1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2912 *********************************************************************** FZ2912 DESIGNATION - 16 DSW FZ2912 PID - FZ2912 FZ2912 STATE/COUNTY- NC/ASHE FZ2912 USGS QUAD - WARRENSVILLE (1966) FZ2912 FZ2912 *CURRENT SURVEY CONTROL FZ2912 ___________________________________________________________________ FZ2912* NAD 83(1986)- 36 24 27.59907(N) 081 34 49.69389(W) ADJUSTED FZ2912* NAVD 88 - 1137.22 (+/-2cm) 3731.0 (feet) VERTCON FZ2912 ___________________________________________________________________ FZ2912 LAPLACE CORR- -1.93 (seconds) DEFLEC99 FZ2912 GEOID HEIGHT- -30.96 (meters) GEOID03 FZ2912 FZ2912 HORZ ORDER - THIRD FZ2912 VERT ORDER - THIRD (See Below) FZ2912 FZ2912.The North Carolina HARNS have been completed but, FZ2912.due to contractual restrictions, coordinates for these stations FZ2912.will NOT be published in the near future. In the interim, the FZ2912.published coordinates in North Carolina will not be FZ2912.consistent with the Continuously Operating Reference Stations FZ2912.(CORS). The HARN coordinates for these stations are available FZ2912.upon request. Contact Gary Thompson(919-733-3836). FZ2912. FZ2912.In addition, the published North Carolina positions FZ2912.(NAD 83 (1986)) are NOT consistent with those determined in FZ2912.adjacent state readjustments. The discontinuity between stations FZ2912.located in North Carolina and those in adjacent states FZ2912.which have been adjusted to the HARN may be as much as 5 FZ2912.decimeters. This will result in a significant loss of accuracy FZ2912.over lines crossing such state borders. FZ2912 FZ2912 FZ2912.The horizontal coordinates were established by classical geodetic methods FZ2912.and adjusted by the National Geodetic Survey in September 1993. FZ2912 FZ2912.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2912.The vertical order pertains to the NGVD 29 superseded value. FZ2912 FZ2912.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2912 FZ2912.The geoid height was determined by GEOID03. FZ2912 FZ2912; North East Units Scale Factor Converg. FZ2912;SPC NC - 297,845.501 378,148.274 MT 1.00007618 -1 29 21.7 FZ2912;SPC NC - 977,181.45 1,240,641.46 sFT 1.00007618 -1 29 21.7 FZ2912;UTM 17 - 4,029,322.641 447,953.890 MT 0.99963337 -0 20 40.3 FZ2912 FZ2912! - Elev Factor x Scale Factor = Combined Factor FZ2912!SPC NC - 0.99982641 x 1.00007618 = 0.99990258 FZ2912!UTM 17 - 0.99982641 x 0.99963337 = 0.99945984 FZ2912 FZ2912 SUPERSEDED SURVEY CONTROL FZ2912 FZ2912 NGVD 29 (10/27/97) 1137.27 (m) 3731.2 (f) LEVELING 3 FZ2912 FZ2912.Superseded values are not recommended for survey control. FZ2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2912.See file dsdata.txt to determine how the superseded data were derived. FZ2912 FZ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4795429323(NAD 83) FZ2912_MARKER: DB = BENCH MARK DISK FZ2912_SETTING: 66 = SET IN ROCK OUTCROP FZ2912_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2912_STAMPING: 16 DSW 1963 FZ2912_MARK LOGO: USGS FZ2912_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2912+STABILITY: POSITION/ELEVATION WELL FZ2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2912+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991 FZ2912 FZ2912 HISTORY - Date Condition Report By FZ2912 HISTORY - 1963 MONUMENTED USGS FZ2912 HISTORY - 19910910 GOOD NCGS FZ2912 FZ2912 STATION DESCRIPTION FZ2912 FZ2912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2912'STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) WEST OF JEFFERSON FZ2912'AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF CRESTON. FZ2912'ALONG BUFFALO ROAD (SR 1131-SR 1133-SR 1125) UP THE BUFFALO CREEK FZ2912'VALLEY FOR 5.60 MI (9.01 KM) SOUTHWEST FROM NC 88-NC 194 TO THE GAP FZ2912'BETWEEN BLUFF AND THREE TOP MOUNTAINS, AND STATION ON NORTHWEST SIDE FZ2912'OF ROAD IN A LARGE ROCK OUTCROP. FZ2912'MARK IS FLUSH IN A DRILL HOLE AND ABOUT 6 FEET HIGHER THAN THE ROAD. FZ2912'LOCATED 74.3 FT (22.6 M) NORTHWEST OF THE CENTERLINE OF ROAD, 27.5 FT FZ2912'(8.4 M) SOUTH OF A WOODS ROAD--AND 46.6 FT (14.2 M) NORTH-NORTHWEST FZ2912'OF A 20 INCH OAK, 68.3 FT (20.8 M) NORTHEAST OF A 6 INCH MAPLE--BOTH FZ2912'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2872 *********************************************************************** FZ2872 DESIGNATION - 18 ATA FZ2872 PID - FZ2872 FZ2872 STATE/COUNTY- NC/ASHE FZ2872 USGS QUAD - JEFFERSON (1998) FZ2872 FZ2872 *CURRENT SURVEY CONTROL FZ2872 ___________________________________________________________________ FZ2872* NAD 83(1986)- 36 25 17.25507(N) 081 27 38.75193(W) ADJUSTED FZ2872* NAVD 88 - 873.52 (+/-2cm) 2865.9 (feet) VERTCON FZ2872 ___________________________________________________________________ FZ2872 LAPLACE CORR- -5.02 (seconds) DEFLEC99 FZ2872 GEOID HEIGHT- -31.22 (meters) GEOID03 FZ2872 FZ2872 HORZ ORDER - SECOND FZ2872 VERT ORDER - THIRD ? (See Below) FZ2872 FZ2872.The North Carolina HARNS have been completed but, FZ2872.due to contractual restrictions, coordinates for these stations FZ2872.will NOT be published in the near future. In the interim, the FZ2872.published coordinates in North Carolina will not be FZ2872.consistent with the Continuously Operating Reference Stations FZ2872.(CORS). The HARN coordinates for these stations are available FZ2872.upon request. Contact Gary Thompson(919-733-3836). FZ2872. FZ2872.In addition, the published North Carolina positions FZ2872.(NAD 83 (1986)) are NOT consistent with those determined in FZ2872.adjacent state readjustments. The discontinuity between stations FZ2872.located in North Carolina and those in adjacent states FZ2872.which have been adjusted to the HARN may be as much as 5 FZ2872.decimeters. This will result in a significant loss of accuracy FZ2872.over lines crossing such state borders. FZ2872 FZ2872 FZ2872.The horizontal coordinates were established by classical geodetic methods FZ2872.and adjusted by the National Geodetic Survey in September 1993. FZ2872 FZ2872.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2872.The vertical order pertains to the NGVD 29 superseded value. FZ2872 FZ2872.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2872 FZ2872.The geoid height was determined by GEOID03. FZ2872 FZ2872; North East Units Scale Factor Converg. FZ2872;SPC NC - 299,103.124 388,920.891 MT 1.00008108 -1 25 13.0 FZ2872;SPC NC - 981,307.50 1,275,984.62 sFT 1.00008108 -1 25 13.0 FZ2872;UTM 17 - 4,030,794.758 458,694.353 MT 0.99962102 -0 16 24.8 FZ2872 FZ2872! - Elev Factor x Scale Factor = Combined Factor FZ2872!SPC NC - 0.99986782 x 1.00008108 = 0.99994889 FZ2872!UTM 17 - 0.99986782 x 0.99962102 = 0.99948889 FZ2872 FZ2872 SUPERSEDED SURVEY CONTROL FZ2872 FZ2872 NGVD 29 (10/27/97) 873.61 (m) 2866.2 (f) LEVELING 3 FZ2872 FZ2872.Superseded values are not recommended for survey control. FZ2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2872.See file dsdata.txt to determine how the superseded data were derived. FZ2872 FZ2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5869430795(NAD 83) FZ2872_MARKER: DB = BENCH MARK DISK FZ2872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FZ2872_SP_SET: CONCRETE WINGWALL FZ2872_STAMPING: 18 ATA RESET 1970 FZ2872_MARK LOGO: USGS FZ2872_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2872+STABILITY: SURFACE MOTION FZ2872 FZ2872 HISTORY - Date Condition Report By FZ2872 HISTORY - 1950 MONUMENTED USGS FZ2872 HISTORY - 19850226 GOOD NCGS FZ2872 FZ2872 STATION DESCRIPTION FZ2872 FZ2872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ2872'STATION IS LOCATED IN JEFFERSON AT THE COUNTY HOSPITAL. FZ2872'MARK IS A USGS BENCH MARK DISK STAMPED---18 ATA 1950 RESET 1970---SET FZ2872'IN THE SOUTHWEST WINGWALL OF THE NC 16-NC 88 BRIDGE OVER NAKED CREEK. FZ2872'MARK IS LOCATED 36.0 FT (11.0 M) SOUTH OF THE WEST END OF A TRAFFIC FZ2872'ISLAND AND LEVEL WITH PAVED PARKING LOT OF HOSPITAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2873 *********************************************************************** FZ2873 DESIGNATION - 23 EG 4 FZ2873 PID - FZ2873 FZ2873 STATE/COUNTY- NC/ASHE FZ2873 USGS QUAD - TODD (1998) FZ2873 FZ2873 *CURRENT SURVEY CONTROL FZ2873 ___________________________________________________________________ FZ2873* NAD 83(1986)- 36 22 11.44487(N) 081 31 09.64725(W) ADJUSTED FZ2873* NAVD 88 - 955.78 (+/-2cm) 3135.8 (feet) VERTCON FZ2873 ___________________________________________________________________ FZ2873 LAPLACE CORR- -5.99 (seconds) DEFLEC99 FZ2873 GEOID HEIGHT- -31.15 (meters) GEOID03 FZ2873 FZ2873 HORZ ORDER - SECOND FZ2873 VERT ORDER - THIRD ? (See Below) FZ2873 FZ2873.The North Carolina HARNS have been completed but, FZ2873.due to contractual restrictions, coordinates for these stations FZ2873.will NOT be published in the near future. In the interim, the FZ2873.published coordinates in North Carolina will not be FZ2873.consistent with the Continuously Operating Reference Stations FZ2873.(CORS). The HARN coordinates for these stations are available FZ2873.upon request. Contact Gary Thompson(919-733-3836). FZ2873. FZ2873.In addition, the published North Carolina positions FZ2873.(NAD 83 (1986)) are NOT consistent with those determined in FZ2873.adjacent state readjustments. The discontinuity between stations FZ2873.located in North Carolina and those in adjacent states FZ2873.which have been adjusted to the HARN may be as much as 5 FZ2873.decimeters. This will result in a significant loss of accuracy FZ2873.over lines crossing such state borders. FZ2873 FZ2873 FZ2873.The horizontal coordinates were established by classical geodetic methods FZ2873.and adjusted by the National Geodetic Survey in September 1993. FZ2873 FZ2873.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2873.The vertical order pertains to the NGVD 29 superseded value. FZ2873 FZ2873.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2873 FZ2873.The geoid height was determined by GEOID03. FZ2873 FZ2873; North East Units Scale Factor Converg. FZ2873;SPC NC - 293,508.924 383,523.044 MT 1.00006305 -1 27 14.7 FZ2873;SPC NC - 962,953.86 1,258,275.19 sFT 1.00006305 -1 27 14.7 FZ2873;UTM 17 - 4,025,096.237 453,411.880 MT 0.99962674 -0 18 28.7 FZ2873 FZ2873! - Elev Factor x Scale Factor = Combined Factor FZ2873!SPC NC - 0.99985491 x 1.00006305 = 0.99991795 FZ2873!UTM 17 - 0.99985491 x 0.99962674 = 0.99948170 FZ2873 FZ2873 SUPERSEDED SURVEY CONTROL FZ2873 FZ2873 NGVD 29 (10/27/97) 955.86 (m) 3136.0 (f) LEVELING 3 FZ2873 FZ2873.Superseded values are not recommended for survey control. FZ2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2873.See file dsdata.txt to determine how the superseded data were derived. FZ2873 FZ2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5341225096(NAD 83) FZ2873_MARKER: DD = SURVEY DISK FZ2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2873_SP_SET: CONCRETE POST FZ2873_STAMPING: 23 EG 4 1970 FZ2873_MARK LOGO: NCSHC FZ2873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FZ2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2873+STABILITY: SURFACE MOTION FZ2873 FZ2873 HISTORY - Date Condition Report By FZ2873 HISTORY - 1970 MONUMENTED NCSHC FZ2873 HISTORY - 19840226 GOOD NCGS FZ2873 FZ2873 STATION DESCRIPTION FZ2873 FZ2873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2873'STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF WEST FZ2873'JEFFERSON AND 2.7 KM (1.7 MI) NORTH-NORTHEAST OF BALDWIN COMMUNITY. FZ2873'ALONG SR 1248 (OLD US 221 AND NC 194) FOR 3.7 KM (2.3 MI) SOUTHWEST FZ2873'FROM US 221 BUSINESS (AT THE SHOPPING CENTER), ACROSS THE ROAD FROM FZ2873'THE T-INTERSECTION WITH SR 1144 (EARL RAY ROAD), ON TOP OF A BANK. FZ2873'STATION IS A STANDARD NCSHC DISK STAMPED---23 EG 4---, SET INTO THE FZ2873'TOP OF A SQUARE CONCRETE POST. LOCATED 13.4 M (44.0 FT) NORTHWEST OF FZ2873'THE CENTERLINE OF THE ROAD, 6.7 M (22.0 FT) NORTHEAST OF THE FZ2873'CENTERLINE OF A DRIVE, 2.0 M (6.6 FT) NORTH-NORTHEAST OF A FENCE FZ2873'LINE, 5.0 M (16.4 FT) NORTHWEST OF A TELEPHONE PEDESTAL--AND 3.7 M FZ2873'(12.1 FT) NORTHWEST OF A CORNER FENCE POST, 3.9 M (12.8 FT) FZ2873'WEST-SOUTHWEST OF A FENCE POST--BOTH WITH REFERENCE TAGS. MARK IS 4 FZ2873'FEET ABOVE THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2001 *********************************************************************** FZ2001 DESIGNATION - 23 EG 5 FZ2001 PID - FZ2001 FZ2001 STATE/COUNTY- NC/ASHE FZ2001 USGS QUAD - JEFFERSON (1998) FZ2001 FZ2001 *CURRENT SURVEY CONTROL FZ2001 ___________________________________________________________________ FZ2001* NAD 83(1986)- 36 22 40.19043(N) 081 29 10.67304(W) ADJUSTED FZ2001* NAVD 88 - 940.92 (+/-2cm) 3087.0 (feet) VERTCON FZ2001 ___________________________________________________________________ FZ2001 LAPLACE CORR- -5.27 (seconds) DEFLEC99 FZ2001 GEOID HEIGHT- -31.23 (meters) GEOID03 FZ2001 FZ2001 HORZ ORDER - SECOND FZ2001 VERT ORDER - THIRD ? (See Below) FZ2001 FZ2001.The North Carolina HARNS have been completed but, FZ2001.due to contractual restrictions, coordinates for these stations FZ2001.will NOT be published in the near future. In the interim, the FZ2001.published coordinates in North Carolina will not be FZ2001.consistent with the Continuously Operating Reference Stations FZ2001.(CORS). The HARN coordinates for these stations are available FZ2001.upon request. Contact Gary Thompson(919-733-3836). FZ2001. FZ2001.In addition, the published North Carolina positions FZ2001.(NAD 83 (1986)) are NOT consistent with those determined in FZ2001.adjacent state readjustments. The discontinuity between stations FZ2001.located in North Carolina and those in adjacent states FZ2001.which have been adjusted to the HARN may be as much as 5 FZ2001.decimeters. This will result in a significant loss of accuracy FZ2001.over lines crossing such state borders. FZ2001 FZ2001 FZ2001.The horizontal coordinates were established by classical geodetic methods FZ2001.and adjusted by the National Geodetic Survey in September 1993. FZ2001 FZ2001.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2001.The vertical order pertains to the NGVD 29 superseded value. FZ2001 FZ2001.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2001 FZ2001.The geoid height was determined by GEOID03. FZ2001 FZ2001; North East Units Scale Factor Converg. FZ2001;SPC NC - 294,319.982 386,510.269 MT 1.00006578 -1 26 06.1 FZ2001;SPC NC - 965,614.81 1,268,075.77 sFT 1.00006578 -1 26 06.1 FZ2001;UTM 17 - 4,025,966.513 456,380.975 MT 0.99962344 -0 17 18.4 FZ2001 FZ2001! - Elev Factor x Scale Factor = Combined Factor FZ2001!SPC NC - 0.99985725 x 1.00006578 = 0.99992302 FZ2001!UTM 17 - 0.99985725 x 0.99962344 = 0.99948075 FZ2001 FZ2001: Primary Azimuth Mark Grid Az FZ2001:SPC NC - OTHELLO 108 45 02.1 FZ2001:UTM 17 - OTHELLO 107 36 14.4 FZ2001 FZ2001|---------------------------------------------------------------------| FZ2001| PID Reference Object Distance Geod. Az | FZ2001| dddmmss.s | FZ2001| FZ1995 OTHELLO APPROX. 3.9 KM 1071856.0 | FZ2001|---------------------------------------------------------------------| FZ2001 FZ2001 SUPERSEDED SURVEY CONTROL FZ2001 FZ2001 NAD 83(1986)- 36 22 40.18875(N) 081 29 10.70463(W) AD( ) 2 FZ2001 NAD 27 - 36 22 39.73347(N) 081 29 11.33012(W) AD( ) 2 FZ2001 NGVD 29 (07/19/86) 941.01 (m) 3087.3 (f) LEVELING 3 FZ2001 FZ2001.Superseded values are not recommended for survey control. FZ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2001.See file dsdata.txt to determine how the superseded data were derived. FZ2001 FZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5638125967(NAD 83) FZ2001_MARKER: DE = TRAVERSE STATION DISK FZ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2001_SP_SET: CONCRETE POST FZ2001_STAMPING: 23 EG 5 1970 FZ2001_MARK LOGO: NCSHC FZ2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FZ2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2001+STABILITY: SURFACE MOTION FZ2001 FZ2001 HISTORY - Date Condition Report By FZ2001 HISTORY - 1970 MONUMENTED NCSHC FZ2001 HISTORY - 1970 GOOD NCSHC FZ2001 HISTORY - 1979 GOOD NCGS FZ2001 HISTORY - 19840101 GOOD NCGS FZ2001 HISTORY - 20000229 POOR MAC FZ2001 HISTORY - 20011010 POOR MAC FZ2001 FZ2001 STATION DESCRIPTION FZ2001 FZ2001'DESCRIBED BY NC STATE HWYS COMM 1970 (LWA) FZ2001'23EG5 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN THE FZ2001'VICINITY OF WEST JEFFERSON, NORTH CAROLINA. FZ2001' FZ2001'23EG5 IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF WEST JEFFERSON. FZ2001'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 221 AND NC FZ2001'194-193 SOUTH OF WEST JEFFERSON. GO SOUTH ALONG US 221-NC 194 FOR FZ2001'0.35 MILE TO BEAVER CREEK AND SR 1147 (NETTLE KNOB RD.), TURN LEFT FZ2001'AND GO EAST ALONG SR 1147 FOR 0.3 MILE TO A GRASS ROAD NORTH AT C. T. FZ2001'SHEPHERD RESIDENCE, TURN LEFT AND GO NORTH FOR APPROXIMATELY 350 FZ2001'FEET TO A SMALL CEMETERY ON TOP OF A KNOB AND STATION AT SOUTHEAST FZ2001'CORNER. FZ2001' FZ2001'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARK, FZ2001'STAMPED 23EG5, WHICH IS 4 INCHES ABOVE THE GROUND. FZ2001' FZ2001'MARK IS FZ2001'2.5 FEET SSE OF STEEL CORNER POST FOR CEMETERY (THE BASE). FZ2001'13.9 FEET SE OF 30 INCH WHITE PINE (BASE). FZ2001'59.9 FEET NW OF PASTURE FENCE POST WITH ANGLE BRACE ON IT. FZ2001'26.8 FEET ESE OF TWO WAY SWINGING GATE TO CEMETERY (CENTER). FZ2001 FZ2001 STATION RECOVERY (1970) FZ2001 FZ2001'RECOVERY NOTE BY NC STATE HWYS COMM 1970 FZ2001'RECOVERED IN GOOD CONDITION. FZ2001 FZ2001 STATION RECOVERY (1979) FZ2001 FZ2001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2001'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FZ2001 FZ2001 STATION RECOVERY (1984) FZ2001 FZ2001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2001'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE FZ2001'30-INCH WHITE PINE STUMP HAS BEEN REMOVED. MARK IS LOCATED 5.5 M FZ2001'(18.0 FT) SOUTH-SOUTHEAST OF THE GEORGE H. HAMILTON TOMBSTONE. FZ2001 FZ2001 STATION RECOVERY (2000) FZ2001 FZ2001'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (JAN) FZ2001'MONUMENT HAS BEEN HIT AND IS LEANING. FZ2001 FZ2001 STATION RECOVERY (2001) FZ2001 FZ2001'RECOVERY NOTE BY MATTERN AND CRAIG 2001 (JAN) FZ2001'THE TOP HALF OF MONUMENT AND HALF OF THE DISK ARE MISSING. MARK IS FZ2001'LEANING TO THE NORTH, APPARENTLY HIT BY BUSH HOG WHILE MOWING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ1999 *********************************************************************** FZ1999 DESIGNATION - 23 EG 8 FZ1999 PID - FZ1999 FZ1999 STATE/COUNTY- NC/ASHE FZ1999 USGS QUAD - JEFFERSON (1998) FZ1999 FZ1999 *CURRENT SURVEY CONTROL FZ1999 ___________________________________________________________________ FZ1999* NAD 83(1986)- 36 25 18.54910(N) 081 27 40.12572(W) ADJUSTED FZ1999* NAVD 88 - 873.78 (+/-2cm) 2866.7 (feet) VERTCON FZ1999 ___________________________________________________________________ FZ1999 LAPLACE CORR- -5.00 (seconds) DEFLEC99 FZ1999 GEOID HEIGHT- -31.21 (meters) GEOID03 FZ1999 FZ1999 HORZ ORDER - SECOND FZ1999 VERT ORDER - THIRD ? (See Below) FZ1999 FZ1999.The North Carolina HARNS have been completed but, FZ1999.due to contractual restrictions, coordinates for these stations FZ1999.will NOT be published in the near future. In the interim, the FZ1999.published coordinates in North Carolina will not be FZ1999.consistent with the Continuously Operating Reference Stations FZ1999.(CORS). The HARN coordinates for these stations are available FZ1999.upon request. Contact Gary Thompson(919-733-3836). FZ1999. FZ1999.In addition, the published North Carolina positions FZ1999.(NAD 83 (1986)) are NOT consistent with those determined in FZ1999.adjacent state readjustments. The discontinuity between stations FZ1999.located in North Carolina and those in adjacent states FZ1999.which have been adjusted to the HARN may be as much as 5 FZ1999.decimeters. This will result in a significant loss of accuracy FZ1999.over lines crossing such state borders. FZ1999 FZ1999 FZ1999.The horizontal coordinates were established by classical geodetic methods FZ1999.and adjusted by the National Geodetic Survey in September 1993. FZ1999 FZ1999.The NAVD 88 height was computed by applying the VERTCON shift value to FZ1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ1999.The vertical order pertains to the NGVD 29 superseded value. FZ1999 FZ1999.The Laplace correction was computed from DEFLEC99 derived deflections. FZ1999 FZ1999.The geoid height was determined by GEOID03. FZ1999 FZ1999; North East Units Scale Factor Converg. FZ1999;SPC NC - 299,143.851 388,887.664 MT 1.00008121 -1 25 13.8 FZ1999;SPC NC - 981,441.12 1,275,875.61 sFT 1.00008121 -1 25 13.8 FZ1999;UTM 17 - 4,030,834.793 458,660.334 MT 0.99962106 -0 16 25.7 FZ1999 FZ1999! - Elev Factor x Scale Factor = Combined Factor FZ1999!SPC NC - 0.99986778 x 1.00008121 = 0.99994898 FZ1999!UTM 17 - 0.99986778 x 0.99962106 = 0.99948889 FZ1999 FZ1999: Primary Azimuth Mark Grid Az FZ1999:SPC NC - JEFFERSON 199 43 55.9 FZ1999:UTM 17 - JEFFERSON 198 35 07.8 FZ1999 FZ1999|---------------------------------------------------------------------| FZ1999| PID Reference Object Distance Geod. Az | FZ1999| dddmmss.s | FZ1999| FZ1998 JEFFERSON APPROX. 1.8 KM 1981842.1 | FZ1999|---------------------------------------------------------------------| FZ1999 FZ1999 SUPERSEDED SURVEY CONTROL FZ1999 FZ1999 NAD 83(1986)- 36 25 18.53993(N) 081 27 40.16271(W) AD( ) 2 FZ1999 NAD 27 - 36 25 18.08716(N) 081 27 40.78837(W) AD( ) 2 FZ1999 NGVD 29 (07/19/86) 873.87 (m) 2867.0 (f) LEVELING 3 FZ1999 FZ1999.Superseded values are not recommended for survey control. FZ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1999.See file dsdata.txt to determine how the superseded data were derived. FZ1999 FZ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5866030835(NAD 83) FZ1999_MARKER: DE = TRAVERSE STATION DISK FZ1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1999_SP_SET: CONCRETE POST FZ1999_STAMPING: 23 EG 8 1970 FZ1999_MARK LOGO: NCSHC FZ1999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FZ1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1999+STABILITY: SURFACE MOTION FZ1999 FZ1999 HISTORY - Date Condition Report By FZ1999 HISTORY - 1970 MONUMENTED NCSHC FZ1999 HISTORY - 1970 GOOD NCSHC FZ1999 HISTORY - 1978 GOOD NCGS FZ1999 HISTORY - 19850101 GOOD NCGS FZ1999 FZ1999 STATION DESCRIPTION FZ1999 FZ1999'DESCRIBED BY NC STATE HWYS COMM 1970 (LWA) FZ1999'23 EG 8 IS A N. C. STATE HIGHWAY COMMISSION STATION IN THE VICINITY FZ1999'OF JEFFERSON, NORTH CAROLINA. FZ1999' FZ1999'23 EG 8 IS LOCATED APPROXIMATELY 0.7 MILES EAST OF JEFFERSON. FZ1999'TO REACH STATION FROM THE INTERSECTION OF US 221 AND 88 IN FZ1999'JEFFERSON, PROCEED EAST ALONG US 221 AND NC 88 FOR 0.75 MILE TO FZ1999'BRIDGE OVER NAKED CREEK AND STATION ON LEFT, FZ1999'APPROXIMATELY 70 FEET WEST OF CENTER LINE OF BRIDGE, AND FZ1999'ABOUT 1.0 MILE WEST OF JUNCTION OF US 221, NC 88 AND NC 16. FZ1999' FZ1999'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARK, FZ1999'STAMPED 23 EG 8 AND IS 3 INCHES ABOVE THE GROUND. FZ1999' FZ1999'MARK IS FZ1999'37.5 FEET N OF C/L OF US 221 AND NC 88. FZ1999'70.0 FEET W OF C/L OF BRIDGE OVER NAKED CREEK. FZ1999'9.2 FEET SW OF RR SPIKE IN 24 INCH OAK. FZ1999'19.3 FEET E OF TOP OF A FIRE HYDRANT. FZ1999'10.5 FEET SE OF N AND C IN A 12 INCH MAPLE. FZ1999 FZ1999 STATION RECOVERY (1970) FZ1999 FZ1999'RECOVERY NOTE BY NC STATE HWYS COMM 1970 FZ1999'RECOVERED IN GOOD CONDITION. FZ1999 FZ1999 STATION RECOVERY (1978) FZ1999 FZ1999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (LWA) FZ1999'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION FZ1999'IS ABOUT 1 FOOT BELOW GROUND SURFACE. FZ1999 FZ1999 STATION RECOVERY (1985) FZ1999 FZ1999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ1999'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS FZ1999'LOCATED 4.6 M (15.1 FT) NORTH-NORTHEAST OF THE NORTH CURB OF THE FZ1999'HIGHWAY, AND 49.2 M (161.4 FT) NORTHWEST OF THE WEST END OF THE NORTH FZ1999'BRIDGE RAIL. BRIDGE HAS BEEN RELOCATED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2874 *********************************************************************** FZ2874 DESIGNATION - 24 ATA FZ2874 PID - FZ2874 FZ2874 STATE/COUNTY- NC/ASHE FZ2874 USGS QUAD - JEFFERSON (1998) FZ2874 FZ2874 *CURRENT SURVEY CONTROL FZ2874 ___________________________________________________________________ FZ2874* NAD 83(1986)- 36 24 32.89691(N) 081 25 43.43417(W) ADJUSTED FZ2874* NAVD 88 - 831.96 (+/-2cm) 2729.5 (feet) VERTCON FZ2874 ___________________________________________________________________ FZ2874 LAPLACE CORR- -6.19 (seconds) DEFLEC99 FZ2874 GEOID HEIGHT- -31.34 (meters) GEOID03 FZ2874 FZ2874 HORZ ORDER - SECOND FZ2874 VERT ORDER - THIRD ? (See Below) FZ2874 FZ2874.The North Carolina HARNS have been completed but, FZ2874.due to contractual restrictions, coordinates for these stations FZ2874.will NOT be published in the near future. In the interim, the FZ2874.published coordinates in North Carolina will not be FZ2874.consistent with the Continuously Operating Reference Stations FZ2874.(CORS). The HARN coordinates for these stations are available FZ2874.upon request. Contact Gary Thompson(919-733-3836). FZ2874. FZ2874.In addition, the published North Carolina positions FZ2874.(NAD 83 (1986)) are NOT consistent with those determined in FZ2874.adjacent state readjustments. The discontinuity between stations FZ2874.located in North Carolina and those in adjacent states FZ2874.which have been adjusted to the HARN may be as much as 5 FZ2874.decimeters. This will result in a significant loss of accuracy FZ2874.over lines crossing such state borders. FZ2874 FZ2874 FZ2874.The horizontal coordinates were established by classical geodetic methods FZ2874.and adjusted by the National Geodetic Survey in September 1993. FZ2874 FZ2874.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2874.The vertical order pertains to the NGVD 29 superseded value. FZ2874 FZ2874.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2874 FZ2874.The geoid height was determined by GEOID03. FZ2874 FZ2874; North East Units Scale Factor Converg. FZ2874;SPC NC - 297,665.379 391,759.542 MT 1.00007670 -1 24 06.5 FZ2874;SPC NC - 976,590.50 1,285,297.76 sFT 1.00007670 -1 24 06.5 FZ2874;UTM 17 - 4,029,414.759 461,559.900 MT 0.99961821 -0 15 16.1 FZ2874 FZ2874! - Elev Factor x Scale Factor = Combined Factor FZ2874!SPC NC - 0.99987436 x 1.00007670 = 0.99995105 FZ2874!UTM 17 - 0.99987436 x 0.99961821 = 0.99949262 FZ2874 FZ2874 SUPERSEDED SURVEY CONTROL FZ2874 FZ2874 NGVD 29 (10/27/97) 832.07 (m) 2729.9 (f) LEVELING 3 FZ2874 FZ2874.Superseded values are not recommended for survey control. FZ2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2874.See file dsdata.txt to determine how the superseded data were derived. FZ2874 FZ2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6156029415(NAD 83) FZ2874_MARKER: DB = BENCH MARK DISK FZ2874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FZ2874_SP_SET: CONCRETE WINGWALL FZ2874_STAMPING: 24 ATA FZ2874_MARK LOGO: USGS FZ2874_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2874+STABILITY: SURFACE MOTION FZ2874 FZ2874 HISTORY - Date Condition Report By FZ2874 HISTORY - 1950 MONUMENTED USGS FZ2874 HISTORY - 19850226 GOOD NCGS FZ2874 FZ2874 STATION DESCRIPTION FZ2874 FZ2874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ2874'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST-SOUTHEAST OF JEFFERSON. FZ2874'ALONG NC 16 AND NC 88 FOR 2.1 KM (1.3 MI) SOUTHEAST FROM US 221 (1.5 FZ2874'MI EAST OF JEFFERSON) TO A BRIDGE OVER NAKED CREEK AND A GRAVEL DRIVE FZ2874'LEADING NORTH TO A PRIVATE RESIDENCE, AND THE MARSH-WALTERS CEMETERY FZ2874'ON TOP OF A HILL. FZ2874'MARK IS A USGS BENCH MARK DISK STAMPED---24 ATA 1950---, LOCATED 5.9 M FZ2874'(19.4 FT) SOUTHWEST OF THE CENTERLINE OF NC 16 AND NC 88, IN THE FZ2874'SOUTHWEST WINGWALL, ABOUT 300 FEET SOUTH OF ABOVE INTERSECTION OF FZ2874'HIGHWAY AND GRAVEL DRIVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2558 *********************************************************************** FZ2558 DESIGNATION - AIRPORT FZ2558 PID - FZ2558 FZ2558 STATE/COUNTY- NC/ASHE FZ2558 USGS QUAD - JEFFERSON (1998) FZ2558 FZ2558 *CURRENT SURVEY CONTROL FZ2558 ___________________________________________________________________ FZ2558* NAD 83(1986)- 36 25 53.02887(N) 081 25 32.74584(W) ADJUSTED FZ2558* NAVD 88 - 975.8 (meters) 3201. (feet) VERTCON FZ2558 ___________________________________________________________________ FZ2558 LAPLACE CORR- -5.47 (seconds) DEFLEC99 FZ2558 GEOID HEIGHT- -31.30 (meters) GEOID03 FZ2558 FZ2558 HORZ ORDER - SECOND FZ2558 FZ2558.This mark is at Ashe County Airport (NC67) FZ2558 FZ2558.The North Carolina HARNS have been completed but, FZ2558.due to contractual restrictions, coordinates for these stations FZ2558.will NOT be published in the near future. In the interim, the FZ2558.published coordinates in North Carolina will not be FZ2558.consistent with the Continuously Operating Reference Stations FZ2558.(CORS). The HARN coordinates for these stations are available FZ2558.upon request. Contact Gary Thompson(919-733-3836). FZ2558. FZ2558.In addition, the published North Carolina positions FZ2558.(NAD 83 (1986)) are NOT consistent with those determined in FZ2558.adjacent state readjustments. The discontinuity between stations FZ2558.located in North Carolina and those in adjacent states FZ2558.which have been adjusted to the HARN may be as much as 5 FZ2558.decimeters. This will result in a significant loss of accuracy FZ2558.over lines crossing such state borders. FZ2558 FZ2558 FZ2558.The horizontal coordinates were established by classical geodetic methods FZ2558.and adjusted by the National Geodetic Survey in September 1993. FZ2558 FZ2558.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2558 FZ2558.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2558 FZ2558.The geoid height was determined by GEOID03. FZ2558 FZ2558; North East Units Scale Factor Converg. FZ2558;SPC NC - 300,128.326 392,086.144 MT 1.00008465 -1 24 00.3 FZ2558;SPC NC - 984,671.02 1,286,369.29 sFT 1.00008465 -1 24 00.3 FZ2558;UTM 17 - 4,031,882.610 461,836.993 MT 0.99961794 -0 15 10.2 FZ2558 FZ2558! - Elev Factor x Scale Factor = Combined Factor FZ2558!SPC NC - 0.99985179 x 1.00008465 = 0.99993643 FZ2558!UTM 17 - 0.99985179 x 0.99961794 = 0.99946979 FZ2558 FZ2558: Primary Azimuth Mark Grid Az FZ2558:SPC NC - NATHANS CREEK SILVER TANK 055 21 22.9 FZ2558:UTM 17 - NATHANS CREEK SILVER TANK 054 12 32.8 FZ2558 FZ2558|---------------------------------------------------------------------| FZ2558| PID Reference Object Distance Geod. Az | FZ2558| dddmmss.s | FZ2558| CS8434 NATHANS CREEK SILVER TANK 0535722.6 | FZ2558| FZ2191 W JEFFPORT AZ MK APPROX. 0.5 KM 0822417.5 | FZ2558| FZ2190 W JEFFPORT 123.577 METERS 35257 | FZ2558|---------------------------------------------------------------------| FZ2558 FZ2558 SUPERSEDED SURVEY CONTROL FZ2558 FZ2558 NAD 83(1986)- 36 25 53.02695(N) 081 25 32.77609(W) AD( ) 2 FZ2558 NGVD 29 (09/17/93) 975.9 (m) 3202. (f) GPS OBS FZ2558 FZ2558.Superseded values are not recommended for survey control. FZ2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2558.See file dsdata.txt to determine how the superseded data were derived. FZ2558 FZ2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6183731883(NAD 83) FZ2558_MARKER: DE = TRAVERSE STATION DISK FZ2558_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. FZ2558_SP_SET: CONCRETE SLAB FZ2558_STAMPING: AIRPORT 1979 FZ2558_MARK LOGO: NCGS FZ2558_PROJECTION: FLUSH FZ2558_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FZ2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2558+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1996 FZ2558 FZ2558 HISTORY - Date Condition Report By FZ2558 HISTORY - 1979 MONUMENTED NCGS FZ2558 HISTORY - 1979 GOOD NCGS FZ2558 HISTORY - 19840101 GOOD NCGS FZ2558 HISTORY - 19961113 GOOD NCGS FZ2558 FZ2558 STATION DESCRIPTION FZ2558 FZ2558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2558'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES EAST-NORTHEAST OF FZ2558'JEFFERSON AT THE ASHE COUNTY AIRPORT. FZ2558' FZ2558'THE STATION IS LOCATED AT THE ASHE COUNTY AIRPORT ON SOUTH SIDE OF FZ2558'RUNWAY AND NEAR WEST END, DRILLED INTO CENTER OF NORTHERNMOST CONCRETE FZ2558'PAD NEAR AIRPORT WIND SOCK. FZ2558' FZ2558'STATION MARK IS A STANDARD DISK STAMPED---AIRPORT 1979---SET FLUSH IN FZ2558'DRILLED HOLE. THE MARK IS 51.9 FEET NORTH OF WIND SOCK POST, AND 111.8 FZ2558'FEET EAST OF BEACON LIGHT POST WITH REFERENCE TAG. FZ2558 FZ2558 STATION RECOVERY (1979) FZ2558 FZ2558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2558'RECOVERED IN GOOD CONDITION. FZ2558 FZ2558 STATION RECOVERY (1984) FZ2558 FZ2558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2558'MARK IS IN GOOD CONDITION AS DESCRIBED. FZ2558 FZ2558 STATION RECOVERY (1996) FZ2558 FZ2558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FZ2558'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2875 *********************************************************************** FZ2875 DESIGNATION - ASHE PARK FZ2875 PID - FZ2875 FZ2875 STATE/COUNTY- NC/ASHE FZ2875 USGS QUAD - JEFFERSON (1998) FZ2875 FZ2875 *CURRENT SURVEY CONTROL FZ2875 ___________________________________________________________________ FZ2875* NAD 83(1986)- 36 26 11.47630(N) 081 28 08.02379(W) ADJUSTED FZ2875* NAVD 88 - 945.1 (meters) 3101. (feet) VERTCON FZ2875 ___________________________________________________________________ FZ2875 LAPLACE CORR- -4.51 (seconds) DEFLEC99 FZ2875 GEOID HEIGHT- -31.17 (meters) GEOID03 FZ2875 FZ2875 HORZ ORDER - SECOND FZ2875 FZ2875.The North Carolina HARNS have been completed but, FZ2875.due to contractual restrictions, coordinates for these stations FZ2875.will NOT be published in the near future. In the interim, the FZ2875.published coordinates in North Carolina will not be FZ2875.consistent with the Continuously Operating Reference Stations FZ2875.(CORS). The HARN coordinates for these stations are available FZ2875.upon request. Contact Gary Thompson(919-733-3836). FZ2875. FZ2875.In addition, the published North Carolina positions FZ2875.(NAD 83 (1986)) are NOT consistent with those determined in FZ2875.adjacent state readjustments. The discontinuity between stations FZ2875.located in North Carolina and those in adjacent states FZ2875.which have been adjusted to the HARN may be as much as 5 FZ2875.decimeters. This will result in a significant loss of accuracy FZ2875.over lines crossing such state borders. FZ2875 FZ2875 FZ2875.The horizontal coordinates were established by classical geodetic methods FZ2875.and adjusted by the National Geodetic Survey in September 1993. FZ2875 FZ2875.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2875 FZ2875.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2875 FZ2875.The geoid height was determined by GEOID03. FZ2875 FZ2875; North East Units Scale Factor Converg. FZ2875;SPC NC - 300,792.176 388,233.415 MT 1.00008650 -1 25 29.9 FZ2875;SPC NC - 986,849.00 1,273,729.13 sFT 1.00008650 -1 25 29.9 FZ2875;UTM 17 - 4,032,468.941 457,973.550 MT 0.99962176 -0 16 42.6 FZ2875 FZ2875! - Elev Factor x Scale Factor = Combined Factor FZ2875!SPC NC - 0.99985658 x 1.00008650 = 0.99994307 FZ2875!UTM 17 - 0.99985658 x 0.99962176 = 0.99947840 FZ2875 FZ2875 SUPERSEDED SURVEY CONTROL FZ2875 FZ2875 NGVD 29 (10/27/97) 945.2 (m) 3101. (f) VERT ANG FZ2875 FZ2875.Superseded values are not recommended for survey control. FZ2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2875.See file dsdata.txt to determine how the superseded data were derived. FZ2875 FZ2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5797432469(NAD 83) FZ2875_MARKER: DH = HORIZONTAL CONTROL DISK FZ2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2875_SP_SET: CONCRETE POST FZ2875_STAMPING: ASHE PARK 1984 FZ2875_MARK LOGO: NCGS FZ2875_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2875+STABILITY: SURFACE MOTION FZ2875 FZ2875 HISTORY - Date Condition Report By FZ2875 HISTORY - 1984 MONUMENTED NCGS FZ2875 FZ2875 STATION DESCRIPTION FZ2875 FZ2875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2875'STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTH OF JEFFERSON AT THE FZ2875'ASHE COUNTY PARK. FZ2875'PROCEED ALONG SR 1573 FOR 1.4 KM (0.9 MI) NORTH FROM US 221 AND NC 88 FZ2875'TO SR 1511, THENCE NORTH ALONG SR 1511 FOR 0.6 KM (0.4 MI) TO THE FZ2875'ENTRANCE TO ASHE COUNTY PARK, AND STATION ON THE NORTH SIDE OF THE FZ2875'BALL FIELD, AT THE EAST EDGE OF THE NORTH BLEACHERS. FZ2875'MARK IS A STANDARD NCGS DISK STAMPED---ASHE PARK 1984---, SET INTO THE FZ2875'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 INCHES FZ2875'BELOW GROUND. LOCATED 8.8 M (28.9 FT) NORTHEAST OF A CHAIN LINK FZ2875'FENCE, 9.8 M (32.2 FT) NORTH-NORTHWEST OF THE NORTH CORNER FENCE POST FZ2875'OF THE DUGOUT, 1.0 M (3.3 FT) NORTHEAST OF THE EAST CORNER OF THE FZ2875'NORTH BLEACHERS, 18.7 M (61.4 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER FZ2875'OF A REFRESHMENT BUILDING, AND 9.4 M (30.8 FT) EAST-NORTHEAST OF A FZ2875'LIGHT POLE WITH A REFERENCE TAG. MARK IS LEVEL WITH BASEBALL FIELD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2876 *********************************************************************** FZ2876 DESIGNATION - BALDWIN FZ2876 PID - FZ2876 FZ2876 STATE/COUNTY- NC/ASHE FZ2876 USGS QUAD - TODD (1998) FZ2876 FZ2876 *CURRENT SURVEY CONTROL FZ2876 ___________________________________________________________________ FZ2876* NAD 83(1986)- 36 20 50.34619(N) 081 31 53.08422(W) ADJUSTED FZ2876* NAVD 88 - 962.3 (meters) 3157. (feet) VERTCON FZ2876 ___________________________________________________________________ FZ2876 LAPLACE CORR- -5.55 (seconds) DEFLEC99 FZ2876 GEOID HEIGHT- -31.17 (meters) GEOID03 FZ2876 FZ2876 HORZ ORDER - SECOND FZ2876 FZ2876.The North Carolina HARNS have been completed but, FZ2876.due to contractual restrictions, coordinates for these stations FZ2876.will NOT be published in the near future. In the interim, the FZ2876.published coordinates in North Carolina will not be FZ2876.consistent with the Continuously Operating Reference Stations FZ2876.(CORS). The HARN coordinates for these stations are available FZ2876.upon request. Contact Gary Thompson(919-733-3836). FZ2876. FZ2876.In addition, the published North Carolina positions FZ2876.(NAD 83 (1986)) are NOT consistent with those determined in FZ2876.adjacent state readjustments. The discontinuity between stations FZ2876.located in North Carolina and those in adjacent states FZ2876.which have been adjusted to the HARN may be as much as 5 FZ2876.decimeters. This will result in a significant loss of accuracy FZ2876.over lines crossing such state borders. FZ2876 FZ2876 FZ2876.The horizontal coordinates were established by classical geodetic methods FZ2876.and adjusted by the National Geodetic Survey in September 1993. FZ2876 FZ2876.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2876 FZ2876.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2876 FZ2876.The geoid height was determined by GEOID03. FZ2876 FZ2876; North East Units Scale Factor Converg. FZ2876;SPC NC - 291,037.364 382,376.788 MT 1.00005543 -1 27 39.8 FZ2876;SPC NC - 954,845.09 1,254,514.51 sFT 1.00005543 -1 27 39.8 FZ2876;UTM 17 - 4,022,603.321 452,315.762 MT 0.99962801 -0 18 53.9 FZ2876 FZ2876! - Elev Factor x Scale Factor = Combined Factor FZ2876!SPC NC - 0.99985388 x 1.00005543 = 0.99990930 FZ2876!UTM 17 - 0.99985388 x 0.99962801 = 0.99948195 FZ2876 FZ2876 SUPERSEDED SURVEY CONTROL FZ2876 FZ2876 NGVD 29 (10/27/97) 962.4 (m) 3157. (f) VERT ANG FZ2876 FZ2876.Superseded values are not recommended for survey control. FZ2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2876.See file dsdata.txt to determine how the superseded data were derived. FZ2876 FZ2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5231622603(NAD 83) FZ2876_MARKER: DE = TRAVERSE STATION DISK FZ2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2876_SP_SET: CONCRETE POST FZ2876_STAMPING: BALDWIN 1984 FZ2876_MARK LOGO: NCGS FZ2876_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2876+STABILITY: SURFACE MOTION FZ2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2876+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991 FZ2876 FZ2876 HISTORY - Date Condition Report By FZ2876 HISTORY - 1984 MONUMENTED NCGS FZ2876 HISTORY - 19910626 GOOD NCGS FZ2876 FZ2876 STATION DESCRIPTION FZ2876 FZ2876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2876'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHWEST OF WEST FZ2876'JEFFERSON IN BALDWIN COMMUNITY. FZ2876'AT THE INTERSECTION OF US 221, NC 194 AND A PRIVATE ROAD, ABOUT 197 FZ2876'FEET SOUTHEAST OF THE INTERSECTION, ON TOP OF A HIGH BANK, AT A LARGE FZ2876'POWER POLE. FZ2876'MARK IS A STANDARD NCGS DISK STAMPED---BALDWIN 1984---, SET INTO THE FZ2876'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 4 FZ2876'INCHES ABOVE GROUND. LOCATED 0.8 M (2.6 FT) WEST OF AN OVERSIZE FZ2876'POWER POLE WITH A WITNESS SIGN, 32.2 M (105.6 FT) NORTH-NORTHWEST OF FZ2876'THE CENTER BRACE POST--BOTH WITH REFERENCE TAGS, AND 16.2 M FZ2876'(53.1 FT) WEST OF THE END RIGHT-OF-WAY POST. FZ2876'REFERENCE OBJECT IS A USGS BENCH MARK DISK STAMPED---11 DSW 1963---, FZ2876'LOCATED 250 FT (76.2 M) SOUTHWEST OF THE ABOVE INTERSECTION, AT THE FZ2876'NORTHEAST END OF THE HEADWALL, AND 18 FT (5.5 M) WEST-NORTHWEST OF FZ2876'THE CENTERLINE OF NC 194. MARK IS 75 FEET HIGHER THAN CROSSROADS. FZ2876 FZ2876 STATION RECOVERY (1991) FZ2876 FZ2876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2876'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FZ2876'FOLLOWING CORRECTIONS. THE STATION IS ABOUT 50 FT (15.2 M) ABOVE THE FZ2876'LEVEL OF US 221 HIGHWAY. REFERENCE OBJECT USGS BENCH MARK 11 DSW FZ2876'1963 WAS POSITIONED BY GPS ON THIS PROJECT AND A NEW DESCRIPTION WAS FZ2876'ENTERED INTO THE DATA BASE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AJ1572 *********************************************************************** AJ1572 DESIGNATION - BARELY AZ MK AJ1572 PID - AJ1572 AJ1572 STATE/COUNTY- NC/ASHE AJ1572 USGS QUAD - GLENDALE SPRINGS (1967) AJ1572 AJ1572 *CURRENT SURVEY CONTROL AJ1572 ___________________________________________________________________ AJ1572* NAD 83(1986)- 36 18 35.21199(N) 081 23 04.77572(W) ADJUSTED AJ1572* NAVD 88 - 901.7 (meters) 2958. (feet) VERTCON AJ1572 ___________________________________________________________________ AJ1572 LAPLACE CORR- -7.39 (seconds) DEFLEC99 AJ1572 GEOID HEIGHT- -31.84 (meters) GEOID03 AJ1572 AJ1572 HORZ ORDER - SECOND AJ1572 AJ1572.The North Carolina HARNS have been completed but, AJ1572.due to contractual restrictions, coordinates for these stations AJ1572.will NOT be published in the near future. In the interim, the AJ1572.published coordinates in North Carolina will not be AJ1572.consistent with the Continuously Operating Reference Stations AJ1572.(CORS). The HARN coordinates for these stations are available AJ1572.upon request. Contact Gary Thompson(919-733-3836). AJ1572. AJ1572.In addition, the published North Carolina positions AJ1572.(NAD 83 (1986)) are NOT consistent with those determined in AJ1572.adjacent state readjustments. The discontinuity between stations AJ1572.located in North Carolina and those in adjacent states AJ1572.which have been adjusted to the HARN may be as much as 5 AJ1572.decimeters. This will result in a significant loss of accuracy AJ1572.over lines crossing such state borders. AJ1572 AJ1572 AJ1572.The horizontal coordinates were established by classical geodetic methods AJ1572.and adjusted by the National Geodetic Survey in January 2001. AJ1572 AJ1572.The NAVD 88 height was computed by applying the VERTCON shift value to AJ1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AJ1572 AJ1572.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1572 AJ1572.The geoid height was determined by GEOID03. AJ1572 AJ1572; North East Units Scale Factor Converg. AJ1572;SPC NC - 286,546.859 395,446.895 MT 1.00004309 -1 22 34.9 AJ1572;SPC NC - 940,112.49 1,297,395.35 sFT 1.00004309 -1 22 34.9 AJ1572;UTM 17 - 4,018,377.238 465,467.532 MT 0.99961469 -0 13 40.0 AJ1572 AJ1572! - Elev Factor x Scale Factor = Combined Factor AJ1572!SPC NC - 0.99986351 x 1.00004309 = 0.99990659 AJ1572!UTM 17 - 0.99986351 x 0.99961469 = 0.99947825 AJ1572 AJ1572 SUPERSEDED SURVEY CONTROL AJ1572 AJ1572 NGVD 29 (01/09/01) 901.8 (m) 2959. (f) VERT ANG AJ1572 AJ1572.Superseded values are not recommended for survey control. AJ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1572.See file dsdata.txt to determine how the superseded data were derived. AJ1572 AJ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6546818377(NAD 83) AJ1572_MARKER: DZ = AZIMUTH MARK DISK AJ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ1572_STAMPING: BARELY 1994 AJ1572_MARK LOGO: NCGS AJ1572_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AJ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ1572+STABILITY: SURFACE MOTION AJ1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1572+SATELLITE: SATELLITE OBSERVATIONS - 1994 AJ1572 AJ1572 HISTORY - Date Condition Report By AJ1572 HISTORY - 1994 MONUMENTED NCGS AJ1572 AJ1572 STATION DESCRIPTION AJ1572 AJ1572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) AJ1572'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF JEFFERSON AJ1572'AND 2.5 MI (4.0 KM) SOUTH OF GLENDALE SPRINGS IN THE OBIDS COMMUNITY AJ1572'AT THE OBIDS BAPTIST CHURCH. AJ1572'PROCEED ALONG NC 163 FOR 0.95 MI (1.53 KM) WEST-SOUTHWEST FROM NC 16 AJ1572'(SOUTH OF GLENDALE SPRINGS) , THENCE NORTH ALONG SR 1241 FOR 0.05 MI AJ1572'(0.08 KM) TO CHURCH AND STATION NEAR NORTHEAST CORNER OF PARKING LOT. AJ1572'MARK IS ABOUT 2-FEET LOWER THAN ROAD AND RECESSED 1-INCH BELOW GROUND. AJ1572'LOCATED 36.5 FT (11.1 M) SOUTH OF THE CENTERLINE OF SR 1241, 38.0 FT AJ1572'(11.6 M) SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF ROAD AND GRAVEL AJ1572'DRIVE, 3.3 FT (1.0 M) EAST OF EAST EDGE OF ASPHALT PARKING LOT, 83.3 AJ1572'FT (25.4 M) NORTH-NORTHEAST OR NORTHEAST CORNER OF CHURCH AND 129.2 FT AJ1572'(39.4 M) NORTH OF THE SOUTHEAST CORNER, 32.8 FT (10.0 M) AJ1572'NORTH-NORTHWEST OF A 32-INCH WHITE PINE, AND 153.7 FT (46.8 M) AJ1572'EAST-NORTHEAST OF A LIGHT POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2877 *********************************************************************** FZ2877 DESIGNATION - BEAVER FZ2877 PID - FZ2877 FZ2877 STATE/COUNTY- NC/ASHE FZ2877 USGS QUAD - JEFFERSON (1998) FZ2877 FZ2877 *CURRENT SURVEY CONTROL FZ2877 ___________________________________________________________________ FZ2877* NAD 83(1986)- 36 22 48.29675(N) 081 29 07.49365(W) ADJUSTED FZ2877* NAVD 88 - 913.7 (meters) 2998. (feet) VERTCON FZ2877 ___________________________________________________________________ FZ2877 LAPLACE CORR- -5.18 (seconds) DEFLEC99 FZ2877 GEOID HEIGHT- -31.23 (meters) GEOID03 FZ2877 FZ2877 HORZ ORDER - SECOND FZ2877 FZ2877.The North Carolina HARNS have been completed but, FZ2877.due to contractual restrictions, coordinates for these stations FZ2877.will NOT be published in the near future. In the interim, the FZ2877.published coordinates in North Carolina will not be FZ2877.consistent with the Continuously Operating Reference Stations FZ2877.(CORS). The HARN coordinates for these stations are available FZ2877.upon request. Contact Gary Thompson(919-733-3836). FZ2877. FZ2877.In addition, the published North Carolina positions FZ2877.(NAD 83 (1986)) are NOT consistent with those determined in FZ2877.adjacent state readjustments. The discontinuity between stations FZ2877.located in North Carolina and those in adjacent states FZ2877.which have been adjusted to the HARN may be as much as 5 FZ2877.decimeters. This will result in a significant loss of accuracy FZ2877.over lines crossing such state borders. FZ2877 FZ2877 FZ2877.The horizontal coordinates were established by classical geodetic methods FZ2877.and adjusted by the National Geodetic Survey in September 1993. FZ2877 FZ2877.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2877 FZ2877.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2877 FZ2877.The geoid height was determined by GEOID03. FZ2877 FZ2877; North East Units Scale Factor Converg. FZ2877;SPC NC - 294,567.804 386,595.753 MT 1.00006656 -1 26 04.2 FZ2877;SPC NC - 966,427.87 1,268,356.23 sFT 1.00006656 -1 26 04.2 FZ2877;UTM 17 - 4,026,215.886 456,461.447 MT 0.99962335 -0 17 16.5 FZ2877 FZ2877! - Elev Factor x Scale Factor = Combined Factor FZ2877!SPC NC - 0.99986152 x 1.00006656 = 0.99992807 FZ2877!UTM 17 - 0.99986152 x 0.99962335 = 0.99948492 FZ2877 FZ2877 SUPERSEDED SURVEY CONTROL FZ2877 FZ2877 NGVD 29 (10/27/97) 913.8 (m) 2998. (f) VERT ANG FZ2877 FZ2877.Superseded values are not recommended for survey control. FZ2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2877.See file dsdata.txt to determine how the superseded data were derived. FZ2877 FZ2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5646126216(NAD 83) FZ2877_MARKER: DH = HORIZONTAL CONTROL DISK FZ2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2877_SP_SET: CONCRETE POST FZ2877_STAMPING: BEAVER 1984 FZ2877_MARK LOGO: NCGS FZ2877_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2877+STABILITY: SURFACE MOTION FZ2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2877+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2000 FZ2877 FZ2877 HISTORY - Date Condition Report By FZ2877 HISTORY - 1984 MONUMENTED NCGS FZ2877 HISTORY - 20000229 GOOD MAC FZ2877 FZ2877 STATION DESCRIPTION FZ2877 FZ2877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2877'STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH-SOUTHEAST OF WEST FZ2877'JEFFERSON AND 4.7 KM (2.9 MI) SOUTH-SOUTHWEST OF JEFFERSON. FZ2877'AT THE JUNCTION OF US 221 BYPASS (ROBERT BARR EXPRESSWAY) WITH US 221 FZ2877'BUSINESS, NC 163, AND NC 194, IN THE SOUTHEAST QUADRANT OF THE FZ2877'CROSSROADS. FZ2877'MARK IS A STANDARD NCGS DISK STAMPED---BEAVER 1984---, SET INTO THE FZ2877'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2 FZ2877'INCHES ABOVE GROUND. LOCATED 12.4 M (40.7 FT) SOUTHEAST OF THE FZ2877'CENTERLINE OF US 221, 24.1 M (79.1 FT) SOUTHWEST OF THE CENTERLINE OF FZ2877'NC 163 AT THE END OF A TRAFFIC ISLAND, 3.2 M (10.5 FT) WEST-SOUTHWEST FZ2877'OF THE CENTER OF A TRAFFIC CONTROL BOX (NO. 11341), AND 1.4 M FZ2877'(4.6 FT) SOUTHEAST OF THE GUARD RAIL. MARK IS LEVEL WITH ROAD. FZ2877 FZ2877 STATION RECOVERY (2000) FZ2877 FZ2877'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (JAN) FZ2877'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2560 *********************************************************************** FZ2560 DESIGNATION - BLEVINS FZ2560 PID - FZ2560 FZ2560 STATE/COUNTY- NC/ASHE FZ2560 USGS QUAD - JEFFERSON (1998) FZ2560 FZ2560 *CURRENT SURVEY CONTROL FZ2560 ___________________________________________________________________ FZ2560* NAD 83(1986)- 36 29 51.25005(N) 081 24 37.22489(W) ADJUSTED FZ2560* NAVD 88 - 891.8 (meters) 2926. (feet) VERTCON FZ2560 ___________________________________________________________________ FZ2560 LAPLACE CORR- -4.03 (seconds) DEFLEC99 FZ2560 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2560 FZ2560 HORZ ORDER - SECOND FZ2560 FZ2560.The North Carolina HARNS have been completed but, FZ2560.due to contractual restrictions, coordinates for these stations FZ2560.will NOT be published in the near future. In the interim, the FZ2560.published coordinates in North Carolina will not be FZ2560.consistent with the Continuously Operating Reference Stations FZ2560.(CORS). The HARN coordinates for these stations are available FZ2560.upon request. Contact Gary Thompson(919-733-3836). FZ2560. FZ2560.In addition, the published North Carolina positions FZ2560.(NAD 83 (1986)) are NOT consistent with those determined in FZ2560.adjacent state readjustments. The discontinuity between stations FZ2560.located in North Carolina and those in adjacent states FZ2560.which have been adjusted to the HARN may be as much as 5 FZ2560.decimeters. This will result in a significant loss of accuracy FZ2560.over lines crossing such state borders. FZ2560 FZ2560 FZ2560.The horizontal coordinates were established by classical geodetic methods FZ2560.and adjusted by the National Geodetic Survey in February 1991. FZ2560 FZ2560.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2560 FZ2560.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2560 FZ2560.The geoid height was determined by GEOID03. FZ2560 FZ2560; North East Units Scale Factor Converg. FZ2560;SPC NC - 307,436.198 393,647.078 MT 1.00010918 -1 23 28.2 FZ2560;SPC NC - 1,008,646.93 1,291,490.46 sFT 1.00010918 -1 23 28.2 FZ2560;UTM 17 - 4,039,216.750 463,250.630 MT 0.99961664 -0 14 38.6 FZ2560 FZ2560! - Elev Factor x Scale Factor = Combined Factor FZ2560!SPC NC - 0.99986496 x 1.00010918 = 0.99997412 FZ2560!UTM 17 - 0.99986496 x 0.99961664 = 0.99948165 FZ2560 FZ2560 SUPERSEDED SURVEY CONTROL FZ2560 FZ2560 NGVD 29 (02/11/91) 891.9 (m) 2926. (f) VERT ANG FZ2560 FZ2560.Superseded values are not recommended for survey control. FZ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2560.See file dsdata.txt to determine how the superseded data were derived. FZ2560 FZ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6325139217(NAD 83) FZ2560_MARKER: DE = TRAVERSE STATION DISK FZ2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2560_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2560_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2560+STABILITY: SURFACE MOTION FZ2560 FZ2560 HISTORY - Date Condition Report By FZ2560 HISTORY - 1979 MONUMENTED NCGS FZ2560 FZ2560 STATION DESCRIPTION FZ2560 FZ2560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2560'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.1. MILES FZ2560'WEST-SOUTHWEST OF CRUMPLER AND 6.3 MILES NORTHEAST OF JEFFERSON. FZ2560' FZ2560'TO REACH STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 MILE FZ2560'EAST OF JEFFERSON, FZ2560'PROCEED NORTH ALONG NC 16 FOR 7.1 MILES TO BLEVINS DRIVEWAY ON LEFT FZ2560'AND STATION UP DRIVEWAY NEAR SOUTHEAST CORNER OF BLEVINS HOUSE AND, FZ2560'0.1 MILE NORTH OF SR 1543 (CAP WADDELL ROAD) ENTRANCE. FZ2560' FZ2560'STATION MARK IS A STANDARD DISK STAMPED---BLEVINS 1979---SET IN TOP OF FZ2560'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 60 FZ2560'FEET WEST OF CENTERLINE OF NC 16, 11.6 FEET WEST OF CENTERLINE OF FZ2560'DRIVEWAY, 22.5 FEET WEST OF TELEPHONE POLE WITH REFERENCE TAG, 38.2 FZ2560'FEET SOUTH OF SOUTHEAST CORNER OF HOUSE, 16.1 FEET SOUTHEAST OF FENCE FZ2560'POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2878 *********************************************************************** FZ2878 DESIGNATION - BRANDI FZ2878 PID - FZ2878 FZ2878 STATE/COUNTY- NC/ASHE FZ2878 USGS QUAD - JEFFERSON (1998) FZ2878 FZ2878 *CURRENT SURVEY CONTROL FZ2878 ___________________________________________________________________ FZ2878* NAD 83(1986)- 36 24 29.55951(N) 081 28 41.91116(W) ADJUSTED FZ2878* NAVD 88 - 958.6 (meters) 3145. (feet) VERTCON FZ2878 ___________________________________________________________________ FZ2878 LAPLACE CORR- -4.47 (seconds) DEFLEC99 FZ2878 GEOID HEIGHT- -31.19 (meters) GEOID03 FZ2878 FZ2878 HORZ ORDER - SECOND FZ2878 FZ2878.The North Carolina HARNS have been completed but, FZ2878.due to contractual restrictions, coordinates for these stations FZ2878.will NOT be published in the near future. In the interim, the FZ2878.published coordinates in North Carolina will not be FZ2878.consistent with the Continuously Operating Reference Stations FZ2878.(CORS). The HARN coordinates for these stations are available FZ2878.upon request. Contact Gary Thompson(919-733-3836). FZ2878. FZ2878.In addition, the published North Carolina positions FZ2878.(NAD 83 (1986)) are NOT consistent with those determined in FZ2878.adjacent state readjustments. The discontinuity between stations FZ2878.located in North Carolina and those in adjacent states FZ2878.which have been adjusted to the HARN may be as much as 5 FZ2878.decimeters. This will result in a significant loss of accuracy FZ2878.over lines crossing such state borders. FZ2878 FZ2878 FZ2878.The horizontal coordinates were established by classical geodetic methods FZ2878.and adjusted by the National Geodetic Survey in September 1993. FZ2878 FZ2878.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2878 FZ2878.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2878 FZ2878.The geoid height was determined by GEOID03. FZ2878 FZ2878; North East Units Scale Factor Converg. FZ2878;SPC NC - 297,672.435 387,311.155 MT 1.00007638 -1 25 49.5 FZ2878;SPC NC - 976,613.65 1,270,703.35 sFT 1.00007638 -1 25 49.5 FZ2878;UTM 17 - 4,029,332.811 457,114.291 MT 0.99962266 -0 17 02.0 FZ2878 FZ2878! - Elev Factor x Scale Factor = Combined Factor FZ2878!SPC NC - 0.99985447 x 1.00007638 = 0.99993084 FZ2878!UTM 17 - 0.99985447 x 0.99962266 = 0.99947719 FZ2878 FZ2878 SUPERSEDED SURVEY CONTROL FZ2878 FZ2878 NGVD 29 (10/27/97) 958.7 (m) 3145. (f) VERT ANG FZ2878 FZ2878.Superseded values are not recommended for survey control. FZ2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2878.See file dsdata.txt to determine how the superseded data were derived. FZ2878 FZ2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5711429333(NAD 83) FZ2878_MARKER: DH = HORIZONTAL CONTROL DISK FZ2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2878_SP_SET: CONCRETE POST FZ2878_STAMPING: BRANDI 1984 FZ2878_MARK LOGO: NCGS FZ2878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2878+STABILITY: SURFACE MOTION FZ2878 FZ2878 HISTORY - Date Condition Report By FZ2878 HISTORY - 1984 MONUMENTED NCGS FZ2878 FZ2878 STATION DESCRIPTION FZ2878 FZ2878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2878'STATION IS LOCATED ABOUT 1.4 KM (0.9 MI) EAST-NORTHEAST OF WEST FZ2878'JEFFERSON AND 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF JEFFERSON. FZ2878'ALONG US 221 BYPASS (ROBERT BARR EXPRESSWAY) FOR 2.4 KM (1.5 MI) SOUTH FZ2878'FROM US 221 BUSINESS (AT THE EAST SIDE OF JEFFERSON), OR 0.5 KM FZ2878'(0.3 MI) NORTH FROM SR 1149 (MT. JEFFERSON ROAD), ON TOP OF A HIGH FZ2878'BANK BETWEEN THE HIGHWAY AND SR 1251, AND ABOUT 45 M (147.6 FT) SOUTH FZ2878'OF DEADEND OF ROAD. FZ2878'MARK IS A STANDARD NCGS DISK STAMPED---BRANDI 1984---, SET INTO THE FZ2878'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 6 FZ2878'INCHES ABOVE GROUND. LOCATED 44.9 M (147.3 FT) EAST-SOUTHEAST OF THE FZ2878'CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT) WEST-NORTHWEST OF THE FZ2878'CENTERLINE OF THE ROAD, 5.3 M (17.4 FT) NORTHWEST OF A FENCE POST FZ2878'WITH A REFERENCE TAG IN A RIGHT-OF-WAY FENCE, 28.1 M (92.2 FT) FZ2878'WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM THE CENTER OF THE EAST FZ2878'HEADWALL, 20.9 M (68.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF A METAL FZ2878'DRAIN GRATE, AND 60 M (196.8 FT) SOUTH-SOUTHWEST OF THE BRANDIWOOD FZ2878'SUBDIVISION SIGN AT THE DEAD END OF THE ROAD. MARK IS 10 FEET ABOVE FZ2878'ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2561 *********************************************************************** FZ2561 DESIGNATION - BREWER FZ2561 PID - FZ2561 FZ2561 STATE/COUNTY- NC/ASHE FZ2561 USGS QUAD - PARK (1978) FZ2561 FZ2561 *CURRENT SURVEY CONTROL FZ2561 ___________________________________________________________________ FZ2561* NAD 83(1986)- 36 30 08.85242(N) 081 33 52.51268(W) ADJUSTED FZ2561* NAVD 88 - 1173.5 (meters) 3850. (feet) VERTCON FZ2561 ___________________________________________________________________ FZ2561 LAPLACE CORR- -3.42 (seconds) DEFLEC99 FZ2561 GEOID HEIGHT- -30.93 (meters) GEOID03 FZ2561 FZ2561 HORZ ORDER - SECOND FZ2561 FZ2561.The North Carolina HARNS have been completed but, FZ2561.due to contractual restrictions, coordinates for these stations FZ2561.will NOT be published in the near future. In the interim, the FZ2561.published coordinates in North Carolina will not be FZ2561.consistent with the Continuously Operating Reference Stations FZ2561.(CORS). The HARN coordinates for these stations are available FZ2561.upon request. Contact Gary Thompson(919-733-3836). FZ2561. FZ2561.In addition, the published North Carolina positions FZ2561.(NAD 83 (1986)) are NOT consistent with those determined in FZ2561.adjacent state readjustments. The discontinuity between stations FZ2561.located in North Carolina and those in adjacent states FZ2561.which have been adjusted to the HARN may be as much as 5 FZ2561.decimeters. This will result in a significant loss of accuracy FZ2561.over lines crossing such state borders. FZ2561 FZ2561 FZ2561.The horizontal coordinates were established by classical geodetic methods FZ2561.and adjusted by the National Geodetic Survey in February 1991. FZ2561 FZ2561.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2561 FZ2561.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2561 FZ2561.The geoid height was determined by GEOID03. FZ2561 FZ2561; North East Units Scale Factor Converg. FZ2561;SPC NC - 308,324.947 379,844.372 MT 1.00011105 -1 28 48.7 FZ2561;SPC NC - 1,011,562.76 1,246,206.08 sFT 1.00011105 -1 28 48.7 FZ2561;UTM 17 - 4,039,829.032 449,439.632 MT 0.99963149 -0 20 09.1 FZ2561 FZ2561! - Elev Factor x Scale Factor = Combined Factor FZ2561!SPC NC - 0.99982072 x 1.00011105 = 0.99993175 FZ2561!UTM 17 - 0.99982072 x 0.99963149 = 0.99945228 FZ2561 FZ2561 SUPERSEDED SURVEY CONTROL FZ2561 FZ2561 NGVD 29 (02/11/91) 1173.5 (m) 3850. (f) VERT ANG FZ2561 FZ2561.Superseded values are not recommended for survey control. FZ2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2561.See file dsdata.txt to determine how the superseded data were derived. FZ2561 FZ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4944039829(NAD 83) FZ2561_MARKER: DE = TRAVERSE STATION DISK FZ2561_SETTING: 80 = SET IN A BOULDER FZ2561_SP_SET: SET IN DRILL HOLE IN A BOULDER FZ2561_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2561+STABILITY: SURFACE MOTION FZ2561 FZ2561 HISTORY - Date Condition Report By FZ2561 HISTORY - 1979 MONUMENTED NCGS FZ2561 FZ2561 STATION DESCRIPTION FZ2561 FZ2561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2561'STATION IS LOCATED APPROXIMATELY 2.7 MILES WEST OF LANSING AND 7.6 FZ2561'MILES NORTHWEST OF JEFFERSON. FZ2561' FZ2561'TO REACH STATION FROM LANSING POST OFFICE ON NC 194, PROCEED WEST FZ2561'ALONG NC 194 FOR 0.1 MILE TO SR 1353 (HORSE CREEK RD), NORTHWEST FZ2561'ALONG SR 1353 FOR 0.65 MILE TO SR 1324 (LITTLE HORSE CREEK RD) ON FZ2561'LEFT, NORTHWEST ALONG SR 1324 FOR 2.3 MILES TO SR 1334 ON LEFT, WEST FZ2561'ALONG SR 1334 FOR 1.75 MILE TO SR 1332 ON LEFT, SOUTH ALONG SR 1332 FZ2561'FOR 0.5 MILE TO SR 1338 ON LEFT, SOUTHEAST ALONG SR 1338 FOR 0.35 FZ2561'MILE TO END OF STATE MAINTAINENCE. THENCE BY NORTH SIDE OF HOUSE FZ2561'NORTHEASTERLY ALONG PASTURE ROAD AND SOUTHERLY ALONG RIDGE TO STATION FZ2561'DRILLED INTO 8 BY 12 INCH BOULDER NEAR HIGHEST POINT OF PASTURE ON FZ2561'EAST SIDE OF KNOB AND SOUTHEAST OF TRAIL. FZ2561' FZ2561'STATION MARK IS A STANDARD DISK STAMPED---BREWER 1979---SET IN TOP OF FZ2561'A ROCK 8 BY 12 INCHES 3 INCHES ABOVE GROUND SURFACE. MARK IS 51.3 FZ2561'FEET EAST OF 18 INCH HICKORY, 77.7 FEET SOUTH-SOUTHWEST OF 24 INCH FZ2561'HICKORY AND 38.2 FEET SOUTHEAST OF FENCE POST ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2562 *********************************************************************** FZ2562 DESIGNATION - BRINEGAR FZ2562 PID - FZ2562 FZ2562 STATE/COUNTY- NC/ASHE FZ2562 USGS QUAD - MOUTH OF WILSON (1991) FZ2562 FZ2562 *CURRENT SURVEY CONTROL FZ2562 ___________________________________________________________________ FZ2562* NAD 83(1986)- 36 30 20.45468(N) 081 21 39.66518(W) ADJUSTED FZ2562* NAVD 88 - 895.4 (meters) 2938. (feet) VERTCON FZ2562 ___________________________________________________________________ FZ2562 LAPLACE CORR- -4.00 (seconds) DEFLEC99 FZ2562 GEOID HEIGHT- -31.36 (meters) GEOID03 FZ2562 FZ2562 HORZ ORDER - SECOND FZ2562 FZ2562.The North Carolina HARNS have been completed but, FZ2562.due to contractual restrictions, coordinates for these stations FZ2562.will NOT be published in the near future. In the interim, the FZ2562.published coordinates in North Carolina will not be FZ2562.consistent with the Continuously Operating Reference Stations FZ2562.(CORS). The HARN coordinates for these stations are available FZ2562.upon request. Contact Gary Thompson(919-733-3836). FZ2562. FZ2562.In addition, the published North Carolina positions FZ2562.(NAD 83 (1986)) are NOT consistent with those determined in FZ2562.adjacent state readjustments. The discontinuity between stations FZ2562.located in North Carolina and those in adjacent states FZ2562.which have been adjusted to the HARN may be as much as 5 FZ2562.decimeters. This will result in a significant loss of accuracy FZ2562.over lines crossing such state borders. FZ2562 FZ2562 FZ2562.The horizontal coordinates were established by classical geodetic methods FZ2562.and adjusted by the National Geodetic Survey in February 1991. FZ2562 FZ2562.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2562 FZ2562.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2562 FZ2562.The geoid height was determined by GEOID03. FZ2562 FZ2562; North East Units Scale Factor Converg. FZ2562;SPC NC - 308,230.064 398,086.659 MT 1.00011228 -1 21 45.8 FZ2562;SPC NC - 1,011,251.47 1,306,055.98 sFT 1.00011228 -1 21 45.8 FZ2562;UTM 17 - 4,040,098.928 467,671.227 MT 0.99961288 -0 12 53.2 FZ2562 FZ2562! - Elev Factor x Scale Factor = Combined Factor FZ2562!SPC NC - 0.99986441 x 1.00011228 = 0.99997668 FZ2562!UTM 17 - 0.99986441 x 0.99961288 = 0.99947735 FZ2562 FZ2562 SUPERSEDED SURVEY CONTROL FZ2562 FZ2562 NGVD 29 (02/11/91) 895.5 (m) 2938. (f) VERT ANG FZ2562 FZ2562.Superseded values are not recommended for survey control. FZ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2562.See file dsdata.txt to determine how the superseded data were derived. FZ2562 FZ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6767140099(NAD 83) FZ2562_MARKER: DE = TRAVERSE STATION DISK FZ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2562+STABILITY: SURFACE MOTION FZ2562 FZ2562 HISTORY - Date Condition Report By FZ2562 HISTORY - 1979 MONUMENTED NCGS FZ2562 FZ2562 STATION DESCRIPTION FZ2562 FZ2562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2562'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES EAST OF CRUMPLER AND FZ2562'8.3 MILES NORTHEAST OF JEFFERSON AT CHESTNUT HILL COMMUNITY. FZ2562' FZ2562'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88. AND NC 16, 1.5 FZ2562'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 6.35 MILES TO FZ2562'THE NC 16 BRIDGE OVER SR 1573, THENCE FROM THE SR 1573 UNDERPASS OF FZ2562'NC 16 BRIDGE, PROCEED EAST ALONG SR 1573 FOR 0.95 MILE TO SR 1567 ON FZ2562'RIGHT, THENCE EAST ALONG SR 1567 FOR 1.9 MILES TO SR 1552 ON LEFT, FZ2562'THENCE PROCEED NORTH ALONG SR 1552 FOR 0.35 MILES TO BRINEGAR FZ2562'RESIDENCE ON LEFT AND STATION NEAR NORTHEAST CORNER OF HOUSE ABOUT 15 FZ2562'FEET ABOVE HIGHWAY. FZ2562' FZ2562'STATION MARK IS A STANDARD DISK STAMPED---BRINEGAR 1979---SET IN TOP FZ2562'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2562'49.0 FEET NORTH OF NORTHEAST CORNER OF BRINEGAR HOME, 15.4 FEET FZ2562'NORTH-NORTHWEST OF EASTERNMOST FENCE POST, 122.0 FEET NORTHEAST OF FZ2562'TELEPHONE POLE WITH REFERENCE TAG, AND 52.9 FEET SOUTHEAST OF FZ2562'EASTERNMOST CLOTHES LINE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2563 *********************************************************************** FZ2563 DESIGNATION - BUCKEYE FZ2563 PID - FZ2563 FZ2563 STATE/COUNTY- NC/ASHE FZ2563 USGS QUAD - GRASSY CREEK (1978) FZ2563 FZ2563 *CURRENT SURVEY CONTROL FZ2563 ___________________________________________________________________ FZ2563* NAD 83(1986)- 36 31 15.33245(N) 081 24 41.42503(W) ADJUSTED FZ2563* NAVD 88 - 790.6 (meters) 2594. (feet) VERTCON FZ2563 ___________________________________________________________________ FZ2563 LAPLACE CORR- -4.38 (seconds) DEFLEC99 FZ2563 GEOID HEIGHT- -31.21 (meters) GEOID03 FZ2563 FZ2563 HORZ ORDER - SECOND FZ2563 FZ2563.The North Carolina HARNS have been completed but, FZ2563.due to contractual restrictions, coordinates for these stations FZ2563.will NOT be published in the near future. In the interim, the FZ2563.published coordinates in North Carolina will not be FZ2563.consistent with the Continuously Operating Reference Stations FZ2563.(CORS). The HARN coordinates for these stations are available FZ2563.upon request. Contact Gary Thompson(919-733-3836). FZ2563. FZ2563.In addition, the published North Carolina positions FZ2563.(NAD 83 (1986)) are NOT consistent with those determined in FZ2563.adjacent state readjustments. The discontinuity between stations FZ2563.located in North Carolina and those in adjacent states FZ2563.which have been adjusted to the HARN may be as much as 5 FZ2563.decimeters. This will result in a significant loss of accuracy FZ2563.over lines crossing such state borders. FZ2563 FZ2563 FZ2563.The horizontal coordinates were established by classical geodetic methods FZ2563.and adjusted by the National Geodetic Survey in February 1991. FZ2563 FZ2563.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2563 FZ2563.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2563 FZ2563.The geoid height was determined by GEOID03. FZ2563 FZ2563; North East Units Scale Factor Converg. FZ2563;SPC NC - 310,030.071 393,605.530 MT 1.00011816 -1 23 30.7 FZ2563;SPC NC - 1,017,156.99 1,291,354.14 sFT 1.00011816 -1 23 30.7 FZ2563;SPC VA S - 1,024,839.393 3,239,252.435 MT 1.00005368 -1 46 01.4 FZ2563;UTM 17 - 4,041,807.983 463,157.212 MT 0.99961672 -0 14 41.6 FZ2563 FZ2563! - Elev Factor x Scale Factor = Combined Factor FZ2563!SPC NC - 0.99988083 x 1.00011816 = 0.99999898 FZ2563!SPC VA S - 0.99988083 x 1.00005368 = 0.99993451 FZ2563!UTM 17 - 0.99988083 x 0.99961672 = 0.99949760 FZ2563 FZ2563 SUPERSEDED SURVEY CONTROL FZ2563 FZ2563 NGVD 29 (02/11/91) 790.7 (m) 2594. (f) VERT ANG FZ2563 FZ2563.Superseded values are not recommended for survey control. FZ2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2563.See file dsdata.txt to determine how the superseded data were derived. FZ2563 FZ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6315741808(NAD 83) FZ2563_MARKER: DE = TRAVERSE STATION DISK FZ2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2563_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2563+STABILITY: SURFACE MOTION FZ2563 FZ2563 HISTORY - Date Condition Report By FZ2563 HISTORY - 1979 MONUMENTED NCGS FZ2563 FZ2563 STATION DESCRIPTION FZ2563 FZ2563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2563'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.6 MILES NORTHWEST FZ2563'OF CRUMPLER AND 7.8 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2563' FZ2563'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2563'PROCEED NORTH ALONG NC 16 FOR 0.15 MILE TO STATION ON RIGHT NEAR FZ2563'LARGE BUCKEYE TREE. FZ2563' FZ2563'STATION MARK IS A STANDARD DISK STAMPED---BUCKEYE 1979---SET IN TOP OF FZ2563'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2563'30.5 FEET NORTHEAST OF CENTERLINE OF NC 16, 33.8 FEET NORTH-NORTHEAST FZ2563'OF CENTERLINE INTERSECTION NC 16 AND DIRT ROAD, AND 9.1 FEET WEST OF 3 FZ2563'INCH FORKED BUCKEYE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2567 *********************************************************************** FZ2567 DESIGNATION - CABLE FZ2567 PID - FZ2567 FZ2567 STATE/COUNTY- NC/ASHE FZ2567 USGS QUAD - GRASSY CREEK (1978) FZ2567 FZ2567 *CURRENT SURVEY CONTROL FZ2567 ___________________________________________________________________ FZ2567* NAD 83(1986)- 36 30 05.43161(N) 081 29 49.59999(W) ADJUSTED FZ2567* NAVD 88 - 922.8 (meters) 3028. (feet) VERTCON FZ2567 ___________________________________________________________________ FZ2567 LAPLACE CORR- -3.33 (seconds) DEFLEC99 FZ2567 GEOID HEIGHT- -31.05 (meters) GEOID03 FZ2567 FZ2567 HORZ ORDER - SECOND FZ2567 FZ2567.The North Carolina HARNS have been completed but, FZ2567.due to contractual restrictions, coordinates for these stations FZ2567.will NOT be published in the near future. In the interim, the FZ2567.published coordinates in North Carolina will not be FZ2567.consistent with the Continuously Operating Reference Stations FZ2567.(CORS). The HARN coordinates for these stations are available FZ2567.upon request. Contact Gary Thompson(919-733-3836). FZ2567. FZ2567.In addition, the published North Carolina positions FZ2567.(NAD 83 (1986)) are NOT consistent with those determined in FZ2567.adjacent state readjustments. The discontinuity between stations FZ2567.located in North Carolina and those in adjacent states FZ2567.which have been adjusted to the HARN may be as much as 5 FZ2567.decimeters. This will result in a significant loss of accuracy FZ2567.over lines crossing such state borders. FZ2567 FZ2567 FZ2567.The horizontal coordinates were established by classical geodetic methods FZ2567.and adjusted by the National Geodetic Survey in February 1991. FZ2567 FZ2567.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2567 FZ2567.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2567 FZ2567.The geoid height was determined by GEOID03. FZ2567 FZ2567; North East Units Scale Factor Converg. FZ2567;SPC NC - 308,065.408 385,885.461 MT 1.00011069 -1 26 28.5 FZ2567;SPC NC - 1,010,711.26 1,266,025.88 sFT 1.00011069 -1 26 28.5 FZ2567;UTM 17 - 4,039,690.323 455,481.782 MT 0.99962442 -0 17 44.6 FZ2567 FZ2567! - Elev Factor x Scale Factor = Combined Factor FZ2567!SPC NC - 0.99986007 x 1.00011069 = 0.99997074 FZ2567!UTM 17 - 0.99986007 x 0.99962442 = 0.99948454 FZ2567 FZ2567 SUPERSEDED SURVEY CONTROL FZ2567 FZ2567 NGVD 29 (02/11/91) 922.9 (m) 3028. (f) VERT ANG FZ2567 FZ2567.Superseded values are not recommended for survey control. FZ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2567.See file dsdata.txt to determine how the superseded data were derived. FZ2567 FZ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5548239690(NAD 83) FZ2567_MARKER: DE = TRAVERSE STATION DISK FZ2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2567_SP_SET: CONCRETE POST FZ2567_STAMPING: CABLE 1979 FZ2567_MARK LOGO: NCGS FZ2567_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2567+STABILITY: SURFACE MOTION FZ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2567+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991 FZ2567 FZ2567 HISTORY - Date Condition Report By FZ2567 HISTORY - 1979 MONUMENTED NCGS FZ2567 HISTORY - 1979 GOOD NCGS FZ2567 HISTORY - 19911009 GOOD NCGS FZ2567 FZ2567 STATION DESCRIPTION FZ2567 FZ2567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2567'THE STATION IS LOCATED APPROXIMATELY 0.8 MILES EAST OF LANSING AND FZ2567'5.8 MILES NORTH-NORTHWEST OF JEFFERSON. FZ2567' FZ2567'TO REACH THE STATION FROM THE POST OFFICE IN LANSING, PROCEED NORTH FZ2567'ALONG NC 194 FOR 0.4 MILES TO THE SCHOOL AND SR 1517 ON RIGHT, THENCE FZ2567'EAST ALONG SR 1517 FOR 0.6 MILES TO ROAD ON LEFT LEADING AROUND EAST FZ2567'SIDE OF FIELD, THENCE NORTH ALONG FIELD ROAD FOR 0.1 MILE TO CABLE TV FZ2567'ANTENNA AND STATION NEAR SMALL BUILDING. FZ2567' FZ2567'STATION MARK IS A STANDARD DISK STAMPED---CABLE 1979---SET IN TOP OF A FZ2567'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 9.7 FZ2567'FEET NORTH OF CENTERLINE OF DIRT ROAD, 17.1 FEET WEST OF SOUTHWEST FZ2567'CORNER BUILDING, 38.8 FEET NORTH-NORTHWEST OF POWER POLE WITH FZ2567'TRANSFORMER AND REFERENCE TAG, 29.6 FEET SOUTH-SOUTHEAST OF A 10 INCH FZ2567'POPLAR WITH REFERENCE TA, 4.8 FEET NORTHWEST OF ANTENNA POLE WITH FZ2567'REFERENCE TAG, AND 17.6 FEET SOUTH-SOUTHWEST OF ANTENNA POLE WITH FZ2567'REFERENCE TAG. FZ2567 FZ2567 STATION RECOVERY (1979) FZ2567 FZ2567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2567'RECOVERED IN GOOD CONDITION. FZ2567 FZ2567 STATION RECOVERY (1991) FZ2567 FZ2567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2567'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2568 *********************************************************************** FZ2568 DESIGNATION - CAP FZ2568 PID - FZ2568 FZ2568 STATE/COUNTY- NC/ASHE FZ2568 USGS QUAD - JEFFERSON (1998) FZ2568 FZ2568 *CURRENT SURVEY CONTROL FZ2568 ___________________________________________________________________ FZ2568* NAD 83(1986)- 36 29 40.76564(N) 081 24 34.97033(W) ADJUSTED FZ2568* NAVD 88 - 889.9 (meters) 2920. (feet) VERTCON FZ2568 ___________________________________________________________________ FZ2568 LAPLACE CORR- -4.00 (seconds) DEFLEC99 FZ2568 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2568 FZ2568 HORZ ORDER - SECOND FZ2568 FZ2568.The North Carolina HARNS have been completed but, FZ2568.due to contractual restrictions, coordinates for these stations FZ2568.will NOT be published in the near future. In the interim, the FZ2568.published coordinates in North Carolina will not be FZ2568.consistent with the Continuously Operating Reference Stations FZ2568.(CORS). The HARN coordinates for these stations are available FZ2568.upon request. Contact Gary Thompson(919-733-3836). FZ2568. FZ2568.In addition, the published North Carolina positions FZ2568.(NAD 83 (1986)) are NOT consistent with those determined in FZ2568.adjacent state readjustments. The discontinuity between stations FZ2568.located in North Carolina and those in adjacent states FZ2568.which have been adjusted to the HARN may be as much as 5 FZ2568.decimeters. This will result in a significant loss of accuracy FZ2568.over lines crossing such state borders. FZ2568 FZ2568 FZ2568.The horizontal coordinates were established by classical geodetic methods FZ2568.and adjusted by the National Geodetic Survey in February 1991. FZ2568 FZ2568.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2568 FZ2568.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2568 FZ2568.The geoid height was determined by GEOID03. FZ2568 FZ2568; North East Units Scale Factor Converg. FZ2568;SPC NC - 307,111.720 393,695.333 MT 1.00010807 -1 23 26.9 FZ2568;SPC NC - 1,007,582.37 1,291,648.77 sFT 1.00010807 -1 23 26.9 FZ2568;UTM 17 - 4,038,893.461 463,305.343 MT 0.99961659 -0 14 37.2 FZ2568 FZ2568! - Elev Factor x Scale Factor = Combined Factor FZ2568!SPC NC - 0.99986526 x 1.00010807 = 0.99997331 FZ2568!UTM 17 - 0.99986526 x 0.99961659 = 0.99948190 FZ2568 FZ2568 SUPERSEDED SURVEY CONTROL FZ2568 FZ2568 NGVD 29 (02/11/91) 890.0 (m) 2920. (f) VERT ANG FZ2568 FZ2568.Superseded values are not recommended for survey control. FZ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2568.See file dsdata.txt to determine how the superseded data were derived. FZ2568 FZ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6330538893(NAD 83) FZ2568_MARKER: DE = TRAVERSE STATION DISK FZ2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2568_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2568+STABILITY: SURFACE MOTION FZ2568 FZ2568 HISTORY - Date Condition Report By FZ2568 HISTORY - 1979 MONUMENTED NCGS FZ2568 FZ2568 STATION DESCRIPTION FZ2568 FZ2568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2568'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.1 MILE SOUTHWEST OF FZ2568'CRUMPLER AND 6.0 MILES NORTHEAST OF JEFFERSON. FZ2568' FZ2568'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 FZ2568'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 6.9 MILES TO FZ2568'STATION IN LEFT SHOULDER AND 0.1 MILE SOUTH OF SR 1543 ENTRANCE. FZ2568' FZ2568'STATION MARK IS A STANDARD DISK STAMPED---CAP 1979---SET IN TOP OF A FZ2568'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE MARK IS FZ2568'16.4 FEET WEST OF CENTERLINE OF NC 16, 54.8 FEET SOUTH-SOUTHWEST OF FZ2568'CENTERLINE INTERSECTION OF NC 16 AND GRAVEL DRIVE, 126.4 FEET SOUTH OF FZ2568'NORTH END OF GUARD RAIL, 27.2 FEET NORTH OF SOUTH END OF GUARD RAIL FZ2568'AND 2.0 FEET EAST OF GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2879 *********************************************************************** FZ2879 DESIGNATION - CAREER FZ2879 PID - FZ2879 FZ2879 STATE/COUNTY- NC/ASHE FZ2879 USGS QUAD - JEFFERSON (1998) FZ2879 FZ2879 *CURRENT SURVEY CONTROL FZ2879 ___________________________________________________________________ FZ2879* NAD 83(1986)- 36 23 52.11202(N) 081 28 55.73477(W) ADJUSTED FZ2879* NAVD 88 - 965.1 (meters) 3166. (feet) VERTCON FZ2879 ___________________________________________________________________ FZ2879 LAPLACE CORR- -4.48 (seconds) DEFLEC99 FZ2879 GEOID HEIGHT- -31.20 (meters) GEOID03 FZ2879 FZ2879 HORZ ORDER - SECOND FZ2879 FZ2879.The North Carolina HARNS have been completed but, FZ2879.due to contractual restrictions, coordinates for these stations FZ2879.will NOT be published in the near future. In the interim, the FZ2879.published coordinates in North Carolina will not be FZ2879.consistent with the Continuously Operating Reference Stations FZ2879.(CORS). The HARN coordinates for these stations are available FZ2879.upon request. Contact Gary Thompson(919-733-3836). FZ2879. FZ2879.In addition, the published North Carolina positions FZ2879.(NAD 83 (1986)) are NOT consistent with those determined in FZ2879.adjacent state readjustments. The discontinuity between stations FZ2879.located in North Carolina and those in adjacent states FZ2879.which have been adjusted to the HARN may be as much as 5 FZ2879.decimeters. This will result in a significant loss of accuracy FZ2879.over lines crossing such state borders. FZ2879 FZ2879 FZ2879.The horizontal coordinates were established by classical geodetic methods FZ2879.and adjusted by the National Geodetic Survey in September 1993. FZ2879 FZ2879.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2879 FZ2879.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2879 FZ2879.The geoid height was determined by GEOID03. FZ2879 FZ2879; North East Units Scale Factor Converg. FZ2879;SPC NC - 296,527.032 386,937.949 MT 1.00007272 -1 25 57.4 FZ2879;SPC NC - 972,855.77 1,269,478.92 sFT 1.00007272 -1 25 57.4 FZ2879;UTM 17 - 4,028,180.691 456,764.237 MT 0.99962303 -0 17 10.0 FZ2879 FZ2879! - Elev Factor x Scale Factor = Combined Factor FZ2879!SPC NC - 0.99985345 x 1.00007272 = 0.99992616 FZ2879!UTM 17 - 0.99985345 x 0.99962303 = 0.99947653 FZ2879 FZ2879 SUPERSEDED SURVEY CONTROL FZ2879 FZ2879 NGVD 29 (10/27/97) 965.2 (m) 3167. (f) VERT ANG FZ2879 FZ2879.Superseded values are not recommended for survey control. FZ2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2879.See file dsdata.txt to determine how the superseded data were derived. FZ2879 FZ2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5676428181(NAD 83) FZ2879_MARKER: DH = HORIZONTAL CONTROL DISK FZ2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2879_SP_SET: CONCRETE POST FZ2879_STAMPING: CAREER 1984 FZ2879_MARK LOGO: NCGS FZ2879_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2879+STABILITY: SURFACE MOTION FZ2879 FZ2879 HISTORY - Date Condition Report By FZ2879 HISTORY - 1984 MONUMENTED NCGS FZ2879 FZ2879 STATION DESCRIPTION FZ2879 FZ2879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2879'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) EAST-SOUTHEAST OF WEST FZ2879'JEFFERSON AND 2.7 KM (1.7 MI) SOUTH-SOUTHWEST OF JEFFERSON. FZ2879'ALONG US 221 BYPASS (ROBERT BARR EXPRESSWAY) FOR 2.0 KM (1.2 MI) NORTH FZ2879'FROM US 221 BUSINESS, NC 163, AND NC 194, TO SR 1152 (ACCESS ROAD TO FZ2879'MOUNT JEFFERSON PARK AND THE ASHE COUNTY CAREER CENTER), ON TOP OF A FZ2879'HIGH BANK OPPOSITE THE T-INTERSECTION. FZ2879'STATION IS A STANDARD NCGS DISK STAMPED---CAREER 1984---, SET INTO THE FZ2879'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2 FZ2879'INCHES ABOVE GROUND. LOCATED 63.6 M (208.7 FT) WEST OF THE WEST END FZ2879'OF A TRAFFIC ISLAND IN SR 1152, 15.2 M (49.9 FT) SOUTH-SOUTHEAST OF A FZ2879'VALVE NEAR A RIGHT-OF-WAY FENCE--AND 11.7 M (38.4 FT) EAST OF A FENCE FZ2879'POST, 17.4 M (57.1 FT) NORTHEAST OF A CENTER BRACE POST--BOTH WITH FZ2879'REFERENCE TAGS. MARK IS 30 FEET ABOVE THE T-INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2569 *********************************************************************** FZ2569 DESIGNATION - CHIEF FZ2569 PID - FZ2569 FZ2569 STATE/COUNTY- NC/ASHE FZ2569 USGS QUAD - GRASSY CREEK (1978) FZ2569 FZ2569 *CURRENT SURVEY CONTROL FZ2569 ___________________________________________________________________ FZ2569* NAD 83(1986)- 36 32 48.67760(N) 081 25 25.38405(W) ADJUSTED FZ2569* NAVD 88 - 845.2 (meters) 2773. (feet) VERTCON FZ2569 ___________________________________________________________________ FZ2569 LAPLACE CORR- -3.89 (seconds) DEFLEC99 FZ2569 GEOID HEIGHT- -31.14 (meters) GEOID03 FZ2569 FZ2569 HORZ ORDER - SECOND FZ2569 FZ2569.The North Carolina HARNS have been completed but, FZ2569.due to contractual restrictions, coordinates for these stations FZ2569.will NOT be published in the near future. In the interim, the FZ2569.published coordinates in North Carolina will not be FZ2569.consistent with the Continuously Operating Reference Stations FZ2569.(CORS). The HARN coordinates for these stations are available FZ2569.upon request. Contact Gary Thompson(919-733-3836). FZ2569. FZ2569.In addition, the published North Carolina positions FZ2569.(NAD 83 (1986)) are NOT consistent with those determined in FZ2569.adjacent state readjustments. The discontinuity between stations FZ2569.located in North Carolina and those in adjacent states FZ2569.which have been adjusted to the HARN may be as much as 5 FZ2569.decimeters. This will result in a significant loss of accuracy FZ2569.over lines crossing such state borders. FZ2569 FZ2569 FZ2569.The horizontal coordinates were established by classical geodetic methods FZ2569.and adjusted by the National Geodetic Survey in February 1991. FZ2569 FZ2569.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2569 FZ2569.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2569 FZ2569.The geoid height was determined by GEOID03. FZ2569 FZ2569; North East Units Scale Factor Converg. FZ2569;SPC NC - 312,933.541 392,582.290 MT 1.00012833 -1 23 56.0 FZ2569;SPC NC - 1,026,682.79 1,287,997.06 sFT 1.00012833 -1 23 56.0 FZ2569;SPC VA S - 1,027,749.292 3,238,248.313 MT 1.00004716 -1 46 28.1 FZ2569;UTM 17 - 4,044,688.934 462,076.615 MT 0.99961772 -0 15 08.3 FZ2569 FZ2569! - Elev Factor x Scale Factor = Combined Factor FZ2569!SPC NC - 0.99987225 x 1.00012833 = 1.00000056 FZ2569!SPC VA S - 0.99987225 x 1.00004716 = 0.99991941 FZ2569!UTM 17 - 0.99987225 x 0.99961772 = 0.99949002 FZ2569 FZ2569 SUPERSEDED SURVEY CONTROL FZ2569 FZ2569 NGVD 29 (02/11/91) 845.4 (m) 2774. (f) VERT ANG FZ2569 FZ2569.Superseded values are not recommended for survey control. FZ2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2569.See file dsdata.txt to determine how the superseded data were derived. FZ2569 FZ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6207744689(NAD 83) FZ2569_MARKER: DE = TRAVERSE STATION DISK FZ2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2569_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2569+STABILITY: SURFACE MOTION FZ2569 FZ2569 HISTORY - Date Condition Report By FZ2569 HISTORY - 1979 MONUMENTED NCGS FZ2569 FZ2569 STATION DESCRIPTION FZ2569 FZ2569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2569'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTHWEST OF GRASSY FZ2569'CREEK AND 9.0 MILES NORTH-NORTHEAST OF JEFFERSON ALONG NC 16, 1.0 FZ2569'MILE NORTH OF THE HELTON CREEK BRIDGE. FZ2569' FZ2569'TO REACH THE STATION FROM THE FIRST INTERSECTION NORTH OF THE NC-VA FZ2569'STATE LINE AT GRASSY CREEK, PROCEED SOUTHWEST ALONG NC 16 FOR 2.65 FZ2569'MILES TO STATION IN RIGHT SHOULDER. FZ2569' FZ2569'STATION MARK IS A STANDARD DISK STAMPED---CHIEF 1979---SET IN TOP OF FZ2569'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE MARK FZ2569'IS 16.5 FEET WEST OF CENTERLINE ON NC 16, 207.4 FEET NORTH OF NORTH FZ2569'END OF GUARD RAIL, AND 329.5 FEET SOUTH OF GUARD RAIL AT INTERSECTION FZ2569'WITH GRAVEL DRIVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2942 *********************************************************************** FZ2942 DESIGNATION - CLIFTON AZ MK FZ2942 PID - FZ2942 FZ2942 STATE/COUNTY- NC/ASHE FZ2942 USGS QUAD - WARRENSVILLE (1966) FZ2942 FZ2942 *CURRENT SURVEY CONTROL FZ2942 ___________________________________________________________________ FZ2942* NAD 83(1986)- 36 26 46.75696(N) 081 34 22.30407(W) ADJUSTED FZ2942* NAVD 88 - 857.0 (meters) 2812. (feet) VERTCON FZ2942 ___________________________________________________________________ FZ2942 LAPLACE CORR- -2.01 (seconds) DEFLEC99 FZ2942 GEOID HEIGHT- -30.96 (meters) GEOID03 FZ2942 FZ2942 HORZ ORDER - SECOND FZ2942 FZ2942.The North Carolina HARNS have been completed but, FZ2942.due to contractual restrictions, coordinates for these stations FZ2942.will NOT be published in the near future. In the interim, the FZ2942.published coordinates in North Carolina will not be FZ2942.consistent with the Continuously Operating Reference Stations FZ2942.(CORS). The HARN coordinates for these stations are available FZ2942.upon request. Contact Gary Thompson(919-733-3836). FZ2942. FZ2942.In addition, the published North Carolina positions FZ2942.(NAD 83 (1986)) are NOT consistent with those determined in FZ2942.adjacent state readjustments. The discontinuity between stations FZ2942.located in North Carolina and those in adjacent states FZ2942.which have been adjusted to the HARN may be as much as 5 FZ2942.decimeters. This will result in a significant loss of accuracy FZ2942.over lines crossing such state borders. FZ2942 FZ2942 FZ2942.The horizontal coordinates were established by classical geodetic methods FZ2942.and adjusted by the National Geodetic Survey in September 1993. FZ2942 FZ2942.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2942 FZ2942.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2942 FZ2942.The geoid height was determined by GEOID03. FZ2942 FZ2942; North East Units Scale Factor Converg. FZ2942;SPC NC - 302,116.127 378,941.708 MT 1.00009007 -1 29 05.9 FZ2942;SPC NC - 991,192.66 1,243,244.59 sFT 1.00009007 -1 29 05.9 FZ2942;UTM 17 - 4,033,606.337 448,661.528 MT 0.99963247 -0 20 25.2 FZ2942 FZ2942! - Elev Factor x Scale Factor = Combined Factor FZ2942!SPC NC - 0.99987038 x 1.00009007 = 0.99996044 FZ2942!UTM 17 - 0.99987038 x 0.99963247 = 0.99950290 FZ2942 FZ2942 SUPERSEDED SURVEY CONTROL FZ2942 FZ2942 NGVD 29 (10/27/97) 857.0 (m) 2812. (f) VERT ANG FZ2942 FZ2942.Superseded values are not recommended for survey control. FZ2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2942.See file dsdata.txt to determine how the superseded data were derived. FZ2942 FZ2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4866233606(NAD 83) FZ2942_MARKER: DZ = AZIMUTH MARK DISK FZ2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2942_SP_SET: CONCRETE POST FZ2942_STAMPING: CLIFTON 1991 FZ2942_MARK LOGO: NCGS FZ2942_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2942+STABILITY: SURFACE MOTION FZ2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2942+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ2942 FZ2942 HISTORY - Date Condition Report By FZ2942 HISTORY - 1991 MONUMENTED NCGS FZ2942 FZ2942 STATION DESCRIPTION FZ2942 FZ2942'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2942'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF JEFFERSON, FZ2942'3.1 MI (5.0 KM) WEST-SOUTHWEST OF WARRENSVILLE, IN CLIFTON COMMUNITY. FZ2942'PROCEED ALONG SR 1126 (EDD LITTLE RD) FOR 0.1 MI (0.2 KM) SOUTHWEST FZ2942'FROM NC 88 TO A GRAVEL DRIVE, IN THE NORTHEAST QUADRANT OF THE FZ2942'T-INTERSECTTION. FZ2942'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 15.0 FT FZ2942'(4.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF ROAD, 35.1 FT (10.7 M) FZ2942'EAST-NORTHEAST OF THE CENTERLINE OF GRAVEL DRIVE, 97.3 FT (29.7 M) FZ2942'SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK HOUSE, 20.2 FT (6.2 M) EAST FZ2942'OF THE EAST END OF A 14-INCH CMP DRIVE CULVERT, AND 42.1 FT (12.8 M) FZ2942'SOUTHEAST OF A UTILITY POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2570 *********************************************************************** FZ2570 DESIGNATION - COX FZ2570 PID - FZ2570 FZ2570 STATE/COUNTY- NC/ASHE FZ2570 USGS QUAD - GLENDALE SPRINGS (1967) FZ2570 FZ2570 *CURRENT SURVEY CONTROL FZ2570 ___________________________________________________________________ FZ2570* NAD 83(1986)- 36 22 21.39913(N) 081 25 13.40824(W) ADJUSTED FZ2570* NAVD 88 - 1064.3 (meters) 3492. (feet) VERTCON FZ2570 ___________________________________________________________________ FZ2570 LAPLACE CORR- -6.28 (seconds) DEFLEC99 FZ2570 GEOID HEIGHT- -31.47 (meters) GEOID03 FZ2570 FZ2570 HORZ ORDER - SECOND FZ2570 FZ2570.The North Carolina HARNS have been completed but, FZ2570.due to contractual restrictions, coordinates for these stations FZ2570.will NOT be published in the near future. In the interim, the FZ2570.published coordinates in North Carolina will not be FZ2570.consistent with the Continuously Operating Reference Stations FZ2570.(CORS). The HARN coordinates for these stations are available FZ2570.upon request. Contact Gary Thompson(919-733-3836). FZ2570. FZ2570.In addition, the published North Carolina positions FZ2570.(NAD 83 (1986)) are NOT consistent with those determined in FZ2570.adjacent state readjustments. The discontinuity between stations FZ2570.located in North Carolina and those in adjacent states FZ2570.which have been adjusted to the HARN may be as much as 5 FZ2570.decimeters. This will result in a significant loss of accuracy FZ2570.over lines crossing such state borders. FZ2570 FZ2570 FZ2570.The horizontal coordinates were established by classical geodetic methods FZ2570.and adjusted by the National Geodetic Survey in February 1991. FZ2570 FZ2570.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2570 FZ2570.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2570 FZ2570.The geoid height was determined by GEOID03. FZ2570 FZ2570; North East Units Scale Factor Converg. FZ2570;SPC NC - 293,594.745 392,408.663 MT 1.00006399 -1 23 49.1 FZ2570;SPC NC - 963,235.43 1,287,427.42 sFT 1.00006399 -1 23 49.1 FZ2570;UTM 17 - 4,025,359.776 462,290.079 MT 0.99961752 -0 14 57.5 FZ2570 FZ2570! - Elev Factor x Scale Factor = Combined Factor FZ2570!SPC NC - 0.99983793 x 1.00006399 = 0.99990191 FZ2570!UTM 17 - 0.99983793 x 0.99961752 = 0.99945551 FZ2570 FZ2570 SUPERSEDED SURVEY CONTROL FZ2570 FZ2570 NGVD 29 (11/18/93) 1064.4 (m) 3492. (f) VERT ANG FZ2570 FZ2570.Superseded values are not recommended for survey control. FZ2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2570.See file dsdata.txt to determine how the superseded data were derived. FZ2570 FZ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6229025360(NAD 83) FZ2570_MARKER: DE = TRAVERSE STATION DISK FZ2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2570_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2570+STABILITY: SURFACE MOTION FZ2570 FZ2570 HISTORY - Date Condition Report By FZ2570 HISTORY - 1979 MONUMENTED NCGS FZ2570 HISTORY - 1984 GOOD NCGS FZ2570 FZ2570 STATION DESCRIPTION FZ2570 FZ2570'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2570'THE STATION IS LOCATED ON ROUND KNOB APPROXIMATELY 3.3 MILES NORTHWEST FZ2570'OF GLENDALE SPRINGS AND 4.0 MILES SOUTHEAST OF JEFFERSON. FZ2570' FZ2570'TO REACH THE STATION FROM THE INTERSECTION OF US 221 AND NC 163, 1.5 FZ2570'MILES SOUTH OF WEST JEFFERSON, PROCEED SOUTHEAST ALONG NC 163 FOR 2.95 FZ2570'MILES TO NORTH BEAVER CHURCH AND SR 1159 ON LEFT, THENCE EASTERLY FZ2570'ALONG SR 1159 FOR 2.55 MILES TO SR 1156 ON LEFT, THENCE NORTH ALONG SR FZ2570'1156 FOR 0.8 MILE TO SR 1230 ON LEFT, THENCE NORTHWEST ALONG SR 1230 FZ2570'FOR 0.9 MILE TO END OF STATE MANTAINENCE AND A SUBDIVISION ROAD ON FZ2570'RIGHT, THENCE NORTHERLY ALONG PRIVATE ROAD FOR 0.45 MILE TO HIGHEST FZ2570'POINT OF MOUNTAIN AND STATION LOCATED AT SOUTHEAST EDGE OF FLAT FZ2570'GRADED AREA WITHIN THE DEVELOPMENT. FZ2570' FZ2570'STATION MARK IS A STANDARD DISK STAMPED---COX 1979---SET IN TOP OF A FZ2570'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 55.0 FZ2570'FEET EAST OF NORTHEAST CORNER OF 1 STORY FRAME HOUSE, 94.3 FEET FZ2570'SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 42.4 FEET NORTHEAST OF 10 FZ2570'INCH OAK WITH REFERENCE TAG, 103.4 FEET WEST-NORTHWEST OF 8 INCH PINE FZ2570'AND 76.8 FEET SOUTH-SOUTHEAST OF 18 INCH MAPLE. FZ2570 FZ2570 STATION RECOVERY (1984) FZ2570 FZ2570'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) FZ2570'THE STATION WAS RECOVERED AT THIS DATE. FZ2570' FZ2570'MARK IS IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2571 *********************************************************************** FZ2571 DESIGNATION - CREEK FZ2571 PID - FZ2571 FZ2571 STATE/COUNTY- NC/ASHE FZ2571 USGS QUAD - GRASSY CREEK (1978) FZ2571 FZ2571 *CURRENT SURVEY CONTROL FZ2571 ___________________________________________________________________ FZ2571* NAD 83(1986)- 36 32 09.96426(N) 081 25 17.65585(W) ADJUSTED FZ2571* NAVD 88 - 816.8 (meters) 2680. (feet) VERTCON FZ2571 ___________________________________________________________________ FZ2571 LAPLACE CORR- -4.12 (seconds) DEFLEC99 FZ2571 GEOID HEIGHT- -31.17 (meters) GEOID03 FZ2571 FZ2571 HORZ ORDER - SECOND FZ2571 FZ2571.The North Carolina HARNS have been completed but, FZ2571.due to contractual restrictions, coordinates for these stations FZ2571.will NOT be published in the near future. In the interim, the FZ2571.published coordinates in North Carolina will not be FZ2571.consistent with the Continuously Operating Reference Stations FZ2571.(CORS). The HARN coordinates for these stations are available FZ2571.upon request. Contact Gary Thompson(919-733-3836). FZ2571. FZ2571.In addition, the published North Carolina positions FZ2571.(NAD 83 (1986)) are NOT consistent with those determined in FZ2571.adjacent state readjustments. The discontinuity between stations FZ2571.located in North Carolina and those in adjacent states FZ2571.which have been adjusted to the HARN may be as much as 5 FZ2571.decimeters. This will result in a significant loss of accuracy FZ2571.over lines crossing such state borders. FZ2571 FZ2571 FZ2571.The horizontal coordinates were established by classical geodetic methods FZ2571.and adjusted by the National Geodetic Survey in February 1991. FZ2571 FZ2571.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2571 FZ2571.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2571 FZ2571.The geoid height was determined by GEOID03. FZ2571 FZ2571; North East Units Scale Factor Converg. FZ2571;SPC NC - 311,735.725 392,745.358 MT 1.00012409 -1 23 51.6 FZ2571;SPC NC - 1,022,752.96 1,288,532.06 sFT 1.00012409 -1 23 51.6 FZ2571;SPC VA S - 1,026,550.527 3,238,403.514 MT 1.00004984 -1 46 23.4 FZ2571;UTM 17 - 4,043,495.229 462,263.525 MT 0.99961754 -0 15 03.5 FZ2571 FZ2571! - Elev Factor x Scale Factor = Combined Factor FZ2571!SPC NC - 0.99987671 x 1.00012409 = 1.00000079 FZ2571!SPC VA S - 0.99987671 x 1.00004984 = 0.99992655 FZ2571!UTM 17 - 0.99987671 x 0.99961754 = 0.99949430 FZ2571 FZ2571 SUPERSEDED SURVEY CONTROL FZ2571 FZ2571 NGVD 29 (02/11/91) 816.9 (m) 2680. (f) VERT ANG FZ2571 FZ2571.Superseded values are not recommended for survey control. FZ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2571.See file dsdata.txt to determine how the superseded data were derived. FZ2571 FZ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6226443495(NAD 83) FZ2571_MARKER: DE = TRAVERSE STATION DISK FZ2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2571_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2571+STABILITY: SURFACE MOTION FZ2571 FZ2571 HISTORY - Date Condition Report By FZ2571 HISTORY - 1979 MONUMENTED NCGS FZ2571 FZ2571 STATION DESCRIPTION FZ2571 FZ2571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2571'THE STATION IS LOCATED ALONG NC 16, AND APPROXIMATELY 3.1 MILES FZ2571'SOUTHWEST OF GRASSY CREEK AND 8.5 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2571' FZ2571'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2571'PROCEED NORTH ALONG NC 16 FOR 1.4 MILES TO STATION ON LEFT ON NORTH FZ2571'END OF SMALL CUT AND 0.25 MILE NORTH OF NC 16 BRIDGE OVER HELTON CREEK FZ2571' FZ2571'STATION MARK IS A STANDARD DISK STAMPED---CREEK 1979---SET IN TOP OF A FZ2571'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 35.8 FZ2571'FEET WEST OF CENTERLINE ON NC 16, 59.3 FEET SOUTH OF SOUTH END OF FZ2571'GUARD RAIL, 13.5 FEET EAST-NORTHEAST OF 6 INCH BEECH WITH REFERENCE FZ2571'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2572 *********************************************************************** FZ2572 DESIGNATION - CRUMPLER FZ2572 PID - FZ2572 FZ2572 STATE/COUNTY- NC/ASHE FZ2572 USGS QUAD - GRASSY CREEK (1978) FZ2572 FZ2572 *CURRENT SURVEY CONTROL FZ2572 ___________________________________________________________________ FZ2572* NAD 83(1986)- 36 30 18.51170(N) 081 24 22.37509(W) ADJUSTED FZ2572* NAVD 88 - 837.4 (meters) 2747. (feet) VERTCON FZ2572 ___________________________________________________________________ FZ2572 LAPLACE CORR- -4.14 (seconds) DEFLEC99 FZ2572 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2572 FZ2572 HORZ ORDER - SECOND FZ2572 FZ2572.The North Carolina HARNS have been completed but, FZ2572.due to contractual restrictions, coordinates for these stations FZ2572.will NOT be published in the near future. In the interim, the FZ2572.published coordinates in North Carolina will not be FZ2572.consistent with the Continuously Operating Reference Stations FZ2572.(CORS). The HARN coordinates for these stations are available FZ2572.upon request. Contact Gary Thompson(919-733-3836). FZ2572. FZ2572.In addition, the published North Carolina positions FZ2572.(NAD 83 (1986)) are NOT consistent with those determined in FZ2572.adjacent state readjustments. The discontinuity between stations FZ2572.located in North Carolina and those in adjacent states FZ2572.which have been adjusted to the HARN may be as much as 5 FZ2572.decimeters. This will result in a significant loss of accuracy FZ2572.over lines crossing such state borders. FZ2572 FZ2572 FZ2572.The horizontal coordinates were established by classical geodetic methods FZ2572.and adjusted by the National Geodetic Survey in February 1991. FZ2572 FZ2572.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2572 FZ2572.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2572 FZ2572.The geoid height was determined by GEOID03. FZ2572 FZ2572; North East Units Scale Factor Converg. FZ2572;SPC NC - 308,267.406 394,036.949 MT 1.00011208 -1 23 19.7 FZ2572;SPC NC - 1,011,373.98 1,292,769.56 sFT 1.00011208 -1 23 19.7 FZ2572;SPC VA S - 1,023,074.046 3,239,672.278 MT 1.00005775 -1 45 49.9 FZ2572;UTM 17 - 4,040,055.182 463,623.597 MT 0.99961630 -0 14 30.0 FZ2572 FZ2572! - Elev Factor x Scale Factor = Combined Factor FZ2572!SPC NC - 0.99987349 x 1.00011208 = 0.99998556 FZ2572!SPC VA S - 0.99987349 x 1.00005775 = 0.99993124 FZ2572!UTM 17 - 0.99987349 x 0.99961630 = 0.99948984 FZ2572 FZ2572 SUPERSEDED SURVEY CONTROL FZ2572 FZ2572 NGVD 29 (02/11/91) 837.5 (m) 2748. (f) VERT ANG FZ2572 FZ2572.Superseded values are not recommended for survey control. FZ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2572.See file dsdata.txt to determine how the superseded data were derived. FZ2572 FZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6362440055(NAD 83) FZ2572_MARKER: DE = TRAVERSE STATION DISK FZ2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2572_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2572_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2572+STABILITY: SURFACE MOTION FZ2572 FZ2572 HISTORY - Date Condition Report By FZ2572 HISTORY - 1979 MONUMENTED NCGS FZ2572 FZ2572 STATION DESCRIPTION FZ2572 FZ2572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2572'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 0.7 MILES WEST OF FZ2572'CRUMPLER AND 6.9 MILES NORTHEAST OF JEFFERSON. FZ2572' FZ2572'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2572'PROCEED SOUTH ALONG NC 16 FOR 1.0 MILES TO STATION IN THE LEFT FZ2572'SHOULDER AND 0.2 MILE NORTH OF SR 1542 ENTRANCE FROM CRUMPLER. FZ2572' FZ2572'STATION MARK IS A STANDARD DISK STAMPED---CRUMPLER 1979---SET IN TOP FZ2572'OF A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE FZ2572'MARK IS 15.3 FEET EAST OF CENTERLINE OF NC 16, 252.5 FEET NORTH OF FZ2572'SOUTH END OF GUARD RAIL, 326.0 FEET SOUTH OF NORTH END OF GUARD RAIL, FZ2572'3.1 FEET WEST OF GUARD RAIL, AND 333 (SLOPE) FEET SOUTHWEST OF 10 FZ2572'INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2573 *********************************************************************** FZ2573 DESIGNATION - CUT FZ2573 PID - FZ2573 FZ2573 STATE/COUNTY- NC/ASHE FZ2573 USGS QUAD - GRASSY CREEK (1978) FZ2573 FZ2573 *CURRENT SURVEY CONTROL FZ2573 ___________________________________________________________________ FZ2573* NAD 83(1986)- 36 30 32.63298(N) 081 24 26.25365(W) ADJUSTED FZ2573* NAVD 88 - 819.8 (meters) 2690. (feet) VERTCON FZ2573 ___________________________________________________________________ FZ2573 LAPLACE CORR- -4.25 (seconds) DEFLEC99 FZ2573 GEOID HEIGHT- -31.24 (meters) GEOID03 FZ2573 FZ2573 HORZ ORDER - SECOND FZ2573 FZ2573.The North Carolina HARNS have been completed but, FZ2573.due to contractual restrictions, coordinates for these stations FZ2573.will NOT be published in the near future. In the interim, the FZ2573.published coordinates in North Carolina will not be FZ2573.consistent with the Continuously Operating Reference Stations FZ2573.(CORS). The HARN coordinates for these stations are available FZ2573.upon request. Contact Gary Thompson(919-733-3836). FZ2573. FZ2573.In addition, the published North Carolina positions FZ2573.(NAD 83 (1986)) are NOT consistent with those determined in FZ2573.adjacent state readjustments. The discontinuity between stations FZ2573.located in North Carolina and those in adjacent states FZ2573.which have been adjusted to the HARN may be as much as 5 FZ2573.decimeters. This will result in a significant loss of accuracy FZ2573.over lines crossing such state borders. FZ2573 FZ2573 FZ2573.The horizontal coordinates were established by classical geodetic methods FZ2573.and adjusted by the National Geodetic Survey in February 1991. FZ2573 FZ2573.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2573 FZ2573.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2573 FZ2573.The geoid height was determined by GEOID03. FZ2573 FZ2573; North East Units Scale Factor Converg. FZ2573;SPC NC - 308,704.950 393,951.005 MT 1.00011358 -1 23 21.9 FZ2573;SPC NC - 1,012,809.49 1,292,487.59 sFT 1.00011358 -1 23 21.9 FZ2573;SPC VA S - 1,023,512.119 3,239,589.205 MT 1.00005673 -1 45 52.2 FZ2573;UTM 17 - 4,040,490.701 463,528.958 MT 0.99961639 -0 14 32.4 FZ2573 FZ2573! - Elev Factor x Scale Factor = Combined Factor FZ2573!SPC NC - 0.99987626 x 1.00011358 = 0.99998983 FZ2573!SPC VA S - 0.99987626 x 1.00005673 = 0.99993298 FZ2573!UTM 17 - 0.99987626 x 0.99961639 = 0.99949270 FZ2573 FZ2573 SUPERSEDED SURVEY CONTROL FZ2573 FZ2573 NGVD 29 (02/11/91) 819.9 (m) 2690. (f) VERT ANG FZ2573 FZ2573.Superseded values are not recommended for survey control. FZ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2573.See file dsdata.txt to determine how the superseded data were derived. FZ2573 FZ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6352940491(NAD 83) FZ2573_MARKER: DE = TRAVERSE STATION DISK FZ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2573_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2573_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2573+STABILITY: SURFACE MOTION FZ2573 FZ2573 HISTORY - Date Condition Report By FZ2573 HISTORY - 1979 MONUMENTED NCGS FZ2573 FZ2573 STATION DESCRIPTION FZ2573 FZ2573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2573'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 0.8 MILES NORTHWEST FZ2573'OF CRUMPLER AND 7.0 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2573' FZ2573'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORH FORK NEW RIVER, FZ2573'PROCEED SOUTH ALONG NC 16 FOR 0.7 MILES TO STATION IN THE RIGHT FZ2573'SHOULDER AND 0.5 MILE NORTH OF THE ENTRANCE OF SR 1542 LEADING TO FZ2573'CRUMPLER. FZ2573' FZ2573'STATION MARK IS A STANDARD DISK STAMPED---CUT 1979---SET IN TOP OF A FZ2573'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK IS FZ2573'16.8 FEET WEST OF CENTERLINE OF NC 16, 21.5 FEET (SLOPE) FZ2573'EAST-SOUTHEAST OF 2 INCH LOCUST, AND 274.0 FEET NORTH OF NORTH END OF FZ2573'GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AJ1569 *********************************************************************** AJ1569 DESIGNATION - DAUGHERTY AZ MK AJ1569 PID - AJ1569 AJ1569 STATE/COUNTY- NC/ASHE AJ1569 USGS QUAD - GRAYSON (1976) AJ1569 AJ1569 *CURRENT SURVEY CONTROL AJ1569 ___________________________________________________________________ AJ1569* NAD 83(1986)- 36 31 13.31170(N) 081 41 06.27987(W) ADJUSTED AJ1569* NAVD 88 - 1040.9 (meters) 3415. (feet) VERTCON AJ1569 ___________________________________________________________________ AJ1569 LAPLACE CORR- 0.54 (seconds) DEFLEC99 AJ1569 GEOID HEIGHT- -30.86 (meters) GEOID03 AJ1569 AJ1569 HORZ ORDER - SECOND AJ1569 AJ1569.The North Carolina HARNS have been completed but, AJ1569.due to contractual restrictions, coordinates for these stations AJ1569.will NOT be published in the near future. In the interim, the AJ1569.published coordinates in North Carolina will not be AJ1569.consistent with the Continuously Operating Reference Stations AJ1569.(CORS). The HARN coordinates for these stations are available AJ1569.upon request. Contact Gary Thompson(919-733-3836). AJ1569. AJ1569.In addition, the published North Carolina positions AJ1569.(NAD 83 (1986)) are NOT consistent with those determined in AJ1569.adjacent state readjustments. The discontinuity between stations AJ1569.located in North Carolina and those in adjacent states AJ1569.which have been adjusted to the HARN may be as much as 5 AJ1569.decimeters. This will result in a significant loss of accuracy AJ1569.over lines crossing such state borders. AJ1569 AJ1569 AJ1569.The horizontal coordinates were established by classical geodetic methods AJ1569.and adjusted by the National Geodetic Survey in January 2001. AJ1569 AJ1569.The NAVD 88 height was computed by applying the VERTCON shift value to AJ1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AJ1569 AJ1569.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1569 AJ1569.The geoid height was determined by GEOID03. AJ1569 AJ1569; North East Units Scale Factor Converg. AJ1569;SPC NC - 310,596.799 369,106.120 MT 1.00011794 -1 32 59.1 AJ1569;SPC NC - 1,019,016.33 1,210,975.66 sFT 1.00011794 -1 32 59.1 AJ1569;UTM 17 - 4,041,885.211 438,663.321 MT 0.99964635 -0 24 27.7 AJ1569 AJ1569! - Elev Factor x Scale Factor = Combined Factor AJ1569!SPC NC - 0.99984150 x 1.00011794 = 0.99995942 AJ1569!UTM 17 - 0.99984150 x 0.99964635 = 0.99948791 AJ1569 AJ1569 SUPERSEDED SURVEY CONTROL AJ1569 AJ1569 NGVD 29 (01/09/01) 1041.0 (m) 3415. (f) VERT ANG AJ1569 AJ1569.Superseded values are not recommended for survey control. AJ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1569.See file dsdata.txt to determine how the superseded data were derived. AJ1569 AJ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3866341885(NAD 83) AJ1569_MARKER: DZ = AZIMUTH MARK DISK AJ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ1569_STAMPING: DAUGHERTY 1994 AJ1569_MARK LOGO: NCGS AJ1569_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AJ1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ1569+STABILITY: SURFACE MOTION AJ1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1569+SATELLITE: SATELLITE OBSERVATIONS - 1994 AJ1569 AJ1569 HISTORY - Date Condition Report By AJ1569 HISTORY - 1994 MONUMENTED NCGS AJ1569 AJ1569 STATION DESCRIPTION AJ1569 AJ1569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) AJ1569'STATION IS LOCATED ABOUT 13.8 MI (22.2 KM) NORTHWEST OF JEFFERSON IN AJ1569'THE GRAYSON COMMUNITY. AJ1569'PROCEED ALONG TN 167 (FORGE CREEK ROAD) FOR 7.2 MI (11.6 KM) EAST FROM AJ1569'US 421 (IN MOUNTAIN CITY, TENNESSEE) TO THE NORTH CAROLINA-TENNESSEE AJ1569'STATE LINE, CONTINUE EAST FOR 0.4 MI (0.6 KM) ALONG SR 1315 (BIG AJ1569'LAUREL ROAD) , THENCE NORTH FOR 0.4 MI (0.6 KM) ALONG SR 1322 (HEMLOCK AJ1569'ROAD) , THENCE NORTH FOR 1.95 MI (3.14 KM) ALONG SR 1323 (CUT LAUREL AJ1569'GAP ROAD) , THENCE EAST FOR 0.2 MI (0.3 KM) ALONG SR 1389 TO A PASTURE AJ1569'ROAD, THENCE SOUTH FOR 0.05 MI (0.08 KM) ALONG PASTURE ROAD TO AJ1569'STATION. AJ1569'MARK IS ABOUT FLUSH WITH GROUND. LOCATED 15.5 FT (4.7 M) SOUTH OF THE AJ1569'CENTERLINE OF PASTURE ROAD--AND 60.4 FT (18.4 M) SOUTH OF A 28-INCH AJ1569'TWIN OAK, 63.3 FT (19.3 M) SOUTH OF A 5-INCH HICKORY, AND 132.7 FT AJ1569'(40.4 M) WEST-NORTHWEST OF A 20-INCH POPLAR--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2574 *********************************************************************** FZ2574 DESIGNATION - DILLARD FZ2574 PID - FZ2574 FZ2574 STATE/COUNTY- NC/ASHE FZ2574 USGS QUAD - GRASSY CREEK (1978) FZ2574 FZ2574 *CURRENT SURVEY CONTROL FZ2574 ___________________________________________________________________ FZ2574* NAD 83(1986)- 36 30 42.45332(N) 081 24 23.72158(W) ADJUSTED FZ2574* NAVD 88 - 806.6 (meters) 2646. (feet) VERTCON FZ2574 ___________________________________________________________________ FZ2574 LAPLACE CORR- -4.28 (seconds) DEFLEC99 FZ2574 GEOID HEIGHT- -31.24 (meters) GEOID03 FZ2574 FZ2574 HORZ ORDER - SECOND FZ2574 FZ2574.The North Carolina HARNS have been completed but, FZ2574.due to contractual restrictions, coordinates for these stations FZ2574.will NOT be published in the near future. In the interim, the FZ2574.published coordinates in North Carolina will not be FZ2574.consistent with the Continuously Operating Reference Stations FZ2574.(CORS). The HARN coordinates for these stations are available FZ2574.upon request. Contact Gary Thompson(919-733-3836). FZ2574. FZ2574.In addition, the published North Carolina positions FZ2574.(NAD 83 (1986)) are NOT consistent with those determined in FZ2574.adjacent state readjustments. The discontinuity between stations FZ2574.located in North Carolina and those in adjacent states FZ2574.which have been adjusted to the HARN may be as much as 5 FZ2574.decimeters. This will result in a significant loss of accuracy FZ2574.over lines crossing such state borders. FZ2574 FZ2574 FZ2574.The horizontal coordinates were established by classical geodetic methods FZ2574.and adjusted by the National Geodetic Survey in February 1991. FZ2574 FZ2574.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2574 FZ2574.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2574 FZ2574.The geoid height was determined by GEOID03. FZ2574 FZ2574; North East Units Scale Factor Converg. FZ2574;SPC NC - 309,006.076 394,021.339 MT 1.00011463 -1 23 20.4 FZ2574;SPC NC - 1,013,797.43 1,292,718.34 sFT 1.00011463 -1 23 20.4 FZ2574;SPC VA S - 1,023,812.760 3,239,661.505 MT 1.00005603 -1 45 50.7 FZ2574;UTM 17 - 4,040,793.023 463,593.218 MT 0.99961633 -0 14 30.9 FZ2574 FZ2574! - Elev Factor x Scale Factor = Combined Factor FZ2574!SPC NC - 0.99987833 x 1.00011463 = 0.99999294 FZ2574!SPC VA S - 0.99987833 x 1.00005603 = 0.99993435 FZ2574!UTM 17 - 0.99987833 x 0.99961633 = 0.99949470 FZ2574 FZ2574 SUPERSEDED SURVEY CONTROL FZ2574 FZ2574 NGVD 29 (02/11/91) 806.7 (m) 2647. (f) VERT ANG FZ2574 FZ2574.Superseded values are not recommended for survey control. FZ2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2574.See file dsdata.txt to determine how the superseded data were derived. FZ2574 FZ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6359340793(NAD 83) FZ2574_MARKER: DE = TRAVERSE STATION DISK FZ2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2574_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2574+STABILITY: SURFACE MOTION FZ2574 FZ2574 HISTORY - Date Condition Report By FZ2574 HISTORY - 1979 MONUMENTED NCGS FZ2574 FZ2574 STATION DESCRIPTION FZ2574 FZ2574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2574'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 0.9 MILES NORTHWEST FZ2574'OF CRUMPLER AND 7.3 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2574' FZ2574'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2574'PROCEED SOUTH ALONG NC 16 FOR 0.5 MILE TO STATION IN LEFT SHOULDER. FZ2574' FZ2574'STATION MARK IS A STANDARD DISK STAMPED---DILLARD 1979---SET IN TOP OF FZ2574'A 10 INCH CONCRETE MONUMENT, 3 INCHES BELOW GROUND SURFACE. THE MARK FZ2574'IS 16.0 FEET EAST OF CENTERLINE OF NC 16, 50.7 FEET NORTH OF NORTH END FZ2574'OF GUARD RAIL, AND 53.8 FEET WEST-NORTHWEST OF 14 INCH WHITE PINE WITH FZ2574'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2880 *********************************************************************** FZ2880 DESIGNATION - DIXON FZ2880 PID - FZ2880 FZ2880 STATE/COUNTY- NC/ASHE FZ2880 USGS QUAD - JEFFERSON (1998) FZ2880 FZ2880 *CURRENT SURVEY CONTROL FZ2880 ___________________________________________________________________ FZ2880* NAD 83(1986)- 36 25 30.00835(N) 081 26 27.22521(W) ADJUSTED FZ2880* NAVD 88 - 884.8 (meters) 2903. (feet) VERTCON FZ2880 ___________________________________________________________________ FZ2880 LAPLACE CORR- -5.55 (seconds) DEFLEC99 FZ2880 GEOID HEIGHT- -31.27 (meters) GEOID03 FZ2880 FZ2880 HORZ ORDER - SECOND FZ2880 FZ2880.The North Carolina HARNS have been completed but, FZ2880.due to contractual restrictions, coordinates for these stations FZ2880.will NOT be published in the near future. In the interim, the FZ2880.published coordinates in North Carolina will not be FZ2880.consistent with the Continuously Operating Reference Stations FZ2880.(CORS). The HARN coordinates for these stations are available FZ2880.upon request. Contact Gary Thompson(919-733-3836). FZ2880. FZ2880.In addition, the published North Carolina positions FZ2880.(NAD 83 (1986)) are NOT consistent with those determined in FZ2880.adjacent state readjustments. The discontinuity between stations FZ2880.located in North Carolina and those in adjacent states FZ2880.which have been adjusted to the HARN may be as much as 5 FZ2880.decimeters. This will result in a significant loss of accuracy FZ2880.over lines crossing such state borders. FZ2880 FZ2880 FZ2880.The horizontal coordinates were established by classical geodetic methods FZ2880.and adjusted by the National Geodetic Survey in September 1993. FZ2880 FZ2880.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2880 FZ2880.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2880 FZ2880.The geoid height was determined by GEOID03. FZ2880 FZ2880; North East Units Scale Factor Converg. FZ2880;SPC NC - 299,452.156 390,711.998 MT 1.00008235 -1 24 31.7 FZ2880;SPC NC - 982,452.62 1,281,860.95 sFT 1.00008235 -1 24 31.7 FZ2880;UTM 17 - 4,031,179.392 460,477.292 MT 0.99961924 -0 15 42.5 FZ2880 FZ2880! - Elev Factor x Scale Factor = Combined Factor FZ2880!SPC NC - 0.99986606 x 1.00008235 = 0.99994840 FZ2880!UTM 17 - 0.99986606 x 0.99961924 = 0.99948535 FZ2880 FZ2880 SUPERSEDED SURVEY CONTROL FZ2880 FZ2880 NGVD 29 (10/27/97) 884.9 (m) 2903. (f) VERT ANG FZ2880 FZ2880.Superseded values are not recommended for survey control. FZ2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2880.See file dsdata.txt to determine how the superseded data were derived. FZ2880 FZ2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6047731179(NAD 83) FZ2880_MARKER: DH = HORIZONTAL CONTROL DISK FZ2880_SETTING: 66 = SET IN ROCK OUTCROP FZ2880_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2880_STAMPING: DIXON 1984 FZ2880_MARK LOGO: NCGS FZ2880_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2880+STABILITY: POSITION/ELEVATION WELL FZ2880 FZ2880 HISTORY - Date Condition Report By FZ2880 HISTORY - 1984 MONUMENTED NCGS FZ2880 FZ2880 STATION DESCRIPTION FZ2880 FZ2880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2880'STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) EAST OF JEFFERSON. FZ2880'ALONG US 221 AND NC 16 FOR 0.8 KM (0.5 MI) NORTH FROM NC 88 (ABOUT 1.5 FZ2880'MI (2.4 KM) EAST OF JEFFERSON), OR ABOUT 200 METERS NORTH FROM SR FZ2880'1582 (AIRPORT ROAD), IN A ROCK OUTCROP, IN THE SHOULDER OF THE FZ2880'HIGHWAY. FZ2880'MARK IS A STANDARD NCGS DISK STAMPED---DIXON 1984---, SET FLUSH INTO A FZ2880'DRILLED HOLE IN AN 18-INCH ROCK OUTCROP. LOCATED 8.6 M (28.2 FT) FZ2880'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 54.2 M (177.8 FT) FZ2880'NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTH END OF A 24-INCH METAL FZ2880'CULVERT UNDER THE DRIVE TO THE DIXON RESIDENCE--AND 5.3 M (17.4 FT) FZ2880'EAST OF A TELEPHONE PEDESTAL, 11.4 M (37.4 FT) NORTHEAST OF A POWER FZ2880'POLE WITH A TRANSFORMER--BOTH WITH REFERENCE TAGS. MARK IS 2 FEET FZ2880'HIGHER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2881 *********************************************************************** FZ2881 DESIGNATION - EARLRAY FZ2881 PID - FZ2881 FZ2881 STATE/COUNTY- NC/ASHE FZ2881 USGS QUAD - TODD (1998) FZ2881 FZ2881 *CURRENT SURVEY CONTROL FZ2881 ___________________________________________________________________ FZ2881* NAD 83(1986)- 36 21 56.55054(N) 081 30 37.74463(W) ADJUSTED FZ2881* NAVD 88 - 1015.3 (meters) 3331. (feet) VERTCON FZ2881 ___________________________________________________________________ FZ2881 LAPLACE CORR- -5.70 (seconds) DEFLEC99 FZ2881 GEOID HEIGHT- -31.19 (meters) GEOID03 FZ2881 FZ2881 HORZ ORDER - SECOND FZ2881 FZ2881.The North Carolina HARNS have been completed but, FZ2881.due to contractual restrictions, coordinates for these stations FZ2881.will NOT be published in the near future. In the interim, the FZ2881.published coordinates in North Carolina will not be FZ2881.consistent with the Continuously Operating Reference Stations FZ2881.(CORS). The HARN coordinates for these stations are available FZ2881.upon request. Contact Gary Thompson(919-733-3836). FZ2881. FZ2881.In addition, the published North Carolina positions FZ2881.(NAD 83 (1986)) are NOT consistent with those determined in FZ2881.adjacent state readjustments. The discontinuity between stations FZ2881.located in North Carolina and those in adjacent states FZ2881.which have been adjusted to the HARN may be as much as 5 FZ2881.decimeters. This will result in a significant loss of accuracy FZ2881.over lines crossing such state borders. FZ2881 FZ2881 FZ2881.The horizontal coordinates were established by classical geodetic methods FZ2881.and adjusted by the National Geodetic Survey in September 1993. FZ2881 FZ2881.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2881 FZ2881.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2881 FZ2881.The geoid height was determined by GEOID03. FZ2881 FZ2881; North East Units Scale Factor Converg. FZ2881;SPC NC - 293,029.795 384,306.498 MT 1.00006164 -1 26 56.3 FZ2881;SPC NC - 961,381.92 1,260,845.57 sFT 1.00006164 -1 26 56.3 FZ2881;UTM 17 - 4,024,633.078 454,204.415 MT 0.99962584 -0 18 09.7 FZ2881 FZ2881! - Elev Factor x Scale Factor = Combined Factor FZ2881!SPC NC - 0.99984557 x 1.00006164 = 0.99990720 FZ2881!UTM 17 - 0.99984557 x 0.99962584 = 0.99947147 FZ2881 FZ2881 SUPERSEDED SURVEY CONTROL FZ2881 FZ2881 NGVD 29 (10/27/97) 1015.4 (m) 3331. (f) VERT ANG FZ2881 FZ2881.Superseded values are not recommended for survey control. FZ2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2881.See file dsdata.txt to determine how the superseded data were derived. FZ2881 FZ2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5420424633(NAD 83) FZ2881_MARKER: DH = HORIZONTAL CONTROL DISK FZ2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2881_SP_SET: CONCRETE POST FZ2881_STAMPING: EARLRAY 1984 FZ2881_MARK LOGO: NCGS FZ2881_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2881+STABILITY: SURFACE MOTION FZ2881 FZ2881 HISTORY - Date Condition Report By FZ2881 HISTORY - 1984 MONUMENTED NCGS FZ2881 FZ2881 STATION DESCRIPTION FZ2881 FZ2881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2881'STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF WEST FZ2881'JEFFERSON AND 3.2 KM (2.0 MI) NORTHEAST OF BALDWIN. FZ2881'ALONG US 221 AND NC 194 FOR 2.9 KM (1.8 MI) SOUTH FROM US 221 FZ2881'BUSINESS, NC 163, AND NC 194, OR 2.9 KM (1.8 MI) NORTH FROM THE SOUTH FZ2881'INTERSECTION WITH NC 194 (AT BALDWIN), ON TOP OF A HIGH BANK NEAR FZ2881'DEAD END OF EARL RAY ROAD. FZ2881'MARK IS A STANDARD NCGS DISK STAMPED---EARLRAY 1984---, SET INTO THE FZ2881'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER. LOCATED 25.1 M FZ2881'(82.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43.1 M FZ2881'(141.4 FT) NORTHEAST OF THE EAST END OF THE GUARD RAIL, 58.1 M FZ2881'(190.6 FT) EAST OF THE SOUTHEAST CORNER OF A RED FRAME RESIDENCE--ALL FZ2881'THREE SLOPE DISTANCES--AND 17.3 M (56.8 FT) SOUTH-SOUTHEAST OF A FZ2881'FENCE POST OF A RIGHT-OF-WAY FENCE, 34.6 M (113.5 FT) SOUTHWEST OF FZ2881'THE CENTER BRACE POST OF FENCE AT A RIGHT-OF-WAY MARKER--BOTH WITH FZ2881'REFERENCE TAGS. MARK IS 20 FEET ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2575 *********************************************************************** FZ2575 DESIGNATION - ELLETT FZ2575 PID - FZ2575 FZ2575 STATE/COUNTY- NC/ASHE FZ2575 USGS QUAD - WARRENSVILLE (1966) FZ2575 FZ2575 *CURRENT SURVEY CONTROL FZ2575 ___________________________________________________________________ FZ2575* NAD 83(1986)- 36 26 55.13548(N) 081 30 19.71001(W) ADJUSTED FZ2575* NAVD 88 - 1055.8 (meters) 3464. (feet) VERTCON FZ2575 ___________________________________________________________________ FZ2575 LAPLACE CORR- -2.45 (seconds) DEFLEC99 FZ2575 GEOID HEIGHT- -31.08 (meters) GEOID03 FZ2575 FZ2575 HORZ ORDER - SECOND FZ2575 FZ2575.The North Carolina HARNS have been completed but, FZ2575.due to contractual restrictions, coordinates for these stations FZ2575.will NOT be published in the near future. In the interim, the FZ2575.published coordinates in North Carolina will not be FZ2575.consistent with the Continuously Operating Reference Stations FZ2575.(CORS). The HARN coordinates for these stations are available FZ2575.upon request. Contact Gary Thompson(919-733-3836). FZ2575. FZ2575.In addition, the published North Carolina positions FZ2575.(NAD 83 (1986)) are NOT consistent with those determined in FZ2575.adjacent state readjustments. The discontinuity between stations FZ2575.located in North Carolina and those in adjacent states FZ2575.which have been adjusted to the HARN may be as much as 5 FZ2575.decimeters. This will result in a significant loss of accuracy FZ2575.over lines crossing such state borders. FZ2575 FZ2575 FZ2575.The horizontal coordinates were established by classical geodetic methods FZ2575.and adjusted by the National Geodetic Survey in February 1991. FZ2575 FZ2575.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2575 FZ2575.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2575 FZ2575.The geoid height was determined by GEOID03. FZ2575 FZ2575; North East Units Scale Factor Converg. FZ2575;SPC NC - 302,219.802 384,988.255 MT 1.00009092 -1 26 45.9 FZ2575;SPC NC - 991,532.80 1,263,082.30 sFT 1.00009092 -1 26 45.9 FZ2575;UTM 17 - 4,033,830.737 454,702.005 MT 0.99962528 -0 18 01.1 FZ2575 FZ2575! - Elev Factor x Scale Factor = Combined Factor FZ2575!SPC NC - 0.99983921 x 1.00009092 = 0.99993012 FZ2575!UTM 17 - 0.99983921 x 0.99962528 = 0.99946455 FZ2575 FZ2575 SUPERSEDED SURVEY CONTROL FZ2575 FZ2575 NGVD 29 (02/11/91) 1055.8 (m) 3464. (f) VERT ANG FZ2575 FZ2575.Superseded values are not recommended for survey control. FZ2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2575.See file dsdata.txt to determine how the superseded data were derived. FZ2575 FZ2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5470233831(NAD 83) FZ2575_MARKER: DE = TRAVERSE STATION DISK FZ2575_SETTING: 66 = SET IN ROCK OUTCROP FZ2575_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2575_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2575+STABILITY: POSITION/ELEVATION WELL FZ2575 FZ2575 HISTORY - Date Condition Report By FZ2575 HISTORY - 1979 MONUMENTED NCGS FZ2575 FZ2575 STATION DESCRIPTION FZ2575 FZ2575'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2575'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTHEAST OF FZ2575'WARRENSVILLE AND 2.8 MILES NORTHWEST OF JEFFERSON. FZ2575' FZ2575'TO REACH THE STATION FROM THE INTERSECTION OF NC 88 AND NC 194 AT FZ2575'WARRENSVILLE, PROCEED SOUTH ALONG NC 194, NC 88 FOR 0.45 MILES TO SR FZ2575'1507 (STANLEY ROAD) ON LEFT, THENCE EAST ALONG SR 1507 FOR 0.9 MILE FZ2575'TO DIRT ROAD ON RIGHT NEAR END OF STATE MAINTAINENCE, THENCE SOUTHERLY FZ2575'ALONG DIRT ROAD FOR 0.3 MILE TO OLD BARN, THENCE PROCEED SOUTHWESTERLY FZ2575'BY FOOT ALONG OLD ROAD APPROXIMATELY 0.2 MILES TO END OF ROAD AT EDGE FZ2575'OF PASTURE. CONTINUE UP RIDGE IN PASTURE APPROXIMATELY 250 FEET TO FZ2575'STATION DRILLED INTO ROCK OUTCROP AT ROCKPILE APPROXIMATELY 275 FEET FZ2575'WEST OF TWIN POWER POLES. FZ2575' FZ2575'STATION MARK IS A STANDARD DISK STAMPED---ELLETT 1979---SET FLUSH IN FZ2575'DRILLED HOLE. THE MARK IS 26.5 FEET NORTHEAST OF 15 INCH MAPLE WITH FZ2575'REFERENCE TAG, 95.5 FEET SOUTHWEST OF 18 INCH POPLAR WITH REFERENCE FZ2575'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2576 *********************************************************************** FZ2576 DESIGNATION - EXXON FZ2576 PID - FZ2576 FZ2576 STATE/COUNTY- NC/ASHE FZ2576 USGS QUAD - GRASSY CREEK (1978) FZ2576 FZ2576 *CURRENT SURVEY CONTROL FZ2576 ___________________________________________________________________ FZ2576* NAD 83(1986)- 36 33 38.80791(N) 081 25 07.86328(W) ADJUSTED FZ2576* NAVD 88 - 857.4 (meters) 2813. (feet) VERTCON FZ2576 ___________________________________________________________________ FZ2576 LAPLACE CORR- -4.30 (seconds) DEFLEC99 FZ2576 GEOID HEIGHT- -31.14 (meters) GEOID03 FZ2576 FZ2576 HORZ ORDER - SECOND FZ2576 FZ2576.The North Carolina HARNS have been completed but, FZ2576.due to contractual restrictions, coordinates for these stations FZ2576.will NOT be published in the near future. In the interim, the FZ2576.published coordinates in North Carolina will not be FZ2576.consistent with the Continuously Operating Reference Stations FZ2576.(CORS). The HARN coordinates for these stations are available FZ2576.upon request. Contact Gary Thompson(919-733-3836). FZ2576. FZ2576.In addition, the published North Carolina positions FZ2576.(NAD 83 (1986)) are NOT consistent with those determined in FZ2576.adjacent state readjustments. The discontinuity between stations FZ2576.located in North Carolina and those in adjacent states FZ2576.which have been adjusted to the HARN may be as much as 5 FZ2576.decimeters. This will result in a significant loss of accuracy FZ2576.over lines crossing such state borders. FZ2576 FZ2576 FZ2576.The horizontal coordinates were established by classical geodetic methods FZ2576.and adjusted by the National Geodetic Survey in February 1991. FZ2576 FZ2576.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2576 FZ2576.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2576 FZ2576.The geoid height was determined by GEOID03. FZ2576 FZ2576; North East Units Scale Factor Converg. FZ2576;SPC NC - 314,467.912 393,055.636 MT 1.00013388 -1 23 45.9 FZ2576;SPC NC - 1,031,716.81 1,289,550.03 sFT 1.00013388 -1 23 45.9 FZ2576;SPC VA S - 1,029,280.398 3,238,731.663 MT 1.00004374 -1 46 17.5 FZ2576;UTM 17 - 4,046,231.677 462,518.936 MT 0.99961731 -0 14 58.2 FZ2576 FZ2576! - Elev Factor x Scale Factor = Combined Factor FZ2576!SPC NC - 0.99987034 x 1.00013388 = 1.00000420 FZ2576!SPC VA S - 0.99987034 x 1.00004374 = 0.99991407 FZ2576!UTM 17 - 0.99987034 x 0.99961731 = 0.99948770 FZ2576 FZ2576 SUPERSEDED SURVEY CONTROL FZ2576 FZ2576 NGVD 29 (02/11/91) 857.5 (m) 2813. (f) VERT ANG FZ2576 FZ2576.Superseded values are not recommended for survey control. FZ2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2576.See file dsdata.txt to determine how the superseded data were derived. FZ2576 FZ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6251946232(NAD 83) FZ2576_MARKER: DE = TRAVERSE STATION DISK FZ2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2576_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2576+STABILITY: SURFACE MOTION FZ2576 FZ2576 HISTORY - Date Condition Report By FZ2576 HISTORY - 1979 MONUMENTED NCGS FZ2576 FZ2576 STATION DESCRIPTION FZ2576 FZ2576'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2576'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF GRASSY FZ2576'CREEK AND 10.0 MILES NORTH-NORTHEAST OF JEFFERSON ALONG NC 16 NEAR FZ2576'NORTH CAROLINA-VIRGINIA LINE. FZ2576' FZ2576'TO REACH THE STATION FROM THE FIRST INTERSECTION NORTH OF THE STATE FZ2576'LINE ON NC 16 AT GRASSY CREEK, PROCEED SOUTHWEST ALONG NC 16 FOR 1.65 FZ2576'MILES TO STATION ON RIGHT, 0.1 MILE SOUTH OF INTERSECTION WITH SR 1531 FZ2576'(SUSSEX ROAD). FZ2576' FZ2576'STATION MARK IS A STANDARD DISK STAMPED---EXXON 1979---SET IN TOP OF A FZ2576'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 30.3 FZ2576'FEET WEST-NORTHWEST OF CENTERLINE OF NC 16, 15.2 FEET NORTH-NORTHWEST FZ2576'OF 15 INCH MAPLE WITH REFERENCE TAG, 27.3 FEET NORTHEAST OF 12 INCH FZ2576'OAK WITH REFERENCE TAG, AND 77.5 FEET SOUTHWEST OF GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2953 *********************************************************************** FZ2953 DESIGNATION - FIG AZ MK FZ2953 PID - FZ2953 FZ2953 STATE/COUNTY- NC/ASHE FZ2953 USGS QUAD - WARRENSVILLE (1966) FZ2953 FZ2953 *CURRENT SURVEY CONTROL FZ2953 ___________________________________________________________________ FZ2953* NAD 83(1986)- 36 27 02.25255(N) 081 36 05.44193(W) ADJUSTED FZ2953* NAVD 88 - 856.4 (meters) 2810. (feet) VERTCON FZ2953 ___________________________________________________________________ FZ2953 LAPLACE CORR- -1.32 (seconds) DEFLEC99 FZ2953 GEOID HEIGHT- -30.93 (meters) GEOID03 FZ2953 FZ2953 HORZ ORDER - SECOND FZ2953 FZ2953.The North Carolina HARNS have been completed but, FZ2953.due to contractual restrictions, coordinates for these stations FZ2953.will NOT be published in the near future. In the interim, the FZ2953.published coordinates in North Carolina will not be FZ2953.consistent with the Continuously Operating Reference Stations FZ2953.(CORS). The HARN coordinates for these stations are available FZ2953.upon request. Contact Gary Thompson(919-733-3836). FZ2953. FZ2953.In addition, the published North Carolina positions FZ2953.(NAD 83 (1986)) are NOT consistent with those determined in FZ2953.adjacent state readjustments. The discontinuity between stations FZ2953.located in North Carolina and those in adjacent states FZ2953.which have been adjusted to the HARN may be as much as 5 FZ2953.decimeters. This will result in a significant loss of accuracy FZ2953.over lines crossing such state borders. FZ2953 FZ2953 FZ2953.The horizontal coordinates were established by classical geodetic methods FZ2953.and adjusted by the National Geodetic Survey in September 1993. FZ2953 FZ2953.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2953 FZ2953.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2953 FZ2953.The geoid height was determined by GEOID03. FZ2953 FZ2953; North East Units Scale Factor Converg. FZ2953;SPC NC - 302,660.586 376,386.363 MT 1.00009164 -1 30 05.5 FZ2953;SPC NC - 992,978.94 1,234,860.93 sFT 1.00009164 -1 30 05.5 FZ2953;UTM 17 - 4,034,099.426 446,096.991 MT 0.99963580 -0 21 26.6 FZ2953 FZ2953! - Elev Factor x Scale Factor = Combined Factor FZ2953!SPC NC - 0.99987047 x 1.00009164 = 0.99996210 FZ2953!UTM 17 - 0.99987047 x 0.99963580 = 0.99950632 FZ2953 FZ2953 SUPERSEDED SURVEY CONTROL FZ2953 FZ2953 NGVD 29 (09/17/93) 856.4 (m) 2810. (f) VERT ANG FZ2953 FZ2953.Superseded values are not recommended for survey control. FZ2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2953.See file dsdata.txt to determine how the superseded data were derived. FZ2953 FZ2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4609734099(NAD 83) FZ2953_MARKER: DZ = AZIMUTH MARK DISK FZ2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2953_SP_SET: CONCRETE POST FZ2953_STAMPING: FIG 1991 FZ2953_MARK LOGO: NCGS FZ2953_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2953+STABILITY: SURFACE MOTION FZ2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2953+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ2953 FZ2953 HISTORY - Date Condition Report By FZ2953 HISTORY - 1991 MONUMENTED NCGS FZ2953 FZ2953 STATION DESCRIPTION FZ2953 FZ2953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2953'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF JEFFERSON, FZ2953'1.8 MI (2.9 KM) NORTHEAST OF CRESTON, IN THE MAXWELL COMMUNITY. FZ2953'ALONG NC 88 FOR 7.1 MI (11.4 KM) WEST FROM NC 194 (IN WARRENSVILLE), FZ2953'OR 0.15 MI (0.24 KM) SOUTHEAST OF THE RIVERVIEW SCHOOL, IN NORTHEAST FZ2953'SHOULDER NEAR A UTILITY POLE. FZ2953'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 14.5 FT FZ2953'(4.4 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 185.O FT SOUTHEAST OF FZ2953'A TELEPHONE PEDESTAL--AND 44.0 FT (13.4 M) EAST-NORTHEAST OF AND FZ2953'ACROSS HIGHWAY FROM AN 18-INCH POPLAR, 7.8 FT (2.4 M) WEST-SOUTHWEST FZ2953'OF A UTILITY POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2956 *********************************************************************** FZ2956 DESIGNATION - FLEETWOOD AZ MK FZ2956 PID - FZ2956 FZ2956 STATE/COUNTY- NC/ASHE FZ2956 USGS QUAD - TODD (1998) FZ2956 FZ2956 *CURRENT SURVEY CONTROL FZ2956 ___________________________________________________________________ FZ2956* NAD 83(1986)- 36 18 13.37126(N) 081 30 53.93775(W) ADJUSTED FZ2956* NAVD 88 - 875.9 (meters) 2874. (feet) VERTCON FZ2956 ___________________________________________________________________ FZ2956 LAPLACE CORR- -6.07 (seconds) DEFLEC99 FZ2956 GEOID HEIGHT- -31.38 (meters) GEOID03 FZ2956 FZ2956 HORZ ORDER - SECOND FZ2956 FZ2956.The North Carolina HARNS have been completed but, FZ2956.due to contractual restrictions, coordinates for these stations FZ2956.will NOT be published in the near future. In the interim, the FZ2956.published coordinates in North Carolina will not be FZ2956.consistent with the Continuously Operating Reference Stations FZ2956.(CORS). The HARN coordinates for these stations are available FZ2956.upon request. Contact Gary Thompson(919-733-3836). FZ2956. FZ2956.In addition, the published North Carolina positions FZ2956.(NAD 83 (1986)) are NOT consistent with those determined in FZ2956.adjacent state readjustments. The discontinuity between stations FZ2956.located in North Carolina and those in adjacent states FZ2956.which have been adjusted to the HARN may be as much as 5 FZ2956.decimeters. This will result in a significant loss of accuracy FZ2956.over lines crossing such state borders. FZ2956 FZ2956 FZ2956.The horizontal coordinates were established by classical geodetic methods FZ2956.and adjusted by the National Geodetic Survey in September 1993. FZ2956 FZ2956.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2956 FZ2956.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2956 FZ2956.The geoid height was determined by GEOID03. FZ2956 FZ2956; North East Units Scale Factor Converg. FZ2956;SPC NC - 286,162.663 383,728.646 MT 1.00004113 -1 27 05.7 FZ2956;SPC NC - 938,852.00 1,258,949.73 sFT 1.00004113 -1 27 05.7 FZ2956;UTM 17 - 4,017,758.683 453,764.266 MT 0.99962634 -0 18 17.7 FZ2956 FZ2956! - Elev Factor x Scale Factor = Combined Factor FZ2956!SPC NC - 0.99986747 x 1.00004113 = 0.99990860 FZ2956!UTM 17 - 0.99986747 x 0.99962634 = 0.99949386 FZ2956 FZ2956 SUPERSEDED SURVEY CONTROL FZ2956 FZ2956 NGVD 29 (10/27/97) 876.0 (m) 2874. (f) VERT ANG FZ2956 FZ2956.Superseded values are not recommended for survey control. FZ2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2956.See file dsdata.txt to determine how the superseded data were derived. FZ2956 FZ2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5376417759(NAD 83) FZ2956_MARKER: DZ = AZIMUTH MARK DISK FZ2956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2956_SP_SET: CONCRETE POST FZ2956_STAMPING: FLEETWOOD 1991 FZ2956_MARK LOGO: NCGS FZ2956_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2956+STABILITY: SURFACE MOTION FZ2956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2956+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ2956 FZ2956 HISTORY - Date Condition Report By FZ2956 HISTORY - 1991 MONUMENTED NCGS FZ2956 FZ2956 STATION DESCRIPTION FZ2956 FZ2956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2956'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF FZ2956'JEFFERSON, IN FLEETWOOD. FZ2956'PROCEED ALONG US 221 FOR 2.8 MI (4.5 KM) SOUTH FROM THE NC 194 FZ2956'JUNCTION (IN BALDWIN), THENCE SOUTH ALONG SR 1106 (RAILROAD GRADE RD) FZ2956'FOR 1.1 MI (1.8 KM) (OR 0.35 MI (0.56 KM) SOUTHWEST OF THE POST FZ2956'OFFICE) TO STATION ON SOUTHEAST SIDE OF ROAD. FZ2956'MARK IS ABOUT 1 FOOT LOWER THAN ROAD AND RECESSED 2 INCHES BELOW FZ2956'GROUND. LOCATED 15.4 FT (4.7 M) SOUTHEAST OF THE CENTERLINE OF ROAD, FZ2956'52.O FT NORTHWEST OF EDGE OF RIVER, 98.0 FT (29.9 M) SOUTH-SOUTHWEST FZ2956'OF AND ACROSS ROAD FROM A METAL GATE AT PASTURE ENTRANCE--AND 35.2 FT FZ2956'(10.7 M) SOUTH-SOUTHEAST OF AND ACROSS ROAD FROM A 28-INCH WHITE FZ2956'PINE, 10.2 FT (3.1 M) NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE FZ2956'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2959 *********************************************************************** FZ2959 DESIGNATION - GAP CREEK AZ MK FZ2959 PID - FZ2959 FZ2959 STATE/COUNTY- NC/ASHE FZ2959 USGS QUAD - TODD (1998) FZ2959 FZ2959 *CURRENT SURVEY CONTROL FZ2959 ___________________________________________________________________ FZ2959* NAD 83(1986)- 36 15 15.37071(N) 081 29 59.45815(W) ADJUSTED FZ2959* NAVD 88 - 901.9 (meters) 2959. (feet) VERTCON FZ2959 ___________________________________________________________________ FZ2959 LAPLACE CORR- -5.75 (seconds) DEFLEC99 FZ2959 GEOID HEIGHT- -31.62 (meters) GEOID03 FZ2959 FZ2959 HORZ ORDER - SECOND FZ2959 FZ2959.The North Carolina HARNS have been completed but, FZ2959.due to contractual restrictions, coordinates for these stations FZ2959.will NOT be published in the near future. In the interim, the FZ2959.published coordinates in North Carolina will not be FZ2959.consistent with the Continuously Operating Reference Stations FZ2959.(CORS). The HARN coordinates for these stations are available FZ2959.upon request. Contact Gary Thompson(919-733-3836). FZ2959. FZ2959.In addition, the published North Carolina positions FZ2959.(NAD 83 (1986)) are NOT consistent with those determined in FZ2959.adjacent state readjustments. The discontinuity between stations FZ2959.located in North Carolina and those in adjacent states FZ2959.which have been adjusted to the HARN may be as much as 5 FZ2959.decimeters. This will result in a significant loss of accuracy FZ2959.over lines crossing such state borders. FZ2959 FZ2959 FZ2959.The horizontal coordinates were established by classical geodetic methods FZ2959.and adjusted by the National Geodetic Survey in September 1993. FZ2959 FZ2959.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2959 FZ2959.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2959 FZ2959.The geoid height was determined by GEOID03. FZ2959 FZ2959; North East Units Scale Factor Converg. FZ2959;SPC NC - 280,643.311 384,949.329 MT 1.00002563 -1 26 34.2 FZ2959;SPC NC - 920,743.93 1,262,954.59 sFT 1.00002563 -1 26 34.2 FZ2959;UTM 17 - 4,012,267.111 455,094.642 MT 0.99962484 -0 17 44.2 FZ2959 FZ2959! - Elev Factor x Scale Factor = Combined Factor FZ2959!SPC NC - 0.99986344 x 1.00002563 = 0.99988906 FZ2959!UTM 17 - 0.99986344 x 0.99962484 = 0.99948833 FZ2959 FZ2959 SUPERSEDED SURVEY CONTROL FZ2959 FZ2959 NGVD 29 (10/27/97) 902.0 (m) 2959. (f) VERT ANG FZ2959 FZ2959.Superseded values are not recommended for survey control. FZ2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2959.See file dsdata.txt to determine how the superseded data were derived. FZ2959 FZ2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5509512267(NAD 83) FZ2959_MARKER: DZ = AZIMUTH MARK DISK FZ2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2959_SP_SET: CONCRETE POST FZ2959_STAMPING: GAP CREEK 1988 FZ2959_MARK LOGO: NCGS FZ2959_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2959+STABILITY: SURFACE MOTION FZ2959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2959+SATELLITE: SATELLITE OBSERVATIONS - 1988 FZ2959 FZ2959 HISTORY - Date Condition Report By FZ2959 HISTORY - 1988 MONUMENTED NCGS FZ2959 FZ2959 STATION DESCRIPTION FZ2959 FZ2959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 FZ2959'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH-NORTHEAST OF DEEP GAP FZ2959'AND 10.5 MI (16.9 KM) EAST OF BOONE. FZ2959'ALONG US 221 FOR 2.0 MI (3.2 KM) NORTH FROM JUNCTION WITH US 421, OR FZ2959'0.35 MI (0.56 KM) SOUTH FROM SR 1100 (RAILROAD GRADE ROAD), ON TOP OF FZ2959'EAST BANK, ACROSS HIGHWAY FROM SOUTHEAST CORNER OF--CHURCHS NURSERY FZ2959'AND EVERGREEN--BUILDING. FZ2959'MARK IS 8 FEET HIGHER THAN HIGHWAY. LOCATED 30.8 FT (9.4 M) FZ2959'EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 7.2 FT (2.2 M) FZ2959'SOUTH-SOUTHWEST OF THE PROLONGATION OF THE SOUTH SIDE OF THE NURSERY FZ2959'BUILDING, 87.3 FT (26.6 M) NORTH-NORTHEAST OF FIELD ROAD, 94.0 FT FZ2959'(28.7 M) EAST OF AND ACROSS HIGHWAY FROM THE NORTHERN-MOST CHAIN LINK FZ2959'GATE POST--AND 2.4 FT (0.7 M) EAST-SOUTHEAST OF FENCE POST, 10.0 FT FZ2959'(3.0 M) SOUTH-SOUTHWEST OF FENCE POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2882 *********************************************************************** FZ2882 DESIGNATION - GATE FZ2882 PID - FZ2882 FZ2882 STATE/COUNTY- NC/ASHE FZ2882 USGS QUAD - TODD (1998) FZ2882 FZ2882 *CURRENT SURVEY CONTROL FZ2882 ___________________________________________________________________ FZ2882* NAD 83(1986)- 36 21 45.31137(N) 081 30 46.19986(W) ADJUSTED FZ2882* NAVD 88 - 1035.3 (meters) 3397. (feet) VERTCON FZ2882 ___________________________________________________________________ FZ2882 LAPLACE CORR- -5.67 (seconds) DEFLEC99 FZ2882 GEOID HEIGHT- -31.19 (meters) GEOID03 FZ2882 FZ2882 HORZ ORDER - SECOND FZ2882 FZ2882.The North Carolina HARNS have been completed but, FZ2882.due to contractual restrictions, coordinates for these stations FZ2882.will NOT be published in the near future. In the interim, the FZ2882.published coordinates in North Carolina will not be FZ2882.consistent with the Continuously Operating Reference Stations FZ2882.(CORS). The HARN coordinates for these stations are available FZ2882.upon request. Contact Gary Thompson(919-733-3836). FZ2882. FZ2882.In addition, the published North Carolina positions FZ2882.(NAD 83 (1986)) are NOT consistent with those determined in FZ2882.adjacent state readjustments. The discontinuity between stations FZ2882.located in North Carolina and those in adjacent states FZ2882.which have been adjusted to the HARN may be as much as 5 FZ2882.decimeters. This will result in a significant loss of accuracy FZ2882.over lines crossing such state borders. FZ2882 FZ2882 FZ2882.The horizontal coordinates were established by classical geodetic methods FZ2882.and adjusted by the National Geodetic Survey in September 1993. FZ2882 FZ2882.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2882 FZ2882.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2882 FZ2882.The geoid height was determined by GEOID03. FZ2882 FZ2882; North East Units Scale Factor Converg. FZ2882;SPC NC - 292,688.784 384,087.000 MT 1.00006058 -1 27 01.2 FZ2882;SPC NC - 960,263.12 1,260,125.43 sFT 1.00006058 -1 27 01.2 FZ2882;UTM 17 - 4,024,287.894 453,991.876 MT 0.99962608 -0 18 14.6 FZ2882 FZ2882! - Elev Factor x Scale Factor = Combined Factor FZ2882!SPC NC - 0.99984243 x 1.00006058 = 0.99990300 FZ2882!UTM 17 - 0.99984243 x 0.99962608 = 0.99946857 FZ2882 FZ2882 SUPERSEDED SURVEY CONTROL FZ2882 FZ2882 NGVD 29 (10/27/97) 1035.4 (m) 3397. (f) VERT ANG FZ2882 FZ2882.Superseded values are not recommended for survey control. FZ2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2882.See file dsdata.txt to determine how the superseded data were derived. FZ2882 FZ2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5399224288(NAD 83) FZ2882_MARKER: DH = HORIZONTAL CONTROL DISK FZ2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2882_SP_SET: CONCRETE POST FZ2882_STAMPING: GATE 1984 FZ2882_MARK LOGO: NCGS FZ2882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2882+STABILITY: SURFACE MOTION FZ2882 FZ2882 HISTORY - Date Condition Report By FZ2882 HISTORY - 1984 MONUMENTED NCGS FZ2882 FZ2882 STATION DESCRIPTION FZ2882 FZ2882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2882'STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH-SOUTHWEST OF WEST FZ2882'JEFFERSON AND 2.8 KM (1.7 MI) NORTHEAST OF BALDWIN. FZ2882'PROCEED ALONG US 221 AND NC 194 FOR 1.1 KM (0.7 MI) NORTH FROM THEIR FZ2882'SOUTH JUNCTION (AT BALDWIN) TO SR 1143, TURN RIGHT ALONG SR 1143 FOR FZ2882'1.4 KM (0.9 MI) TO A GATE ON THE LEFT, AND THE STATION, BETWEEN THE FZ2882'PASTURE FENCE AND THE US 221 HIGHWAY RIGHT-OF-WAY FENCE. FZ2882'MARK IS A STANDARD NCGS DISK STAMPED---GATE 1984---, SET INTO THE TOP FZ2882'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 INCHES FZ2882'BELOW GROUND. LOCATED 8.4 M (27.6 FT) NORTH-NORTHWEST OF THE FZ2882'CENTERLINE OF SR 1143, 27.9 M (91.5 FT) WEST-SOUTHWEST OF THE END OF FZ2882'A METAL CULVERT--AND 4.6 M (15.1 FT) NORTHWEST OF THE SOUTH MOST GATE FZ2882'POST, 15.2 M (49.9 FT) SOUTHEAST OF THE CENTER BRACE POST OF A FZ2882'HIGHWAY RIGHT-OF-WAY FENCE--BOTH WITH REFERENCE TAGS. MARK IS LEVEL FZ2882'WITH ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2962 *********************************************************************** FZ2962 DESIGNATION - GLENDALE SPRINGS AZ MK FZ2962 PID - FZ2962 FZ2962 STATE/COUNTY- NC/ASHE FZ2962 USGS QUAD - GLENDALE SPRINGS (1967) FZ2962 FZ2962 *CURRENT SURVEY CONTROL FZ2962 ___________________________________________________________________ FZ2962* NAD 83(1986)- 36 21 11.51543(N) 081 22 48.57739(W) ADJUSTED FZ2962* NAVD 88 - 940.3 (meters) 3085. (feet) VERTCON FZ2962 ___________________________________________________________________ FZ2962 LAPLACE CORR- -6.09 (seconds) DEFLEC99 FZ2962 GEOID HEIGHT- -31.68 (meters) GEOID03 FZ2962 FZ2962 HORZ ORDER - SECOND FZ2962 FZ2962.The North Carolina HARNS have been completed but, FZ2962.due to contractual restrictions, coordinates for these stations FZ2962.will NOT be published in the near future. In the interim, the FZ2962.published coordinates in North Carolina will not be FZ2962.consistent with the Continuously Operating Reference Stations FZ2962.(CORS). The HARN coordinates for these stations are available FZ2962.upon request. Contact Gary Thompson(919-733-3836). FZ2962. FZ2962.In addition, the published North Carolina positions FZ2962.(NAD 83 (1986)) are NOT consistent with those determined in FZ2962.adjacent state readjustments. The discontinuity between stations FZ2962.located in North Carolina and those in adjacent states FZ2962.which have been adjusted to the HARN may be as much as 5 FZ2962.decimeters. This will result in a significant loss of accuracy FZ2962.over lines crossing such state borders. FZ2962 FZ2962 FZ2962.The horizontal coordinates were established by classical geodetic methods FZ2962.and adjusted by the National Geodetic Survey in September 1993. FZ2962 FZ2962.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2962 FZ2962.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2962 FZ2962.The geoid height was determined by GEOID03. FZ2962 FZ2962; North East Units Scale Factor Converg. FZ2962;SPC NC - 291,353.862 395,966.409 MT 1.00005740 -1 22 25.5 FZ2962;SPC NC - 955,883.46 1,299,099.79 sFT 1.00005740 -1 22 25.5 FZ2962;UTM 17 - 4,023,191.590 465,890.406 MT 0.99961433 -0 13 31.2 FZ2962 FZ2962! - Elev Factor x Scale Factor = Combined Factor FZ2962!SPC NC - 0.99985741 x 1.00005740 = 0.99991480 FZ2962!UTM 17 - 0.99985741 x 0.99961433 = 0.99947180 FZ2962 FZ2962 SUPERSEDED SURVEY CONTROL FZ2962 FZ2962 NGVD 29 (10/27/97) 940.5 (m) 3086. (f) VERT ANG FZ2962 FZ2962.Superseded values are not recommended for survey control. FZ2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2962.See file dsdata.txt to determine how the superseded data were derived. FZ2962 FZ2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6589023192(NAD 83) FZ2962_MARKER: DZ = AZIMUTH MARK DISK FZ2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2962_SP_SET: CONCRETE POST FZ2962_STAMPING: GLENDALE SPRINGS 1991 FZ2962_MARK LOGO: NCGS FZ2962_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2962+STABILITY: SURFACE MOTION FZ2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2962+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ2962 FZ2962 HISTORY - Date Condition Report By FZ2962 HISTORY - 1991 MONUMENTED NCGS FZ2962 FZ2962 STATION DESCRIPTION FZ2962 FZ2962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2962'STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF JEFFERSON, IN FZ2962'GLENDALE SPRINGS, AT THE CALVARY FREEWILL BAPTIST CHURCH. FZ2962'ALONG SR 1630 FOR 0.35 MI (0.56 KM) NORTHEAST FROM NC 16 TO CHURCH, FZ2962'NEAR LARGE OAK AT NORTHEAST CORNER OF CEMETERY. FZ2962'MARK IS ABOUT 4 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED FZ2962'37.7 FT (11.5 M) NORTHWEST OF THE CENTERLINE OF ROAD, 149.3 FT FZ2962'(45.5 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF CHURCH VESTIBULE, FZ2962'12.4 FT (3.8 M) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE, 19.2 FT FZ2962'(5.9 M) WEST-SOUTHWEST OF THE END POST OF THE FENCE, 10.0 FT (3.0 M) FZ2962'SOUTH-SOUTHWEST OF A 26-INCH WHITE OAK, AND 60.9 FT (18.6 M) FZ2962'EAST-NORTHEAST OF THE--CREPPS--HEADSTONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2578 *********************************************************************** FZ2578 DESIGNATION - GLESSIE FZ2578 PID - FZ2578 FZ2578 STATE/COUNTY- NC/ASHE FZ2578 USGS QUAD - JEFFERSON (1998) FZ2578 FZ2578 *CURRENT SURVEY CONTROL FZ2578 ___________________________________________________________________ FZ2578* NAD 83(1986)- 36 28 40.13618(N) 081 24 04.00404(W) ADJUSTED FZ2578* NAVD 88 - 885.5 (meters) 2905. (feet) VERTCON FZ2578 ___________________________________________________________________ FZ2578 LAPLACE CORR- -4.17 (seconds) DEFLEC99 FZ2578 GEOID HEIGHT- -31.29 (meters) GEOID03 FZ2578 FZ2578 HORZ ORDER - SECOND FZ2578 FZ2578.The North Carolina HARNS have been completed but, FZ2578.due to contractual restrictions, coordinates for these stations FZ2578.will NOT be published in the near future. In the interim, the FZ2578.published coordinates in North Carolina will not be FZ2578.consistent with the Continuously Operating Reference Stations FZ2578.(CORS). The HARN coordinates for these stations are available FZ2578.upon request. Contact Gary Thompson(919-733-3836). FZ2578. FZ2578.In addition, the published North Carolina positions FZ2578.(NAD 83 (1986)) are NOT consistent with those determined in FZ2578.adjacent state readjustments. The discontinuity between stations FZ2578.located in North Carolina and those in adjacent states FZ2578.which have been adjusted to the HARN may be as much as 5 FZ2578.decimeters. This will result in a significant loss of accuracy FZ2578.over lines crossing such state borders. FZ2578 FZ2578 FZ2578.The horizontal coordinates were established by classical geodetic methods FZ2578.and adjusted by the National Geodetic Survey in February 1991. FZ2578 FZ2578.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2578 FZ2578.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2578 FZ2578.The geoid height was determined by GEOID03. FZ2578 FZ2578; North East Units Scale Factor Converg. FZ2578;SPC NC - 305,224.525 394,420.679 MT 1.00010172 -1 23 09.1 FZ2578;SPC NC - 1,001,390.80 1,294,028.51 sFT 1.00010172 -1 23 09.1 FZ2578;UTM 17 - 4,037,022.083 464,067.957 MT 0.99961591 -0 14 18.5 FZ2578 FZ2578! - Elev Factor x Scale Factor = Combined Factor FZ2578!SPC NC - 0.99986595 x 1.00010172 = 0.99996766 FZ2578!UTM 17 - 0.99986595 x 0.99961591 = 0.99948192 FZ2578 FZ2578 SUPERSEDED SURVEY CONTROL FZ2578 FZ2578 NGVD 29 (02/11/91) 885.6 (m) 2906. (f) VERT ANG FZ2578 FZ2578.Superseded values are not recommended for survey control. FZ2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2578.See file dsdata.txt to determine how the superseded data were derived. FZ2578 FZ2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6406837022(NAD 83) FZ2578_MARKER: DE = TRAVERSE STATION DISK FZ2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2578_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2578+STABILITY: SURFACE MOTION FZ2578 FZ2578 HISTORY - Date Condition Report By FZ2578 HISTORY - 1979 MONUMENTED NCGS FZ2578 FZ2578 STATION DESCRIPTION FZ2578 FZ2578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2578'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF CRUMPLER AND FZ2578'5.6 MILES NORTHEAST OF JEFFERSON, ALONG NC 16 NEAR SHATLEY SPRINGS. FZ2578' FZ2578'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 FZ2578'MILE EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 5.6 MILES TO FZ2578'STATION IN LEFT SHOULDER NEAR GRAVEL DRIVE AND 0.3 MILE NORTH OF SR FZ2578'1574 (SHATLEY SPRINGS ROAD) ENTRANCE. FZ2578' FZ2578'STATION MARK IS A STANDARD DISK STAMPED---GLESSIE 1979---SET IN TOP FZ2578'OF A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. THE FZ2578'MARK IS 16.6 FEET SOUTHWEST OF CENTERLINE ON NC 16, 70.6 FEET FZ2578'NORTHWEST OF CENTERLINE INTERSECTION OF NC 16 AND GRAVEL DRIVE, 49.1 FZ2578'FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG, 74.8 FEET FZ2578'SOUTHEAST OF POWER POLE WITH REFERENCE TAG, AND 86.2 FEET FZ2578'NORTH-NORTHWEST OF RIGHT-OF-WAY MONUMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2883 *********************************************************************** FZ2883 DESIGNATION - GOODMAN FZ2883 PID - FZ2883 FZ2883 STATE/COUNTY- NC/ASHE FZ2883 USGS QUAD - TODD (1998) FZ2883 FZ2883 *CURRENT SURVEY CONTROL FZ2883 ___________________________________________________________________ FZ2883* NAD 83(1986)- 36 21 22.35104(N) 081 31 34.19823(W) ADJUSTED FZ2883* NAVD 88 - 968.0 (meters) 3176. (feet) VERTCON FZ2883 ___________________________________________________________________ FZ2883 LAPLACE CORR- -5.68 (seconds) DEFLEC99 FZ2883 GEOID HEIGHT- -31.16 (meters) GEOID03 FZ2883 FZ2883 HORZ ORDER - SECOND FZ2883 FZ2883.The North Carolina HARNS have been completed but, FZ2883.due to contractual restrictions, coordinates for these stations FZ2883.will NOT be published in the near future. In the interim, the FZ2883.published coordinates in North Carolina will not be FZ2883.consistent with the Continuously Operating Reference Stations FZ2883.(CORS). The HARN coordinates for these stations are available FZ2883.upon request. Contact Gary Thompson(919-733-3836). FZ2883. FZ2883.In addition, the published North Carolina positions FZ2883.(NAD 83 (1986)) are NOT consistent with those determined in FZ2883.adjacent state readjustments. The discontinuity between stations FZ2883.located in North Carolina and those in adjacent states FZ2883.which have been adjusted to the HARN may be as much as 5 FZ2883.decimeters. This will result in a significant loss of accuracy FZ2883.over lines crossing such state borders. FZ2883 FZ2883 FZ2883.The horizontal coordinates were established by classical geodetic methods FZ2883.and adjusted by the National Geodetic Survey in September 1993. FZ2883 FZ2883.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2883 FZ2883.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2883 FZ2883.The geoid height was determined by GEOID03. FZ2883 FZ2883; North East Units Scale Factor Converg. FZ2883;SPC NC - 292,011.615 382,872.690 MT 1.00005842 -1 27 28.9 FZ2883;SPC NC - 958,041.44 1,256,141.48 sFT 1.00005842 -1 27 28.9 FZ2883;UTM 17 - 4,023,586.874 452,791.873 MT 0.99962746 -0 18 42.9 FZ2883 FZ2883! - Elev Factor x Scale Factor = Combined Factor FZ2883!SPC NC - 0.99985299 x 1.00005842 = 0.99991140 FZ2883!UTM 17 - 0.99985299 x 0.99962746 = 0.99948050 FZ2883 FZ2883 SUPERSEDED SURVEY CONTROL FZ2883 FZ2883 NGVD 29 (10/27/97) 968.1 (m) 3176. (f) VERT ANG FZ2883 FZ2883.Superseded values are not recommended for survey control. FZ2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2883.See file dsdata.txt to determine how the superseded data were derived. FZ2883 FZ2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5279223587(NAD 83) FZ2883_MARKER: DE = TRAVERSE STATION DISK FZ2883_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. FZ2883_SP_SET: TRAFFIC ISLAND FZ2883_STAMPING: GOODMAN 1984 FZ2883_MARK LOGO: NCGS FZ2883_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FZ2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2883+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991 FZ2883 FZ2883 HISTORY - Date Condition Report By FZ2883 HISTORY - 1984 MONUMENTED NCGS FZ2883 HISTORY - 19910910 GOOD NCGS FZ2883 FZ2883 STATION DESCRIPTION FZ2883 FZ2883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2883'STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) SOUTH-SOUTHWEST OF WEST FZ2883'JEFFERSON IN BALDWIN COMMUNITY. FZ2883'ALONG US 221 AND NC 194 FOR 1.1 KM (0.7 MI) NORTH FROM THEIR SOUTH FZ2883'JUNCTION TO SR 1143, IN THE TRAFFIC ISLAND WEST OF THE INTERSECTION. FZ2883'STATION IS A STANDARD NCGS DISK STAMPED---GOODMAN 1984---, SET FLUSH FZ2883'INTO A DRILLED HOLE IN THE TRAFFIC ISLAND. LOCATED 14.3 M (46.9 FT) FZ2883'WEST OF THE CENTERLINE OF THE CROSSROADS, 1.8 M (5.9 FT) NORTHWEST OF FZ2883'THE SOUTHEAST END OF THE CONCRETE TRAFFIC ISLAND, AND 32.0 M FZ2883'(105.0 FT) SOUTH OF A 14-INCH MAPLE WITH A REFERENCE TAG. MARK IS FZ2883'LEVEL WITH HIGHWAY. FZ2883 FZ2883 STATION RECOVERY (1991) FZ2883 FZ2883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2883'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2964 *********************************************************************** FZ2964 DESIGNATION - GRAYBEAL AZ MK FZ2964 PID - FZ2964 FZ2964 STATE/COUNTY- NC/ASHE FZ2964 USGS QUAD - WARRENSVILLE (1966) FZ2964 FZ2964 *CURRENT SURVEY CONTROL FZ2964 ___________________________________________________________________ FZ2964* NAD 83(1986)- 36 24 56.98464(N) 081 32 57.97908(W) ADJUSTED FZ2964* NAVD 88 - 918.7 (meters) 3014. (feet) VERTCON FZ2964 ___________________________________________________________________ FZ2964 LAPLACE CORR- -4.82 (seconds) DEFLEC99 FZ2964 GEOID HEIGHT- -31.01 (meters) GEOID03 FZ2964 FZ2964 HORZ ORDER - SECOND FZ2964 FZ2964.The North Carolina HARNS have been completed but, FZ2964.due to contractual restrictions, coordinates for these stations FZ2964.will NOT be published in the near future. In the interim, the FZ2964.published coordinates in North Carolina will not be FZ2964.consistent with the Continuously Operating Reference Stations FZ2964.(CORS). The HARN coordinates for these stations are available FZ2964.upon request. Contact Gary Thompson(919-733-3836). FZ2964. FZ2964.In addition, the published North Carolina positions FZ2964.(NAD 83 (1986)) are NOT consistent with those determined in FZ2964.adjacent state readjustments. The discontinuity between stations FZ2964.located in North Carolina and those in adjacent states FZ2964.which have been adjusted to the HARN may be as much as 5 FZ2964.decimeters. This will result in a significant loss of accuracy FZ2964.over lines crossing such state borders. FZ2964 FZ2964 FZ2964.The horizontal coordinates were established by classical geodetic methods FZ2964.and adjusted by the National Geodetic Survey in September 1993. FZ2964 FZ2964.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2964 FZ2964.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2964 FZ2964.The geoid height was determined by GEOID03. FZ2964 FZ2964; North East Units Scale Factor Converg. FZ2964;SPC NC - 298,679.138 380,954.297 MT 1.00007908 -1 28 17.3 FZ2964;SPC NC - 979,916.47 1,249,847.56 sFT 1.00007908 -1 28 17.3 FZ2964;UTM 17 - 4,030,211.790 450,741.450 MT 0.99962989 -0 19 34.2 FZ2964 FZ2964! - Elev Factor x Scale Factor = Combined Factor FZ2964!SPC NC - 0.99986071 x 1.00007908 = 0.99993977 FZ2964!UTM 17 - 0.99986071 x 0.99962989 = 0.99949065 FZ2964 FZ2964 SUPERSEDED SURVEY CONTROL FZ2964 FZ2964 NGVD 29 (10/27/97) 918.7 (m) 3014. (f) VERT ANG FZ2964 FZ2964.Superseded values are not recommended for survey control. FZ2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2964.See file dsdata.txt to determine how the superseded data were derived. FZ2964 FZ2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5074130212(NAD 83) FZ2964_MARKER: DZ = AZIMUTH MARK DISK FZ2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2964_SP_SET: CONCRETE POST FZ2964_STAMPING: GRAYBEAL 1991 FZ2964_MARK LOGO: NCGS FZ2964_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2964+STABILITY: SURFACE MOTION FZ2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2964+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ2964 FZ2964 HISTORY - Date Condition Report By FZ2964 HISTORY - 1991 MONUMENTED NCGS FZ2964 FZ2964 STATION DESCRIPTION FZ2964 FZ2964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2964'STATION IS LOCATED APPROXIMATELY 4.4 MI (7.1 KM) WEST OF JEFFERSON AND FZ2964'3.6 MI (5.8 KM) SOUTH-SOUTHWEST OF WARRENSVILLE. FZ2964'ALONG BUFFALO ROAD (SR 1131-SR 1133-SR 1125) UP THE BUFFALO CREEK FZ2964'VALLEY FOR 3.5 MI (5.6 KM) SOUTHWEST FROM NC 88-NC 194, OR 0.15 MI FZ2964'(0.24 KM) WEST OF SR 1228 (ENTRANCE ROAD TO BUFFALO MEADOWS FZ2964'SUBDIVISION), IN YARD OF E. GRAYBEAL BETWEEN ROAD AND AN ASPHALT FZ2964'DRIVE. FZ2964'MARK IS FLUSH WITH GROUND AND ABOUT 1 FOOT HIGHER THAN THE ROAD. FZ2964'LOCATED 25.0 FT (7.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE FZ2964'ROAD, 24.2 FT (7.4 M) SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 189.0 FZ2964'FT (57.6 M) (SLOPE DISTANCE) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER FZ2964'OF THE BRICK HOUSE, 33.7 FT (10.3 M) NORTHWEST OF THE WEST END OF THE FZ2964'DRIVE CULVERT, 54.1 FT (16.5 M) WEST OF A 14- INCH WALNUT TREE, AND FZ2964'94.3 FT (28.7 M) WEST-NORTHWEST OF A CORNER FENCE POST WITH REFERENCE FZ2964'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2884 *********************************************************************** FZ2884 DESIGNATION - GREENFIELD FZ2884 PID - FZ2884 FZ2884 STATE/COUNTY- NC/ASHE FZ2884 USGS QUAD - JEFFERSON (1998) FZ2884 FZ2884 *CURRENT SURVEY CONTROL FZ2884 ___________________________________________________________________ FZ2884* NAD 83(1986)- 36 23 07.22532(N) 081 28 56.46802(W) ADJUSTED FZ2884* NAVD 88 - 947.4 (meters) 3108. (feet) VERTCON FZ2884 ___________________________________________________________________ FZ2884 LAPLACE CORR- -4.94 (seconds) DEFLEC99 FZ2884 GEOID HEIGHT- -31.23 (meters) GEOID03 FZ2884 FZ2884 HORZ ORDER - SECOND FZ2884 FZ2884.The North Carolina HARNS have been completed but, FZ2884.due to contractual restrictions, coordinates for these stations FZ2884.will NOT be published in the near future. In the interim, the FZ2884.published coordinates in North Carolina will not be FZ2884.consistent with the Continuously Operating Reference Stations FZ2884.(CORS). The HARN coordinates for these stations are available FZ2884.upon request. Contact Gary Thompson(919-733-3836). FZ2884. FZ2884.In addition, the published North Carolina positions FZ2884.(NAD 83 (1986)) are NOT consistent with those determined in FZ2884.adjacent state readjustments. The discontinuity between stations FZ2884.located in North Carolina and those in adjacent states FZ2884.which have been adjusted to the HARN may be as much as 5 FZ2884.decimeters. This will result in a significant loss of accuracy FZ2884.over lines crossing such state borders. FZ2884 FZ2884 FZ2884.The horizontal coordinates were established by classical geodetic methods FZ2884.and adjusted by the National Geodetic Survey in September 1993. FZ2884 FZ2884.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2884 FZ2884.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2884 FZ2884.The geoid height was determined by GEOID03. FZ2884 FZ2884; North East Units Scale Factor Converg. FZ2884;SPC NC - 295,144.238 386,885.085 MT 1.00006838 -1 25 57.9 FZ2884;SPC NC - 968,319.05 1,269,305.48 sFT 1.00006838 -1 25 57.9 FZ2884;UTM 17 - 4,026,797.735 456,739.064 MT 0.99962306 -0 17 10.1 FZ2884 FZ2884! - Elev Factor x Scale Factor = Combined Factor FZ2884!SPC NC - 0.99985624 x 1.00006838 = 0.99992461 FZ2884!UTM 17 - 0.99985624 x 0.99962306 = 0.99947936 FZ2884 FZ2884: Primary Azimuth Mark Grid Az FZ2884:SPC NC - PHOENIX BLUE RIDGE REA TOWER 357 45 59.8 FZ2884:UTM 17 - PHOENIX BLUE RIDGE REA TOWER 356 37 12.0 FZ2884 FZ2884|---------------------------------------------------------------------| FZ2884| PID Reference Object Distance Geod. Az | FZ2884| dddmmss.s | FZ2884| FZ2903 PHOENIX BLUE RIDGE REA TOWER APPROX. 8.4 KM 3562001.9 | FZ2884|---------------------------------------------------------------------| FZ2884 FZ2884 SUPERSEDED SURVEY CONTROL FZ2884 FZ2884 NGVD 29 (10/27/97) 947.4 (m) 3108. (f) VERT ANG FZ2884 FZ2884.Superseded values are not recommended for survey control. FZ2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2884.See file dsdata.txt to determine how the superseded data were derived. FZ2884 FZ2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5673926798(NAD 83) FZ2884_MARKER: DH = HORIZONTAL CONTROL DISK FZ2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2884_SP_SET: CONCRETE POST FZ2884_STAMPING: GREENFIELD 1984 FZ2884_MARK LOGO: NCGS FZ2884_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2884+STABILITY: SURFACE MOTION FZ2884 FZ2884 HISTORY - Date Condition Report By FZ2884 HISTORY - 1984 MONUMENTED NCGS FZ2884 FZ2884 STATION DESCRIPTION FZ2884 FZ2884'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2884'STATION IS LOCATED 2.1 KM (1.3 MI) SOUTH-SOUTHEAST OF WEST JEFFERSON FZ2884'AND 4.0 KM (2.5 MI) SOUTH-SOUTHWEST OF JEFFERSON. FZ2884'ALONG US 221 BYPASS (ROBERT BARR EXPRESSWAY) FOR 0.6 KM (0.4 MI) NORTH FZ2884'FROM US 221 BUSINESS, NC 163, AND NC 194, ON TOP OF A HIGH BANK NEAR FZ2884'A RIGHT-OF-WAY FENCE, AND ON THE PROLONGATION OF THE NORTH SIDE OF A FZ2884'WHITE FRAME HOUSE ACROSS THE HIGHWAY. FZ2884'MARK IS A STANDARD NCGS DISK STAMPED---GREENFIELD 1984---, SET INTO FZ2884'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 6 FZ2884'INCHES ABOVE GROUND. LOCATED ABOUT 67 M (219.8 FT) EAST OF THE FZ2884'CENTERLINE OF THE HIGHWAY, 86.3 M (283.1 FT) NORTH OF A T-FENCE FZ2884'CORNER POST, 9.8 M (32.2 FT) WEST-SOUTHWEST OF A FENCE LINE--AND 14.4 FZ2884'M (47.2 FT) NORTHWEST OF THE CENTER BRACE POST, 12.6 M (41.3 FT) FZ2884'SOUTHWEST OF A FENCE POST--BOTH WITH REFERENCE TAGS. MARK IS 50 FEET FZ2884'HIGHER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2885 *********************************************************************** FZ2885 DESIGNATION - GREENHILLS FZ2885 PID - FZ2885 FZ2885 STATE/COUNTY- NC/ASHE FZ2885 USGS QUAD - WARRENSVILLE (1966) FZ2885 FZ2885 *CURRENT SURVEY CONTROL FZ2885 ___________________________________________________________________ FZ2885* NAD 83(1986)- 36 23 09.26572(N) 081 30 19.03602(W) ADJUSTED FZ2885* NAVD 88 - 967.7 (meters) 3175. (feet) VERTCON FZ2885 ___________________________________________________________________ FZ2885 LAPLACE CORR- -5.53 (seconds) DEFLEC99 FZ2885 GEOID HEIGHT- -31.16 (meters) GEOID03 FZ2885 FZ2885 HORZ ORDER - SECOND FZ2885 FZ2885.The North Carolina HARNS have been completed but, FZ2885.due to contractual restrictions, coordinates for these stations FZ2885.will NOT be published in the near future. In the interim, the FZ2885.published coordinates in North Carolina will not be FZ2885.consistent with the Continuously Operating Reference Stations FZ2885.(CORS). The HARN coordinates for these stations are available FZ2885.upon request. Contact Gary Thompson(919-733-3836). FZ2885. FZ2885.In addition, the published North Carolina positions FZ2885.(NAD 83 (1986)) are NOT consistent with those determined in FZ2885.adjacent state readjustments. The discontinuity between stations FZ2885.located in North Carolina and those in adjacent states FZ2885.which have been adjusted to the HARN may be as much as 5 FZ2885.decimeters. This will result in a significant loss of accuracy FZ2885.over lines crossing such state borders. FZ2885 FZ2885 FZ2885.The horizontal coordinates were established by classical geodetic methods FZ2885.and adjusted by the National Geodetic Survey in September 1993. FZ2885 FZ2885.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2885 FZ2885.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2885 FZ2885.The geoid height was determined by GEOID03. FZ2885 FZ2885; North East Units Scale Factor Converg. FZ2885;SPC NC - 295,258.810 384,829.334 MT 1.00006857 -1 26 45.5 FZ2885;SPC NC - 968,694.95 1,262,560.91 sFT 1.00006857 -1 26 45.5 FZ2885;UTM 17 - 4,026,871.121 454,682.346 MT 0.99962530 -0 17 59.1 FZ2885 FZ2885! - Elev Factor x Scale Factor = Combined Factor FZ2885!SPC NC - 0.99985304 x 1.00006857 = 0.99992160 FZ2885!UTM 17 - 0.99985304 x 0.99962530 = 0.99947839 FZ2885 FZ2885 SUPERSEDED SURVEY CONTROL FZ2885 FZ2885 NGVD 29 (10/27/97) 967.8 (m) 3175. (f) VERT ANG FZ2885 FZ2885.Superseded values are not recommended for survey control. FZ2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2885.See file dsdata.txt to determine how the superseded data were derived. FZ2885 FZ2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5468226871(NAD 83) FZ2885_MARKER: DH = HORIZONTAL CONTROL DISK FZ2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2885_SP_SET: CONCRETE POST FZ2885_STAMPING: GREENHILLS 1984 FZ2885_MARK LOGO: NCGS FZ2885_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2885+STABILITY: SURFACE MOTION FZ2885 FZ2885 HISTORY - Date Condition Report By FZ2885 HISTORY - 1984 MONUMENTED NCGS FZ2885 FZ2885 STATION DESCRIPTION FZ2885 FZ2885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2885'STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) SOUTH-SOUTHWEST OF WEST FZ2885'JEFFERSON. FZ2885'PROCEED ALONG SR 1248 (OLD US 221 AND NC 194) FOR 1.6 KM (1.0 MI) WEST FZ2885'FROM US 221 BUSINESS TO SR 1137, THENCE NORTHWEST ALONG SR 1137 FOR FZ2885'0.16 KM (0.10 MI) TO SR 1189, THENCE NORTH ALONG SR 1189 FOR 1 KM FZ2885'(0.6 MI) TO THE ENTRANCE ROAD TO GREENHILLS SUBDIVISION, THENCE WEST FZ2885'ALONG ENTRANCE ROAD FOR 0.25 KM (0.16 MI) TO A FIELD ROAD, AND FZ2885'STATION IN THE NORTHEAST QUADRANT. FZ2885'MARK IS A STANDARD NCGS DISK STAMPED---GREENHILLS 1984---, SET INTO FZ2885'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FZ2885'GROUND. LOCATED 4.9 M (16.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF FZ2885'THE STREET, 2.0 M (6.6 FT) NORTHWEST OF THE EAST END OF A CULVERT, FZ2885'15.2 M (49.9 FT) NORTH-NORTHEAST OF AND ACROSS THE STREET FROM A FZ2885'TELEPHONE PEDESTAL, AND 35.5 M (116.5 FT) EAST OF THE SOUTHEAST FZ2885'CORNER OF A SPLIT LEVEL BRICK RESIDENCE ON TOP OF A HILL. MARK IS 1 FZ2885'FOOT ABOVE STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2886 *********************************************************************** FZ2886 DESIGNATION - GREENSBORO FZ2886 PID - FZ2886 FZ2886 STATE/COUNTY- NC/ASHE FZ2886 USGS QUAD - JEFFERSON (1998) FZ2886 FZ2886 *CURRENT SURVEY CONTROL FZ2886 ___________________________________________________________________ FZ2886* NAD 83(1986)- 36 27 03.41732(N) 081 24 17.64026(W) ADJUSTED FZ2886* NAVD 88 - 913.6 (meters) 2997. (feet) VERTCON FZ2886 ___________________________________________________________________ FZ2886 LAPLACE CORR- -4.97 (seconds) DEFLEC99 FZ2886 GEOID HEIGHT- -31.32 (meters) GEOID03 FZ2886 FZ2886 HORZ ORDER - SECOND FZ2886 FZ2886.The North Carolina HARNS have been completed but, FZ2886.due to contractual restrictions, coordinates for these stations FZ2886.will NOT be published in the near future. In the interim, the FZ2886.published coordinates in North Carolina will not be FZ2886.consistent with the Continuously Operating Reference Stations FZ2886.(CORS). The HARN coordinates for these stations are available FZ2886.upon request. Contact Gary Thompson(919-733-3836). FZ2886. FZ2886.In addition, the published North Carolina positions FZ2886.(NAD 83 (1986)) are NOT consistent with those determined in FZ2886.adjacent state readjustments. The discontinuity between stations FZ2886.located in North Carolina and those in adjacent states FZ2886.which have been adjusted to the HARN may be as much as 5 FZ2886.decimeters. This will result in a significant loss of accuracy FZ2886.over lines crossing such state borders. FZ2886 FZ2886 FZ2886.The horizontal coordinates were established by classical geodetic methods FZ2886.and adjusted by the National Geodetic Survey in September 1993. FZ2886 FZ2886.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2886 FZ2886.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2886 FZ2886.The geoid height was determined by GEOID03. FZ2886 FZ2886; North East Units Scale Factor Converg. FZ2886;SPC NC - 302,252.034 394,009.066 MT 1.00009176 -1 23 16.9 FZ2886;SPC NC - 991,638.55 1,292,678.08 sFT 1.00009176 -1 23 16.9 FZ2886;UTM 17 - 4,034,043.377 463,716.120 MT 0.99961622 -0 14 26.0 FZ2886 FZ2886! - Elev Factor x Scale Factor = Combined Factor FZ2886!SPC NC - 0.99986155 x 1.00009176 = 0.99995329 FZ2886!UTM 17 - 0.99986155 x 0.99961622 = 0.99947782 FZ2886 FZ2886 SUPERSEDED SURVEY CONTROL FZ2886 FZ2886 NGVD 29 (10/27/97) 913.8 (m) 2998. (f) VERT ANG FZ2886 FZ2886.Superseded values are not recommended for survey control. FZ2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2886.See file dsdata.txt to determine how the superseded data were derived. FZ2886 FZ2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6371634043(NAD 83) FZ2886_MARKER: DH = HORIZONTAL CONTROL DISK FZ2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2886_SP_SET: CONCRETE POST FZ2886_STAMPING: GREENSBORO 1984 FZ2886_MARK LOGO: NCGS FZ2886_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2886+STABILITY: SURFACE MOTION FZ2886 FZ2886 HISTORY - Date Condition Report By FZ2886 HISTORY - 1984 MONUMENTED NCGS FZ2886 FZ2886 STATION DESCRIPTION FZ2886 FZ2886'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2886'STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) EAST-NORTHEAST OF JEFFERSON. FZ2886'ALONG NC 16 NORTH FROM US 221 FOR 3.7 KM (2.3 MI) TO SR 1579, IN THE FZ2886'SOUTHEAST QUADRANT. FZ2886'MARK IS A STANDARD NCGS DISK STAMPED---GREENSBORO 1984---, SET INTO FZ2886'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH FZ2886'GROUND. LOCATED 21.7 M (71.2 FT) SOUTHEAST OF THE CENTERLINE OF THE FZ2886'CROSSROADS, 33.7 M (110.6 FT) NORTHEAST OF THE CENTERLINE FZ2886'INTERSECTION OF SR 1579 AND SR 1651--AND 0.9 M (3.0 FT) SOUTH OF A FZ2886'TELEPHONE PEDESTAL BESIDE A POLE, 8.6 M (28.2 FT) NORTH-NORTHWEST OF FZ2886'A POWER POLE--BOTH WITH REFERENCE TAGS. MARK IS 2 FEET LOWER THAN NC FZ2886'16. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2580 *********************************************************************** FZ2580 DESIGNATION - HEALING FZ2580 PID - FZ2580 FZ2580 STATE/COUNTY- NC/ASHE FZ2580 USGS QUAD - GRASSY CREEK (1978) FZ2580 FZ2580 *CURRENT SURVEY CONTROL FZ2580 ___________________________________________________________________ FZ2580* NAD 83(1986)- 36 30 12.27062(N) 081 24 23.38368(W) ADJUSTED FZ2580* NAVD 88 - 849.0 (meters) 2785. (feet) VERTCON FZ2580 ___________________________________________________________________ FZ2580 LAPLACE CORR- -4.12 (seconds) DEFLEC99 FZ2580 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2580 FZ2580 HORZ ORDER - SECOND FZ2580 FZ2580.The North Carolina HARNS have been completed but, FZ2580.due to contractual restrictions, coordinates for these stations FZ2580.will NOT be published in the near future. In the interim, the FZ2580.published coordinates in North Carolina will not be FZ2580.consistent with the Continuously Operating Reference Stations FZ2580.(CORS). The HARN coordinates for these stations are available FZ2580.upon request. Contact Gary Thompson(919-733-3836). FZ2580. FZ2580.In addition, the published North Carolina positions FZ2580.(NAD 83 (1986)) are NOT consistent with those determined in FZ2580.adjacent state readjustments. The discontinuity between stations FZ2580.located in North Carolina and those in adjacent states FZ2580.which have been adjusted to the HARN may be as much as 5 FZ2580.decimeters. This will result in a significant loss of accuracy FZ2580.over lines crossing such state borders. FZ2580 FZ2580 FZ2580.The horizontal coordinates were established by classical geodetic methods FZ2580.and adjusted by the National Geodetic Survey in February 1991. FZ2580 FZ2580.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2580 FZ2580.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2580 FZ2580.The geoid height was determined by GEOID03. FZ2580 FZ2580; North East Units Scale Factor Converg. FZ2580;SPC NC - 308,075.671 394,007.191 MT 1.00011141 -1 23 20.2 FZ2580;SPC NC - 1,010,744.93 1,292,671.93 sFT 1.00011141 -1 23 20.2 FZ2580;UTM 17 - 4,039,862.985 463,597.697 MT 0.99961633 -0 14 30.5 FZ2580 FZ2580! - Elev Factor x Scale Factor = Combined Factor FZ2580!SPC NC - 0.99987167 x 1.00011141 = 0.99998307 FZ2580!UTM 17 - 0.99987167 x 0.99961633 = 0.99948805 FZ2580 FZ2580 SUPERSEDED SURVEY CONTROL FZ2580 FZ2580 NGVD 29 (02/11/91) 849.2 (m) 2786. (f) VERT ANG FZ2580 FZ2580.Superseded values are not recommended for survey control. FZ2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2580.See file dsdata.txt to determine how the superseded data were derived. FZ2580 FZ2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6359839863(NAD 83) FZ2580_MARKER: DE = TRAVERSE STATION DISK FZ2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2580_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2580+STABILITY: SURFACE MOTION FZ2580 FZ2580 HISTORY - Date Condition Report By FZ2580 HISTORY - 1979 MONUMENTED NCGS FZ2580 FZ2580 STATION DESCRIPTION FZ2580 FZ2580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2580'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 0.7 MILE WEST OF FZ2580'CRUMPLER AND 6.7 MILES NORTHEAST OF JEFFERSON. FZ2580' FZ2580'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2580'PROCEED SOUTH ALONG NC 16 FOR 1.1. MILE TO STATION IN THE LEFT FZ2580'SHOULDER AND 0.1 MILE NORTH OF SR 1542 ENTRANCE FROM CRUMPLER. FZ2580' FZ2580'STATION MARK IS A STANDARD DISK STAMPED---HEALING 1979---SET IN TOP OF FZ2580'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. THE MARK FZ2580'IS 17.0 FEET EAST-SOUTHEAST OF CENTERLINE OF NC 16, AND 391.0 FEET FZ2580'SOUTH OF SOUTH END OF GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2887 *********************************************************************** FZ2887 DESIGNATION - HEIGTS FZ2887 PID - FZ2887 FZ2887 STATE/COUNTY- NC/ASHE FZ2887 USGS QUAD - JEFFERSON (1998) FZ2887 FZ2887 *CURRENT SURVEY CONTROL FZ2887 ___________________________________________________________________ FZ2887* NAD 83(1986)- 36 27 01.48942(N) 081 24 29.31934(W) ADJUSTED FZ2887* NAVD 88 - 909.0 (meters) 2982. (feet) VERTCON FZ2887 ___________________________________________________________________ FZ2887 LAPLACE CORR- -4.96 (seconds) DEFLEC99 FZ2887 GEOID HEIGHT- -31.31 (meters) GEOID03 FZ2887 FZ2887 HORZ ORDER - SECOND FZ2887 FZ2887.The North Carolina HARNS have been completed but, FZ2887.due to contractual restrictions, coordinates for these stations FZ2887.will NOT be published in the near future. In the interim, the FZ2887.published coordinates in North Carolina will not be FZ2887.consistent with the Continuously Operating Reference Stations FZ2887.(CORS). The HARN coordinates for these stations are available FZ2887.upon request. Contact Gary Thompson(919-733-3836). FZ2887. FZ2887.In addition, the published North Carolina positions FZ2887.(NAD 83 (1986)) are NOT consistent with those determined in FZ2887.adjacent state readjustments. The discontinuity between stations FZ2887.located in North Carolina and those in adjacent states FZ2887.which have been adjusted to the HARN may be as much as 5 FZ2887.decimeters. This will result in a significant loss of accuracy FZ2887.over lines crossing such state borders. FZ2887 FZ2887 FZ2887.The horizontal coordinates were established by classical geodetic methods FZ2887.and adjusted by the National Geodetic Survey in September 1993. FZ2887 FZ2887.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2887 FZ2887.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2887 FZ2887.The geoid height was determined by GEOID03. FZ2887 FZ2887; North East Units Scale Factor Converg. FZ2887;SPC NC - 302,199.670 393,716.849 MT 1.00009156 -1 23 23.7 FZ2887;SPC NC - 991,466.75 1,291,719.36 sFT 1.00009156 -1 23 23.7 FZ2887;UTM 17 - 4,033,985.200 463,425.149 MT 0.99961648 -0 14 33.0 FZ2887 FZ2887! - Elev Factor x Scale Factor = Combined Factor FZ2887!SPC NC - 0.99986228 x 1.00009156 = 0.99995382 FZ2887!UTM 17 - 0.99986228 x 0.99961648 = 0.99947881 FZ2887 FZ2887 SUPERSEDED SURVEY CONTROL FZ2887 FZ2887 NGVD 29 (10/27/97) 909.1 (m) 2983. (f) VERT ANG FZ2887 FZ2887.Superseded values are not recommended for survey control. FZ2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2887.See file dsdata.txt to determine how the superseded data were derived. FZ2887 FZ2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6342533985(NAD 83) FZ2887_MARKER: DH = HORIZONTAL CONTROL DISK FZ2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2887_SP_SET: CONCRETE POST FZ2887_STAMPING: HEIGTS 1984 FZ2887_MARK LOGO: NCGS FZ2887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2887+STABILITY: SURFACE MOTION FZ2887 FZ2887 HISTORY - Date Condition Report By FZ2887 HISTORY - 1984 MONUMENTED NCGS FZ2887 FZ2887 STATION DESCRIPTION FZ2887 FZ2887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2887'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST-NORTHEAST OF JEFFERSON. FZ2887'ALONG NC 16 FOR 3.5 KM (2.2 MI) NORTH FROM US 221, IN HIGHWAY FZ2887'SHOULDER, OR 0.3 KM (0.2 MI) WEST FROM SR 1579. FZ2887'MARK IS A STANDARD NCGS DISK STAMPED---HEIGTS 1984---, SET INTO THE FZ2887'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 6 INCHES FZ2887'BELOW GROUND. LOCATED 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF NC FZ2887'16, 13.7 M (44.9 FT) SOUTH OF AND ACROSS THE HIGHWAY FROM A TELEPHONE FZ2887'PEDESTAL, 4.7 M (15.4 FT) WEST OF A HIGHWAY SIGN POST WITH A FZ2887'REFERENCE TAG, 33.7 M (110.6 FT) EAST OF A METAL HIGHWAY SIGN POST, FZ2887'AND 29.3 M (96.1 FT) WEST OF THE BEGINNING OF A CUT BANK. MARK IS 1 FZ2887'FOOT LOWER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2581 *********************************************************************** FZ2581 DESIGNATION - HELTON FZ2581 PID - FZ2581 FZ2581 STATE/COUNTY- NC/ASHE FZ2581 USGS QUAD - GRASSY CREEK (1978) FZ2581 FZ2581 *CURRENT SURVEY CONTROL FZ2581 ___________________________________________________________________ FZ2581* NAD 83(1986)- 36 31 55.27765(N) 081 25 03.99210(W) ADJUSTED FZ2581* NAVD 88 - 791.9 (meters) 2598. (feet) VERTCON FZ2581 ___________________________________________________________________ FZ2581 LAPLACE CORR- -4.19 (seconds) DEFLEC99 FZ2581 GEOID HEIGHT- -31.18 (meters) GEOID03 FZ2581 FZ2581 HORZ ORDER - SECOND FZ2581 FZ2581.The North Carolina HARNS have been completed but, FZ2581.due to contractual restrictions, coordinates for these stations FZ2581.will NOT be published in the near future. In the interim, the FZ2581.published coordinates in North Carolina will not be FZ2581.consistent with the Continuously Operating Reference Stations FZ2581.(CORS). The HARN coordinates for these stations are available FZ2581.upon request. Contact Gary Thompson(919-733-3836). FZ2581. FZ2581.In addition, the published North Carolina positions FZ2581.(NAD 83 (1986)) are NOT consistent with those determined in FZ2581.adjacent state readjustments. The discontinuity between stations FZ2581.located in North Carolina and those in adjacent states FZ2581.which have been adjusted to the HARN may be as much as 5 FZ2581.decimeters. This will result in a significant loss of accuracy FZ2581.over lines crossing such state borders. FZ2581 FZ2581 FZ2581.The horizontal coordinates were established by classical geodetic methods FZ2581.and adjusted by the National Geodetic Survey in February 1991. FZ2581 FZ2581.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2581 FZ2581.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2581 FZ2581.The geoid height was determined by GEOID03. FZ2581 FZ2581; North East Units Scale Factor Converg. FZ2581;SPC NC - 311,274.809 393,074.157 MT 1.00012249 -1 23 43.7 FZ2581;SPC NC - 1,021,240.77 1,289,610.80 sFT 1.00012249 -1 23 43.7 FZ2581;SPC VA S - 1,026,087.500 3,238,729.262 MT 1.00005087 -1 46 15.1 FZ2581;UTM 17 - 4,043,041.214 462,601.311 MT 0.99961723 -0 14 55.3 FZ2581 FZ2581! - Elev Factor x Scale Factor = Combined Factor FZ2581!SPC NC - 0.99988062 x 1.00012249 = 1.00000310 FZ2581!SPC VA S - 0.99988062 x 1.00005087 = 0.99993149 FZ2581!UTM 17 - 0.99988062 x 0.99961723 = 0.99949790 FZ2581 FZ2581 SUPERSEDED SURVEY CONTROL FZ2581 FZ2581 NGVD 29 (02/11/91) 792.0 (m) 2598. (f) VERT ANG FZ2581 FZ2581.Superseded values are not recommended for survey control. FZ2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2581.See file dsdata.txt to determine how the superseded data were derived. FZ2581 FZ2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6260143041(NAD 83) FZ2581_MARKER: DE = TRAVERSE STATION DISK FZ2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2581_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2581+STABILITY: SURFACE MOTION FZ2581 FZ2581 HISTORY - Date Condition Report By FZ2581 HISTORY - 1979 MONUMENTED NCGS FZ2581 FZ2581 STATION DESCRIPTION FZ2581 FZ2581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2581'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 3.2 MILES SOUTHWEST O FZ2581'GRASSY CREEK AND 8.3 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2581' FZ2581'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2581'PROCEED NORTH ALONG NC 16 FOR 1.0 MILE TO STATION ON RIGHT AT END OF FZ2581'GUARD RAIL APPROXIMATELY 300 FEET SOUTH OF NC 16 BRIDGE OVER HELTON FZ2581'CREEK. FZ2581' FZ2581'STATION MARK IS A STANDARD DISK STAMPED---HELTON---SET IN TOP OF A FZ2581'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 21.9 FZ2581'FEET EAST OF CENTERLINE OF NC 16, 3.1 FEET EAST-SOUTHEAST OF NORTH END FZ2581'OF GUARD RAIL, AND 287.9 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF FZ2581'NC 16 BRIDGE OVER HELTON CREEK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2888 *********************************************************************** FZ2888 DESIGNATION - HOSPITAL FZ2888 PID - FZ2888 FZ2888 STATE/COUNTY- NC/ASHE FZ2888 USGS QUAD - JEFFERSON (1998) FZ2888 FZ2888 *CURRENT SURVEY CONTROL FZ2888 ___________________________________________________________________ FZ2888* NAD 83(1986)- 36 25 20.82604(N) 081 27 27.52020(W) ADJUSTED FZ2888* NAVD 88 - 902.1 (meters) 2960. (feet) VERTCON FZ2888 ___________________________________________________________________ FZ2888 LAPLACE CORR- -5.21 (seconds) DEFLEC99 FZ2888 GEOID HEIGHT- -31.22 (meters) GEOID03 FZ2888 FZ2888 HORZ ORDER - SECOND FZ2888 FZ2888.The North Carolina HARNS have been completed but, FZ2888.due to contractual restrictions, coordinates for these stations FZ2888.will NOT be published in the near future. In the interim, the FZ2888.published coordinates in North Carolina will not be FZ2888.consistent with the Continuously Operating Reference Stations FZ2888.(CORS). The HARN coordinates for these stations are available FZ2888.upon request. Contact Gary Thompson(919-733-3836). FZ2888. FZ2888.In addition, the published North Carolina positions FZ2888.(NAD 83 (1986)) are NOT consistent with those determined in FZ2888.adjacent state readjustments. The discontinuity between stations FZ2888.located in North Carolina and those in adjacent states FZ2888.which have been adjusted to the HARN may be as much as 5 FZ2888.decimeters. This will result in a significant loss of accuracy FZ2888.over lines crossing such state borders. FZ2888 FZ2888 FZ2888.The horizontal coordinates were established by classical geodetic methods FZ2888.and adjusted by the National Geodetic Survey in September 1993. FZ2888 FZ2888.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2888 FZ2888.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2888 FZ2888.The geoid height was determined by GEOID03. FZ2888 FZ2888; North East Units Scale Factor Converg. FZ2888;SPC NC - 299,206.240 389,203.352 MT 1.00008144 -1 25 06.5 FZ2888;SPC NC - 981,645.81 1,276,911.33 sFT 1.00008144 -1 25 06.5 FZ2888;UTM 17 - 4,030,903.456 458,974.565 MT 0.99962074 -0 16 18.2 FZ2888 FZ2888! - Elev Factor x Scale Factor = Combined Factor FZ2888!SPC NC - 0.99986334 x 1.00008144 = 0.99994477 FZ2888!UTM 17 - 0.99986334 x 0.99962074 = 0.99948414 FZ2888 FZ2888|---------------------------------------------------------------------| FZ2888| PID Reference Object Distance Geod. Az | FZ2888| dddmmss.s | FZ2888| FZ2872 18 ATA 300.670 METERS 24832 | FZ2888| FZ1999 23 EG 8 321.768 METERS 25724 | FZ2888|---------------------------------------------------------------------| FZ2888 FZ2888 SUPERSEDED SURVEY CONTROL FZ2888 FZ2888 NGVD 29 (10/27/97) 902.2 (m) 2960. (f) VERT ANG FZ2888 FZ2888.Superseded values are not recommended for survey control. FZ2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2888.See file dsdata.txt to determine how the superseded data were derived. FZ2888 FZ2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5897530903(NAD 83) FZ2888_MARKER: DH = HORIZONTAL CONTROL DISK FZ2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2888_SP_SET: CONCRETE POST FZ2888_STAMPING: HOSPITAL 1984 FZ2888_MARK LOGO: NCGS FZ2888_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2888+STABILITY: SURFACE MOTION FZ2888 FZ2888 HISTORY - Date Condition Report By FZ2888 HISTORY - 1984 MONUMENTED NCGS FZ2888 FZ2888 STATION DESCRIPTION FZ2888 FZ2888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2888'STATION IS LOCATED IN JEFFERSON AT THE COUNTY HOSPITAL. FZ2888'ALONG THE SOUTH EDGE OF THE PAVED PARKING LOT, NEAR THE SECOND LIGHT FZ2888'POLE FROM THE EAST, ONE OF FOUR METAL LIGHT POLES ALONG THE SOUTH FZ2888'EDGE OF THE PARKING LOT IN FRONT OF THE HOSPITAL. FZ2888'MARK IS A STANDARD NCGS DISK STAMPED---HOSPITAL 1984---, SET INTO THE FZ2888'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2888'LOCATED 0.6 M (2.0 FT) SOUTH OF THE GUARD RAIL, 2.4 M (7.9 FT) FZ2888'NORTHWEST OF A METAL LIGHT POLE, AND 19.4 M (63.6 FT) EAST OF A 5-FOOT FZ2888'TALL WOODEN POLE BESIDE THE SECOND LIGHT POLE FROM THE WEST WITH A FZ2888'REFERENCE TAG. FZ2888'REFERENCE OBJECT IS A USGS BENCH MARK DISK STAMPED---18 ATA RESET FZ2888'1970---SET IN THE SOUTHWEST WINGWALL OF THE NC 16-NC 88 BRIDGE OVER FZ2888'NAKED CREEK, 36.0 FT (11.0 M) SOUTH OF THE WEST END OF A TRAFFIC FZ2888'ISLAND. MARK IS LEVEL WITH PAVED PARKING LOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AJ1568 *********************************************************************** AJ1568 DESIGNATION - HOUCK AZ MK AJ1568 PID - AJ1568 AJ1568 STATE/COUNTY- NC/ASHE AJ1568 USGS QUAD - MOUTH OF WILSON (1991) AJ1568 AJ1568 *CURRENT SURVEY CONTROL AJ1568 ___________________________________________________________________ AJ1568* NAD 83(1986)- 36 31 03.00690(N) 081 21 58.48372(W) ADJUSTED AJ1568* NAVD 88 - 863.8 (meters) 2834. (feet) VERTCON AJ1568 ___________________________________________________________________ AJ1568 LAPLACE CORR- -3.99 (seconds) DEFLEC99 AJ1568 GEOID HEIGHT- -31.33 (meters) GEOID03 AJ1568 AJ1568 HORZ ORDER - SECOND AJ1568 AJ1568.The North Carolina HARNS have been completed but, AJ1568.due to contractual restrictions, coordinates for these stations AJ1568.will NOT be published in the near future. In the interim, the AJ1568.published coordinates in North Carolina will not be AJ1568.consistent with the Continuously Operating Reference Stations AJ1568.(CORS). The HARN coordinates for these stations are available AJ1568.upon request. Contact Gary Thompson(919-733-3836). AJ1568. AJ1568.In addition, the published North Carolina positions AJ1568.(NAD 83 (1986)) are NOT consistent with those determined in AJ1568.adjacent state readjustments. The discontinuity between stations AJ1568.located in North Carolina and those in adjacent states AJ1568.which have been adjusted to the HARN may be as much as 5 AJ1568.decimeters. This will result in a significant loss of accuracy AJ1568.over lines crossing such state borders. AJ1568 AJ1568 AJ1568.The horizontal coordinates were established by classical geodetic methods AJ1568.and adjusted by the National Geodetic Survey in January 2001. AJ1568 AJ1568.The NAVD 88 height was computed by applying the VERTCON shift value to AJ1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AJ1568 AJ1568.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1568 AJ1568.The geoid height was determined by GEOID03. AJ1568 AJ1568; North East Units Scale Factor Converg. AJ1568;SPC NC - 309,552.646 397,649.713 MT 1.00011684 -1 21 56.6 AJ1568;SPC NC - 1,015,590.64 1,304,622.43 sFT 1.00011684 -1 21 56.6 AJ1568;UTM 17 - 4,041,411.834 467,208.107 MT 0.99961325 -0 13 04.6 AJ1568 AJ1568! - Elev Factor x Scale Factor = Combined Factor AJ1568!SPC NC - 0.99986936 x 1.00011684 = 0.99998619 AJ1568!UTM 17 - 0.99986936 x 0.99961325 = 0.99948266 AJ1568 AJ1568 SUPERSEDED SURVEY CONTROL AJ1568 AJ1568 NGVD 29 (01/09/01) 864.0 (m) 2835. (f) VERT ANG AJ1568 AJ1568.Superseded values are not recommended for survey control. AJ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1568.See file dsdata.txt to determine how the superseded data were derived. AJ1568 AJ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6720841412(NAD 83) AJ1568_MARKER: DZ = AZIMUTH MARK DISK AJ1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ1568_STAMPING: HOUCK 1994 AJ1568_MARK LOGO: NCGS AJ1568_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AJ1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ1568+STABILITY: SURFACE MOTION AJ1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1568+SATELLITE: SATELLITE OBSERVATIONS - 1994 AJ1568 AJ1568 HISTORY - Date Condition Report By AJ1568 HISTORY - 1994 MONUMENTED NCGS AJ1568 AJ1568 STATION DESCRIPTION AJ1568 AJ1568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) AJ1568'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF JEFFERSON IN AJ1568'THE CHESTNUT HILL COMMUNITY AT THE ASHE COUNTY LANDFILL. AJ1568'PROCEED ALONG NC 16 FOR 6.2 MI (10.0 KM) NORTH FROM NC 88 (IN AJ1568'JEFFERSON) , THENCE EAST FOR 1.0 MI (1.6 KM) ALONG SR 1573 (OLD AJ1568'HIGHWAY 16) , THENCE EAST FOR 1.9 MI (3.1 KM) ALONG SR 1567 (CHESTNUT AJ1568'HILL ROAD) , THENCE NORTH FOR 0.95 MI (1.53 KM) ALONG SR 1552 (WILEY AJ1568'F. GAMBILL ROAD) , THENCE NORTH FOR 0.5 MI (0.8 KM) ALONG SR 1558 AJ1568'(FRED PUGH ROAD) TO STATION ON SOUTHWEST SIDE OF ROAD, 400 FEET (121.9 AJ1568'M) SOUTH OF LANDFILL ENTRANCE AND NEAR FENCE CORNER. AJ1568'MARK IS ABOUT 3-FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED AJ1568'43.5 FT (13.3 M) SOUTHWEST OF THE CENTERLINE OF SR 1558, 133.4 FT AJ1568'(40.7 M) NORTHWEST OF THE END OF A 24-INCH CORRUGATED METAL PIPE--AND AJ1568'3.1 FT (0.9 M) SOUTH-SOUTHEAST OF A FENCE POST, 20.5 FT (6.2 M) AJ1568'EAST-NORTHEAST OF AN 8-INCH DOGWOOD--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2976 *********************************************************************** FZ2976 DESIGNATION - INDEX AZ MK FZ2976 PID - FZ2976 FZ2976 STATE/COUNTY- NC/ASHE FZ2976 USGS QUAD - JEFFERSON (1998) FZ2976 FZ2976 *CURRENT SURVEY CONTROL FZ2976 ___________________________________________________________________ FZ2976* NAD 83(1986)- 36 23 51.56938(N) 081 24 20.34146(W) ADJUSTED FZ2976* NAVD 88 - 837.9 (meters) 2749. (feet) VERTCON FZ2976 ___________________________________________________________________ FZ2976 LAPLACE CORR- -5.28 (seconds) DEFLEC99 FZ2976 GEOID HEIGHT- -31.45 (meters) GEOID03 FZ2976 FZ2976 HORZ ORDER - SECOND FZ2976 FZ2976.The North Carolina HARNS have been completed but, FZ2976.due to contractual restrictions, coordinates for these stations FZ2976.will NOT be published in the near future. In the interim, the FZ2976.published coordinates in North Carolina will not be FZ2976.consistent with the Continuously Operating Reference Stations FZ2976.(CORS). The HARN coordinates for these stations are available FZ2976.upon request. Contact Gary Thompson(919-733-3836). FZ2976. FZ2976.In addition, the published North Carolina positions FZ2976.(NAD 83 (1986)) are NOT consistent with those determined in FZ2976.adjacent state readjustments. The discontinuity between stations FZ2976.located in North Carolina and those in adjacent states FZ2976.which have been adjusted to the HARN may be as much as 5 FZ2976.decimeters. This will result in a significant loss of accuracy FZ2976.over lines crossing such state borders. FZ2976 FZ2976 FZ2976.The horizontal coordinates were established by classical geodetic methods FZ2976.and adjusted by the National Geodetic Survey in September 1993. FZ2976 FZ2976.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2976 FZ2976.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2976 FZ2976.The geoid height was determined by GEOID03. FZ2976 FZ2976; North East Units Scale Factor Converg. FZ2976;SPC NC - 296,341.368 393,798.511 MT 1.00007266 -1 23 18.5 FZ2976;SPC NC - 972,246.64 1,291,987.28 sFT 1.00007266 -1 23 18.5 FZ2976;UTM 17 - 4,028,132.434 463,624.031 MT 0.99961630 -0 14 26.6 FZ2976 FZ2976! - Elev Factor x Scale Factor = Combined Factor FZ2976!SPC NC - 0.99987345 x 1.00007266 = 0.99994610 FZ2976!UTM 17 - 0.99987345 x 0.99961630 = 0.99948979 FZ2976 FZ2976 SUPERSEDED SURVEY CONTROL FZ2976 FZ2976 NGVD 29 (10/27/97) 838.0 (m) 2749. (f) VERT ANG FZ2976 FZ2976.Superseded values are not recommended for survey control. FZ2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2976.See file dsdata.txt to determine how the superseded data were derived. FZ2976 FZ2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6362428132(NAD 83) FZ2976_MARKER: DZ = AZIMUTH MARK DISK FZ2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2976_SP_SET: CONCRETE POST FZ2976_STAMPING: INDEX 1991 FZ2976_MARK LOGO: NCGS FZ2976_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2976+STABILITY: SURFACE MOTION FZ2976 FZ2976 HISTORY - Date Condition Report By FZ2976 HISTORY - 1991 MONUMENTED NCGS FZ2976 FZ2976 STATION DESCRIPTION FZ2976 FZ2976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2976'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-SOUTHEAST OF JEFFERSON, FZ2976'3.9 MI (6.3 KM) NORTH-NORTHWEST OF GLENDALE SPRINGS, IN INDEX FZ2976'COMMUNITY. FZ2976'ALONG NC 88 FOR 0.15 MI (0.24 KM) NORTH FROM THE JUNCTION WITH NC 16 FZ2976'(AT NEW RIVER BRIDGE), AT THE EDGE OF A PASTURE. FZ2976'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 18.6 FT FZ2976'(5.7 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 373.0 FT (113.7 M) FZ2976'NORTH OF THE CENTERLINE INTERSECTION WITH A GRAVEL DRIVE, 89.5 FT FZ2976'(27.3 M) SOUTHWEST OF AND ACROSS HIGHWAY FROM A SMALL HEADWALL--AND FZ2976'47.0 FT (14.3 M) SOUTH OF A 24-INCH RED OAK, 87.2 FT (26.6 M) FZ2976'EAST-SOUTHEAST OF A 14-INCH DOUBLE POPLAR--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2582 *********************************************************************** FZ2582 DESIGNATION - JEFFERSON LITTLE PHOENIX BCN FZ2582 PID - FZ2582 FZ2582 STATE/COUNTY- NC/ASHE FZ2582 USGS QUAD - JEFFERSON (1998) FZ2582 FZ2582 *CURRENT SURVEY CONTROL FZ2582 ___________________________________________________________________ FZ2582* NAD 83(1986)- 36 26 32.89784(N) 081 26 53.95869(W) ADJUSTED FZ2582* NAVD 88 - FZ2582 ___________________________________________________________________ FZ2582 LAPLACE CORR- -5.37 (seconds) DEFLEC99 FZ2582 GEOID HEIGHT- -31.22 (meters) GEOID03 FZ2582 FZ2582 HORZ ORDER - THIRD FZ2582 FZ2582.The North Carolina HARNS have been completed but, FZ2582.due to contractual restrictions, coordinates for these stations FZ2582.will NOT be published in the near future. In the interim, the FZ2582.published coordinates in North Carolina will not be FZ2582.consistent with the Continuously Operating Reference Stations FZ2582.(CORS). The HARN coordinates for these stations are available FZ2582.upon request. Contact Gary Thompson(919-733-3836). FZ2582. FZ2582.In addition, the published North Carolina positions FZ2582.(NAD 83 (1986)) are NOT consistent with those determined in FZ2582.adjacent state readjustments. The discontinuity between stations FZ2582.located in North Carolina and those in adjacent states FZ2582.which have been adjusted to the HARN may be as much as 5 FZ2582.decimeters. This will result in a significant loss of accuracy FZ2582.over lines crossing such state borders. FZ2582 FZ2582 FZ2582.The horizontal coordinates were established by classical geodetic methods FZ2582.and adjusted by the National Geodetic Survey in September 1993. FZ2582 FZ2582 FZ2582.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2582 FZ2582.The geoid height was determined by GEOID03. FZ2582 FZ2582; North East Units Scale Factor Converg. FZ2582;SPC NC - 301,406.648 390,094.013 MT 1.00008866 -1 24 47.2 FZ2582;SPC NC - 988,864.98 1,279,833.44 sFT 1.00008866 -1 24 47.2 FZ2582;UTM 17 - 4,033,120.219 459,820.616 MT 0.99961989 -0 15 58.7 FZ2582 FZ2582 SUPERSEDED SURVEY CONTROL FZ2582 FZ2582 NAD 83(1986)- 36 26 32.89320(N) 081 26 53.97467(W) AD( ) 4 FZ2582 FZ2582.Superseded values are not recommended for survey control. FZ2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2582.See file dsdata.txt to determine how the superseded data were derived. FZ2582 FZ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5982133120(NAD 83) FZ2582_MARKER: 21 = AIRPORT BEACON FZ2582_MARK LOGO: NCGS FZ2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2582+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991 FZ2582 FZ2582 HISTORY - Date Condition Report By FZ2582 HISTORY - 1979 FIRST OBSERVED NCGS FZ2582 HISTORY - 1979 GOOD NCGS FZ2582 HISTORY - 19840101 GOOD NCGS FZ2582 HISTORY - 19910627 GOOD NCGS FZ2582 FZ2582 STATION DESCRIPTION FZ2582 FZ2582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2582'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF JEFFERSON FZ2582'NEAR SUMMIT OF LITTLE PHOENIX MOUNTAIN. FZ2582' FZ2582'TO REACH THE STATION FROM THE INTERSECTION OF US 221 (BUS), NC 88, AND FZ2582'SR 1573 IN JEFFERSON, PROCEED NORTHEAST ALONG SR 1573 FOR 1.5 MILES FZ2582'TO PRIVATE DRIVE ON RIGHT, ADJACENT TO SERVICE STATION, THENCE FZ2582'NORTHEAST ALONG DRIVE FOR 0.05 MILES TO PASTURE ROAD ON LEFT, THENCE FZ2582'NORTHEAST ALONG PASTURE ROAD FOR 1.1 MILE TO SUMMIT OF LITTLE PHOENIX FZ2582'MOUNTAIN AND BEACON ON TOP OF 60 FOOT POLE, ORANGE AND WHITE IN COLOR. FZ2582' FZ2582'STATION IS THE LIGHT ON TOP OF JEFFERSON LITTLE PHOENIX AIRPORT FZ2582'NAVIGATIONAL BEACON. FZ2582 FZ2582 STATION RECOVERY (1979) FZ2582 FZ2582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2582'RECOVERED IN GOOD CONDITION. FZ2582 FZ2582 STATION RECOVERY (1984) FZ2582 FZ2582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2582'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. ADDITIONAL FZ2582'OBSERVATIONS WERE MADE AT THIS TIME. FZ2582 FZ2582 STATION RECOVERY (1991) FZ2582 FZ2582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2582'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2583 *********************************************************************** FZ2583 DESIGNATION - JEFFERSON RADIO STA WKSK TOWER FZ2583 PID - FZ2583 FZ2583 STATE/COUNTY- NC/ASHE FZ2583 USGS QUAD - JEFFERSON (1998) FZ2583 FZ2583 *CURRENT SURVEY CONTROL FZ2583 ___________________________________________________________________ FZ2583* NAD 83(1986)- 36 24 39.05309(N) 081 29 46.24690(W) ADJUSTED FZ2583* NAVD 88 - FZ2583 ___________________________________________________________________ FZ2583 LAPLACE CORR- -4.86 (seconds) DEFLEC99 FZ2583 GEOID HEIGHT- -31.14 (meters) GEOID03 FZ2583 FZ2583 HORZ ORDER - THIRD FZ2583 FZ2583.The North Carolina HARNS have been completed but, FZ2583.due to contractual restrictions, coordinates for these stations FZ2583.will NOT be published in the near future. In the interim, the FZ2583.published coordinates in North Carolina will not be FZ2583.consistent with the Continuously Operating Reference Stations FZ2583.(CORS). The HARN coordinates for these stations are available FZ2583.upon request. Contact Gary Thompson(919-733-3836). FZ2583. FZ2583.In addition, the published North Carolina positions FZ2583.(NAD 83 (1986)) are NOT consistent with those determined in FZ2583.adjacent state readjustments. The discontinuity between stations FZ2583.located in North Carolina and those in adjacent states FZ2583.which have been adjusted to the HARN may be as much as 5 FZ2583.decimeters. This will result in a significant loss of accuracy FZ2583.over lines crossing such state borders. FZ2583 FZ2583 FZ2583.The horizontal coordinates were established by classical geodetic methods FZ2583.and adjusted by the National Geodetic Survey in February 1991. FZ2583 FZ2583 FZ2583.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2583 FZ2583.The geoid height was determined by GEOID03. FZ2583 FZ2583; North East Units Scale Factor Converg. FZ2583;SPC NC - 298,005.157 385,715.920 MT 1.00007731 -1 26 26.6 FZ2583;SPC NC - 977,705.25 1,265,469.65 sFT 1.00007731 -1 26 26.6 FZ2583;UTM 17 - 4,029,633.416 455,513.444 MT 0.99962438 -0 17 40.3 FZ2583 FZ2583 SUPERSEDED SURVEY CONTROL FZ2583 FZ2583.No superseded survey control is available for this station. FZ2583 FZ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5551329633(NAD 83) FZ2583_MARKER: 42 = RADIO/TV MAST FZ2583 FZ2583 HISTORY - Date Condition Report By FZ2583 HISTORY - 1979 FIRST OBSERVED NCGS FZ2583 HISTORY - 1987 GOOD USPSQD FZ2583 FZ2583 STATION DESCRIPTION FZ2583 FZ2583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2583'THE STATION IS LOCATED APPROXIMATELY 0.6 MILES NORTH-NORTHWEST OF WEST FZ2583'JEFFERSON AND 1.6 MILES WEST-SOUTHWEST OF JEFFERSON. FZ2583' FZ2583'TO REACH THE STATION FROM THE JUNCTION OF US 221 (BUS) AND NC 194 FZ2583'(NORTH JEFFERSON AVENUE) IN WEST JEFFERSON, PROCEED NORTH ALONG NC 194 FZ2583'FOR 0.5 MILES TO PAVED DRIVE ON RIGHT, THENCE NORTHEAST ALONG PAVED FZ2583'DRIVE FOR 0.2 MILES TO THE RADIO STATION WKSK MAST WHICH IS 307 FEET FZ2583'HIGH AND ORANGE AND WHITE IN COLOR. FZ2583' FZ2583'THE STATION IS THE CENTER OF THE WEST JEFFERSON RADIO STATION WKSK FZ2583'MAST. FZ2583 FZ2583 STATION RECOVERY (1987) FZ2583 FZ2583'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB) FZ2583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ1997 *********************************************************************** FZ1997 DESIGNATION - JEFFLOOK FZ1997 PID - FZ1997 FZ1997 STATE/COUNTY- NC/ASHE FZ1997 USGS QUAD - GLENDALE SPRINGS (1967) FZ1997 FZ1997 *CURRENT SURVEY CONTROL FZ1997 ___________________________________________________________________ FZ1997* NAD 83(1986)- 36 17 41.43599(N) 081 24 43.07839(W) ADJUSTED FZ1997* NAVD 88 - 1122.7 (meters) 3683. (feet) VERTCON FZ1997 ___________________________________________________________________ FZ1997 LAPLACE CORR- -6.73 (seconds) DEFLEC99 FZ1997 GEOID HEIGHT- -31.79 (meters) GEOID03 FZ1997 FZ1997 HORZ ORDER - SECOND FZ1997 FZ1997.The North Carolina HARNS have been completed but, FZ1997.due to contractual restrictions, coordinates for these stations FZ1997.will NOT be published in the near future. In the interim, the FZ1997.published coordinates in North Carolina will not be FZ1997.consistent with the Continuously Operating Reference Stations FZ1997.(CORS). The HARN coordinates for these stations are available FZ1997.upon request. Contact Gary Thompson(919-733-3836). FZ1997. FZ1997.In addition, the published North Carolina positions FZ1997.(NAD 83 (1986)) are NOT consistent with those determined in FZ1997.adjacent state readjustments. The discontinuity between stations FZ1997.located in North Carolina and those in adjacent states FZ1997.which have been adjusted to the HARN may be as much as 5 FZ1997.decimeters. This will result in a significant loss of accuracy FZ1997.over lines crossing such state borders. FZ1997 FZ1997 FZ1997.The horizontal coordinates were established by classical geodetic methods FZ1997.and adjusted by the National Geodetic Survey in November 1993. FZ1997 FZ1997.The NAVD 88 height was computed by applying the VERTCON shift value to FZ1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ1997 FZ1997.The Laplace correction was computed from DEFLEC99 derived deflections. FZ1997 FZ1997.The geoid height was determined by GEOID03. FZ1997 FZ1997; North East Units Scale Factor Converg. FZ1997;SPC NC - 284,948.961 392,954.862 MT 1.00003830 -1 23 31.6 FZ1997;SPC NC - 934,870.05 1,289,219.41 sFT 1.00003830 -1 23 31.6 FZ1997;UTM 17 - 4,016,730.415 463,009.070 MT 0.99961686 -0 14 37.9 FZ1997 FZ1997! - Elev Factor x Scale Factor = Combined Factor FZ1997!SPC NC - 0.99982881 x 1.00003830 = 0.99986711 FZ1997!UTM 17 - 0.99982881 x 0.99961686 = 0.99944574 FZ1997 FZ1997: Primary Azimuth Mark Grid Az FZ1997:SPC NC - CALLOWAY 130 00 14.8 FZ1997:UTM 17 - CALLOWAY 128 51 21.1 FZ1997 FZ1997|---------------------------------------------------------------------| FZ1997| PID Reference Object Distance Geod. Az | FZ1997| dddmmss.s | FZ1997| FZ1994 CALLOWAY APPROX. 1.9 KM 1283643.2 | FZ1997|---------------------------------------------------------------------| FZ1997 FZ1997 SUPERSEDED SURVEY CONTROL FZ1997 FZ1997 NAD 83(1986)- 36 17 41.43802(N) 081 24 43.09836(W) AD( ) 2 FZ1997 NAD 27 - 36 17 40.97387(N) 081 24 43.73507(W) AD( ) 2 FZ1997 NGVD 29 (11/18/93) 1122.8 (m) 3684. (f) VERT ANG FZ1997 FZ1997.Superseded values are not recommended for survey control. FZ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1997.See file dsdata.txt to determine how the superseded data were derived. FZ1997 FZ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6300916730(NAD 83) FZ1997_MARKER: DE = TRAVERSE STATION DISK FZ1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ1997_MAGNETIC: N = NO MAGNETIC MATERIAL FZ1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1997+STABILITY: SURFACE MOTION FZ1997 FZ1997 HISTORY - Date Condition Report By FZ1997 HISTORY - 1971 MONUMENTED NCGS FZ1997 HISTORY - 1979 GOOD NCGS FZ1997 HISTORY - 1982 GOOD NCGS FZ1997 FZ1997 STATION DESCRIPTION FZ1997 FZ1997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FZ1997'JEFFLOOK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FZ1997'IN THE VICINITY OF GLENDALE SPRINGS, NORTH CAROLINA. FZ1997' FZ1997'JEFFLOOK IS LOCATED APPROXIMATELY 3.9 MILES SOUTHWEST OF GLENDALE FZ1997'SPRINGS AND 7.0 MILES NORTHEAST OF DEEP GAP. TO REACH STATION FZ1997'PROCEED FROM THE INTERSECTION OF US 421 AND BLUE RIDGE PARKWAY. GO FZ1997'NORTH AND EAST ALONG PARKWAY FOR 9.7 MILES TO THE MOUNT JEFFERSON FZ1997'OVERLOOK ON THE LEFT AND STATION ON LEFT (NORTH) SIDE FZ1997'OF PARKWAY, APPROXIMATELY 500 FEET EAST OF THE FZ1997'OVERLOOK AND 5.6 MILES SOUTH AND WEST OF INTERSECTION OF NC 16 FZ1997'AND THE BLUE RIDGE PARKWAY. FZ1997' FZ1997'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FZ1997'JEFFLOOK 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FZ1997'WHICH IS 3 INCHES BELOW THE GROUND. FZ1997' FZ1997'MARK IS FZ1997'14.8 FEET N OF C/L OF BLUE RIDGE PARKWAY. FZ1997'65.5 FEET NNW OF ALUMINUM REF. TAG ON SPLIT RAIL FENCE POST ON S FZ1997'SIDE OF PARKWAY. FZ1997'72.0 FEET NE OF ALUMINUM REF. TAG ON SPLIT RAIL FENCE POST ON S FZ1997'SIDE OF PARKWAY. FZ1997 FZ1997 STATION RECOVERY (1979) FZ1997 FZ1997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ1997'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FZ1997 FZ1997 STATION RECOVERY (1982) FZ1997 FZ1997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL) FZ1997'THE STATION WAS RECOVERED AT THIS DATE. FZ1997'THE MARK WAS FOUND AS DESCRIBED. FZ1997' FZ1997'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2890 *********************************************************************** FZ2890 DESIGNATION - JOE FZ2890 PID - FZ2890 FZ2890 STATE/COUNTY- NC/ASHE FZ2890 USGS QUAD - GLENDALE SPRINGS (1967) FZ2890 FZ2890 *CURRENT SURVEY CONTROL FZ2890 ___________________________________________________________________ FZ2890* NAD 83(1986)- 36 22 28.15610(N) 081 29 34.87848(W) ADJUSTED FZ2890* NAVD 88 - 925.0 (meters) 3035. (feet) VERTCON FZ2890 ___________________________________________________________________ FZ2890 LAPLACE CORR- -5.42 (seconds) DEFLEC99 FZ2890 GEOID HEIGHT- -31.22 (meters) GEOID03 FZ2890 FZ2890 HORZ ORDER - SECOND FZ2890 FZ2890.The North Carolina HARNS have been completed but, FZ2890.due to contractual restrictions, coordinates for these stations FZ2890.will NOT be published in the near future. In the interim, the FZ2890.published coordinates in North Carolina will not be FZ2890.consistent with the Continuously Operating Reference Stations FZ2890.(CORS). The HARN coordinates for these stations are available FZ2890.upon request. Contact Gary Thompson(919-733-3836). FZ2890. FZ2890.In addition, the published North Carolina positions FZ2890.(NAD 83 (1986)) are NOT consistent with those determined in FZ2890.adjacent state readjustments. The discontinuity between stations FZ2890.located in North Carolina and those in adjacent states FZ2890.which have been adjusted to the HARN may be as much as 5 FZ2890.decimeters. This will result in a significant loss of accuracy FZ2890.over lines crossing such state borders. FZ2890 FZ2890 FZ2890.The horizontal coordinates were established by classical geodetic methods FZ2890.and adjusted by the National Geodetic Survey in September 1993. FZ2890 FZ2890.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2890 FZ2890.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2890 FZ2890.The geoid height was determined by GEOID03. FZ2890 FZ2890; North East Units Scale Factor Converg. FZ2890;SPC NC - 293,964.261 385,897.772 MT 1.00006464 -1 26 20.0 FZ2890;SPC NC - 964,447.75 1,266,066.27 sFT 1.00006464 -1 26 20.0 FZ2890;UTM 17 - 4,025,598.770 455,775.986 MT 0.99962410 -0 17 32.6 FZ2890 FZ2890! - Elev Factor x Scale Factor = Combined Factor FZ2890!SPC NC - 0.99985975 x 1.00006464 = 0.99992438 FZ2890!UTM 17 - 0.99985975 x 0.99962410 = 0.99948390 FZ2890 FZ2890 SUPERSEDED SURVEY CONTROL FZ2890 FZ2890 NGVD 29 (10/27/97) 925.1 (m) 3035. (f) VERT ANG FZ2890 FZ2890.Superseded values are not recommended for survey control. FZ2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2890.See file dsdata.txt to determine how the superseded data were derived. FZ2890 FZ2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5577625599(NAD 83) FZ2890_MARKER: DH = HORIZONTAL CONTROL DISK FZ2890_SETTING: 66 = SET IN ROCK OUTCROP FZ2890_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2890_STAMPING: JOE 1984 FZ2890_MARK LOGO: NCGS FZ2890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2890+STABILITY: POSITION/ELEVATION WELL FZ2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2890+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2000 FZ2890 FZ2890 HISTORY - Date Condition Report By FZ2890 HISTORY - 1984 MONUMENTED NCGS FZ2890 HISTORY - 20000229 GOOD MAC FZ2890 FZ2890 STATION DESCRIPTION FZ2890 FZ2890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2890'STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) SOUTH OF WEST JEFFERSON. FZ2890'ALONG US 221 AND NC 194 FOR 1.0 KM (0.6 MI) SOUTH FROM US 221 FZ2890'BUSINESS, NC 163, AND NC 194, ON TOP OF A BANK BETWEEN THE HIGHWAY FZ2890'AND SR 1195 (PARALLELING THE HIGHWAY). FZ2890'MARK IS A STANDARD NCGS DISK STAMPED---JOE 1984---, SET FLUSH INTO A FZ2890'DRILLED HOLE IN A SMALL ROCK OUTCROP PROJECTING 4 INCHES ABOVE FZ2890'GROUND. LOCATED 15.9 M (52.2 FT) NORTHWEST OF THE CENTERLINE OF THE FZ2890'HIGHWAY, 31.4 M (103.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR FZ2890'1195, 29.2 M (95.8 FT) WEST-SOUTHWEST OF THE SOUTH END OF THE GUARD FZ2890'RAIL, AND 35.4 M (116.1 FT) EAST OF THE CENTER BRACE POST WITH A FZ2890'REFERENCE TAG. MARK IS 4 FEET ABOVE HIGHWAY. FZ2890 FZ2890 STATION RECOVERY (2000) FZ2890 FZ2890'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (JAN) FZ2890'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2003 *********************************************************************** FZ2003 DESIGNATION - JONASEE FZ2003 PID - FZ2003 FZ2003 STATE/COUNTY- NC/ASHE FZ2003 USGS QUAD - WARRENSVILLE (1966) FZ2003 FZ2003 *CURRENT SURVEY CONTROL FZ2003 ___________________________________________________________________ FZ2003* NAD 83(1986)- 36 26 28.93781(N) 081 32 57.72823(W) ADJUSTED FZ2003* NAVD 88 - 1269.0 (meters) 4163. (feet) VERTCON FZ2003 ___________________________________________________________________ FZ2003 LAPLACE CORR- -3.45 (seconds) DEFLEC99 FZ2003 GEOID HEIGHT- -31.00 (meters) GEOID03 FZ2003 FZ2003 HORZ ORDER - SECOND FZ2003 FZ2003.The North Carolina HARNS have been completed but, FZ2003.due to contractual restrictions, coordinates for these stations FZ2003.will NOT be published in the near future. In the interim, the FZ2003.published coordinates in North Carolina will not be FZ2003.consistent with the Continuously Operating Reference Stations FZ2003.(CORS). The HARN coordinates for these stations are available FZ2003.upon request. Contact Gary Thompson(919-733-3836). FZ2003. FZ2003.In addition, the published North Carolina positions FZ2003.(NAD 83 (1986)) are NOT consistent with those determined in FZ2003.adjacent state readjustments. The discontinuity between stations FZ2003.located in North Carolina and those in adjacent states FZ2003.which have been adjusted to the HARN may be as much as 5 FZ2003.decimeters. This will result in a significant loss of accuracy FZ2003.over lines crossing such state borders. FZ2003 FZ2003 FZ2003.The horizontal coordinates were established by classical geodetic methods FZ2003.and adjusted by the National Geodetic Survey in July 1986. FZ2003 FZ2003.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2003 FZ2003.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2003 FZ2003.The geoid height was determined by GEOID03. FZ2003 FZ2003; North East Units Scale Factor Converg. FZ2003;SPC NC - 301,512.659 381,033.333 MT 1.00008826 -1 28 17.1 FZ2003;SPC NC - 989,212.78 1,250,106.86 sFT 1.00008826 -1 28 17.1 FZ2003;UTM 17 - 4,033,045.038 450,763.830 MT 0.99962987 -0 19 34.8 FZ2003 FZ2003! - Elev Factor x Scale Factor = Combined Factor FZ2003!SPC NC - 0.99980574 x 1.00008826 = 0.99989398 FZ2003!UTM 17 - 0.99980574 x 0.99962987 = 0.99943568 FZ2003 FZ2003: Primary Azimuth Mark Grid Az FZ2003:SPC NC - JEFFERSON 119 08 59.7 FZ2003:UTM 17 - JEFFERSON 118 00 17.4 FZ2003 FZ2003|---------------------------------------------------------------------| FZ2003| PID Reference Object Distance Geod. Az | FZ2003| dddmmss.s | FZ2003| FZ1998 JEFFERSON APPROX. 8.3 KM 1174042.6 | FZ2003|---------------------------------------------------------------------| FZ2003 FZ2003 SUPERSEDED SURVEY CONTROL FZ2003 FZ2003 NAD 27 - 36 26 28.49324(N) 081 32 58.34180(W) AD( ) 2 FZ2003 NGVD 29 (07/19/86) 1269.1 (m) 4164. (f) VERT ANG FZ2003 FZ2003.Superseded values are not recommended for survey control. FZ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2003.See file dsdata.txt to determine how the superseded data were derived. FZ2003 FZ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5076433045(NAD 83) FZ2003_MARKER: DE = TRAVERSE STATION DISK FZ2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2003_STAMPING: JONASEE 1971 FZ2003_MARK LOGO: NCGS FZ2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2003+STABILITY: SURFACE MOTION FZ2003 FZ2003 HISTORY - Date Condition Report By FZ2003 HISTORY - 1971 MONUMENTED NCGS FZ2003 FZ2003 STATION DESCRIPTION FZ2003 FZ2003'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FZ2003'JONASEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FZ2003'IN THE VICINITY OF WARRENSVILLE, NORTH CAROLINA. FZ2003' FZ2003'JONASEE IS LOCATED APPROXIMATELY 2.2 MILES SOUTHWEST OF FZ2003'WARRENSVILLE AND 4.4 MILES NORTHWEST OF JEFFERSON. TO REACH STATION FZ2003'PROCEED FROM THE INTERSECTION OF NC 88-194 AND SR 1131. GO FZ2003'SOUTHWEST ALONG SR 1131 FOR 1.6 MILES TO SR 1132 RIGHT AT MT. PADDY FZ2003'CHURCH. TURN RIGHT AND GO WEST ALONG SR 1132 FOR 0.1 MILE ACROSS FZ2003'A BRIDGE TO A Y FORK, KEEP RIGHT AND GO NORTHWEST ALONG SR 1132 FZ2003'FOR 0.3 MILE TO A SHARP BEND LEFT AND A DRIVE ON RIGHT (AT A SMALL FZ2003'LOG CABIN), TURN RIGHT AND GO THROUGH A GATE AND NORTHWEST ALONG FZ2003'DRIVE (JEEP TRAIL WHICH PARALLELS A STREAM) FOR 1.6 MILES PAST FZ2003'TWO RESIDENCES TO END OF TRAIL AT TOP OF THREE TOP FZ2003'MOUNTAIN AT THE JONASEE ROCK AND STATION. FZ2003' FZ2003'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FZ2003'JONASEE 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FZ2003'WHICH IS 1 INCH BELOW THE GROUND. FZ2003' FZ2003'MARK IS FZ2003'30.4 FEET NW OF C/L OF WOODS TRAIL. FZ2003'52.7 FEET NW OF ALUMINUM REF. TAG ON 4 INCH POPLAR. FZ2003'39.1 FEET N OF ALUMINUM REF. TAG ON 6 INCH OAK. FZ2003'26.0 FEET W OF ALUMINUM REF. TAG ON 4 INCH POPLAR. FZ2003'9.0 FEET SE OF EDGE OF A SHEER CLIFF. FZ2003'10.5 FEET NE OF BASE OF A 2 INCH OAK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2585 *********************************************************************** FZ2585 DESIGNATION - LEE FZ2585 PID - FZ2585 FZ2585 STATE/COUNTY- NC/ASHE FZ2585 USGS QUAD - GRASSY CREEK (1978) FZ2585 FZ2585 *CURRENT SURVEY CONTROL FZ2585 ___________________________________________________________________ FZ2585* NAD 83(1986)- 36 33 26.18847(N) 081 22 35.56355(W) ADJUSTED FZ2585* NAVD 88 - 872.9 (meters) 2864. (feet) VERTCON FZ2585 ___________________________________________________________________ FZ2585 LAPLACE CORR- -4.70 (seconds) DEFLEC99 FZ2585 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2585 FZ2585 HORZ ORDER - SECOND FZ2585 FZ2585.The North Carolina HARNS have been completed but, FZ2585.due to contractual restrictions, coordinates for these stations FZ2585.will NOT be published in the near future. In the interim, the FZ2585.published coordinates in North Carolina will not be FZ2585.consistent with the Continuously Operating Reference Stations FZ2585.(CORS). The HARN coordinates for these stations are available FZ2585.upon request. Contact Gary Thompson(919-733-3836). FZ2585. FZ2585.In addition, the published North Carolina positions FZ2585.(NAD 83 (1986)) are NOT consistent with those determined in FZ2585.adjacent state readjustments. The discontinuity between stations FZ2585.located in North Carolina and those in adjacent states FZ2585.which have been adjusted to the HARN may be as much as 5 FZ2585.decimeters. This will result in a significant loss of accuracy FZ2585.over lines crossing such state borders. FZ2585 FZ2585 FZ2585.The horizontal coordinates were established by classical geodetic methods FZ2585.and adjusted by the National Geodetic Survey in February 1991. FZ2585 FZ2585.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2585 FZ2585.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2585 FZ2585.The geoid height was determined by GEOID03. FZ2585 FZ2585; North East Units Scale Factor Converg. FZ2585;SPC NC - 313,987.503 396,832.956 MT 1.00013247 -1 22 18.0 FZ2585;SPC NC - 1,030,140.67 1,301,942.79 sFT 1.00013247 -1 22 18.0 FZ2585;SPC VA S - 1,028,775.334 3,242,505.423 MT 1.00004460 -1 44 45.0 FZ2585;UTM 17 - 4,045,827.185 466,303.156 MT 0.99961399 -0 13 27.4 FZ2585 FZ2585! - Elev Factor x Scale Factor = Combined Factor FZ2585!SPC NC - 0.99986792 x 1.00013247 = 1.00000038 FZ2585!SPC VA S - 0.99986792 x 1.00004460 = 0.99991252 FZ2585!UTM 17 - 0.99986792 x 0.99961399 = 0.99948196 FZ2585 FZ2585 SUPERSEDED SURVEY CONTROL FZ2585 FZ2585 NGVD 29 (02/11/91) 873.0 (m) 2864. (f) VERT ANG FZ2585 FZ2585.Superseded values are not recommended for survey control. FZ2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2585.See file dsdata.txt to determine how the superseded data were derived. FZ2585 FZ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6630345827(NAD 83) FZ2585_MARKER: DE = TRAVERSE STATION DISK FZ2585_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND FZ2585_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FZ2585 FZ2585 HISTORY - Date Condition Report By FZ2585 HISTORY - 1979 MONUMENTED NCGS FZ2585 FZ2585 STATION DESCRIPTION FZ2585 FZ2585'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2585'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH-SOUTHEAST OF FZ2585'GRASSY CREEK AND 10.7 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2585' FZ2585'TO REACH THE STATION FROM THE INTERSECTION OF SR 1535 AND 1573 AT FZ2585'GRASSY CREEK, PROCEED SOUTHEAST ALONG SR 1535 FOR 1.45 MILES TO SR FZ2585'1547 ON RIGHT, THENCE PROCEED SOUTH ALONG SR 1547 FOR 0.4 MILES TO GAP FZ2585'AND COW PASTURE ON RIGHT AND NEW RIVER CEMETERY ON LEFT, THENCE FZ2585'PROCEED NORTHWEST FOR 0.1 MILE UP FENCE LINE TO HIGHEST POINT OF FZ2585'PASTURE AND STATION NEAR WOODS CORNER. FZ2585' FZ2585'STATION MARK IS A STANDARD DISK STAMPED---LEE 1979---SET IN TOP OF A FZ2585'POST, PROJECTING 1 INCH ABOVE GROUND SURFACE. THE MARK IS 27.2 FEET FZ2585'EAST-NORTHEAST OF 24 INCH OAK, 3.3 FEET SOUTH OF FENCE POST, 19.7 FEET FZ2585'EAST-SOUTHEAST OF FENCE CORNER POST ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AJ1571 *********************************************************************** AJ1571 DESIGNATION - LEEPER AZ MK AJ1571 PID - AJ1571 AJ1571 STATE/COUNTY- NC/ASHE AJ1571 USGS QUAD - JEFFERSON (1998) AJ1571 AJ1571 *CURRENT SURVEY CONTROL AJ1571 ___________________________________________________________________ AJ1571* NAD 83(1986)- 36 23 11.44995(N) 081 28 03.33430(W) ADJUSTED AJ1571* NAVD 88 - 985.9 (meters) 3235. (feet) VERTCON AJ1571 ___________________________________________________________________ AJ1571 LAPLACE CORR- -4.91 (seconds) DEFLEC99 AJ1571 GEOID HEIGHT- -31.27 (meters) GEOID03 AJ1571 AJ1571 HORZ ORDER - SECOND AJ1571 AJ1571.The North Carolina HARNS have been completed but, AJ1571.due to contractual restrictions, coordinates for these stations AJ1571.will NOT be published in the near future. In the interim, the AJ1571.published coordinates in North Carolina will not be AJ1571.consistent with the Continuously Operating Reference Stations AJ1571.(CORS). The HARN coordinates for these stations are available AJ1571.upon request. Contact Gary Thompson(919-733-3836). AJ1571. AJ1571.In addition, the published North Carolina positions AJ1571.(NAD 83 (1986)) are NOT consistent with those determined in AJ1571.adjacent state readjustments. The discontinuity between stations AJ1571.located in North Carolina and those in adjacent states AJ1571.which have been adjusted to the HARN may be as much as 5 AJ1571.decimeters. This will result in a significant loss of accuracy AJ1571.over lines crossing such state borders. AJ1571 AJ1571 AJ1571.The horizontal coordinates were established by classical geodetic methods AJ1571.and adjusted by the National Geodetic Survey in January 2001. AJ1571 AJ1571.The NAVD 88 height was computed by applying the VERTCON shift value to AJ1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AJ1571 AJ1571.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1571 AJ1571.The geoid height was determined by GEOID03. AJ1571 AJ1571; North East Units Scale Factor Converg. AJ1571;SPC NC - 295,241.412 388,212.256 MT 1.00006878 -1 25 27.2 AJ1571;SPC NC - 968,637.87 1,273,659.71 sFT 1.00006878 -1 25 27.2 AJ1571;UTM 17 - 4,026,921.394 458,063.433 MT 0.99962167 -0 16 38.6 AJ1571 AJ1571! - Elev Factor x Scale Factor = Combined Factor AJ1571!SPC NC - 0.99985019 x 1.00006878 = 0.99991896 AJ1571!UTM 17 - 0.99985019 x 0.99962167 = 0.99947192 AJ1571 AJ1571 SUPERSEDED SURVEY CONTROL AJ1571 AJ1571 NGVD 29 (01/09/01) 986.0 (m) 3235. (f) VERT ANG AJ1571 AJ1571.Superseded values are not recommended for survey control. AJ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1571.See file dsdata.txt to determine how the superseded data were derived. AJ1571 AJ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5806326921(NAD 83) AJ1571_MARKER: DZ = AZIMUTH MARK DISK AJ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ1571_STAMPING: LEEPER 1994 AJ1571_MARK LOGO: NCGS AJ1571_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AJ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ1571+STABILITY: SURFACE MOTION AJ1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1571+SATELLITE: SATELLITE OBSERVATIONS - 1994 AJ1571 AJ1571 HISTORY - Date Condition Report By AJ1571 HISTORY - 1994 MONUMENTED NCGS AJ1571 AJ1571 STATION DESCRIPTION AJ1571 AJ1571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) AJ1571'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTH OF JEFFERSON NEAR THE AJ1571'INDUSTRIAL PARK SITE. AJ1571'PROCEED ALONG NC 163 FOR 0.65 MI (1.05 KM) EAST-SOUTHEAST FROM US AJ1571'221-NC 194 (IN WEST JEFFERSON) , THENCE NORTH FOR 0.55 MI (0.89 KM) AJ1571'ALONG SR 1149 (MOUNT JEFFERSON ROAD) , THENCE NORTHEAST FOR 0.7 MI AJ1571'(1.1 KM) ALONG SR 1151 (OAKWOOD ROAD) TO A GRAVEL DRIVE AND STATION AJ1571'NEAR FENCE. AJ1571'MARK IS ABOUT 1-FOOT LOWER THAN ROAD AND IS FLUSH WITH GROUND. LOCATED AJ1571'21.0 FT (6.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION OF SR AJ1571'1151 AND GRAVEL DRIVE--AND 5.0 FT (1.5 M) EAST OF A FENCE POST, 5.6 FT AJ1571'(1.7 M) NORTHWEST OF A FENCE POST, 10.9 FT (3.3 M) WEST OF A 5-INCH AJ1571'CHERRY, AND 44.6 FT (13.6 M) WEST-SOUTHWEST OF A FENCE CORNER POST AJ1571'(ACROSS DRIVE) --ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2586 *********************************************************************** FZ2586 DESIGNATION - LIHUE FZ2586 PID - FZ2586 FZ2586 STATE/COUNTY- NC/ASHE FZ2586 USGS QUAD - BALDWIN GAP (1959) FZ2586 FZ2586 *CURRENT SURVEY CONTROL FZ2586 ___________________________________________________________________ FZ2586* NAD 83(1986)- 36 27 45.68534(N) 081 40 16.19159(W) ADJUSTED FZ2586* NAVD 88 - 1177.0 (meters) 3862. (feet) VERTCON FZ2586 ___________________________________________________________________ FZ2586 LAPLACE CORR- -0.48 (seconds) DEFLEC99 FZ2586 GEOID HEIGHT- -30.91 (meters) GEOID03 FZ2586 FZ2586 HORZ ORDER - SECOND FZ2586 FZ2586.The North Carolina HARNS have been completed but, FZ2586.due to contractual restrictions, coordinates for these stations FZ2586.will NOT be published in the near future. In the interim, the FZ2586.published coordinates in North Carolina will not be FZ2586.consistent with the Continuously Operating Reference Stations FZ2586.(CORS). The HARN coordinates for these stations are available FZ2586.upon request. Contact Gary Thompson(919-733-3836). FZ2586. FZ2586.In addition, the published North Carolina positions FZ2586.(NAD 83 (1986)) are NOT consistent with those determined in FZ2586.adjacent state readjustments. The discontinuity between stations FZ2586.located in North Carolina and those in adjacent states FZ2586.which have been adjusted to the HARN may be as much as 5 FZ2586.decimeters. This will result in a significant loss of accuracy FZ2586.over lines crossing such state borders. FZ2586 FZ2586 FZ2586.The horizontal coordinates were established by classical geodetic methods FZ2586.and adjusted by the National Geodetic Survey in February 1991. FZ2586 FZ2586.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2586 FZ2586.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2586 FZ2586.The geoid height was determined by GEOID03. FZ2586 FZ2586; North East Units Scale Factor Converg. FZ2586;SPC NC - 304,164.837 370,179.796 MT 1.00009608 -1 32 30.2 FZ2586;SPC NC - 997,914.14 1,214,498.21 sFT 1.00009608 -1 32 30.2 FZ2586;SPC TN - 244,835.625 987,887.916 MT 1.00000849 +2 32 03.4 FZ2586;SPC TN - 803,264.88 3,241,095.60 sFT 1.00000849 +2 32 03.4 FZ2586;UTM 17 - 4,035,478.892 439,864.470 MT 0.99964455 -0 23 56.0 FZ2586 FZ2586! - Elev Factor x Scale Factor = Combined Factor FZ2586!SPC NC - 0.99982016 x 1.00009608 = 0.99991622 FZ2586!SPC TN - 0.99982016 x 1.00000849 = 0.99982865 FZ2586!UTM 17 - 0.99982016 x 0.99964455 = 0.99946477 FZ2586 FZ2586 SUPERSEDED SURVEY CONTROL FZ2586 FZ2586 NGVD 29 (02/11/91) 1177.1 (m) 3862. (f) VERT ANG FZ2586 FZ2586.Superseded values are not recommended for survey control. FZ2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2586.See file dsdata.txt to determine how the superseded data were derived. FZ2586 FZ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3986435479(NAD 83) FZ2586_MARKER: DE = TRAVERSE STATION DISK FZ2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2586_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2586+STABILITY: SURFACE MOTION FZ2586 FZ2586 HISTORY - Date Condition Report By FZ2586 HISTORY - 1979 MONUMENTED NCGS FZ2586 FZ2586 STATION DESCRIPTION FZ2586 FZ2586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2586'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTHWEST OF CRESTON FZ2586'AND 11.5 MILES WEST NORTHWEST OF JEFFERSON. FZ2586' FZ2586'TO REACH THE STATION FROM THE ASHE COUNTY COURTHOUSE IN JEFFERSON, FZ2586'PROCEED WEST ALONG NC 88 FOR 13.5 MILES TO SR 1315 (BIG LAUREL ROAD) FZ2586'ON RIGHT, THEN NORTHWEST ON SR 1315 FOR 1.55 MILES TO SR 1310 ON LEFT. FZ2586'THENCE PROCEED WESTERLY ON SR 1310 FOR 3.45 MILES TO HOUSE ON LEFT. FZ2586'THENCE SOUTHERLY ALONG PASTURE ROAD BEHIND RESIDENCE FOR 0.8 MILES TO FZ2586'STATION ON TOP OF LIHUE KNOB, AND JUST OFF THE NORTHEAST SIDE OF FZ2586'SUMMIT. FZ2586' FZ2586'STATION MARK IS A STANDARD DISK STAMPED---LINUE 1979---SET IN TOP FZ2586'OF A 10 INCH CONCRETE CYLINDER, 2 INCHES ABOVE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2891 *********************************************************************** FZ2891 DESIGNATION - LITTLE FZ2891 PID - FZ2891 FZ2891 STATE/COUNTY- NC/ASHE FZ2891 USGS QUAD - JEFFERSON (1998) FZ2891 FZ2891 *CURRENT SURVEY CONTROL FZ2891 ___________________________________________________________________ FZ2891* NAD 83(1986)- 36 26 55.47835(N) 081 25 18.37530(W) ADJUSTED FZ2891* NAVD 88 - 891.6 (meters) 2925. (feet) VERTCON FZ2891 ___________________________________________________________________ FZ2891 LAPLACE CORR- -5.00 (seconds) DEFLEC99 FZ2891 GEOID HEIGHT- -31.28 (meters) GEOID03 FZ2891 FZ2891 HORZ ORDER - SECOND FZ2891 FZ2891.The North Carolina HARNS have been completed but, FZ2891.due to contractual restrictions, coordinates for these stations FZ2891.will NOT be published in the near future. In the interim, the FZ2891.published coordinates in North Carolina will not be FZ2891.consistent with the Continuously Operating Reference Stations FZ2891.(CORS). The HARN coordinates for these stations are available FZ2891.upon request. Contact Gary Thompson(919-733-3836). FZ2891. FZ2891.In addition, the published North Carolina positions FZ2891.(NAD 83 (1986)) are NOT consistent with those determined in FZ2891.adjacent state readjustments. The discontinuity between stations FZ2891.located in North Carolina and those in adjacent states FZ2891.which have been adjusted to the HARN may be as much as 5 FZ2891.decimeters. This will result in a significant loss of accuracy FZ2891.over lines crossing such state borders. FZ2891 FZ2891 FZ2891.The horizontal coordinates were established by classical geodetic methods FZ2891.and adjusted by the National Geodetic Survey in September 1993. FZ2891 FZ2891.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2891 FZ2891.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2891 FZ2891.The geoid height was determined by GEOID03. FZ2891 FZ2891; North East Units Scale Factor Converg. FZ2891;SPC NC - 302,044.139 392,490.974 MT 1.00009095 -1 23 52.0 FZ2891;SPC NC - 990,956.48 1,287,697.47 sFT 1.00009095 -1 23 52.0 FZ2891;UTM 17 - 4,033,805.240 462,203.213 MT 0.99961760 -0 15 02.1 FZ2891 FZ2891! - Elev Factor x Scale Factor = Combined Factor FZ2891!SPC NC - 0.99986500 x 1.00009095 = 0.99995594 FZ2891!UTM 17 - 0.99986500 x 0.99961760 = 0.99948266 FZ2891 FZ2891: Primary Azimuth Mark Grid Az FZ2891:SPC NC - WELCOME HOME BAPT SPIRE 173 16 13.3 FZ2891:UTM 17 - WELCOME HOME BAPT SPIRE 172 07 23.4 FZ2891 FZ2891|---------------------------------------------------------------------| FZ2891| PID Reference Object Distance Geod. Az | FZ2891| dddmmss.s | FZ2891| FZ2897 MILLER 301.625 METERS 06810 | FZ2891| CS8435 WELCOME HOME BAPT SPIRE 1715221.3 | FZ2891|---------------------------------------------------------------------| FZ2891 FZ2891 SUPERSEDED SURVEY CONTROL FZ2891 FZ2891 NGVD 29 (10/27/97) 891.7 (m) 2926. (f) VERT ANG FZ2891 FZ2891.Superseded values are not recommended for survey control. FZ2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2891.See file dsdata.txt to determine how the superseded data were derived. FZ2891 FZ2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6220333805(NAD 83) FZ2891_MARKER: DH = HORIZONTAL CONTROL DISK FZ2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2891_SP_SET: CONCRETE POST FZ2891_STAMPING: LITTLE 1984 FZ2891_MARK LOGO: NCGS FZ2891_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2891+STABILITY: SURFACE MOTION FZ2891 FZ2891 HISTORY - Date Condition Report By FZ2891 HISTORY - 1984 MONUMENTED NCGS FZ2891 FZ2891 STATION DESCRIPTION FZ2891 FZ2891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2891'STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) EAST-NORTHEAST OF JEFFERSON. FZ2891'ALONG NC 16 FOR 2.2 KM (1.4 MI) NORTH FROM US 221, IN THE NORTHEAST FZ2891'QUADRANT OF THE INTERSECTION WITH THE DRIVE TO THE LITTLE RESIDENCE, FZ2891'(OR 0.6 KM (0.4 MI) WEST FROM SR 1576), AND ABOUT 500 FEET NORTHEAST FZ2891'OF A SHELL SERVICE STATION. FZ2891'MARK IS A STANDARD NCGS DISK STAMPED---LITTLE 1984---, SET INTO THE FZ2891'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 1 INCH FZ2891'BELOW GROUND. LOCATED 8.1 M (26.6 FT) NORTH-NORTHWEST OF THE FZ2891'CENTERLINE OF THE HIGHWAY, 5.6 M (18.4 FT) EAST OF THE CENTERLINE OF FZ2891'A DRIVE, AND 24.6 M (80.7 FT) SOUTH-SOUTHEAST OF AN 8-INCH WHITE FZ2891'PINE. MARK IS 1 FOOT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2587 *********************************************************************** FZ2587 DESIGNATION - LITTLE PHOENIX FZ2587 PID - FZ2587 FZ2587 STATE/COUNTY- NC/ASHE FZ2587 USGS QUAD - JEFFERSON (1998) FZ2587 FZ2587 *CURRENT SURVEY CONTROL FZ2587 ___________________________________________________________________ FZ2587* NAD 83(1986)- 36 26 33.72073(N) 081 26 53.68569(W) ADJUSTED FZ2587* NAVD 88 - 1180.2 (meters) 3872. (feet) VERTCON FZ2587 ___________________________________________________________________ FZ2587 LAPLACE CORR- -5.37 (seconds) DEFLEC99 FZ2587 GEOID HEIGHT- -31.22 (meters) GEOID03 FZ2587 FZ2587 HORZ ORDER - SECOND FZ2587 FZ2587.The North Carolina HARNS have been completed but, FZ2587.due to contractual restrictions, coordinates for these stations FZ2587.will NOT be published in the near future. In the interim, the FZ2587.published coordinates in North Carolina will not be FZ2587.consistent with the Continuously Operating Reference Stations FZ2587.(CORS). The HARN coordinates for these stations are available FZ2587.upon request. Contact Gary Thompson(919-733-3836). FZ2587. FZ2587.In addition, the published North Carolina positions FZ2587.(NAD 83 (1986)) are NOT consistent with those determined in FZ2587.adjacent state readjustments. The discontinuity between stations FZ2587.located in North Carolina and those in adjacent states FZ2587.which have been adjusted to the HARN may be as much as 5 FZ2587.decimeters. This will result in a significant loss of accuracy FZ2587.over lines crossing such state borders. FZ2587 FZ2587 FZ2587.The horizontal coordinates were established by classical geodetic methods FZ2587.and adjusted by the National Geodetic Survey in September 1993. FZ2587 FZ2587.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2587 FZ2587.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2587 FZ2587.The geoid height was determined by GEOID03. FZ2587 FZ2587; North East Units Scale Factor Converg. FZ2587;SPC NC - 301,431.840 390,101.436 MT 1.00008875 -1 24 47.0 FZ2587;SPC NC - 988,947.63 1,279,857.79 sFT 1.00008875 -1 24 47.0 FZ2587;UTM 17 - 4,033,145.542 459,827.530 MT 0.99961988 -0 15 58.6 FZ2587 FZ2587! - Elev Factor x Scale Factor = Combined Factor FZ2587!SPC NC - 0.99981970 x 1.00008875 = 0.99990844 FZ2587!UTM 17 - 0.99981970 x 0.99961988 = 0.99943965 FZ2587 FZ2587: Primary Azimuth Mark Grid Az FZ2587:SPC NC - MT JEFFERSON LOOKOUT TOWER 198 45 00.7 FZ2587:UTM 17 - MT JEFFERSON LOOKOUT TOWER 197 36 12.3 FZ2587 FZ2587|---------------------------------------------------------------------| FZ2587| PID Reference Object Distance Geod. Az | FZ2587| dddmmss.s | FZ2587| FZ2590 MT JEFFERSON LOOKOUT TOWER APPROX. 4.6 KM 1972013.7 | FZ2587|---------------------------------------------------------------------| FZ2587 FZ2587 SUPERSEDED SURVEY CONTROL FZ2587 FZ2587 NAD 83(1986)- 36 26 33.71930(N) 081 26 53.71326(W) AD( ) 2 FZ2587 NGVD 29 (10/27/97) 1180.3 (m) 3872. (f) VERT ANG FZ2587 FZ2587.Superseded values are not recommended for survey control. FZ2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2587.See file dsdata.txt to determine how the superseded data were derived. FZ2587 FZ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5982833146(NAD 83) FZ2587_MARKER: DE = TRAVERSE STATION DISK FZ2587_SETTING: 66 = SET IN ROCK OUTCROP FZ2587_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2587_STAMPING: LITTLE PHOENIX 1979 FZ2587_MARK LOGO: NCGS FZ2587_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2587+STABILITY: POSITION/ELEVATION WELL FZ2587 FZ2587 HISTORY - Date Condition Report By FZ2587 HISTORY - 1979 MONUMENTED NCGS FZ2587 HISTORY - 1979 GOOD NCGS FZ2587 HISTORY - 19850101 GOOD NCGS FZ2587 FZ2587 STATION DESCRIPTION FZ2587 FZ2587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2587'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF JEFFERSON FZ2587'AND 250 FEET SOUTHWEST OF SUMMIT OF LITTLE PHOENIX MOUNTAIN. FZ2587' FZ2587'TO REACH THE STATION FROM THE ASHE COUNTY COURTHOUSE IN JEFFERSON, FZ2587'PROCEED WEST ALONG US 221, NC 88 FOR 0.2 MILE TO THEIR JUNCTION AND SR FZ2587'1573 ON RIGHT, THENCE NORTH ALONG SR 1573 FOR 1.5 MILES TO PRIVATE FZ2587'DRIVE ON RIGHT, ADJACENT TO SERVICE STATION, THENCE NORTHEAST ALONG FZ2587'DRIVE FOR 0.05 MILE TO PASTURE ROAD ON LEFT, THENCE NORTHEASTERLY FZ2587'ALONG PASTURE AND WOODS ROAD FOR 1.1 MILE TO TOP OF LITTLE PHOENIX FZ2587'MOUNTAIN AND STATION DRILLED INTO NORTHEAST SIDE OF LARGE ROCK OUTCROP FZ2587'NEAR AIRPORT BEACON POLE. FZ2587' FZ2587'STATION MARK IS A STANDARD DISK STAMPED---LITTLE PHOENIX 1979---SET FZ2587'FLUSH IN A DRILLED HOLE. THE MARK IS 85.5 FEET NORTH-NORTHEAST OF FZ2587'STEEL BEACON LIGHT POLE, 17.6 FEET NORTHEAST OF POWER POLE WITH FZ2587'TRANSFORMER AND REFERENCE TAG, 128.8 FEET SOUTHWEST OF 18 INCH OAK FZ2587'WITH REFERENCE TAG, 33.6 FEET NORTHWEST OF GUY WIRE ANCHOR. FZ2587 FZ2587 STATION RECOVERY (1979) FZ2587 FZ2587'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2587'RECOVERED IN GOOD CONDITION. FZ2587 FZ2587 STATION RECOVERY (1985) FZ2587 FZ2587'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ2587'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2892 *********************************************************************** FZ2892 DESIGNATION - LONG FZ2892 PID - FZ2892 FZ2892 STATE/COUNTY- NC/ASHE FZ2892 USGS QUAD - JEFFERSON (1998) FZ2892 FZ2892 *CURRENT SURVEY CONTROL FZ2892 ___________________________________________________________________ FZ2892* NAD 83(1986)- 36 25 08.65651(N) 081 28 18.19999(W) ADJUSTED FZ2892* NAVD 88 - 886.9 (meters) 2910. (feet) VERTCON FZ2892 ___________________________________________________________________ FZ2892 LAPLACE CORR- -4.73 (seconds) DEFLEC99 FZ2892 GEOID HEIGHT- -31.19 (meters) GEOID03 FZ2892 FZ2892 HORZ ORDER - SECOND FZ2892 FZ2892.The North Carolina HARNS have been completed but, FZ2892.due to contractual restrictions, coordinates for these stations FZ2892.will NOT be published in the near future. In the interim, the FZ2892.published coordinates in North Carolina will not be FZ2892.consistent with the Continuously Operating Reference Stations FZ2892.(CORS). The HARN coordinates for these stations are available FZ2892.upon request. Contact Gary Thompson(919-733-3836). FZ2892. FZ2892.In addition, the published North Carolina positions FZ2892.(NAD 83 (1986)) are NOT consistent with those determined in FZ2892.adjacent state readjustments. The discontinuity between stations FZ2892.located in North Carolina and those in adjacent states FZ2892.which have been adjusted to the HARN may be as much as 5 FZ2892.decimeters. This will result in a significant loss of accuracy FZ2892.over lines crossing such state borders. FZ2892 FZ2892 FZ2892.The horizontal coordinates were established by classical geodetic methods FZ2892.and adjusted by the National Geodetic Survey in September 1993. FZ2892 FZ2892.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2892 FZ2892.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2892 FZ2892.The geoid height was determined by GEOID03. FZ2892 FZ2892; North East Units Scale Factor Converg. FZ2892;SPC NC - 298,862.555 387,931.804 MT 1.00008023 -1 25 35.8 FZ2892;SPC NC - 980,518.23 1,272,739.59 sFT 1.00008023 -1 25 35.8 FZ2892;UTM 17 - 4,030,534.564 457,710.730 MT 0.99962203 -0 16 48.2 FZ2892 FZ2892! - Elev Factor x Scale Factor = Combined Factor FZ2892!SPC NC - 0.99986572 x 1.00008023 = 0.99994594 FZ2892!UTM 17 - 0.99986572 x 0.99962203 = 0.99948780 FZ2892 FZ2892: Primary Azimuth Mark Grid Az FZ2892:SPC NC - JEFFERSON BLACK WT 255 59 54.4 FZ2892:UTM 17 - JEFFERSON BLACK WT 254 51 06.8 FZ2892 FZ2892|---------------------------------------------------------------------| FZ2892| PID Reference Object Distance Geod. Az | FZ2892| dddmmss.s | FZ2892| FZ2889 JEFFERSON BLACK WT APPROX. 0.8 KM 2543418.6 | FZ2892|---------------------------------------------------------------------| FZ2892 FZ2892 SUPERSEDED SURVEY CONTROL FZ2892 FZ2892 NGVD 29 (10/27/97) 887.0 (m) 2910. (f) VERT ANG FZ2892 FZ2892.Superseded values are not recommended for survey control. FZ2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2892.See file dsdata.txt to determine how the superseded data were derived. FZ2892 FZ2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5771130535(NAD 83) FZ2892_MARKER: DH = HORIZONTAL CONTROL DISK FZ2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2892_SP_SET: CONCRETE POST FZ2892_STAMPING: LONG 1984 FZ2892_MARK LOGO: NCGS FZ2892_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2892+STABILITY: SURFACE MOTION FZ2892 FZ2892 HISTORY - Date Condition Report By FZ2892 HISTORY - 1984 MONUMENTED NCGS FZ2892 FZ2892 STATION DESCRIPTION FZ2892 FZ2892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2892'STATION IS LOCATED IN JEFFERSON. FZ2892'ALONG LONG STREET ABOUT 180 METERS EAST FROM US 221 BUSINESS, OR ABOUT FZ2892'90 METERS NORTHWEST FROM THE JUNCTION OF LONG STREET WITH US 221 FZ2892'BYPASS, IN THE SHOULDER, AT THE END OF A GUARD RAIL, AND ON THE FZ2892'PROLONGATION OF THE EAST SIDE OF FLETCHER MEMORIAL BAPTIST CHURCH. FZ2892'MARK IS A STANDARD NCGS DISK STAMPED---LONG 1984---, SET INTO THE TOP FZ2892'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2892'LOCATED 8.5 M (27.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF LONG FZ2892'STREET, 0.7 M (2.3 FT) WEST-SOUTHWEST OF THE END OF THE GUARD RAIL, FZ2892'19.7 M (64.6 FT) NORTHWEST OF THE CENTER OF A MANHOLE COVER, AND 54.3 FZ2892'M (178.1 FT) WEST OF THE CENTER OF A BOX CULVERT. MARK IS 1 FOOT FZ2892'LOWER THAN STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2893 *********************************************************************** FZ2893 DESIGNATION - MARSH FZ2893 PID - FZ2893 FZ2893 STATE/COUNTY- NC/ASHE FZ2893 USGS QUAD - JEFFERSON (1998) FZ2893 FZ2893 *CURRENT SURVEY CONTROL FZ2893 ___________________________________________________________________ FZ2893* NAD 83(1986)- 36 25 18.74912(N) 081 26 28.69403(W) ADJUSTED FZ2893* NAVD 88 - 869.0 (meters) 2851. (feet) VERTCON FZ2893 ___________________________________________________________________ FZ2893 LAPLACE CORR- -5.65 (seconds) DEFLEC99 FZ2893 GEOID HEIGHT- -31.27 (meters) GEOID03 FZ2893 FZ2893 HORZ ORDER - SECOND FZ2893 FZ2893.The North Carolina HARNS have been completed but, FZ2893.due to contractual restrictions, coordinates for these stations FZ2893.will NOT be published in the near future. In the interim, the FZ2893.published coordinates in North Carolina will not be FZ2893.consistent with the Continuously Operating Reference Stations FZ2893.(CORS). The HARN coordinates for these stations are available FZ2893.upon request. Contact Gary Thompson(919-733-3836). FZ2893. FZ2893.In addition, the published North Carolina positions FZ2893.(NAD 83 (1986)) are NOT consistent with those determined in FZ2893.adjacent state readjustments. The discontinuity between stations FZ2893.located in North Carolina and those in adjacent states FZ2893.which have been adjusted to the HARN may be as much as 5 FZ2893.decimeters. This will result in a significant loss of accuracy FZ2893.over lines crossing such state borders. FZ2893 FZ2893 FZ2893.The horizontal coordinates were established by classical geodetic methods FZ2893.and adjusted by the National Geodetic Survey in September 1993. FZ2893 FZ2893.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2893 FZ2893.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2893 FZ2893.The geoid height was determined by GEOID03. FZ2893 FZ2893; North East Units Scale Factor Converg. FZ2893;SPC NC - 299,106.076 390,666.882 MT 1.00008123 -1 24 32.6 FZ2893;SPC NC - 981,317.18 1,281,712.93 sFT 1.00008123 -1 24 32.6 FZ2893;UTM 17 - 4,030,832.639 460,439.131 MT 0.99961928 -0 15 43.3 FZ2893 FZ2893! - Elev Factor x Scale Factor = Combined Factor FZ2893!SPC NC - 0.99986855 x 1.00008123 = 0.99994976 FZ2893!UTM 17 - 0.99986855 x 0.99961928 = 0.99948788 FZ2893 FZ2893 SUPERSEDED SURVEY CONTROL FZ2893 FZ2893 NGVD 29 (10/27/97) 869.1 (m) 2851. (f) VERT ANG FZ2893 FZ2893.Superseded values are not recommended for survey control. FZ2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2893.See file dsdata.txt to determine how the superseded data were derived. FZ2893 FZ2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6043930833(NAD 83) FZ2893_MARKER: DH = HORIZONTAL CONTROL DISK FZ2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2893_SP_SET: CONCRETE POST FZ2893_STAMPING: MARSH 1984 FZ2893_MARK LOGO: NCGS FZ2893_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2893+STABILITY: SURFACE MOTION FZ2893 FZ2893 HISTORY - Date Condition Report By FZ2893 HISTORY - 1984 MONUMENTED NCGS FZ2893 FZ2893 STATION DESCRIPTION FZ2893 FZ2893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2893'STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) EAST OF JEFFERSON. FZ2893'ALONG US 221 AND NC 16 FOR 0.5 KM (0.3 MI) NORTH FROM NC 88, (ABOUT FZ2893'1.5 MI (2.4 KM) EAST OF JEFFERSON), OR ABOUT 490 FEET SOUTH FROM SR FZ2893'1582 (AIRPORT ROAD). FZ2893'MARK IS A STANDARD NCGS DISK STAMPED---MARSH 1984---, SET INTO THE TOP FZ2893'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2893'LOCATED 12.3 M (40.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.3 M FZ2893'(14.1 FT) SOUTH OF THE CENTER OF A METAL CULVERT UNDER THE HIGHWAY, FZ2893'29.2 M (95.8 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BRICK FZ2893'BUILDING (ASHE HOME IMPROVEMENT), AND 9.9 M (32.5 FT) SOUTHWEST OF A FZ2893'36-INCH OAK WITH A REFERENCE TAG. MARK IS 1 FOOT LOWER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2986 *********************************************************************** FZ2986 DESIGNATION - MAXWELL AZ MK FZ2986 PID - FZ2986 FZ2986 STATE/COUNTY- NC/ASHE FZ2986 USGS QUAD - BALDWIN GAP (1959) FZ2986 FZ2986 *CURRENT SURVEY CONTROL FZ2986 ___________________________________________________________________ FZ2986* NAD 83(1986)- 36 24 36.32151(N) 081 41 18.09474(W) ADJUSTED FZ2986* NAVD 88 - 928.3 (meters) 3046. (feet) VERTCON FZ2986 ___________________________________________________________________ FZ2986 LAPLACE CORR- 0.20 (seconds) DEFLEC99 FZ2986 GEOID HEIGHT- -30.92 (meters) GEOID03 FZ2986 FZ2986 HORZ ORDER - SECOND FZ2986 FZ2986.The North Carolina HARNS have been completed but, FZ2986.due to contractual restrictions, coordinates for these stations FZ2986.will NOT be published in the near future. In the interim, the FZ2986.published coordinates in North Carolina will not be FZ2986.consistent with the Continuously Operating Reference Stations FZ2986.(CORS). The HARN coordinates for these stations are available FZ2986.upon request. Contact Gary Thompson(919-733-3836). FZ2986. FZ2986.In addition, the published North Carolina positions FZ2986.(NAD 83 (1986)) are NOT consistent with those determined in FZ2986.adjacent state readjustments. The discontinuity between stations FZ2986.located in North Carolina and those in adjacent states FZ2986.which have been adjusted to the HARN may be as much as 5 FZ2986.decimeters. This will result in a significant loss of accuracy FZ2986.over lines crossing such state borders. FZ2986 FZ2986 FZ2986.The horizontal coordinates were established by classical geodetic methods FZ2986.and adjusted by the National Geodetic Survey in September 1993. FZ2986 FZ2986.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2986 FZ2986.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2986 FZ2986.The geoid height was determined by GEOID03. FZ2986 FZ2986; North East Units Scale Factor Converg. FZ2986;SPC NC - 298,371.090 368,480.856 MT 1.00007704 -1 33 05.9 FZ2986;SPC NC - 978,905.82 1,208,924.28 sFT 1.00007704 -1 33 05.9 FZ2986;SPC TN - 238,936.263 986,605.188 MT 0.99999884 +2 31 27.1 FZ2986;SPC TN - 783,910.06 3,236,887.19 sFT 0.99999884 +2 31 27.1 FZ2986;UTM 17 - 4,029,654.977 438,282.132 MT 0.99964693 -0 24 30.9 FZ2986 FZ2986! - Elev Factor x Scale Factor = Combined Factor FZ2986!SPC NC - 0.99985918 x 1.00007704 = 0.99993621 FZ2986!SPC TN - 0.99985918 x 0.99999884 = 0.99985802 FZ2986!UTM 17 - 0.99985918 x 0.99964693 = 0.99950616 FZ2986 FZ2986 SUPERSEDED SURVEY CONTROL FZ2986 FZ2986 NGVD 29 (10/27/97) 928.3 (m) 3046. (f) VERT ANG FZ2986 FZ2986.Superseded values are not recommended for survey control. FZ2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2986.See file dsdata.txt to determine how the superseded data were derived. FZ2986 FZ2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3828229655(NAD 83) FZ2986_MARKER: DZ = AZIMUTH MARK DISK FZ2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2986_SP_SET: CONCRETE POST FZ2986_STAMPING: MAXWELL 1991 FZ2986_MARK LOGO: NCGS FZ2986_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2986+STABILITY: SURFACE MOTION FZ2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2986+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ2986 FZ2986 HISTORY - Date Condition Report By FZ2986 HISTORY - 1991 MONUMENTED NCGS FZ2986 FZ2986 STATION DESCRIPTION FZ2986 FZ2986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2986'STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) WEST OF JEFFERSON, 4.0 MI FZ2986'(6.4 KM) WEST-SOUTHWEST OF CRESTON, IN THE MAXWELL COMMUNITY. FZ2986'PROCEED ALONG NC 88 FOR 15.8 MI (25.4 KM) SOUTHWEST FROM NC 194 (IN FZ2986'WARRENSVILLE), THENCE NORTHWEST ALONG SR 1305 (BRUSH FORK ROAD) FOR FZ2986'0.25 MI (0.40 KM) TO STATION, AT A RAIL FENCE IN FRONT OF A HOUSE. FZ2986'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 16.1 FT FZ2986'(4.9 M) NORTH OF THE CENTERLINE OF ROAD, 91.0 FT (27.7 M) EAST OF THE FZ2986'CENTERLINE OF ASPHALT DRIVE, 72.0 FT (21.9 M) SOUTH-SOUTHEAST OF THE FZ2986'SOUTHEAST CORNER OF FRAME HOUSE, 17.5 FT (5.3 M) WEST OF RAIL FENCE FZ2986'CORNER POST, AND 2.5 FT (0.8 M) SOUTH OF FENCE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2588 *********************************************************************** FZ2588 DESIGNATION - MCCOY FZ2588 PID - FZ2588 FZ2588 STATE/COUNTY- NC/ASHE FZ2588 USGS QUAD - JEFFERSON (1998) FZ2588 FZ2588 *CURRENT SURVEY CONTROL FZ2588 ___________________________________________________________________ FZ2588* NAD 83(1986)- 36 29 27.81549(N) 081 24 27.29933(W) ADJUSTED FZ2588* NAVD 88 - 894.8 (meters) 2936. (feet) VERTCON FZ2588 ___________________________________________________________________ FZ2588 LAPLACE CORR- -3.95 (seconds) DEFLEC99 FZ2588 GEOID HEIGHT- -31.26 (meters) GEOID03 FZ2588 FZ2588 HORZ ORDER - SECOND FZ2588 FZ2588.The North Carolina HARNS have been completed but, FZ2588.due to contractual restrictions, coordinates for these stations FZ2588.will NOT be published in the near future. In the interim, the FZ2588.published coordinates in North Carolina will not be FZ2588.consistent with the Continuously Operating Reference Stations FZ2588.(CORS). The HARN coordinates for these stations are available FZ2588.upon request. Contact Gary Thompson(919-733-3836). FZ2588. FZ2588.In addition, the published North Carolina positions FZ2588.(NAD 83 (1986)) are NOT consistent with those determined in FZ2588.adjacent state readjustments. The discontinuity between stations FZ2588.located in North Carolina and those in adjacent states FZ2588.which have been adjusted to the HARN may be as much as 5 FZ2588.decimeters. This will result in a significant loss of accuracy FZ2588.over lines crossing such state borders. FZ2588 FZ2588 FZ2588.The horizontal coordinates were established by classical geodetic methods FZ2588.and adjusted by the National Geodetic Survey in February 1991. FZ2588 FZ2588.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2588 FZ2588.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2588 FZ2588.The geoid height was determined by GEOID03. FZ2588 FZ2588; North East Units Scale Factor Converg. FZ2588;SPC NC - 306,707.980 393,876.532 MT 1.00010671 -1 23 22.5 FZ2588;SPC NC - 1,006,257.76 1,292,243.26 sFT 1.00010671 -1 23 22.5 FZ2588;UTM 17 - 4,038,493.626 463,494.497 MT 0.99961642 -0 14 32.6 FZ2588 FZ2588! - Elev Factor x Scale Factor = Combined Factor FZ2588!SPC NC - 0.99986449 x 1.00010671 = 0.99997119 FZ2588!UTM 17 - 0.99986449 x 0.99961642 = 0.99948096 FZ2588 FZ2588 SUPERSEDED SURVEY CONTROL FZ2588 FZ2588 NGVD 29 (02/11/91) 894.9 (m) 2936. (f) VERT ANG FZ2588 FZ2588.Superseded values are not recommended for survey control. FZ2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2588.See file dsdata.txt to determine how the superseded data were derived. FZ2588 FZ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6349438494(NAD 83) FZ2588_MARKER: DE = TRAVERSE STATION DISK FZ2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2588_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2588+STABILITY: SURFACE MOTION FZ2588 FZ2588 HISTORY - Date Condition Report By FZ2588 HISTORY - 1979 MONUMENTED NCGS FZ2588 FZ2588 STATION DESCRIPTION FZ2588 FZ2588'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2588'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.2 MILES SOUTHWEST FZ2588'OF CRUMPLER AND 5.8 MILES NORTHEAST OF JEFFERSON. FZ2588' FZ2588'TO REACH THE STATION FROM THE JUNCTION US 221, NC 88, AND NC 16, 1.5 FZ2588'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 6.6. MILES TO FZ2588'MCCOY DRIVEWAY ON RIGHT AND STATION, 0.25 MILE NORTH OF NC 16 BRIDGE FZ2588'OVER SR 1573. FZ2588' FZ2588'STATION MARK IS A STANDARD DISK STAMPED---MCCOY 1979---SET IN TOP OF FZ2588'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2588'34.3 FEET EAST-NORTHEAST OF CENTERLINE ON NC 16, 47.3 FEET SOUTHEAST FZ2588'OF SOUTH END OF GUARD RAIL, 42.5 FEET EAST OF CENTERLINE INTERSECTION FZ2588'OF NC 16 AND MCCOY DRIVEWAY, 13.1 FEET WEST-SOUTHWEST OF FENCE POST FZ2588'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2987 *********************************************************************** FZ2987 DESIGNATION - MCD 279 RESET FZ2987 PID - FZ2987 FZ2987 STATE/COUNTY- NC/ASHE FZ2987 USGS QUAD - WARRENSVILLE (1966) FZ2987 FZ2987 *CURRENT SURVEY CONTROL FZ2987 ___________________________________________________________________ FZ2987* NAD 83(1986)- 36 25 15.40099(N) 081 37 18.05306(W) ADJUSTED FZ2987* NAVD 88 - 877.74 (+/-2cm) 2879.7 (feet) VERTCON FZ2987 ___________________________________________________________________ FZ2987 LAPLACE CORR- -0.26 (seconds) DEFLEC99 FZ2987 GEOID HEIGHT- -30.92 (meters) GEOID03 FZ2987 FZ2987 HORZ ORDER - SECOND FZ2987 VERT ORDER - THIRD (See Below) FZ2987 FZ2987.The North Carolina HARNS have been completed but, FZ2987.due to contractual restrictions, coordinates for these stations FZ2987.will NOT be published in the near future. In the interim, the FZ2987.published coordinates in North Carolina will not be FZ2987.consistent with the Continuously Operating Reference Stations FZ2987.(CORS). The HARN coordinates for these stations are available FZ2987.upon request. Contact Gary Thompson(919-733-3836). FZ2987. FZ2987.In addition, the published North Carolina positions FZ2987.(NAD 83 (1986)) are NOT consistent with those determined in FZ2987.adjacent state readjustments. The discontinuity between stations FZ2987.located in North Carolina and those in adjacent states FZ2987.which have been adjusted to the HARN may be as much as 5 FZ2987.decimeters. This will result in a significant loss of accuracy FZ2987.over lines crossing such state borders. FZ2987 FZ2987 FZ2987.The horizontal coordinates were established by classical geodetic methods FZ2987.and adjusted by the National Geodetic Survey in September 1993. FZ2987 FZ2987.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2987.The vertical order pertains to the NGVD 29 superseded value. FZ2987 FZ2987.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2987 FZ2987.The geoid height was determined by GEOID03. FZ2987 FZ2987; North East Units Scale Factor Converg. FZ2987;SPC NC - 299,415.406 374,491.666 MT 1.00008090 -1 30 47.4 FZ2987;SPC NC - 982,332.04 1,228,644.74 sFT 1.00008090 -1 30 47.4 FZ2987;UTM 17 - 4,030,818.536 444,268.289 MT 0.99963827 -0 22 08.8 FZ2987 FZ2987! - Elev Factor x Scale Factor = Combined Factor FZ2987!SPC NC - 0.99986712 x 1.00008090 = 0.99994801 FZ2987!UTM 17 - 0.99986712 x 0.99963827 = 0.99950543 FZ2987 FZ2987 SUPERSEDED SURVEY CONTROL FZ2987 FZ2987 NGVD 29 (09/17/93) 877.79 (m) 2879.9 (f) LEVELING 3 FZ2987 FZ2987.Superseded values are not recommended for survey control. FZ2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2987.See file dsdata.txt to determine how the superseded data were derived. FZ2987 FZ2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4426830819(NAD 83) FZ2987_MARKER: DB = BENCH MARK DISK FZ2987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FZ2987_SP_SET: BRIDGE WINGWALL FZ2987_STAMPING: MCD 279 1955 FZ2987_MARK LOGO: TVA FZ2987_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2987+STABILITY: SURFACE MOTION FZ2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2987+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1991 FZ2987 FZ2987 HISTORY - Date Condition Report By FZ2987 HISTORY - 1963 MONUMENTED TVA FZ2987 HISTORY - 19910901 GOOD NCGS FZ2987 FZ2987 STATION DESCRIPTION FZ2987 FZ2987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2987'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF JEFFERSON, 6.4 MI FZ2987'(10.3 KM) WEST-SOUTHWEST OF WARRENSVILLE, IN CRESTON. FZ2987'PROCEED ALONG SR 1100 FOR 0.85 MI (1.37 KM) SOUTH FROM NC 88 TO SR FZ2987'1264, OR 0.5 MI (0.8 KM) SOUTH OF THE POST OFFICE, ON EAST SIDE OF FZ2987'THE T-INTERSECTION, IN NORTHWEST WINGWALL OF BRIDGE OVER THREE TOP FZ2987'CREEK. FZ2987'MARK IS ABOUT 1 FOOT LOWER THAN ROAD. LOCATED 66.0 FT (20.1 M) EAST OF FZ2987'THE CENTERLINE OF THE T-INTERSECTION. FZ2987'MARK IS DESCRIBED IN USGS MEATCAMP QUADRANGLE CONTROL INDEX AS HAVING FZ2987'BEEN RESET IN 1963 WHEN MARK WAS RELEVELED, HOWEVER THERE IS NO FZ2987'EVIDENCE ON DISK THAT IT WAS STAMPED RESET 1963. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2894 *********************************************************************** FZ2894 DESIGNATION - MCNEIL FZ2894 PID - FZ2894 FZ2894 STATE/COUNTY- NC/ASHE FZ2894 USGS QUAD - WARRENSVILLE (1966) FZ2894 FZ2894 *CURRENT SURVEY CONTROL FZ2894 ___________________________________________________________________ FZ2894* NAD 83(1986)- 36 23 27.50817(N) 081 30 00.70371(W) ADJUSTED FZ2894* NAVD 88 - 995.1 (meters) 3265. (feet) VERTCON FZ2894 ___________________________________________________________________ FZ2894 LAPLACE CORR- -5.27 (seconds) DEFLEC99 FZ2894 GEOID HEIGHT- -31.16 (meters) GEOID03 FZ2894 FZ2894 HORZ ORDER - SECOND FZ2894 FZ2894.The North Carolina HARNS have been completed but, FZ2894.due to contractual restrictions, coordinates for these stations FZ2894.will NOT be published in the near future. In the interim, the FZ2894.published coordinates in North Carolina will not be FZ2894.consistent with the Continuously Operating Reference Stations FZ2894.(CORS). The HARN coordinates for these stations are available FZ2894.upon request. Contact Gary Thompson(919-733-3836). FZ2894. FZ2894.In addition, the published North Carolina positions FZ2894.(NAD 83 (1986)) are NOT consistent with those determined in FZ2894.adjacent state readjustments. The discontinuity between stations FZ2894.located in North Carolina and those in adjacent states FZ2894.which have been adjusted to the HARN may be as much as 5 FZ2894.decimeters. This will result in a significant loss of accuracy FZ2894.over lines crossing such state borders. FZ2894 FZ2894 FZ2894.The horizontal coordinates were established by classical geodetic methods FZ2894.and adjusted by the National Geodetic Survey in September 1993. FZ2894 FZ2894.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2894 FZ2894.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2894 FZ2894.The geoid height was determined by GEOID03. FZ2894 FZ2894; North East Units Scale Factor Converg. FZ2894;SPC NC - 295,809.456 385,300.275 MT 1.00007033 -1 26 34.9 FZ2894;SPC NC - 970,501.52 1,264,105.99 sFT 1.00007033 -1 26 34.9 FZ2894;UTM 17 - 4,027,430.830 455,141.973 MT 0.99962479 -0 17 48.4 FZ2894 FZ2894! - Elev Factor x Scale Factor = Combined Factor FZ2894!SPC NC - 0.99984874 x 1.00007033 = 0.99991906 FZ2894!UTM 17 - 0.99984874 x 0.99962479 = 0.99947359 FZ2894 FZ2894: Primary Azimuth Mark Grid Az FZ2894:SPC NC - FRIENDLY GROVE BAPT SPIRE 252 52 23.5 FZ2894:UTM 17 - FRIENDLY GROVE BAPT SPIRE 251 43 37.0 FZ2894 FZ2894|---------------------------------------------------------------------| FZ2894| PID Reference Object Distance Geod. Az | FZ2894| dddmmss.s | FZ2894| CS8433 FRIENDLY GROVE BAPT SPIRE 2512548.6 | FZ2894|---------------------------------------------------------------------| FZ2894 FZ2894 SUPERSEDED SURVEY CONTROL FZ2894 FZ2894 NGVD 29 (10/27/97) 995.2 (m) 3265. (f) VERT ANG FZ2894 FZ2894.Superseded values are not recommended for survey control. FZ2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2894.See file dsdata.txt to determine how the superseded data were derived. FZ2894 FZ2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5514227431(NAD 83) FZ2894_MARKER: DH = HORIZONTAL CONTROL DISK FZ2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2894_SP_SET: CONCRETE POST FZ2894_STAMPING: MCNEIL 1984 FZ2894_MARK LOGO: NCGS FZ2894_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2894+STABILITY: SURFACE MOTION FZ2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2894+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2001 FZ2894 FZ2894 HISTORY - Date Condition Report By FZ2894 HISTORY - 1984 MONUMENTED NCGS FZ2894 HISTORY - 20010702 GOOD MAC FZ2894 FZ2894 STATION DESCRIPTION FZ2894 FZ2894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2894'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH-SOUTHWEST OF WEST FZ2894'JEFFERSON. FZ2894'PROCEED ALONG SR 1248 (OLD US 221 AND NC 194) FOR 1.1 KM (0.7 MI) WEST FZ2894'FROM US 221 BUSINESS, TO SR 1133, THENCE NORTH ALONG SR 1133 FOR 1.4 FZ2894'KM (0.9 MI) TO SR 1134, AND A STEEP GRAVEL DRIVE JUST NORTHEAST OF FZ2894'THE T-INTERSECTION. CONTINUE NORTH UP THE DRIVE FOR 0.25 KM FZ2894'(0.16 MI) TO A BRICK RESIDENCE AT THE END OF THE DRIVE, AND THE FZ2894'STATION, AT A FENCE LINE, NEAR A POWER POLE. FZ2894'MARK IS A STANDARD NCGS DISK STAMPED---MCNEIL 1984---, SET INTO THE FZ2894'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2894'LOCATED 0.8 M (2.6 FT) SOUTH OF A FENCE LINE, 3.2 M (10.5 FT) EAST OF FZ2894'A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG, 33.1 M FZ2894'(108.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK FZ2894'RESIDENCE (CARPORT), AND 2.4 M (7.9 FT) WEST-SOUTHWEST OF A CLUMP OF FZ2894'BUSHES IN THE FENCE LINE. MARK IS LEVEL WITH GROUND. FZ2894 FZ2894 STATION RECOVERY (2001) FZ2894 FZ2894'RECOVERY NOTE BY MATTERN AND CRAIG 2001 (JAN) FZ2894'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2895 *********************************************************************** FZ2895 DESIGNATION - MCVICKER FZ2895 PID - FZ2895 FZ2895 STATE/COUNTY- NC/ASHE FZ2895 USGS QUAD - WARRENSVILLE (1966) FZ2895 FZ2895 *CURRENT SURVEY CONTROL FZ2895 ___________________________________________________________________ FZ2895* NAD 83(1986)- 36 22 39.42489(N) 081 30 27.42432(W) ADJUSTED FZ2895* NAVD 88 - 946.6 (meters) 3106. (feet) VERTCON FZ2895 ___________________________________________________________________ FZ2895 LAPLACE CORR- -5.70 (seconds) DEFLEC99 FZ2895 GEOID HEIGHT- -31.17 (meters) GEOID03 FZ2895 FZ2895 HORZ ORDER - SECOND FZ2895 FZ2895.The North Carolina HARNS have been completed but, FZ2895.due to contractual restrictions, coordinates for these stations FZ2895.will NOT be published in the near future. In the interim, the FZ2895.published coordinates in North Carolina will not be FZ2895.consistent with the Continuously Operating Reference Stations FZ2895.(CORS). The HARN coordinates for these stations are available FZ2895.upon request. Contact Gary Thompson(919-733-3836). FZ2895. FZ2895.In addition, the published North Carolina positions FZ2895.(NAD 83 (1986)) are NOT consistent with those determined in FZ2895.adjacent state readjustments. The discontinuity between stations FZ2895.located in North Carolina and those in adjacent states FZ2895.which have been adjusted to the HARN may be as much as 5 FZ2895.decimeters. This will result in a significant loss of accuracy FZ2895.over lines crossing such state borders. FZ2895 FZ2895 FZ2895.The horizontal coordinates were established by classical geodetic methods FZ2895.and adjusted by the National Geodetic Survey in September 1993. FZ2895 FZ2895.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2895 FZ2895.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2895 FZ2895.The geoid height was determined by GEOID03. FZ2895 FZ2895; North East Units Scale Factor Converg. FZ2895;SPC NC - 294,344.509 384,597.092 MT 1.00006571 -1 26 50.4 FZ2895;SPC NC - 965,695.28 1,261,798.96 sFT 1.00006571 -1 26 50.4 FZ2895;UTM 17 - 4,025,952.763 454,468.534 MT 0.99962554 -0 18 03.9 FZ2895 FZ2895! - Elev Factor x Scale Factor = Combined Factor FZ2895!SPC NC - 0.99985635 x 1.00006571 = 0.99992205 FZ2895!UTM 17 - 0.99985635 x 0.99962554 = 0.99948194 FZ2895 FZ2895 SUPERSEDED SURVEY CONTROL FZ2895 FZ2895 NGVD 29 (10/27/97) 946.7 (m) 3106. (f) VERT ANG FZ2895 FZ2895.Superseded values are not recommended for survey control. FZ2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2895.See file dsdata.txt to determine how the superseded data were derived. FZ2895 FZ2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5446925953(NAD 83) FZ2895_MARKER: DH = HORIZONTAL CONTROL DISK FZ2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2895_SP_SET: CONCRETE POST FZ2895_STAMPING: MCVICKER 1984 FZ2895_MARK LOGO: NCGS FZ2895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FZ2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2895+STABILITY: SURFACE MOTION FZ2895 FZ2895 HISTORY - Date Condition Report By FZ2895 HISTORY - 1984 MONUMENTED NCGS FZ2895 FZ2895 STATION DESCRIPTION FZ2895 FZ2895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2895'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST OF WEST FZ2895'JEFFERSON. FZ2895'PROCEED ALONG SR 1248 (OLD US 221 AND NC 194) FOR 2.3 KM (1.4 MI) WEST FZ2895'FROM US 221 BUSINESS (AT THE SHOPPING CENTER), TO RAYFIELD ACRES FZ2895'ENTRANCE ROAD, THENCE TURN RIGHT AND PROCEED NORTH FOR 0.15 KM FZ2895'(0.09 MI) TO THE TOP OF THE HILL AT A NINETY-DEGREE BEND IN THE ROAD, FZ2895'IN THE YARD OF THE MCVICKER RESIDENCE. FZ2895'STATION IS A STANDARD NCGS DISK STAMPED---MCVICKER 1984---, SET INTO FZ2895'THE TOP OF A SQUARE CONCRETE POST 15 CM ON A SIDE. LOCATED 7.6 M FZ2895'(24.9 FT) EAST OF THE CENTERLINE INTERSECTION OF THE ROAD AND FZ2895'DRIVEWAY, 1.2 M (3.9 FT) NORTHWEST OF A POWER POLE WITH A LAMP AND A FZ2895'REFERENCE TAG, 12.6 M (41.3 FT) WEST OF THE NORTHWEST CORNER OF THE FZ2895'BRICK RESIDENCE, 6.9 M (22.6 FT) SOUTH OF THE END FENCE POST. MARK IS FZ2895'1 FOOT BELOW T-INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2896 *********************************************************************** FZ2896 DESIGNATION - MIDJEFF FZ2896 PID - FZ2896 FZ2896 STATE/COUNTY- NC/ASHE FZ2896 USGS QUAD - JEFFERSON (1998) FZ2896 FZ2896 *CURRENT SURVEY CONTROL FZ2896 ___________________________________________________________________ FZ2896* NAD 83(1986)- 36 24 46.42090(N) 081 28 38.23799(W) ADJUSTED FZ2896* NAVD 88 - 940.9 (meters) 3087. (feet) VERTCON FZ2896 ___________________________________________________________________ FZ2896 LAPLACE CORR- -4.74 (seconds) DEFLEC99 FZ2896 GEOID HEIGHT- -31.19 (meters) GEOID03 FZ2896 FZ2896 HORZ ORDER - SECOND FZ2896 FZ2896.The North Carolina HARNS have been completed but, FZ2896.due to contractual restrictions, coordinates for these stations FZ2896.will NOT be published in the near future. In the interim, the FZ2896.published coordinates in North Carolina will not be FZ2896.consistent with the Continuously Operating Reference Stations FZ2896.(CORS). The HARN coordinates for these stations are available FZ2896.upon request. Contact Gary Thompson(919-733-3836). FZ2896. FZ2896.In addition, the published North Carolina positions FZ2896.(NAD 83 (1986)) are NOT consistent with those determined in FZ2896.adjacent state readjustments. The discontinuity between stations FZ2896.located in North Carolina and those in adjacent states FZ2896.which have been adjusted to the HARN may be as much as 5 FZ2896.decimeters. This will result in a significant loss of accuracy FZ2896.over lines crossing such state borders. FZ2896 FZ2896 FZ2896.The horizontal coordinates were established by classical geodetic methods FZ2896.and adjusted by the National Geodetic Survey in September 1993. FZ2896 FZ2896.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2896 FZ2896.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2896 FZ2896.The geoid height was determined by GEOID03. FZ2896 FZ2896; North East Units Scale Factor Converg. FZ2896;SPC NC - 298,189.765 387,415.623 MT 1.00007803 -1 25 47.3 FZ2896;SPC NC - 978,310.92 1,271,046.09 sFT 1.00007803 -1 25 47.3 FZ2896;UTM 17 - 4,029,851.893 457,208.344 MT 0.99962256 -0 16 60.0 FZ2896 FZ2896! - Elev Factor x Scale Factor = Combined Factor FZ2896!SPC NC - 0.99985724 x 1.00007803 = 0.99993526 FZ2896!UTM 17 - 0.99985724 x 0.99962256 = 0.99947986 FZ2896 FZ2896 SUPERSEDED SURVEY CONTROL FZ2896 FZ2896 NGVD 29 (10/27/97) 941.0 (m) 3087. (f) VERT ANG FZ2896 FZ2896.Superseded values are not recommended for survey control. FZ2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2896.See file dsdata.txt to determine how the superseded data were derived. FZ2896 FZ2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5720829852(NAD 83) FZ2896_MARKER: DH = HORIZONTAL CONTROL DISK FZ2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2896_SP_SET: CONCRETE POST FZ2896_STAMPING: MIDJEFF 1984 FZ2896_MARK LOGO: NCGS FZ2896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2896+STABILITY: SURFACE MOTION FZ2896 FZ2896 HISTORY - Date Condition Report By FZ2896 HISTORY - 1984 MONUMENTED NCGS FZ2896 FZ2896 STATION DESCRIPTION FZ2896 FZ2896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2896'STATION IS LOCATED IN JEFFERSON. FZ2896'ALONG US 221 BYPASS (ROBERT BARR EXPRESSWAY) FOR 1.9 KM (1.2 MI) SOUTH FZ2896'FROM US 221 BUSINESS (AT THE EAST SIDE OF JEFFERSON), OR 0.1 KM FZ2896'(0.1 MI) NORTH FROM SR 1149 (MT. JEFFERSON ROAD), ON TOP OF A HIGH FZ2896'BANK, IN FRONT OF A LONE POPLAR TREE. FZ2896'STATION IS A STANDARD NCGS DISK STAMPED---MIDJEFF 1984---, SET INTO FZ2896'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 4 FZ2896'INCHES ABOVE GROUND. LOCATED 33.1 M (108.6 FT) NORTHWEST OF THE FZ2896'CENTERLINE OF THE HIGHWAY, 50 M (164.0 FT) SOUTHWEST OF THE NORTH END FZ2896'OF A CONCRETE DRAIN, 1.8 M (5.9 FT) EAST-SOUTHEAST OF A 24-INCH FZ2896'POPLAR WITH A REFERENCE TAG, AND 7.5 M (24.6 FT) SOUTHEAST OF A FZ2896'4-INCH ALUMINUM HIGHWAY RIGHT-OF-WAY MARK AT A T-FENCE CORNER. MARK FZ2896'IS 10 FEET HIGHER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2589 *********************************************************************** FZ2589 DESIGNATION - MILL FZ2589 PID - FZ2589 FZ2589 STATE/COUNTY- NC/ASHE FZ2589 USGS QUAD - JEFFERSON (1998) FZ2589 FZ2589 *CURRENT SURVEY CONTROL FZ2589 ___________________________________________________________________ FZ2589* NAD 83(1986)- 36 28 51.01974(N) 081 24 14.04128(W) ADJUSTED FZ2589* NAVD 88 - 894.0 (meters) 2933. (feet) VERTCON FZ2589 ___________________________________________________________________ FZ2589 LAPLACE CORR- -4.06 (seconds) DEFLEC99 FZ2589 GEOID HEIGHT- -31.28 (meters) GEOID03 FZ2589 FZ2589 HORZ ORDER - SECOND FZ2589 FZ2589.The North Carolina HARNS have been completed but, FZ2589.due to contractual restrictions, coordinates for these stations FZ2589.will NOT be published in the near future. In the interim, the FZ2589.published coordinates in North Carolina will not be FZ2589.consistent with the Continuously Operating Reference Stations FZ2589.(CORS). The HARN coordinates for these stations are available FZ2589.upon request. Contact Gary Thompson(919-733-3836). FZ2589. FZ2589.In addition, the published North Carolina positions FZ2589.(NAD 83 (1986)) are NOT consistent with those determined in FZ2589.adjacent state readjustments. The discontinuity between stations FZ2589.located in North Carolina and those in adjacent states FZ2589.which have been adjusted to the HARN may be as much as 5 FZ2589.decimeters. This will result in a significant loss of accuracy FZ2589.over lines crossing such state borders. FZ2589 FZ2589 FZ2589.The horizontal coordinates were established by classical geodetic methods FZ2589.and adjusted by the National Geodetic Survey in February 1991. FZ2589 FZ2589.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2589 FZ2589.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2589 FZ2589.The geoid height was determined by GEOID03. FZ2589 FZ2589; North East Units Scale Factor Converg. FZ2589;SPC NC - 305,565.988 394,178.988 MT 1.00010285 -1 23 14.9 FZ2589;SPC NC - 1,002,511.08 1,293,235.56 sFT 1.00010285 -1 23 14.9 FZ2589;UTM 17 - 4,037,358.474 463,819.598 MT 0.99961613 -0 14 24.5 FZ2589 FZ2589! - Elev Factor x Scale Factor = Combined Factor FZ2589!SPC NC - 0.99986462 x 1.00010285 = 0.99996745 FZ2589!UTM 17 - 0.99986462 x 0.99961613 = 0.99948080 FZ2589 FZ2589 SUPERSEDED SURVEY CONTROL FZ2589 FZ2589 NGVD 29 (02/11/91) 894.1 (m) 2933. (f) VERT ANG FZ2589 FZ2589.Superseded values are not recommended for survey control. FZ2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2589.See file dsdata.txt to determine how the superseded data were derived. FZ2589 FZ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6382037358(NAD 83) FZ2589_MARKER: DE = TRAVERSE STATION DISK FZ2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2589_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2589+STABILITY: SURFACE MOTION FZ2589 FZ2589 HISTORY - Date Condition Report By FZ2589 HISTORY - 1979 MONUMENTED NCGS FZ2589 FZ2589 STATION DESCRIPTION FZ2589 FZ2589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2589'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.6 MILES FZ2589'SOUTH-SOUTHWEST OF CRUMPLER. FZ2589' FZ2589'TO REACH THE STATION FROM THE JUNCTION OF US 221 , NC 88, NC 16, 1.5 FZ2589'MILES NORTH OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 5.9 MILES TO FZ2589'STATION ON LEFT AND 0.5 MILES SOUTH OF THE NC 16 BRIDGE OVER SR 1573. FZ2589' FZ2589'STATION MARK IS A STANDARD DISK STAMPED---MILL 1979---SET IN TOP OF A FZ2589'10 INCH CONCRETE CYLINDER, PROJECTING 1 INCH ABOVE GROUND SURFACE. FZ2589'THE MARK IS 36.8 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 16, 25.8 FEET FZ2589'SOUTHEAST OF TELEPHONE POLE WITH REFERENCE TA, 70.2 FEET NORTH OF FZ2589'POWER POLE WITH REFERENCE TAG, AND 34.8 FEET EAST-NORTHEAST OF 20 INCH FZ2589'PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2897 *********************************************************************** FZ2897 DESIGNATION - MILLER FZ2897 PID - FZ2897 FZ2897 STATE/COUNTY- NC/ASHE FZ2897 USGS QUAD - JEFFERSON (1998) FZ2897 FZ2897 *CURRENT SURVEY CONTROL FZ2897 ___________________________________________________________________ FZ2897* NAD 83(1986)- 36 26 59.11754(N) 081 25 07.13192(W) ADJUSTED FZ2897* NAVD 88 - 896.0 (meters) 2940. (feet) VERTCON FZ2897 ___________________________________________________________________ FZ2897 LAPLACE CORR- -4.95 (seconds) DEFLEC99 FZ2897 GEOID HEIGHT- -31.29 (meters) GEOID03 FZ2897 FZ2897 HORZ ORDER - SECOND FZ2897 FZ2897.The North Carolina HARNS have been completed but, FZ2897.due to contractual restrictions, coordinates for these stations FZ2897.will NOT be published in the near future. In the interim, the FZ2897.published coordinates in North Carolina will not be FZ2897.consistent with the Continuously Operating Reference Stations FZ2897.(CORS). The HARN coordinates for these stations are available FZ2897.upon request. Contact Gary Thompson(919-733-3836). FZ2897. FZ2897.In addition, the published North Carolina positions FZ2897.(NAD 83 (1986)) are NOT consistent with those determined in FZ2897.adjacent state readjustments. The discontinuity between stations FZ2897.located in North Carolina and those in adjacent states FZ2897.which have been adjusted to the HARN may be as much as 5 FZ2897.decimeters. This will result in a significant loss of accuracy FZ2897.over lines crossing such state borders. FZ2897 FZ2897 FZ2897.The horizontal coordinates were established by classical geodetic methods FZ2897.and adjusted by the National Geodetic Survey in September 1993. FZ2897 FZ2897.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2897 FZ2897.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2897 FZ2897.The geoid height was determined by GEOID03. FZ2897 FZ2897; North East Units Scale Factor Converg. FZ2897;SPC NC - 302,149.466 392,773.641 MT 1.00009132 -1 23 45.5 FZ2897;SPC NC - 991,302.04 1,288,624.85 sFT 1.00009132 -1 23 45.5 FZ2897;UTM 17 - 4,033,916.152 462,483.582 MT 0.99961734 -0 14 55.4 FZ2897 FZ2897! - Elev Factor x Scale Factor = Combined Factor FZ2897!SPC NC - 0.99986431 x 1.00009132 = 0.99995562 FZ2897!UTM 17 - 0.99986431 x 0.99961734 = 0.99948170 FZ2897 FZ2897 SUPERSEDED SURVEY CONTROL FZ2897 FZ2897 NGVD 29 (10/27/97) 896.1 (m) 2940. (f) VERT ANG FZ2897 FZ2897.Superseded values are not recommended for survey control. FZ2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2897.See file dsdata.txt to determine how the superseded data were derived. FZ2897 FZ2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6248433916(NAD 83) FZ2897_MARKER: DH = HORIZONTAL CONTROL DISK FZ2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2897_SP_SET: CONCRETE POST FZ2897_STAMPING: MILLER 1984 FZ2897_MARK LOGO: NCGS FZ2897_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2897+STABILITY: SURFACE MOTION FZ2897 FZ2897 HISTORY - Date Condition Report By FZ2897 HISTORY - 1984 MONUMENTED NCGS FZ2897 FZ2897 STATION DESCRIPTION FZ2897 FZ2897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2897'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST-NORTHEAST OF JEFFERSON. FZ2897'ALONG NC 16 FOR 2.6 KM (1.6 MI) NORTH FROM US 221, IN THE SHOULDER, FZ2897'(OR ABOUT 900 FEET WEST FROM SR 1576), AT THE BASE OF A HIGH BANK IN FZ2897'FRONT OF THE MILLER RESIDENCE. FZ2897'MARK IS A STANDARD NCGS DISK STAMPED---MILLER 1984---, SET INTO THE FZ2897'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 6 INCHES FZ2897'BELOW GROUND. LOCATED 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE FZ2897'HIGHWAY, 90 M (295.3 FT) WEST OF A TELEPHONE PEDESTAL ON THE EAST FZ2897'SIDE OF A DRIVE, 17.4 M (57.1 FT) NORTH-NORTHEAST OF AND ACROSS THE FZ2897'HIGHWAY FROM A TELEPHONE POLE WITH A REFERENCE TAG, AND 2.3 M FZ2897'(7.5 FT) SOUTH OF A WITNESS POST. MARK IS 2 FEET BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2590 *********************************************************************** FZ2590 DESIGNATION - MT JEFFERSON LOOKOUT TOWER FZ2590 PID - FZ2590 FZ2590 STATE/COUNTY- NC/ASHE FZ2590 USGS QUAD - JEFFERSON (1998) FZ2590 FZ2590 *CURRENT SURVEY CONTROL FZ2590 ___________________________________________________________________ FZ2590* NAD 83(1986)- 36 24 11.71942(N) 081 27 48.52233(W) ADJUSTED FZ2590* NAVD 88 - FZ2590 ___________________________________________________________________ FZ2590 LAPLACE CORR- -4.82 (seconds) DEFLEC99 FZ2590 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2590 FZ2590 HORZ ORDER - THIRD FZ2590 FZ2590.The North Carolina HARNS have been completed but, FZ2590.due to contractual restrictions, coordinates for these stations FZ2590.will NOT be published in the near future. In the interim, the FZ2590.published coordinates in North Carolina will not be FZ2590.consistent with the Continuously Operating Reference Stations FZ2590.(CORS). The HARN coordinates for these stations are available FZ2590.upon request. Contact Gary Thompson(919-733-3836). FZ2590. FZ2590.In addition, the published North Carolina positions FZ2590.(NAD 83 (1986)) are NOT consistent with those determined in FZ2590.adjacent state readjustments. The discontinuity between stations FZ2590.located in North Carolina and those in adjacent states FZ2590.which have been adjusted to the HARN may be as much as 5 FZ2590.decimeters. This will result in a significant loss of accuracy FZ2590.over lines crossing such state borders. FZ2590 FZ2590 FZ2590.The horizontal coordinates were established by classical geodetic methods FZ2590.and adjusted by the National Geodetic Survey in September 1993. FZ2590 FZ2590 FZ2590.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2590 FZ2590.The geoid height was determined by GEOID03. FZ2590 FZ2590; North East Units Scale Factor Converg. FZ2590;SPC NC - 297,089.550 388,627.421 MT 1.00007463 -1 25 18.6 FZ2590;SPC NC - 974,701.30 1,275,021.80 sFT 1.00007463 -1 25 18.6 FZ2590;UTM 17 - 4,028,776.636 458,441.356 MT 0.99962128 -0 16 30.2 FZ2590 FZ2590 SUPERSEDED SURVEY CONTROL FZ2590 FZ2590 NAD 83(1986)- 36 24 11.71993(N) 081 27 48.55658(W) AD( ) 4 FZ2590 FZ2590.Superseded values are not recommended for survey control. FZ2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2590.See file dsdata.txt to determine how the superseded data were derived. FZ2590 FZ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5844128777(NAD 83) FZ2590_MARKER: 57 = LOOKOUT TOWER FZ2590_MARK LOGO: NCGS FZ2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2590+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991 FZ2590 FZ2590 HISTORY - Date Condition Report By FZ2590 HISTORY - 1978 FIRST OBSERVED NCGS FZ2590 HISTORY - 1978 GOOD NCGS FZ2590 HISTORY - 19840101 GOOD NCGS FZ2590 HISTORY - 1986 GOOD USPSQD FZ2590 HISTORY - 1987 GOOD USPSQD FZ2590 HISTORY - 19910627 GOOD NCGS FZ2590 HISTORY - 19940213 GOOD NCGS FZ2590 FZ2590 STATION DESCRIPTION FZ2590 FZ2590'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL) FZ2590'THE STATION IS LOCATED ON MOUNT JEFFERSON APPROXIMATELY 1.3 MILES FZ2590'SOUTH OF JEFFERSON AND 1.6 MILES EAST OF WEST JEFFERSON ON THE SUMMIT FZ2590'OF MOUNTAIN IN THE MOUNT JEFFERSON STATE PARK. FZ2590' FZ2590'THE STATION IS THE CENTER OF ROOF OF THE FOREST SERVICE LOOKOUT TOWER, FZ2590'A FOUR LEG, GRAY, STEEL STRUCTURE APPROXIMATELY 60 FEET IN HEIGHT. FZ2590 FZ2590 STATION RECOVERY (1978) FZ2590 FZ2590'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 FZ2590'RECOVERED IN GOOD CONDITION. FZ2590 FZ2590 STATION RECOVERY (1984) FZ2590 FZ2590'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2590'TOWER WAS FOUND IN GOOD CONDITION AS DESCRIBED. ADDITIONAL FZ2590'OBSERVATIONS WERE MADE AT THIS TIME. FZ2590 FZ2590 STATION RECOVERY (1986) FZ2590 FZ2590'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB) FZ2590'RECOVERED IN GOOD CONDITION. FZ2590 FZ2590 STATION RECOVERY (1987) FZ2590 FZ2590'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB) FZ2590'RECOVERED IN GOOD CONDITION. FZ2590 FZ2590 STATION RECOVERY (1991) FZ2590 FZ2590'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2590'RECOVERED IN GOOD CONDITION. FZ2590 FZ2590 STATION RECOVERY (1994) FZ2590 FZ2590'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) FZ2590'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2898 *********************************************************************** FZ2898 DESIGNATION - MUSEUM FZ2898 PID - FZ2898 FZ2898 STATE/COUNTY- NC/ASHE FZ2898 USGS QUAD - JEFFERSON (1998) FZ2898 FZ2898 *CURRENT SURVEY CONTROL FZ2898 ___________________________________________________________________ FZ2898* NAD 83(1986)- 36 25 44.78498(N) 081 28 22.13457(W) ADJUSTED FZ2898* NAVD 88 - 945.1 (meters) 3101. (feet) VERTCON FZ2898 ___________________________________________________________________ FZ2898 LAPLACE CORR- -4.39 (seconds) DEFLEC99 FZ2898 GEOID HEIGHT- -31.17 (meters) GEOID03 FZ2898 FZ2898 HORZ ORDER - SECOND FZ2898 FZ2898.The North Carolina HARNS have been completed but, FZ2898.due to contractual restrictions, coordinates for these stations FZ2898.will NOT be published in the near future. In the interim, the FZ2898.published coordinates in North Carolina will not be FZ2898.consistent with the Continuously Operating Reference Stations FZ2898.(CORS). The HARN coordinates for these stations are available FZ2898.upon request. Contact Gary Thompson(919-733-3836). FZ2898. FZ2898.In addition, the published North Carolina positions FZ2898.(NAD 83 (1986)) are NOT consistent with those determined in FZ2898.adjacent state readjustments. The discontinuity between stations FZ2898.located in North Carolina and those in adjacent states FZ2898.which have been adjusted to the HARN may be as much as 5 FZ2898.decimeters. This will result in a significant loss of accuracy FZ2898.over lines crossing such state borders. FZ2898 FZ2898 FZ2898.The horizontal coordinates were established by classical geodetic methods FZ2898.and adjusted by the National Geodetic Survey in September 1993. FZ2898 FZ2898.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2898 FZ2898.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2898 FZ2898.The geoid height was determined by GEOID03. FZ2898 FZ2898; North East Units Scale Factor Converg. FZ2898;SPC NC - 299,978.371 387,861.547 MT 1.00008383 -1 25 38.0 FZ2898;SPC NC - 984,179.04 1,272,509.09 sFT 1.00008383 -1 25 38.0 FZ2898;UTM 17 - 4,031,648.239 457,618.203 MT 0.99962213 -0 16 50.8 FZ2898 FZ2898! - Elev Factor x Scale Factor = Combined Factor FZ2898!SPC NC - 0.99985659 x 1.00008383 = 0.99994041 FZ2898!UTM 17 - 0.99985659 x 0.99962213 = 0.99947877 FZ2898 FZ2898 SUPERSEDED SURVEY CONTROL FZ2898 FZ2898 NGVD 29 (10/27/97) 945.2 (m) 3101. (f) VERT ANG FZ2898 FZ2898.Superseded values are not recommended for survey control. FZ2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2898.See file dsdata.txt to determine how the superseded data were derived. FZ2898 FZ2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5761831648(NAD 83) FZ2898_MARKER: DH = HORIZONTAL CONTROL DISK FZ2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2898_SP_SET: CONCRETE POST FZ2898_STAMPING: MUSEUM 1984 FZ2898_MARK LOGO: NCGS FZ2898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2898+STABILITY: SURFACE MOTION FZ2898 FZ2898 HISTORY - Date Condition Report By FZ2898 HISTORY - 1984 MONUMENTED NCGS FZ2898 FZ2898 STATION DESCRIPTION FZ2898 FZ2898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2898'STATION IS LOCATED IN JEFFERSON. FZ2898'PROCEED ALONG SR 1573 FOR 1.1 KM (0.7 MI) NORTH FROM US 221 BUSINESS FZ2898'AND NC 88 TO KNOLLVIEW DRIVE, THENCE WEST ALONG KNOLLVIEW DRIVE FOR FZ2898'0.2 KM (0.1 MI) TO THE ENTRANCE DRIVE TO--MOUNTAIN MUSEUM--, AND FZ2898'STATION IN THE NORTHWEST QUADRANT OF THE T-INTERSECTION. FZ2898'MARK IS A STANDARD NCGS DISK STAMPED---MUSEUM 1984---, SET INTO THE FZ2898'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2898'LOCATED 8.3 M (27.2 FT) NORTH-NORTHWEST OF THE CENTERLINE FZ2898'INTERSECTION OF KNOLLVIEW DRIVE WITH THE MUSEUM DRIVE, 11.9 M FZ2898'(39.0 FT) NORTH OF A FIRE HYDRANT ACROSS THE ROAD, 0.5 M (1.6 FT) FZ2898'EAST-SOUTHEAST OF A POWER POLE WITH A LAMP AND A REFERENCE TAG, 4.0 M FZ2898'(13.1 FT) WEST OF THE CENTERLINE OF A PAVED DRIVE, AND 15.1 M FZ2898'(49.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK AND FZ2898'SHINGLE RESIDENCE. MARK IS 4 FOOT ABOVE THE T-INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2899 *********************************************************************** FZ2899 DESIGNATION - NATHANS FZ2899 PID - FZ2899 FZ2899 STATE/COUNTY- NC/ASHE FZ2899 USGS QUAD - JEFFERSON (1998) FZ2899 FZ2899 *CURRENT SURVEY CONTROL FZ2899 ___________________________________________________________________ FZ2899* NAD 83(1986)- 36 26 41.82765(N) 081 23 33.62673(W) ADJUSTED FZ2899* NAVD 88 - 879.5 (meters) 2885. (feet) VERTCON FZ2899 ___________________________________________________________________ FZ2899 LAPLACE CORR- -5.08 (seconds) DEFLEC99 FZ2899 GEOID HEIGHT- -31.37 (meters) GEOID03 FZ2899 FZ2899 HORZ ORDER - SECOND FZ2899 FZ2899.The North Carolina HARNS have been completed but, FZ2899.due to contractual restrictions, coordinates for these stations FZ2899.will NOT be published in the near future. In the interim, the FZ2899.published coordinates in North Carolina will not be FZ2899.consistent with the Continuously Operating Reference Stations FZ2899.(CORS). The HARN coordinates for these stations are available FZ2899.upon request. Contact Gary Thompson(919-733-3836). FZ2899. FZ2899.In addition, the published North Carolina positions FZ2899.(NAD 83 (1986)) are NOT consistent with those determined in FZ2899.adjacent state readjustments. The discontinuity between stations FZ2899.located in North Carolina and those in adjacent states FZ2899.which have been adjusted to the HARN may be as much as 5 FZ2899.decimeters. This will result in a significant loss of accuracy FZ2899.over lines crossing such state borders. FZ2899 FZ2899 FZ2899.The horizontal coordinates were established by classical geodetic methods FZ2899.and adjusted by the National Geodetic Survey in September 1993. FZ2899 FZ2899.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2899 FZ2899.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2899 FZ2899.The geoid height was determined by GEOID03. FZ2899 FZ2899; North East Units Scale Factor Converg. FZ2899;SPC NC - 301,560.197 395,088.836 MT 1.00008957 -1 22 51.5 FZ2899;SPC NC - 989,368.75 1,296,220.62 sFT 1.00008957 -1 22 51.5 FZ2899;UTM 17 - 4,033,373.622 464,809.010 MT 0.99961526 -0 13 59.8 FZ2899 FZ2899! - Elev Factor x Scale Factor = Combined Factor FZ2899!SPC NC - 0.99986691 x 1.00008957 = 0.99995647 FZ2899!UTM 17 - 0.99986691 x 0.99961526 = 0.99948222 FZ2899 FZ2899: Primary Azimuth Mark Grid Az FZ2899:SPC NC - JEFFERSON LITTLE PHOENIX BCN 268 14 22.8 FZ2899:UTM 17 - JEFFERSON LITTLE PHOENIX BCN 267 05 31.1 FZ2899 FZ2899|---------------------------------------------------------------------| FZ2899| PID Reference Object Distance Geod. Az | FZ2899| dddmmss.s | FZ2899| FZ2582 JEFFERSON LITTLE PHOENIX BCN APPROX. 5.0 KM 2665131.3 | FZ2899|---------------------------------------------------------------------| FZ2899 FZ2899 SUPERSEDED SURVEY CONTROL FZ2899 FZ2899 NGVD 29 (10/27/97) 879.6 (m) 2886. (f) VERT ANG FZ2899 FZ2899.Superseded values are not recommended for survey control. FZ2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2899.See file dsdata.txt to determine how the superseded data were derived. FZ2899 FZ2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6480933374(NAD 83) FZ2899_MARKER: DE = TRAVERSE STATION DISK FZ2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2899_SP_SET: CONCRETE POST FZ2899_STAMPING: NATHANS 1984 FZ2899_MARK LOGO: NCGS FZ2899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2899+STABILITY: SURFACE MOTION FZ2899 FZ2899 HISTORY - Date Condition Report By FZ2899 HISTORY - 1984 MONUMENTED NCGS FZ2899 FZ2899 STATION DESCRIPTION FZ2899 FZ2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2899'STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) EAST-NORTHEAST OF JEFFERSON. FZ2899'ALONG US 221 FOR 4.8 KM (3.0 MI) EAST FROM NC 16 (ABOUT 2 MI (3.2 KM) FZ2899'NORTHEAST OF JEFFERSON), OR 0.5 KM (0.3 MI) SOUTHWEST FROM SR 1593 (AT FZ2899'NATHANS CREEK COMMUNITY), BETWEEN TWO WHITE PINES OF A TREE ROW. FZ2899'MARK IS A STANDARD NCGS DISK STAMPED---NATHANS 1984---, SET INTO THE FZ2899'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 4 FZ2899'INCHES ABOVE GROUND. LOCATED 6.9 M (22.6 FT) NORTH-NORTHWEST OF THE FZ2899'CENTERLINE OF THE HIGHWAY, 1.1 M (3.6 FT) NORTH-NORTHEAST OF AN FZ2899'18-INCH WHITE PINE WITH A REFERENCE TAG, 1.0 M (3.3 FT) SOUTH OF AN FZ2899'18-INCH PINE, 16.0 M (52.5 FT) NORTHEAST OF THE EAST END OF AN FZ2899'L-SHAPED HEADWALL. MARK IS 2 FOOT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2591 *********************************************************************** FZ2591 DESIGNATION - NEAVES FZ2591 PID - FZ2591 FZ2591 STATE/COUNTY- NC/ASHE FZ2591 USGS QUAD - GRASSY CREEK (1978) FZ2591 FZ2591 *CURRENT SURVEY CONTROL FZ2591 ___________________________________________________________________ FZ2591* NAD 83(1986)- 36 31 23.67268(N) 081 24 52.10370(W) ADJUSTED FZ2591* NAVD 88 - 795.9 (meters) 2611. (feet) VERTCON FZ2591 ___________________________________________________________________ FZ2591 LAPLACE CORR- -4.38 (seconds) DEFLEC99 FZ2591 GEOID HEIGHT- -31.20 (meters) GEOID03 FZ2591 FZ2591 HORZ ORDER - SECOND FZ2591 FZ2591.The North Carolina HARNS have been completed but, FZ2591.due to contractual restrictions, coordinates for these stations FZ2591.will NOT be published in the near future. In the interim, the FZ2591.published coordinates in North Carolina will not be FZ2591.consistent with the Continuously Operating Reference Stations FZ2591.(CORS). The HARN coordinates for these stations are available FZ2591.upon request. Contact Gary Thompson(919-733-3836). FZ2591. FZ2591.In addition, the published North Carolina positions FZ2591.(NAD 83 (1986)) are NOT consistent with those determined in FZ2591.adjacent state readjustments. The discontinuity between stations FZ2591.located in North Carolina and those in adjacent states FZ2591.which have been adjusted to the HARN may be as much as 5 FZ2591.decimeters. This will result in a significant loss of accuracy FZ2591.over lines crossing such state borders. FZ2591 FZ2591 FZ2591.The horizontal coordinates were established by classical geodetic methods FZ2591.and adjusted by the National Geodetic Survey in February 1991. FZ2591 FZ2591.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2591 FZ2591.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2591 FZ2591.The geoid height was determined by GEOID03. FZ2591 FZ2591; North East Units Scale Factor Converg. FZ2591;SPC NC - 310,293.568 393,346.148 MT 1.00011906 -1 23 36.8 FZ2591;SPC NC - 1,018,021.48 1,290,503.15 sFT 1.00011906 -1 23 36.8 FZ2591;SPC VA S - 1,025,104.566 3,238,994.801 MT 1.00005309 -1 46 07.9 FZ2591;UTM 17 - 4,042,066.106 462,892.740 MT 0.99961696 -0 14 48.0 FZ2591 FZ2591! - Elev Factor x Scale Factor = Combined Factor FZ2591!SPC NC - 0.99988000 x 1.00011906 = 0.99999905 FZ2591!SPC VA S - 0.99988000 x 1.00005309 = 0.99993308 FZ2591!UTM 17 - 0.99988000 x 0.99961696 = 0.99949701 FZ2591 FZ2591 SUPERSEDED SURVEY CONTROL FZ2591 FZ2591 NGVD 29 (02/11/91) 796.0 (m) 2612. (f) VERT ANG FZ2591 FZ2591.Superseded values are not recommended for survey control. FZ2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2591.See file dsdata.txt to determine how the superseded data were derived. FZ2591 FZ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6289342066(NAD 83) FZ2591_MARKER: DE = TRAVERSE STATION DISK FZ2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2591_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2591_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2591+STABILITY: SURFACE MOTION FZ2591 FZ2591 HISTORY - Date Condition Report By FZ2591 HISTORY - 1979 MONUMENTED NCGS FZ2591 FZ2591 STATION DESCRIPTION FZ2591 FZ2591'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ES) FZ2591'THE STATION IS LOCATED ALONG NC 16, AND APPROXIMATELY 1.8 MILES FZ2591'NORTHWEST OF CRUMPLER AND 7.8 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2591' FZ2591'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2591'PROCEED NORTH ALONG NC 16 FOR 0.4 MILES TO STATION IN LEFT SHOULDER. FZ2591' FZ2591'STATION MARK IS A STANDARD DISK STAMPED---NEAVES 1979---SET IN TOP OF FZ2591'A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE. THE MARK IS FZ2591'16.0 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 16, 2.0 FEET EAST-NORTHEA FZ2591'OF GUARD RAIL, 130.5 FEET SOUTHEAST OF NORTH END OF GUARD RAIL, AND FZ2591'172.0 FEET SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF NC 16 . 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2592 *********************************************************************** FZ2592 DESIGNATION - NORTH CAROLINA CORNER FZ2592 PID - FZ2592 FZ2592 STATE/COUNTY- NC/ASHE FZ2592 USGS QUAD - GRAYSON (1976) FZ2592 FZ2592 *CURRENT SURVEY CONTROL FZ2592 ___________________________________________________________________ FZ2592* NAD 83(1986)- 36 35 17.38598(N) 081 40 38.82394(W) ADJUSTED FZ2592* NAVD 88 - 1410.7 (meters) 4628. (feet) VERTCON FZ2592 ___________________________________________________________________ FZ2592 LAPLACE CORR- 2.60 (seconds) DEFLEC99 FZ2592 GEOID HEIGHT- -30.79 (meters) GEOID03 FZ2592 FZ2592 HORZ ORDER - SECOND FZ2592 FZ2592.The North Carolina HARNS have been completed but, FZ2592.due to contractual restrictions, coordinates for these stations FZ2592.will NOT be published in the near future. In the interim, the FZ2592.published coordinates in North Carolina will not be FZ2592.consistent with the Continuously Operating Reference Stations FZ2592.(CORS). The HARN coordinates for these stations are available FZ2592.upon request. Contact Gary Thompson(919-733-3836). FZ2592. FZ2592.In addition, the published North Carolina positions FZ2592.(NAD 83 (1986)) are NOT consistent with those determined in FZ2592.adjacent state readjustments. The discontinuity between stations FZ2592.located in North Carolina and those in adjacent states FZ2592.which have been adjusted to the HARN may be as much as 5 FZ2592.decimeters. This will result in a significant loss of accuracy FZ2592.over lines crossing such state borders. FZ2592 FZ2592 FZ2592.The horizontal coordinates were established by classical geodetic methods FZ2592.and adjusted by the National Geodetic Survey in February 1991. FZ2592 FZ2592.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2592 FZ2592.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2592 FZ2592.The geoid height was determined by GEOID03. FZ2592 FZ2592; North East Units Scale Factor Converg. FZ2592;SPC NC - 318,100.143 369,991.974 MT 1.00014496 -1 32 43.2 FZ2592;SPC NC - 1,043,633.55 1,213,882.00 sFT 1.00014496 -1 32 43.2 FZ2592;SPC VA S - 1,033,064.848 3,215,694.831 MT 1.00003719 -1 55 42.5 FZ2592;UTM 17 - 4,049,401.067 439,399.126 MT 0.99964524 -0 24 13.7 FZ2592 FZ2592! - Elev Factor x Scale Factor = Combined Factor FZ2592!SPC NC - 0.99978349 x 1.00014496 = 0.99992841 FZ2592!SPC VA S - 0.99978349 x 1.00003719 = 0.99982067 FZ2592!UTM 17 - 0.99978349 x 0.99964524 = 0.99942880 FZ2592 FZ2592|---------------------------------------------------------------------| FZ2592| PID Reference Object Distance Geod. Az | FZ2592| dddmmss.s | FZ2592| DC4746 NORTH CAROLINA CORNER RM 2 174.252 METERS 21433 | FZ2592| DC4747 NORTH CAROLINA CORNER RM 3 18.743 METERS 21758 | FZ2592|---------------------------------------------------------------------| FZ2592 FZ2592 SUPERSEDED SURVEY CONTROL FZ2592 FZ2592 NGVD 29 (10/27/97) 1410.7 (m) 4628. (f) VERT ANG FZ2592 FZ2592.Superseded values are not recommended for survey control. FZ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2592.See file dsdata.txt to determine how the superseded data were derived. FZ2592 FZ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3939949401(NAD 83) FZ2592_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FZ2592_SETTING: 80 = SET IN A BOULDER FZ2592_SP_SET: SET IN DRILL HOLE IN A BOULDER FZ2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2592+STABILITY: SURFACE MOTION FZ2592 FZ2592 HISTORY - Date Condition Report By FZ2592 HISTORY - UNK MONUMENTED FZ2592 HISTORY - 1979 GOOD NCGS FZ2592 FZ2592 STATION DESCRIPTION FZ2592 FZ2592'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2592'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED. FZ2592'REFERENCE MARK 3 MAY HAVE BEEN MOVED IN THAT THE DIRECTION DIFFERS FZ2592'BY 43 MINUTES AND DISTANCE WAS SHORTER BY 1.823 METERS (6.0 FEET) THE FZ2592'DIRECTION TO RM 2 AGREEED TO VALUES TRAVERSED IN FROM GLENN 1934, BUT FZ2592'NOT TO THE PUBLISHED AZIMUTH TO GLENN. AT GLENN 1934 ADDITIONAL FZ2592'OBSERVATIONS TO FEATHER CAMP FIRE LOOKOUT TOWER AND AN ASTRO FZ2592'OBSERVATION (1971-1972-PROJECT G-14799) AGREED WITH EACH OTHER WITHIN FZ2592'1.1 SECONDS, BUT DISAGREED WITH THE PUBLISHED AZIMUTH TO NORTH FZ2592'CAROLINA CORNER BY 29 SECONDS. THE DISTANCE BETWEEN N.C. CORNER AND FZ2592'CORNER--AND GLENN WAS MEASURED AND UNLIKE THE MEASUREMENT OF 1971 THE FZ2592'NEW READING AGREED WITHIN 1.2 CM OF THE PUBLISHED VALUE. LASTLY THE FZ2592'DISTANCE FROM--NORTH CAROLINA CORNER--TO REFERENCE MARK 2 AGREED WITHI FZ2592'6 CM (0.2 FEET) AS A SLOPE DISTANCE. THE 575.75 FEET MEASURED IN 1934 FZ2592'MUST HAVE BEEN SLOPE FOR THERE WAS 19.78 METER DIFFERENCE IN ELEVATION FZ2592'RESULTING IN 14 CM REDUCTION TO HORIZONTAL. IT IS BELIEVED THAT--NORTH FZ2592'CAROLINA CORNER--SHOULD BE REPOSITIONED BASED ON NEW DIRECTIONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2593 *********************************************************************** FZ2593 DESIGNATION - NORTH FORK FZ2593 PID - FZ2593 FZ2593 STATE/COUNTY- NC/ASHE FZ2593 USGS QUAD - GRASSY CREEK (1978) FZ2593 FZ2593 *CURRENT SURVEY CONTROL FZ2593 ___________________________________________________________________ FZ2593* NAD 83(1986)- 36 30 50.32310(N) 081 24 24.53619(W) ADJUSTED FZ2593* NAVD 88 - 799.3 (meters) 2622. (feet) VERTCON FZ2593 ___________________________________________________________________ FZ2593 LAPLACE CORR- -4.31 (seconds) DEFLEC99 FZ2593 GEOID HEIGHT- -31.23 (meters) GEOID03 FZ2593 FZ2593 HORZ ORDER - SECOND FZ2593 FZ2593.The North Carolina HARNS have been completed but, FZ2593.due to contractual restrictions, coordinates for these stations FZ2593.will NOT be published in the near future. In the interim, the FZ2593.published coordinates in North Carolina will not be FZ2593.consistent with the Continuously Operating Reference Stations FZ2593.(CORS). The HARN coordinates for these stations are available FZ2593.upon request. Contact Gary Thompson(919-733-3836). FZ2593. FZ2593.In addition, the published North Carolina positions FZ2593.(NAD 83 (1986)) are NOT consistent with those determined in FZ2593.adjacent state readjustments. The discontinuity between stations FZ2593.located in North Carolina and those in adjacent states FZ2593.which have been adjusted to the HARN may be as much as 5 FZ2593.decimeters. This will result in a significant loss of accuracy FZ2593.over lines crossing such state borders. FZ2593 FZ2593 FZ2593.The horizontal coordinates were established by classical geodetic methods FZ2593.and adjusted by the National Geodetic Survey in February 1991. FZ2593 FZ2593.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2593 FZ2593.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2593 FZ2593.The geoid height was determined by GEOID03. FZ2593 FZ2593; North East Units Scale Factor Converg. FZ2593;SPC NC - 309,249.106 394,006.955 MT 1.00011547 -1 23 20.9 FZ2593;SPC NC - 1,014,594.78 1,292,671.15 sFT 1.00011547 -1 23 20.9 FZ2593;SPC VA S - 1,024,055.866 3,239,648.712 MT 1.00005546 -1 45 51.2 FZ2593;UTM 17 - 4,041,035.597 463,573.980 MT 0.99961635 -0 14 31.4 FZ2593 FZ2593! - Elev Factor x Scale Factor = Combined Factor FZ2593!SPC NC - 0.99987947 x 1.00011547 = 0.99999493 FZ2593!SPC VA S - 0.99987947 x 1.00005546 = 0.99993492 FZ2593!UTM 17 - 0.99987947 x 0.99961635 = 0.99949587 FZ2593 FZ2593 SUPERSEDED SURVEY CONTROL FZ2593 FZ2593 NGVD 29 (02/11/91) 799.4 (m) 2623. (f) VERT ANG FZ2593 FZ2593.Superseded values are not recommended for survey control. FZ2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2593.See file dsdata.txt to determine how the superseded data were derived. FZ2593 FZ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6357441036(NAD 83) FZ2593_MARKER: DE = TRAVERSE STATION DISK FZ2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2593_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2593+STABILITY: SURFACE MOTION FZ2593 FZ2593 HISTORY - Date Condition Report By FZ2593 HISTORY - 1979 MONUMENTED NCGS FZ2593 FZ2593 STATION DESCRIPTION FZ2593 FZ2593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2593'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.0 MILE NORTHWEST OF FZ2593'CRUMPLER AND 7.5 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2593' FZ2593'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2593'PROCEED SOUTH ALONG NC 16 FOR 0.35 MILES TO STATION ON LEFT AT END OF FZ2593'GUARD RAIL, SOUTH OF THE NC 16 BRIDGE OVER THE NORTH FORK OF THE NEW FZ2593'RIVER. FZ2593' FZ2593'STATION MARK IS A STANDARD DISK STAMPED---NORTH FORK 1979---SET IN TOP FZ2593'OF A 10 INCH CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE GROUND FZ2593'SURFACE. THE MARK IS 22.8 FEET EAST-SOUTHEAST OF NC 16, 64.3 FEET FZ2593'SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION NC 16 AND WOODS ROAD, AND FZ2593'3.6 FEET SOUTHEAST OF NORTH END OF GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2594 *********************************************************************** FZ2594 DESIGNATION - OLD FIELD FZ2594 PID - FZ2594 FZ2594 STATE/COUNTY- NC/ASHE FZ2594 USGS QUAD - ZIONVILLE (1976) FZ2594 FZ2594 *CURRENT SURVEY CONTROL FZ2594 ___________________________________________________________________ FZ2594* NAD 83(1986)- 36 20 58.57408(N) 081 38 17.50339(W) ADJUSTED FZ2594* NAVD 88 - 1511.8 (meters) 4960. (feet) VERTCON FZ2594 ___________________________________________________________________ FZ2594 LAPLACE CORR- -2.66 (seconds) DEFLEC99 FZ2594 GEOID HEIGHT- -30.93 (meters) GEOID03 FZ2594 FZ2594 HORZ ORDER - SECOND FZ2594 FZ2594.The North Carolina HARNS have been completed but, FZ2594.due to contractual restrictions, coordinates for these stations FZ2594.will NOT be published in the near future. In the interim, the FZ2594.published coordinates in North Carolina will not be FZ2594.consistent with the Continuously Operating Reference Stations FZ2594.(CORS). The HARN coordinates for these stations are available FZ2594.upon request. Contact Gary Thompson(919-733-3836). FZ2594. FZ2594.In addition, the published North Carolina positions FZ2594.(NAD 83 (1986)) are NOT consistent with those determined in FZ2594.adjacent state readjustments. The discontinuity between stations FZ2594.located in North Carolina and those in adjacent states FZ2594.which have been adjusted to the HARN may be as much as 5 FZ2594.decimeters. This will result in a significant loss of accuracy FZ2594.over lines crossing such state borders. FZ2594 FZ2594 FZ2594.The horizontal coordinates were established by classical geodetic methods FZ2594.and adjusted by the National Geodetic Survey in February 1991. FZ2594 FZ2594.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2594 FZ2594.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2594 FZ2594.The geoid height was determined by GEOID03. FZ2594 FZ2594; North East Units Scale Factor Converg. FZ2594;SPC NC - 291,540.479 372,800.682 MT 1.00005620 -1 31 21.7 FZ2594;SPC NC - 956,495.72 1,223,096.90 sFT 1.00005620 -1 31 21.7 FZ2594;UTM 17 - 4,022,914.805 442,735.556 MT 0.99964040 -0 22 41.8 FZ2594 FZ2594! - Elev Factor x Scale Factor = Combined Factor FZ2594!SPC NC - 0.99976764 x 1.00005620 = 0.99982382 FZ2594!UTM 17 - 0.99976764 x 0.99964040 = 0.99940812 FZ2594 FZ2594 SUPERSEDED SURVEY CONTROL FZ2594 FZ2594 NGVD 29 (02/11/91) 1511.9 (m) 4960. (f) VERT ANG FZ2594 FZ2594.Superseded values are not recommended for survey control. FZ2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2594.See file dsdata.txt to determine how the superseded data were derived. FZ2594 FZ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4273622915(NAD 83) FZ2594_MARKER: DE = TRAVERSE STATION DISK FZ2594_SETTING: 80 = SET IN A BOULDER FZ2594_SP_SET: SET IN DRILL HOLE IN A BOULDER FZ2594_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2594+STABILITY: SURFACE MOTION FZ2594 FZ2594 HISTORY - Date Condition Report By FZ2594 HISTORY - 1979 MONUMENTED NCGS FZ2594 FZ2594 STATION DESCRIPTION FZ2594 FZ2594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2594'THE STATION IS LOCATED ON THE SUMMIT OF OLD FIELD BALD APPROXMATELY FZ2594'3.6 MILES NORTHWEST OF TODD AND 9.3 MILES NORTH-NORTHEAST OF BOONE. FZ2594' FZ2594'TO REACH THE STATION FROM THE WATAUGA-ASHE COUNTY LINE ON NC 194 AT FZ2594'TODD, PROCEED WEST ALONG NC 194 FOR 0.5 MILES TO SR 1346 ON RIGHT. FZ2594'THENCE NORTHWEST ALONG SR 1346 FOR 1.15 MILES TO DIRT ROAD ON RIGHT OF FZ2594'THE BALD MTN. FARM, THENCE NORTHWESTERLY ALONG DIRT ROAD FOR 2.45 FZ2594'MILES TO GATE (ENTRANCE OBTAINED FROM JACKIE GENTRY, 385-6419, FZ2594'CARETAKER FOR BALD MTN. FARM), THENCE SOUTHWEST THROUGH GATE ALONG FZ2594'DIRT ROAD FOR 0.45 MILE TO DIRT ROAD ON RIGHT, THENCE NORTHWEST FZ2594'THROUGH PASTURE FOR 0.35 MILE TO HIGHEST POINT OF OLD FIELD BALD AND FZ2594'STATION DRILLED INTO CENTER OF 2 BY 4 FOOT ROCK BOULDER. FZ2594' FZ2594'STATION MARK IS A STANDARD DISK STAMPED---OLD FIELD 1979---SET FLUSH FZ2594'IN A DRILLED HOLE. THE MARK IS 21.3 FEET SOUTH-SOUTHWEST OF FENCE POST FZ2594'WITH REFERENCE TAG, 8.0 FEET EAST OF DRILLED HOLE IN 3 FOOT BOULDER, FZ2594'AND 7.8 FEET NORTH-NORTHEAST OF DRILLED HOLE IN 3 BY 4 BOULDER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2900 *********************************************************************** FZ2900 DESIGNATION - OLIVER FZ2900 PID - FZ2900 FZ2900 STATE/COUNTY- NC/ASHE FZ2900 USGS QUAD - TODD (1998) FZ2900 FZ2900 *CURRENT SURVEY CONTROL FZ2900 ___________________________________________________________________ FZ2900* NAD 83(1986)- 36 22 00.25305(N) 081 30 05.25758(W) ADJUSTED FZ2900* NAVD 88 - 987.2 (meters) 3239. (feet) VERTCON FZ2900 ___________________________________________________________________ FZ2900 LAPLACE CORR- -5.55 (seconds) DEFLEC99 FZ2900 GEOID HEIGHT- -31.21 (meters) GEOID03 FZ2900 FZ2900 HORZ ORDER - SECOND FZ2900 FZ2900.The North Carolina HARNS have been completed but, FZ2900.due to contractual restrictions, coordinates for these stations FZ2900.will NOT be published in the near future. In the interim, the FZ2900.published coordinates in North Carolina will not be FZ2900.consistent with the Continuously Operating Reference Stations FZ2900.(CORS). The HARN coordinates for these stations are available FZ2900.upon request. Contact Gary Thompson(919-733-3836). FZ2900. FZ2900.In addition, the published North Carolina positions FZ2900.(NAD 83 (1986)) are NOT consistent with those determined in FZ2900.adjacent state readjustments. The discontinuity between stations FZ2900.located in North Carolina and those in adjacent states FZ2900.which have been adjusted to the HARN may be as much as 5 FZ2900.decimeters. This will result in a significant loss of accuracy FZ2900.over lines crossing such state borders. FZ2900 FZ2900 FZ2900.The horizontal coordinates were established by classical geodetic methods FZ2900.and adjusted by the National Geodetic Survey in September 1993. FZ2900 FZ2900.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2900 FZ2900.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2900 FZ2900.The geoid height was determined by GEOID03. FZ2900 FZ2900; North East Units Scale Factor Converg. FZ2900;SPC NC - 293,123.448 385,119.045 MT 1.00006199 -1 26 37.6 FZ2900;SPC NC - 961,689.18 1,263,511.40 sFT 1.00006199 -1 26 37.6 FZ2900;UTM 17 - 4,024,742.920 455,014.573 MT 0.99962493 -0 17 50.4 FZ2900 FZ2900! - Elev Factor x Scale Factor = Combined Factor FZ2900!SPC NC - 0.99984998 x 1.00006199 = 0.99991196 FZ2900!UTM 17 - 0.99984998 x 0.99962493 = 0.99947497 FZ2900 FZ2900 SUPERSEDED SURVEY CONTROL FZ2900 FZ2900 NGVD 29 (10/27/97) 987.3 (m) 3239. (f) VERT ANG FZ2900 FZ2900.Superseded values are not recommended for survey control. FZ2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2900.See file dsdata.txt to determine how the superseded data were derived. FZ2900 FZ2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5501524743(NAD 83) FZ2900_MARKER: DH = HORIZONTAL CONTROL DISK FZ2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2900_SP_SET: CONCRETE POST FZ2900_STAMPING: OLIVER 1984 FZ2900_MARK LOGO: NCGS FZ2900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2900+STABILITY: SURFACE MOTION FZ2900 FZ2900 HISTORY - Date Condition Report By FZ2900 HISTORY - 1984 MONUMENTED NCGS FZ2900 FZ2900 STATION DESCRIPTION FZ2900 FZ2900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2900'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTH-SOUTHWEST OF WEST FZ2900'JEFFERSON AND 3.8 KM (2.4 MI) NORTHEAST OF BALDWIN. FZ2900'ALONG US 221 AND NC 194 FOR 2.1 KM (1.3 MI) SOUTH FROM US 221 FZ2900'BUSINESS, NC 163, AND NC 194, TO A SINGLE POLE POWER LINE CROSSING, FZ2900'ON TOP OF A HIGH BANK AT A POWER POLE. FZ2900'STATION IS A STANDARD NCGS DISK STAMPED---OLIVER 1984---, SET INTO THE FZ2900'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 4 FZ2900'INCHES ABOVE GROUND. LOCATED 34.5 M (113.2 FT) SOUTH-SOUTHEAST OF FZ2900'THE CENTERLINE OF THE HIGHWAY--AND 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF FZ2900'A POWER POLE, 20.8 M (68.2 FT) NORTHEAST OF A 20-INCH WHITE OAK, AND FZ2900'39.2 M (128.6 FT) NORTH-NORTHWEST OF THE CENTER BRACE POST--ALL THREE FZ2900'WITH REFERENCE TAGS. MARK IS 15 FEET ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2901 *********************************************************************** FZ2901 DESIGNATION - ORION FZ2901 PID - FZ2901 FZ2901 STATE/COUNTY- NC/ASHE FZ2901 USGS QUAD - JEFFERSON (1998) FZ2901 FZ2901 *CURRENT SURVEY CONTROL FZ2901 ___________________________________________________________________ FZ2901* NAD 83(1986)- 36 24 02.46556(N) 081 25 18.22222(W) ADJUSTED FZ2901* NAVD 88 - 837.8 (meters) 2749. (feet) VERTCON FZ2901 ___________________________________________________________________ FZ2901 LAPLACE CORR- -6.20 (seconds) DEFLEC99 FZ2901 GEOID HEIGHT- -31.39 (meters) GEOID03 FZ2901 FZ2901 HORZ ORDER - SECOND FZ2901 FZ2901.The North Carolina HARNS have been completed but, FZ2901.due to contractual restrictions, coordinates for these stations FZ2901.will NOT be published in the near future. In the interim, the FZ2901.published coordinates in North Carolina will not be FZ2901.consistent with the Continuously Operating Reference Stations FZ2901.(CORS). The HARN coordinates for these stations are available FZ2901.upon request. Contact Gary Thompson(919-733-3836). FZ2901. FZ2901.In addition, the published North Carolina positions FZ2901.(NAD 83 (1986)) are NOT consistent with those determined in FZ2901.adjacent state readjustments. The discontinuity between stations FZ2901.located in North Carolina and those in adjacent states FZ2901.which have been adjusted to the HARN may be as much as 5 FZ2901.decimeters. This will result in a significant loss of accuracy FZ2901.over lines crossing such state borders. FZ2901 FZ2901 FZ2901.The horizontal coordinates were established by classical geodetic methods FZ2901.and adjusted by the National Geodetic Survey in September 1993. FZ2901 FZ2901.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2901 FZ2901.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2901 FZ2901.The geoid height was determined by GEOID03. FZ2901 FZ2901; North East Units Scale Factor Converg. FZ2901;SPC NC - 296,712.225 392,364.688 MT 1.00007373 -1 23 51.9 FZ2901;SPC NC - 973,463.36 1,287,283.15 sFT 1.00007373 -1 23 51.9 FZ2901;UTM 17 - 4,028,474.344 462,183.725 MT 0.99961762 -0 15 01.0 FZ2901 FZ2901! - Elev Factor x Scale Factor = Combined Factor FZ2901!SPC NC - 0.99987345 x 1.00007373 = 0.99994717 FZ2901!UTM 17 - 0.99987345 x 0.99961762 = 0.99949112 FZ2901 FZ2901 SUPERSEDED SURVEY CONTROL FZ2901 FZ2901 NGVD 29 (10/27/97) 837.9 (m) 2749. (f) VERT ANG FZ2901 FZ2901.Superseded values are not recommended for survey control. FZ2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2901.See file dsdata.txt to determine how the superseded data were derived. FZ2901 FZ2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6218428474(NAD 83) FZ2901_MARKER: DH = HORIZONTAL CONTROL DISK FZ2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2901_SP_SET: CONCRETE POST FZ2901_STAMPING: ORION 1984 FZ2901_MARK LOGO: NCGS FZ2901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2901+STABILITY: SURFACE MOTION FZ2901 FZ2901 HISTORY - Date Condition Report By FZ2901 HISTORY - 1984 MONUMENTED NCGS FZ2901 FZ2901 STATION DESCRIPTION FZ2901 FZ2901'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2901'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) EAST-SOUTHEAST OF JEFFERSON. FZ2901'ALONG NC 16 AND NC 88 FOR 3.1 KM (1.9 MI) SOUTHEAST FROM US 221 (ABOUT FZ2901'1.5 MI (2.4 KM) EAST OF JEFFERSON) TO A GRAVEL DRIVE TO ORION FZ2901'METHODIST CHURCH, OR 0.4 KM (0.2 MI) NORTH OF THE T-INTERSECTION WITH FZ2901'SR 1155. FZ2901'MARK IS A STANDARD NCGS DISK STAMPED---ORION 1984---, SET INTO THE TOP FZ2901'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2901'LOCATED 6.2 M (20.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AT THE FZ2901'DRIVE TO ORION METHODIST CHAPEL, 61.1 M (200.5 FT) SOUTH OF THE FZ2901'CENTER OF THE WEST HEADWALL--AND 0.7 M (2.3 FT) NORTH-NORTHWEST OF A FZ2901'HIGHWAY SIGN POST, 20.0 M (65.6 FT) SOUTHWEST OF AND ACROSS THE FZ2901'HIGHWAY FROM A 12-INCH MAPLE--BOTH WITH REFERENCE TAGS. MARK IS LEVEL FZ2901'WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2902 *********************************************************************** FZ2902 DESIGNATION - OSBORN FZ2902 PID - FZ2902 FZ2902 STATE/COUNTY- NC/ASHE FZ2902 USGS QUAD - JEFFERSON (1998) FZ2902 FZ2902 *CURRENT SURVEY CONTROL FZ2902 ___________________________________________________________________ FZ2902* NAD 83(1986)- 36 26 16.92949(N) 081 26 22.31032(W) ADJUSTED FZ2902* NAVD 88 - 929.5 (meters) 3050. (feet) VERTCON FZ2902 ___________________________________________________________________ FZ2902 LAPLACE CORR- -5.27 (seconds) DEFLEC99 FZ2902 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2902 FZ2902 HORZ ORDER - SECOND FZ2902 FZ2902.The North Carolina HARNS have been completed but, FZ2902.due to contractual restrictions, coordinates for these stations FZ2902.will NOT be published in the near future. In the interim, the FZ2902.published coordinates in North Carolina will not be FZ2902.consistent with the Continuously Operating Reference Stations FZ2902.(CORS). The HARN coordinates for these stations are available FZ2902.upon request. Contact Gary Thompson(919-733-3836). FZ2902. FZ2902.In addition, the published North Carolina positions FZ2902.(NAD 83 (1986)) are NOT consistent with those determined in FZ2902.adjacent state readjustments. The discontinuity between stations FZ2902.located in North Carolina and those in adjacent states FZ2902.which have been adjusted to the HARN may be as much as 5 FZ2902.decimeters. This will result in a significant loss of accuracy FZ2902.over lines crossing such state borders. FZ2902 FZ2902 FZ2902.The horizontal coordinates were established by classical geodetic methods FZ2902.and adjusted by the National Geodetic Survey in September 1993. FZ2902 FZ2902.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2902 FZ2902.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2902 FZ2902.The geoid height was determined by GEOID03. FZ2902 FZ2902; North East Units Scale Factor Converg. FZ2902;SPC NC - 300,895.138 390,869.945 MT 1.00008705 -1 24 28.9 FZ2902;SPC NC - 987,186.80 1,282,379.14 sFT 1.00008705 -1 24 28.9 FZ2902;UTM 17 - 4,032,624.573 460,606.262 MT 0.99961912 -0 15 39.8 FZ2902 FZ2902! - Elev Factor x Scale Factor = Combined Factor FZ2902!SPC NC - 0.99985905 x 1.00008705 = 0.99994609 FZ2902!UTM 17 - 0.99985905 x 0.99961912 = 0.99947823 FZ2902 FZ2902 SUPERSEDED SURVEY CONTROL FZ2902 FZ2902 NGVD 29 (10/27/97) 929.5 (m) 3050. (f) VERT ANG FZ2902 FZ2902.Superseded values are not recommended for survey control. FZ2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2902.See file dsdata.txt to determine how the superseded data were derived. FZ2902 FZ2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6060632625(NAD 83) FZ2902_MARKER: DH = HORIZONTAL CONTROL DISK FZ2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2902_SP_SET: CONCRETE POST FZ2902_STAMPING: OSBORN 1984 FZ2902_MARK LOGO: NCGS FZ2902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2902+STABILITY: SURFACE MOTION FZ2902 FZ2902 HISTORY - Date Condition Report By FZ2902 HISTORY - 1984 MONUMENTED NCGS FZ2902 FZ2902 STATION DESCRIPTION FZ2902 FZ2902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2902'STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) NORTHEAST OF JEFFERSON. FZ2902'ABOUT 600 FEET NORTH ON NC 16 FROM US 221 (ABOUT 1.5 MI (2.4 KM) EAST FZ2902'OF JEFFERSON), IN THE NORTHWEST QUADRANT OF THE INTERSECTION WITH A FZ2902'DRIVEWAY. FZ2902'MARK IS A STANDARD NCGS DISK STAMPED---OSBORN 1984---, SET INTO THE FZ2902'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2902'LOCATED 15.9 M (52.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE FZ2902'HIGHWAY, 4.3 M (14.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A FZ2902'DRIVE, 0.6 M (2.0 FT) EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE FZ2902'TAG, 21.6 M (70.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FZ2902'MOBILE HOME, AND 13.0 M (42.7 FT) NORTHEAST OF A 6-INCH CHERRY. MARK FZ2902'IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ1995 *********************************************************************** FZ1995 DESIGNATION - OTHELLO FZ1995 PID - FZ1995 FZ1995 STATE/COUNTY- NC/ASHE FZ1995 USGS QUAD - GLENDALE SPRINGS (1967) FZ1995 FZ1995 *CURRENT SURVEY CONTROL FZ1995 ___________________________________________________________________ FZ1995* NAD 83(1986)- 36 22 02.30953(N) 081 26 40.53846(W) ADJUSTED FZ1995* NAVD 88 - 965.5 (meters) 3168. (feet) VERTCON FZ1995 ___________________________________________________________________ FZ1995 LAPLACE CORR- -6.14 (seconds) DEFLEC99 FZ1995 GEOID HEIGHT- -31.40 (meters) GEOID03 FZ1995 FZ1995 HORZ ORDER - SECOND FZ1995 FZ1995.The North Carolina HARNS have been completed but, FZ1995.due to contractual restrictions, coordinates for these stations FZ1995.will NOT be published in the near future. In the interim, the FZ1995.published coordinates in North Carolina will not be FZ1995.consistent with the Continuously Operating Reference Stations FZ1995.(CORS). The HARN coordinates for these stations are available FZ1995.upon request. Contact Gary Thompson(919-733-3836). FZ1995. FZ1995.In addition, the published North Carolina positions FZ1995.(NAD 83 (1986)) are NOT consistent with those determined in FZ1995.adjacent state readjustments. The discontinuity between stations FZ1995.located in North Carolina and those in adjacent states FZ1995.which have been adjusted to the HARN may be as much as 5 FZ1995.decimeters. This will result in a significant loss of accuracy FZ1995.over lines crossing such state borders. FZ1995 FZ1995 FZ1995.The horizontal coordinates were established by classical geodetic methods FZ1995.and adjusted by the National Geodetic Survey in July 1986. FZ1995 FZ1995.The NAVD 88 height was computed by applying the VERTCON shift value to FZ1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ1995 FZ1995.The Laplace correction was computed from DEFLEC99 derived deflections. FZ1995 FZ1995.The geoid height was determined by GEOID03. FZ1995 FZ1995; North East Units Scale Factor Converg. FZ1995;SPC NC - 293,059.689 390,222.781 MT 1.00006218 -1 24 39.4 FZ1995;SPC NC - 961,480.00 1,280,255.91 sFT 1.00006218 -1 24 39.4 FZ1995;UTM 17 - 4,024,781.310 460,116.317 MT 0.99961960 -0 15 49.1 FZ1995 FZ1995! - Elev Factor x Scale Factor = Combined Factor FZ1995!SPC NC - 0.99985342 x 1.00006218 = 0.99991559 FZ1995!UTM 17 - 0.99985342 x 0.99961960 = 0.99947308 FZ1995 FZ1995: Primary Azimuth Mark Grid Az FZ1995:SPC NC - JEFFLOOK 161 23 01.5 FZ1995:UTM 17 - JEFFLOOK 160 14 11.2 FZ1995 FZ1995|---------------------------------------------------------------------| FZ1995| PID Reference Object Distance Geod. Az | FZ1995| dddmmss.s | FZ1995| FZ1997 JEFFLOOK APPROX. 8.6 KM 1595822.1 | FZ1995|---------------------------------------------------------------------| FZ1995 FZ1995 SUPERSEDED SURVEY CONTROL FZ1995 FZ1995 NAD 27 - 36 22 01.85184(N) 081 26 41.16874(W) AD( ) 2 FZ1995 NGVD 29 (07/19/86) 965.6 (m) 3168. (f) VERT ANG FZ1995 FZ1995.Superseded values are not recommended for survey control. FZ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1995.See file dsdata.txt to determine how the superseded data were derived. FZ1995 FZ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6011624781(NAD 83) FZ1995_MARKER: DE = TRAVERSE STATION DISK FZ1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ1995_MAGNETIC: N = NO MAGNETIC MATERIAL FZ1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1995+STABILITY: SURFACE MOTION FZ1995 FZ1995 HISTORY - Date Condition Report By FZ1995 HISTORY - 1971 MONUMENTED NCGS FZ1995 HISTORY - 1979 GOOD NCGS FZ1995 FZ1995 STATION DESCRIPTION FZ1995 FZ1995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FZ1995'OTHELLO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FZ1995'THE VICINITY OF A SMALL COMMUNITY OF OTHELLO, NORTH CAROLINA. FZ1995' FZ1995'OTHELLO IS LOCATED IN THE COMMUNITY OF OTHELLO AND 3.6 MILES WEST OF FZ1995'JEFFERSON. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 163 FZ1995'AND SR 1159 (BOGGS RD. LEADING TO A METHODIST CAMP FROM NORTH FZ1995'BEAVER BAPTIST CHURCH). GO NORTH ALONG SR 1159 FOR 0.3 MILE TO TOP FZ1995'OF HILL AT A DRIVEWAY NORTH TO THE WADE COX FZ1995'RESIDENCE, TURN LEFT AND GO NORTH ALONG THE DRIVE FOR FZ1995'APPROXIMATELY 0.1 MILE TO A GATE. GO THROUGH GATE AND FZ1995'FOLLOW FIELD ROAD NORTHWEST APPROXIMATELY 0.1 MILE TO A SECOND FZ1995'PASTURE GATE. AND STATION, WHICH IS 235 FEET NORTH OF A GATE NEAR FZ1995'THE CENTER LINE OF A FIELD TRAIL. FZ1995' FZ1995'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED OTHELLO FZ1995'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FZ1995'INCH BELOW THE GROUND. FZ1995' FZ1995'MARK IS FZ1995'231.5 FEET NE OF ALUMINUM REF. TAG ON CORNER FENCE POST LEADING FZ1995'INTO PASTURE. FZ1995'165.7 FEET SE OF ALUMINUM REF. TAG ON T CORNER POST OF PASTURE. FZ1995'343.9 FEET S OF ALUMINUM REF. TAG ON 24 INCH BIRCH TREE. FZ1995 FZ1995 STATION RECOVERY (1979) FZ1995 FZ1995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ1995'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2597 *********************************************************************** FZ2597 DESIGNATION - PEAK FZ2597 PID - FZ2597 FZ2597 STATE/COUNTY- NC/ASHE FZ2597 USGS QUAD - LAUREL SPRINGS (1996) FZ2597 FZ2597 *CURRENT SURVEY CONTROL FZ2597 ___________________________________________________________________ FZ2597* NAD 83(1986)- 36 24 36.53395(N) 081 21 36.08642(W) ADJUSTED FZ2597* NAVD 88 - 1179.5 (meters) 3870. (feet) VERTCON FZ2597 ___________________________________________________________________ FZ2597 LAPLACE CORR- -4.62 (seconds) DEFLEC99 FZ2597 GEOID HEIGHT- -31.55 (meters) GEOID03 FZ2597 FZ2597 HORZ ORDER - SECOND FZ2597 FZ2597.The North Carolina HARNS have been completed but, FZ2597.due to contractual restrictions, coordinates for these stations FZ2597.will NOT be published in the near future. In the interim, the FZ2597.published coordinates in North Carolina will not be FZ2597.consistent with the Continuously Operating Reference Stations FZ2597.(CORS). The HARN coordinates for these stations are available FZ2597.upon request. Contact Gary Thompson(919-733-3836). FZ2597. FZ2597.In addition, the published North Carolina positions FZ2597.(NAD 83 (1986)) are NOT consistent with those determined in FZ2597.adjacent state readjustments. The discontinuity between stations FZ2597.located in North Carolina and those in adjacent states FZ2597.which have been adjusted to the HARN may be as much as 5 FZ2597.decimeters. This will result in a significant loss of accuracy FZ2597.over lines crossing such state borders. FZ2597 FZ2597 FZ2597.The horizontal coordinates were established by classical geodetic methods FZ2597.and adjusted by the National Geodetic Survey in February 1991. FZ2597 FZ2597.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2597 FZ2597.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2597 FZ2597.The geoid height was determined by GEOID03. FZ2597 FZ2597; North East Units Scale Factor Converg. FZ2597;SPC NC - 297,628.822 397,923.671 MT 1.00007706 -1 21 43.7 FZ2597;SPC NC - 976,470.56 1,305,521.24 sFT 1.00007706 -1 21 43.7 FZ2597;UTM 17 - 4,029,501.655 467,720.680 MT 0.99961284 -0 12 49.3 FZ2597 FZ2597! - Elev Factor x Scale Factor = Combined Factor FZ2597!SPC NC - 0.99981987 x 1.00007706 = 0.99989692 FZ2597!UTM 17 - 0.99981987 x 0.99961284 = 0.99943278 FZ2597 FZ2597 SUPERSEDED SURVEY CONTROL FZ2597 FZ2597 NGVD 29 (02/11/91) 1179.6 (m) 3870. (f) VERT ANG FZ2597 FZ2597.Superseded values are not recommended for survey control. FZ2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2597.See file dsdata.txt to determine how the superseded data were derived. FZ2597 FZ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6772129502(NAD 83) FZ2597_MARKER: DE = TRAVERSE STATION DISK FZ2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2597_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2597+STABILITY: SURFACE MOTION FZ2597 FZ2597 HISTORY - Date Condition Report By FZ2597 HISTORY - 1979 MONUMENTED NCGS FZ2597 FZ2597 STATION DESCRIPTION FZ2597 FZ2597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2597'THE STATION IS LOCATED APPROXIMATELY 5.5. MILES WEST OF LAUREL SPRINGS FZ2597'(ALLEGHANY COUNTY) AND 6.0 MILES EAST OF JEFFERSON LOCATED ON THE FZ2597'SUMMIT OF THE PEAK. FZ2597' FZ2597'TO REACH THE STATION FROM THE JUNCTION OF US 221, NC 88 AND NC 16, 1.5 FZ2597'MILES EAST OF JEFFERSON, PROCEED SOUTHEAST ALONG NC 88 FOR 6.65 MILES FZ2597'TO SR 1597 (LOW GAP CHURCH ROAD) ON LEFT, THENCE NORTHEAST ALONG SR FZ2597'1597 FOR 0.55 MILE TO GRAVEL DRIVE ON LEFT, THENCE NORTH ALONG DRIVE FZ2597'FOR 0.2 MILE TO INTERSECTION WITH GRAVEL ROAD ON LEFT, THENCE FZ2597'NORTHERLY ALONG ROAD FOR 1.25 MILES TO SUMMIT OF--THE PEAK--AND FZ2597'STATION. FZ2597' FZ2597'STATION MARK IS A STANDARD DISK STAMPED---PEAK 1979---SET IN TOP OF A FZ2597'10 INCH CONCRETE CYLINDER, PROJECTING 3 INCHES ABOVE GROUND SURFACE. FZ2597'THE MARK IS 14.9 FEET SOUTH OF 3 INCH PEACH, 71.2 FEET EAST OF 5 INCH FZ2597'PEACH, AND 60.0 FEET NORTH OF 4 INCH FORKED LOCUST ALL WITH REFERENCE FZ2597'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2598 *********************************************************************** FZ2598 DESIGNATION - PHIPPS FZ2598 PID - FZ2598 FZ2598 STATE/COUNTY- NC/ASHE FZ2598 USGS QUAD - JEFFERSON (1998) FZ2598 FZ2598 *CURRENT SURVEY CONTROL FZ2598 ___________________________________________________________________ FZ2598* NAD 83(1986)- 36 28 17.36287(N) 081 23 44.25449(W) ADJUSTED FZ2598* NAVD 88 - 905.3 (meters) 2970. (feet) VERTCON FZ2598 ___________________________________________________________________ FZ2598 LAPLACE CORR- -4.59 (seconds) DEFLEC99 FZ2598 GEOID HEIGHT- -31.31 (meters) GEOID03 FZ2598 FZ2598 HORZ ORDER - SECOND FZ2598 FZ2598.The North Carolina HARNS have been completed but, FZ2598.due to contractual restrictions, coordinates for these stations FZ2598.will NOT be published in the near future. In the interim, the FZ2598.published coordinates in North Carolina will not be FZ2598.consistent with the Continuously Operating Reference Stations FZ2598.(CORS). The HARN coordinates for these stations are available FZ2598.upon request. Contact Gary Thompson(919-733-3836). FZ2598. FZ2598.In addition, the published North Carolina positions FZ2598.(NAD 83 (1986)) are NOT consistent with those determined in FZ2598.adjacent state readjustments. The discontinuity between stations FZ2598.located in North Carolina and those in adjacent states FZ2598.which have been adjusted to the HARN may be as much as 5 FZ2598.decimeters. This will result in a significant loss of accuracy FZ2598.over lines crossing such state borders. FZ2598 FZ2598 FZ2598.The horizontal coordinates were established by classical geodetic methods FZ2598.and adjusted by the National Geodetic Survey in February 1991. FZ2598 FZ2598.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2598 FZ2598.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2598 FZ2598.The geoid height was determined by GEOID03. FZ2598 FZ2598; North East Units Scale Factor Converg. FZ2598;SPC NC - 304,510.808 394,895.280 MT 1.00009935 -1 22 57.7 FZ2598;SPC NC - 999,049.21 1,295,585.60 sFT 1.00009935 -1 22 57.7 FZ2598;UTM 17 - 4,036,318.354 464,556.519 MT 0.99961548 -0 14 06.6 FZ2598 FZ2598! - Elev Factor x Scale Factor = Combined Factor FZ2598!SPC NC - 0.99986286 x 1.00009935 = 0.99996219 FZ2598!UTM 17 - 0.99986286 x 0.99961548 = 0.99947839 FZ2598 FZ2598 SUPERSEDED SURVEY CONTROL FZ2598 FZ2598 NGVD 29 (02/11/91) 905.4 (m) 2970. (f) VERT ANG FZ2598 FZ2598.Superseded values are not recommended for survey control. FZ2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2598.See file dsdata.txt to determine how the superseded data were derived. FZ2598 FZ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6455736318(NAD 83) FZ2598_MARKER: DE = TRAVERSE STATION DISK FZ2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2598_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2598+STABILITY: SURFACE MOTION FZ2598 FZ2598 HISTORY - Date Condition Report By FZ2598 HISTORY - 1979 MONUMENTED NCGS FZ2598 FZ2598 STATION DESCRIPTION FZ2598 FZ2598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2598'THE STATION IS LOCATED ALONG NC 16, APPROXIMATELY 2.2 MILES SOUTH OF FZ2598'CRUMPLER AND 5.5 MILES NORTHEAST OF JEFFERSON. FZ2598' FZ2598'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 FZ2598'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 5.1 MILES TO FZ2598'STATION ON RIGHT AT TOP OF AN 8 FOOT CUT AND 0.2 MILE SOUTH OF SR 1574 FZ2598'(SHATLEY SPRINGS ROAD) ENTRANCE. FZ2598' FZ2598'STATION MARK IS A STANDARD DISK STAMPED---PHIPPS 1979---SET IN TOP OF FZ2598'A 10 INCH CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE GROUND SURFACE. FZ2598'THE MARK IS 38.8 FEET EAST OF CENTERLINE OF NC 16, 38.5 FEET NORTHWEST FZ2598'OF 17 INCH OAK WITH REFERENCE TAG, 42.4 FEET SOUTH-SOUTHWEST OF 8 INCH FZ2598'PINE WITH REFERENCE TAG, AND 135.2 FEET SOUTH OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2599 *********************************************************************** FZ2599 DESIGNATION - PHOENIX FZ2599 PID - FZ2599 FZ2599 STATE/COUNTY- NC/ASHE FZ2599 USGS QUAD - JEFFERSON (1998) FZ2599 FZ2599 *CURRENT SURVEY CONTROL FZ2599 ___________________________________________________________________ FZ2599* NAD 83(1986)- 36 27 34.80038(N) 081 28 39.80368(W) ADJUSTED FZ2599* NAVD 88 - 1379.2 (meters) 4525. (feet) VERTCON FZ2599 ___________________________________________________________________ FZ2599 LAPLACE CORR- -3.63 (seconds) DEFLEC99 FZ2599 GEOID HEIGHT- -31.13 (meters) GEOID03 FZ2599 FZ2599 HORZ ORDER - SECOND FZ2599 FZ2599.The North Carolina HARNS have been completed but, FZ2599.due to contractual restrictions, coordinates for these stations FZ2599.will NOT be published in the near future. In the interim, the FZ2599.published coordinates in North Carolina will not be FZ2599.consistent with the Continuously Operating Reference Stations FZ2599.(CORS). The HARN coordinates for these stations are available FZ2599.upon request. Contact Gary Thompson(919-733-3836). FZ2599. FZ2599.In addition, the published North Carolina positions FZ2599.(NAD 83 (1986)) are NOT consistent with those determined in FZ2599.adjacent state readjustments. The discontinuity between stations FZ2599.located in North Carolina and those in adjacent states FZ2599.which have been adjusted to the HARN may be as much as 5 FZ2599.decimeters. This will result in a significant loss of accuracy FZ2599.over lines crossing such state borders. FZ2599 FZ2599 FZ2599.The horizontal coordinates were established by classical geodetic methods FZ2599.and adjusted by the National Geodetic Survey in February 1991. FZ2599 FZ2599.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2599 FZ2599.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2599 FZ2599.The geoid height was determined by GEOID03. FZ2599 FZ2599; North East Units Scale Factor Converg. FZ2599;SPC NC - 303,379.733 387,506.165 MT 1.00009497 -1 25 48.2 FZ2599;SPC NC - 995,338.34 1,271,343.14 sFT 1.00009497 -1 25 48.2 FZ2599;UTM 17 - 4,035,040.225 457,195.044 MT 0.99962257 -0 17 02.0 FZ2599 FZ2599! - Elev Factor x Scale Factor = Combined Factor FZ2599!SPC NC - 0.99978847 x 1.00009497 = 0.99988342 FZ2599!UTM 17 - 0.99978847 x 0.99962257 = 0.99941112 FZ2599 FZ2599 SUPERSEDED SURVEY CONTROL FZ2599 FZ2599 NGVD 29 (02/11/91) 1379.3 (m) 4525. (f) VERT ANG FZ2599 FZ2599.Superseded values are not recommended for survey control. FZ2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2599.See file dsdata.txt to determine how the superseded data were derived. FZ2599 FZ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5719535040(NAD 83) FZ2599_MARKER: DE = TRAVERSE STATION DISK FZ2599_SETTING: 66 = SET IN ROCK OUTCROP FZ2599_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2599_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2599+STABILITY: POSITION/ELEVATION WELL FZ2599 FZ2599 HISTORY - Date Condition Report By FZ2599 HISTORY - 1979 MONUMENTED NCGS FZ2599 FZ2599 STATION DESCRIPTION FZ2599 FZ2599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2599'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF JEFFERSON AND FZ2599'4.0 MILES NORTH-NORTHEAST OF WEST JEFFERSON ALONG PHOENIX MOUNTAIN. FZ2599' FZ2599'TO REACH THE STATION FROM THE INTERSECTION OF THE US 221, NC 88, FZ2599'AND SR 1537 IN JEFFERSON, PROCEED NORTHEAST ALONG SR 1573 FOR 2.05 FZ2599'MILES TO SR 1512 ON LEFT, THENCE NORTHWEST ALONG SR 1512 FOR 1.2 MILES FZ2599'TO END OF STATE MAINTAINENCE AND GATE. CONTINUE NORTHWEST THROUGH FZ2599'GATE ALONG DIRT ROAD FOR 1.35 MILES TO END OF ROAD AT RIDGE, THENCE ON FZ2599'FOOT WEST ALONG RIDGE FOR APPROXIMATELY 150 FEET TO STATION IN A FLAT FZ2599'AREA APPROXIMATELY 6 FEET SQUARE, WHERE RIDGE BECOMES JAGGED WITH FZ2599'OUTCROPS TO THE WEST. FZ2599' FZ2599'STATION MARK IS A STANDARD DISK STAMPED---PHOENIX 1979---SET FLUSH IN FZ2599'DRILLED HOLE IN ROCK OUTCROP. THE MARK IS 14.0 FEET NORTH-NORTHWEST FZ2599'OF 4 INCH FORKED SCRUB OAK WITH REFERENCE TAG, 15.7 FEET SOUTHWEST OF FZ2599'4 INCH SPRUCE, AND 19.5 FEET WEST OF 3 INCH BIRCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2903 *********************************************************************** FZ2903 DESIGNATION - PHOENIX BLUE RIDGE REA TOWER FZ2903 PID - FZ2903 FZ2903 STATE/COUNTY- NC/ASHE FZ2903 USGS QUAD - JEFFERSON (1998) FZ2903 FZ2903 *CURRENT SURVEY CONTROL FZ2903 ___________________________________________________________________ FZ2903* NAD 83(1986)- 36 27 40.78594(N) 081 29 18.16736(W) ADJUSTED FZ2903* NAVD 88 - FZ2903 ___________________________________________________________________ FZ2903 LAPLACE CORR- -2.66 (seconds) DEFLEC99 FZ2903 GEOID HEIGHT- -31.10 (meters) GEOID03 FZ2903 FZ2903 HORZ ORDER - THIRD FZ2903 FZ2903.The North Carolina HARNS have been completed but, FZ2903.due to contractual restrictions, coordinates for these stations FZ2903.will NOT be published in the near future. In the interim, the FZ2903.published coordinates in North Carolina will not be FZ2903.consistent with the Continuously Operating Reference Stations FZ2903.(CORS). The HARN coordinates for these stations are available FZ2903.upon request. Contact Gary Thompson(919-733-3836). FZ2903. FZ2903.In addition, the published North Carolina positions FZ2903.(NAD 83 (1986)) are NOT consistent with those determined in FZ2903.adjacent state readjustments. The discontinuity between stations FZ2903.located in North Carolina and those in adjacent states FZ2903.which have been adjusted to the HARN may be as much as 5 FZ2903.decimeters. This will result in a significant loss of accuracy FZ2903.over lines crossing such state borders. FZ2903 FZ2903 FZ2903.The horizontal coordinates were established by classical geodetic methods FZ2903.and adjusted by the National Geodetic Survey in September 1993. FZ2903 FZ2903 FZ2903.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2903 FZ2903.The geoid height was determined by GEOID03. FZ2903 FZ2903; North East Units Scale Factor Converg. FZ2903;SPC NC - 303,588.086 386,555.768 MT 1.00009558 -1 26 10.4 FZ2903;SPC NC - 996,021.91 1,268,225.05 sFT 1.00009558 -1 26 10.4 FZ2903;UTM 17 - 4,035,229.438 456,241.120 MT 0.99962359 -0 17 24.9 FZ2903 FZ2903 SUPERSEDED SURVEY CONTROL FZ2903 FZ2903.No superseded survey control is available for this station. FZ2903 FZ2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5624135229(NAD 83) FZ2903_MARKER: 45 = MICROWAVE TOWER FZ2903_MARK LOGO: NCGS FZ2903 FZ2903 HISTORY - Date Condition Report By FZ2903 HISTORY - 1984 FIRST OBSERVED NCGS FZ2903 HISTORY - 19910828 GOOD NCGS FZ2903 FZ2903 STATION DESCRIPTION FZ2903 FZ2903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2903'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST OF WARRENSVILLE AND 3.0 FZ2903'MI (4.8 KM) NORTH-NORTHWEST OF JEFFERSON, ON THE WEST END AND HIGHEST FZ2903'SUMMIT OF PHOENIX MOUNTAIN. THE PHOENIX BLUE RIDGE REA TOWER IS A FZ2903'FOUR-LEGGED TOWER PAINTED RED AND WHITE. POINT INTERSECTED WAS FZ2903'CENTER OF TOWER. FZ2903 FZ2903 STATION RECOVERY (1991) FZ2903 FZ2903'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2903'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2600 *********************************************************************** FZ2600 DESIGNATION - PLEASANT FZ2600 PID - FZ2600 FZ2600 STATE/COUNTY- NC/ASHE FZ2600 USGS QUAD - GRASSY CREEK (1978) FZ2600 FZ2600 *CURRENT SURVEY CONTROL FZ2600 ___________________________________________________________________ FZ2600* NAD 83(1986)- 36 33 10.09929(N) 081 25 18.66532(W) ADJUSTED FZ2600* NAVD 88 - 870.9 (meters) 2857. (feet) VERTCON FZ2600 ___________________________________________________________________ FZ2600 LAPLACE CORR- -3.96 (seconds) DEFLEC99 FZ2600 GEOID HEIGHT- -31.14 (meters) GEOID03 FZ2600 FZ2600 HORZ ORDER - SECOND FZ2600 FZ2600.The North Carolina HARNS have been completed but, FZ2600.due to contractual restrictions, coordinates for these stations FZ2600.will NOT be published in the near future. In the interim, the FZ2600.published coordinates in North Carolina will not be FZ2600.consistent with the Continuously Operating Reference Stations FZ2600.(CORS). The HARN coordinates for these stations are available FZ2600.upon request. Contact Gary Thompson(919-733-3836). FZ2600. FZ2600.In addition, the published North Carolina positions FZ2600.(NAD 83 (1986)) are NOT consistent with those determined in FZ2600.adjacent state readjustments. The discontinuity between stations FZ2600.located in North Carolina and those in adjacent states FZ2600.which have been adjusted to the HARN may be as much as 5 FZ2600.decimeters. This will result in a significant loss of accuracy FZ2600.over lines crossing such state borders. FZ2600 FZ2600 FZ2600.The horizontal coordinates were established by classical geodetic methods FZ2600.and adjusted by the National Geodetic Survey in February 1991. FZ2600 FZ2600.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2600 FZ2600.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2600 FZ2600.The geoid height was determined by GEOID03. FZ2600 FZ2600; North East Units Scale Factor Converg. FZ2600;SPC NC - 313,589.670 392,765.476 MT 1.00013069 -1 23 52.2 FZ2600;SPC NC - 1,028,835.44 1,288,598.07 sFT 1.00013069 -1 23 52.2 FZ2600;SPC VA S - 1,028,404.153 3,238,435.780 MT 1.00004569 -1 46 24.0 FZ2600;UTM 17 - 4,045,348.260 462,246.548 MT 0.99961756 -0 15 04.5 FZ2600 FZ2600! - Elev Factor x Scale Factor = Combined Factor FZ2600!SPC NC - 0.99986822 x 1.00013069 = 0.99999889 FZ2600!SPC VA S - 0.99986822 x 1.00004569 = 0.99991390 FZ2600!UTM 17 - 0.99986822 x 0.99961756 = 0.99948583 FZ2600 FZ2600 SUPERSEDED SURVEY CONTROL FZ2600 FZ2600 NGVD 29 (02/11/91) 871.0 (m) 2858. (f) VERT ANG FZ2600 FZ2600.Superseded values are not recommended for survey control. FZ2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2600.See file dsdata.txt to determine how the superseded data were derived. FZ2600 FZ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6224745348(NAD 83) FZ2600_MARKER: DE = TRAVERSE STATION DISK FZ2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2600_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2600+STABILITY: SURFACE MOTION FZ2600 FZ2600 HISTORY - Date Condition Report By FZ2600 HISTORY - 1979 MONUMENTED NCGS FZ2600 FZ2600 STATION DESCRIPTION FZ2600 FZ2600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2600'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF GRASSY FZ2600'CREEK AND 9.5 MILES NORTH-NORTHEAST OF JEFFERSON AONG NC 16 NEAR MT. FZ2600'PLEASANT CHURCH. FZ2600' FZ2600'TO REACH THE STATION FROM THE FIRST INTERSECTION NORTH OF THE NC/VA FZ2600'STATE LINE ALONG NC 16, AT GRASSY CREEK, PROCEED SOUTHWEST ALONG NC 16 FZ2600'FOR 2.2. MILES TO STATION IN THE RIGHT SHOULDER ON PROLONGATION OF MT. FZ2600'PLEASANT CHURCH DRIVEWAY ENTRANCE. FZ2600' FZ2600'STATION MARK IS A STANDARD DISK STAMPED---PLEASANT 1979---SET IN TOP FZ2600'OF A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE FZ2600'MARK IS 16.2 FEET NORTHWEST OF CENTERLINE OF NC 16, 16.2 FEET FZ2600'NORTHWEST OF CENTERLINE INTERSECTION OF NC 16 AND CHURCH DRIVEWAY, FZ2600'40.2 FEET SOUTHEAST OF TELEPHONE POLE WITH REFERENCE TAG AND FZ2600'54.1 FEET NORTH-NORTHEAST OF NORTH END OF METAL CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2161 *********************************************************************** FZ2161 DESIGNATION - POND MOUNTAIN FZ2161 PID - FZ2161 FZ2161 STATE/COUNTY- NC/ASHE FZ2161 USGS QUAD - GRAYSON (1976) FZ2161 FZ2161 *CURRENT SURVEY CONTROL FZ2161 ___________________________________________________________________ FZ2161* NAD 83(1986)- 36 34 38.28002(N) 081 39 06.71579(W) ADJUSTED FZ2161* NAVD 88 - 1501.7 (meters) 4927. (feet) VERTCON FZ2161 ___________________________________________________________________ FZ2161 LAPLACE CORR- -0.33 (seconds) DEFLEC99 FZ2161 GEOID HEIGHT- -30.77 (meters) GEOID03 FZ2161 FZ2161 HORZ ORDER - SECOND FZ2161 FZ2161.The North Carolina HARNS have been completed but, FZ2161.due to contractual restrictions, coordinates for these stations FZ2161.will NOT be published in the near future. In the interim, the FZ2161.published coordinates in North Carolina will not be FZ2161.consistent with the Continuously Operating Reference Stations FZ2161.(CORS). The HARN coordinates for these stations are available FZ2161.upon request. Contact Gary Thompson(919-733-3836). FZ2161. FZ2161.In addition, the published North Carolina positions FZ2161.(NAD 83 (1986)) are NOT consistent with those determined in FZ2161.adjacent state readjustments. The discontinuity between stations FZ2161.located in North Carolina and those in adjacent states FZ2161.which have been adjusted to the HARN may be as much as 5 FZ2161.decimeters. This will result in a significant loss of accuracy FZ2161.over lines crossing such state borders. FZ2161 FZ2161 FZ2161.The horizontal coordinates were established by classical geodetic methods FZ2161.and adjusted by the National Geodetic Survey in July 1986. FZ2161 FZ2161.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2161 FZ2161.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2161 FZ2161.The geoid height was determined by GEOID03. FZ2161 FZ2161; North East Units Scale Factor Converg. FZ2161;SPC NC - 316,833.501 372,248.919 MT 1.00014053 -1 31 50.1 FZ2161;SPC NC - 1,039,477.91 1,221,286.66 sFT 1.00014053 -1 31 50.1 FZ2161;SPC VA S - 1,031,783.291 3,217,943.030 MT 1.00003976 -1 54 46.6 FZ2161;SPC TN - 257,618.068 989,051.192 MT 1.00003244 +2 32 44.1 FZ2161;SPC TN - 845,201.94 3,244,912.12 sFT 1.00003244 +2 32 44.1 FZ2161;UTM 17 - 4,048,180.260 441,679.725 MT 0.99964190 -0 23 18.5 FZ2161 FZ2161! - Elev Factor x Scale Factor = Combined Factor FZ2161!SPC NC - 0.99976920 x 1.00014053 = 0.99990970 FZ2161!SPC VA S - 0.99976920 x 1.00003976 = 0.99980895 FZ2161!SPC TN - 0.99976920 x 1.00003244 = 0.99980164 FZ2161!UTM 17 - 0.99976920 x 0.99964190 = 0.99941119 FZ2161 FZ2161: Primary Azimuth Mark Grid Az FZ2161:SPC NC - GLENN 282 46 50.8 FZ2161:SPC VA S - GLENN 283 09 47.3 FZ2161:SPC TN - GLENN 278 42 16.6 FZ2161:UTM 17 - GLENN 281 38 19.2 FZ2161 FZ2161|---------------------------------------------------------------------| FZ2161| PID Reference Object Distance Geod. Az | FZ2161| dddmmss.s | FZ2161| FZ2158 GLENN APPROX. 2.3 KM 2811500.7 | FZ2161|---------------------------------------------------------------------| FZ2161 FZ2161 SUPERSEDED SURVEY CONTROL FZ2161 FZ2161 NAD 27 - 36 34 37.85246(N) 081 39 07.30607(W) AD( ) 2 FZ2161 NGVD 29 (10/27/97) 1501.7 (m) 4927. (f) VERT ANG FZ2161 FZ2161.Superseded values are not recommended for survey control. FZ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2161.See file dsdata.txt to determine how the superseded data were derived. FZ2161 FZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4168048180(NAD 83) FZ2161_MARKER: DE = TRAVERSE STATION DISK FZ2161_SETTING: 66 = SET IN ROCK OUTCROP FZ2161_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2161_STAMPING: POND MTN 1971 FZ2161_MARK LOGO: NCGS FZ2161_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2161+STABILITY: POSITION/ELEVATION WELL FZ2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2161+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991 FZ2161 FZ2161 HISTORY - Date Condition Report By FZ2161 HISTORY - 1971 MONUMENTED NCGS FZ2161 HISTORY - 1971 GOOD NCGS FZ2161 HISTORY - 1979 GOOD NCGS FZ2161 HISTORY - 19910724 GOOD NCGS FZ2161 FZ2161 STATION DESCRIPTION FZ2161 FZ2161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FZ2161'POND MIN. IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FZ2161'IN THE VICINITY OF WHITE TOP, VIRGINIA. FZ2161' FZ2161'POND MTN. IS LOCATED APPROXIMATELY 2.0 MILES SOUTHWEST OF WHITE TOP, FZ2161'VIRGINIA. TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 726 FZ2161'AND SR 755 IN WHITETOP, VIRGINIA. CROSS N AND W RAILROAD AND FZ2161'TURN RIGHT ALONG SR 755 FOR 1.8 MILES TO END OF ROAD, TURN LEFT FZ2161'THROUGH GATE AND ACROSS BRIDGE PAST VON PHILLIPS RESIDENCE AND GO FZ2161'SOUTH AND SOUTHWEST FOR 2.0 MILES ALONG ROAD THAT GENERALLY FZ2161'PARALLELS A SMALL STREAM, THROUGH FOUR GATES TO A SADDLE BETWEEN FZ2161'STONE MOUNTAIN AND POND MOUNTAIN, TURN LEFT THROUGH A GATE AND GO FZ2161'SOUTHEAST AND EAST UP POND MOUNTAIN, FOR 0.7 MILE TO A SADDLE IN A FZ2161'PASTURE, TURN LEFT OF OF TRAIL AND GO APPROXIMATELY 0.1 MILE FZ2161'NORTHEAST TO NORTHEAST CORNER OF PASTURE NEAR AN EAST-WEST FZ2161'TIMBERLINE AND STATION. FZ2161' FZ2161'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED POND FZ2161'MTN. 1971, SET IN THE TOP OF A SMALL ROCK OUTCROP IN A DRILL HOLE, FZ2161'WHICH IS FLUSH WITH THE GROUND. FZ2161' FZ2161'MARK IS FZ2161'78.0 FEET S OF ALUMINUM REF. TAG ON T CORNER FENCE POST. FZ2161'7.5 FEET SSW OF ALUMINUM REF. TAG ON FENCE POST OF PASTURE FZ2161'DIVIDER FENCE. FZ2161'7.9 FEET E OF ALUMINUM REF. TAG ON FENCE POST OF PASTURE FZ2161'DIVIDER FENCE. FZ2161 FZ2161 STATION RECOVERY (1971) FZ2161 FZ2161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 FZ2161'RECOVERED IN GOOD CONDITION. FZ2161 FZ2161 STATION RECOVERY (1979) FZ2161 FZ2161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2161'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FZ2161 FZ2161 STATION RECOVERY (1991) FZ2161 FZ2161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2161'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI6471 *********************************************************************** AI6471 DESIGNATION - RASH AZ MK AI6471 PID - AI6471 AI6471 STATE/COUNTY- NC/ASHE AI6471 USGS QUAD - WARRENSVILLE (1966) AI6471 AI6471 *CURRENT SURVEY CONTROL AI6471 ___________________________________________________________________ AI6471* NAD 83(1986)- 36 23 15.14988(N) 081 32 40.81262(W) ADJUSTED AI6471* NAVD 88 - 1096.3 (meters) 3597. (feet) VERT ANG AI6471 ___________________________________________________________________ AI6471 LAPLACE CORR- -6.12 (seconds) DEFLEC99 AI6471 GEOID HEIGHT- -31.05 (meters) GEOID03 AI6471 AI6471 HORZ ORDER - SECOND AI6471 AI6471.The North Carolina HARNS have been completed but, AI6471.due to contractual restrictions, coordinates for these stations AI6471.will NOT be published in the near future. In the interim, the AI6471.published coordinates in North Carolina will not be AI6471.consistent with the Continuously Operating Reference Stations AI6471.(CORS). The HARN coordinates for these stations are available AI6471.upon request. Contact Gary Thompson(919-733-3836). AI6471. AI6471.In addition, the published North Carolina positions AI6471.(NAD 83 (1986)) are NOT consistent with those determined in AI6471.adjacent state readjustments. The discontinuity between stations AI6471.located in North Carolina and those in adjacent states AI6471.which have been adjusted to the HARN may be as much as 5 AI6471.decimeters. This will result in a significant loss of accuracy AI6471.over lines crossing such state borders. AI6471 AI6471 AI6471.The horizontal coordinates were established by classical geodetic methods AI6471.and adjusted by the National Geodetic Survey in July 2000. AI6471 AI6471.The orthometric height was determined by vertical angle observations. AI6471 AI6471.The Laplace correction was computed from DEFLEC99 derived deflections. AI6471 AI6471.The geoid height was determined by GEOID03. AI6471 AI6471; North East Units Scale Factor Converg. AI6471;SPC NC - 295,530.008 381,301.403 MT 1.00006914 -1 28 07.3 AI6471;SPC NC - 969,584.70 1,250,986.35 sFT 1.00006914 -1 28 07.3 AI6471;UTM 17 - 4,027,071.623 451,151.256 MT 0.99962940 -0 19 23.3 AI6471 AI6471! - Elev Factor x Scale Factor = Combined Factor AI6471!SPC NC - 0.99983285 x 1.00006914 = 0.99990198 AI6471!UTM 17 - 0.99983285 x 0.99962940 = 0.99946231 AI6471 AI6471 SUPERSEDED SURVEY CONTROL AI6471 AI6471.No superseded survey control is available for this station. AI6471 AI6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5115127072(NAD 83) AI6471_MARKER: DZ = AZIMUTH MARK DISK AI6471_SETTING: 66 = SET IN ROCK OUTCROP AI6471_STAMPING: RASH 1997 AI6471_MARK LOGO: NCGS AI6471_MAGNETIC: N = NO MAGNETIC MATERIAL AI6471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI6471+STABILITY: POSITION/ELEVATION WELL AI6471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AI6471+SATELLITE: SATELLITE OBSERVATIONS - 1997 AI6471 AI6471 HISTORY - Date Condition Report By AI6471 HISTORY - 1997 MONUMENTED NCGS AI6471 AI6471 STATION DESCRIPTION AI6471 AI6471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) AI6471'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST-SOUTHWEST OF JEFFERSON AI6471'AND 2.1 MI (3.4 KM) SOUTH-SOUTHEAST OF TREE TOP. PROCEED ALONG NC-194 AI6471'FOR 1.0 MI (1.6 KM) NORTHWEST FROM NC-88, NEAR WEST JEFFERSON, TO SR AI6471'1131- (BUFFALO RD) , THENCE SOUTHWEST ALONG SR-1131 FOR 2.0 MI (3.2 AI6471'KM) TO SR 1133- (CENTRAL BUFFALO RD) , THENCE SOUTHEAST ALONG SR-1133 AI6471'FOR 0.55 MI (0.89 KM) TO SR 1133- (BUCK MOUNTAIN RD) , THENCE AI6471'NORTHWEST ALONG BUCK MOUNTAIN RD FOR 0.55 MI (0.89 KM) TO SR 1138- AI6471'(BALD MOUNTAIN RD) , THENCE SOUTH ALONG SR-1138 FOR 1.75 MI (2.82 KM) AI6471'TO SR 1139- (EDWARDS RD) THENCE WEST ALONG SR-1139 FOR 0.45 MI (0.72 AI6471'KM) TO A PASTURE ROAD, THENCE ALONG PASTURE ROAD FOR 0.25 MI (0.40 KM) AI6471'TO STATION IN ROCK OUTCROP AT THE NORTHEAST CORNER OF THE PASTURE. AI6471'MARK IS FLUSH WITH THE ROCK OUTCROP. LOCATED 3.5 FT (1.1 M) SOUTHWEST AI6471'OF A FENCE POST, 22.6 FT (6.9 M) SOUTHWEST OF A 24-INCH MAPLE, 10.5 FT AI6471'(3.2 M) NORTH-NORTHEAST OF A 10-INCH MAPLE AND 63.7 FT (19.4 M) EAST AI6471'OF A 24-INCH MAPLE ALL WITH REFERENCE TAGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2904 *********************************************************************** FZ2904 DESIGNATION - RAY FZ2904 PID - FZ2904 FZ2904 STATE/COUNTY- NC/ASHE FZ2904 USGS QUAD - TODD (1998) FZ2904 FZ2904 *CURRENT SURVEY CONTROL FZ2904 ___________________________________________________________________ FZ2904* NAD 83(1986)- 36 22 17.18337(N) 081 31 38.65279(W) ADJUSTED FZ2904* NAVD 88 - 1109.6 (meters) 3640. (feet) VERTCON FZ2904 ___________________________________________________________________ FZ2904 LAPLACE CORR- -6.35 (seconds) DEFLEC99 FZ2904 GEOID HEIGHT- -31.12 (meters) GEOID03 FZ2904 FZ2904 HORZ ORDER - SECOND FZ2904 FZ2904.The North Carolina HARNS have been completed but, FZ2904.due to contractual restrictions, coordinates for these stations FZ2904.will NOT be published in the near future. In the interim, the FZ2904.published coordinates in North Carolina will not be FZ2904.consistent with the Continuously Operating Reference Stations FZ2904.(CORS). The HARN coordinates for these stations are available FZ2904.upon request. Contact Gary Thompson(919-733-3836). FZ2904. FZ2904.In addition, the published North Carolina positions FZ2904.(NAD 83 (1986)) are NOT consistent with those determined in FZ2904.adjacent state readjustments. The discontinuity between stations FZ2904.located in North Carolina and those in adjacent states FZ2904.which have been adjusted to the HARN may be as much as 5 FZ2904.decimeters. This will result in a significant loss of accuracy FZ2904.over lines crossing such state borders. FZ2904 FZ2904 FZ2904.The horizontal coordinates were established by classical geodetic methods FZ2904.and adjusted by the National Geodetic Survey in September 1993. FZ2904 FZ2904.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2904 FZ2904.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2904 FZ2904.The geoid height was determined by GEOID03. FZ2904 FZ2904; North East Units Scale Factor Converg. FZ2904;SPC NC - 293,704.139 382,804.685 MT 1.00006359 -1 27 31.5 FZ2904;SPC NC - 963,594.33 1,255,918.37 sFT 1.00006359 -1 27 31.5 FZ2904;UTM 17 - 4,025,276.966 452,690.075 MT 0.99962758 -0 18 46.0 FZ2904 FZ2904! - Elev Factor x Scale Factor = Combined Factor FZ2904!SPC NC - 0.99983077 x 1.00006359 = 0.99989435 FZ2904!UTM 17 - 0.99983077 x 0.99962758 = 0.99945842 FZ2904 FZ2904 SUPERSEDED SURVEY CONTROL FZ2904 FZ2904 NGVD 29 (10/27/97) 1109.7 (m) 3641. (f) VERT ANG FZ2904 FZ2904.Superseded values are not recommended for survey control. FZ2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2904.See file dsdata.txt to determine how the superseded data were derived. FZ2904 FZ2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5269025277(NAD 83) FZ2904_MARKER: DH = HORIZONTAL CONTROL DISK FZ2904_SETTING: 66 = SET IN ROCK OUTCROP FZ2904_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2904_STAMPING: RAY 1984 FZ2904_MARK LOGO: NCGS FZ2904_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2904+STABILITY: POSITION/ELEVATION WELL FZ2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2904+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994 FZ2904 FZ2904 HISTORY - Date Condition Report By FZ2904 HISTORY - 1984 MONUMENTED NCGS FZ2904 HISTORY - 19940721 GOOD NCGS FZ2904 FZ2904 STATION DESCRIPTION FZ2904 FZ2904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2904'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF BALDWIN COMMUNITY FZ2904'AND 2.9 MI (4.7 KM) SOUTHWEST OF WEST JEFFERSON ON BAKERS KNOB FZ2904'(PROPERTY OF BUD RAY). FZ2904'PROCEED ALONG SR 1248 (OLD US 221 AND NC 194) FOR 3.1 KM (1.9 MI) FZ2904'SOUTHWEST FROM US 221 BUSINESS (AT THE SHOPPING CENTER) TO SR 1140 FZ2904'(GOLF COURSE ROAD) ON THE RIGHT. THENCE WEST ALONG SR 1140 FOR 1.6 KM FZ2904'(1.0 MI) TO THE ENTRANCE INTO THE GOLF COURSE ON THE LEFT, THENCE FZ2904'SOUTH AND EAST ALONG THROUGH THE GOLF COURSE DEVELOPMENT (UP THE FZ2904'MOUNTAIN) TO THE TOP OF THE RIDGE. THENCE ON FOOT, SOUTH ALONG THE FZ2904'RIDGE, ABOUT 150 FEET THROUGH THE WOODS TO A FENCE LINE, THENCE SOUTH FZ2904'ALONG THE RIDGE ABOUT 700 FEET TO A SADDLE AND A ROCK OUTCROP, AND FZ2904'THE STATION. FZ2904'MARK IS A STANDARD NCGS DISK STAMPED---RAY 1984---, SET INTO A DRILLED FZ2904'HOLE IN A 5 FOOT BY 2 FOOT OUTCROP PROJECTING 1 FOOT ABOVE THE FZ2904'GROUND. FZ2904 FZ2904 STATION RECOVERY (1994) FZ2904 FZ2904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC) FZ2904'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2905 *********************************************************************** FZ2905 DESIGNATION - RAYVAL FZ2905 PID - FZ2905 FZ2905 STATE/COUNTY- NC/ASHE FZ2905 USGS QUAD - TODD (1998) FZ2905 FZ2905 *CURRENT SURVEY CONTROL FZ2905 ___________________________________________________________________ FZ2905* NAD 83(1986)- 36 21 52.70571(N) 081 31 24.93115(W) ADJUSTED FZ2905* NAVD 88 - 969.5 (meters) 3181. (feet) VERTCON FZ2905 ___________________________________________________________________ FZ2905 LAPLACE CORR- -5.98 (seconds) DEFLEC99 FZ2905 GEOID HEIGHT- -31.15 (meters) GEOID03 FZ2905 FZ2905 HORZ ORDER - SECOND FZ2905 FZ2905.The North Carolina HARNS have been completed but, FZ2905.due to contractual restrictions, coordinates for these stations FZ2905.will NOT be published in the near future. In the interim, the FZ2905.published coordinates in North Carolina will not be FZ2905.consistent with the Continuously Operating Reference Stations FZ2905.(CORS). The HARN coordinates for these stations are available FZ2905.upon request. Contact Gary Thompson(919-733-3836). FZ2905. FZ2905.In addition, the published North Carolina positions FZ2905.(NAD 83 (1986)) are NOT consistent with those determined in FZ2905.adjacent state readjustments. The discontinuity between stations FZ2905.located in North Carolina and those in adjacent states FZ2905.which have been adjusted to the HARN may be as much as 5 FZ2905.decimeters. This will result in a significant loss of accuracy FZ2905.over lines crossing such state borders. FZ2905 FZ2905 FZ2905.The horizontal coordinates were established by classical geodetic methods FZ2905.and adjusted by the National Geodetic Survey in September 1993. FZ2905 FZ2905.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2905 FZ2905.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2905 FZ2905.The geoid height was determined by GEOID03. FZ2905 FZ2905; North East Units Scale Factor Converg. FZ2905;SPC NC - 292,941.139 383,127.463 MT 1.00006127 -1 27 23.6 FZ2905;SPC NC - 961,091.05 1,256,977.35 sFT 1.00006127 -1 27 23.6 FZ2905;UTM 17 - 4,024,520.903 453,027.901 MT 0.99962718 -0 18 37.6 FZ2905 FZ2905! - Elev Factor x Scale Factor = Combined Factor FZ2905!SPC NC - 0.99985276 x 1.00006127 = 0.99991402 FZ2905!UTM 17 - 0.99985276 x 0.99962718 = 0.99947999 FZ2905 FZ2905 SUPERSEDED SURVEY CONTROL FZ2905 FZ2905 NGVD 29 (10/27/97) 969.5 (m) 3181. (f) VERT ANG FZ2905 FZ2905.Superseded values are not recommended for survey control. FZ2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2905.See file dsdata.txt to determine how the superseded data were derived. FZ2905 FZ2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5302824521(NAD 83) FZ2905_MARKER: DH = HORIZONTAL CONTROL DISK FZ2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2905_SP_SET: CONCRETE POST FZ2905_STAMPING: RAYVAL 1984 FZ2905_MARK LOGO: NCGS FZ2905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2905+STABILITY: SURFACE MOTION FZ2905 FZ2905 HISTORY - Date Condition Report By FZ2905 HISTORY - 1984 MONUMENTED NCGS FZ2905 FZ2905 STATION DESCRIPTION FZ2905 FZ2905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2905'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTH-SOUTHWEST OF WEST FZ2905'JEFFERSON AND 2.1 KM (1.3 MI) NORTH-NORTHEAST OF BALDWIN COMMUNITY. FZ2905'ALONG SR 1248 (OLD US 221 AND NC 194) FOR 4.4 KM (2.7 MI) SOUTHWEST FZ2905'FROM US 221 BUSINESS (AT THE SHOPPING CENTER), OR ABOUT 2.4 KM FZ2905'(1.5 MI) NORTH FROM NC 194 (IN BALDWIN COMMUNITY), AT THE GATE TO A FZ2905'LARGE CONCRETE BLOCK BARN. FZ2905'STATION IS A STANDARD NCGS DISK STAMPED---RAYVAL 1984---, SET INTO THE FZ2905'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2905'LOCATED 5.9 M (19.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE FZ2905'ROAD, 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF THE CORNER FENCE POST WITH A FZ2905'REFERENCE TAG, 42.8 M (140.4 FT) WEST OF THE SOUTHWEST CORNER OF A FZ2905'CONCRETE BLOCK BARN, 5.4 M (17.7 FT) NORTH-NORTHWEST OF THE CENTER OF FZ2905'THE GATE. MARK IS LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2602 *********************************************************************** FZ2602 DESIGNATION - RHODES FZ2602 PID - FZ2602 FZ2602 STATE/COUNTY- NC/ASHE FZ2602 USGS QUAD - PARK (1978) FZ2602 FZ2602 *CURRENT SURVEY CONTROL FZ2602 ___________________________________________________________________ FZ2602* NAD 83(1986)- 36 32 40.66205(N) 081 30 56.79812(W) ADJUSTED FZ2602* NAVD 88 - 959.4 (meters) 3148. (feet) VERTCON FZ2602 ___________________________________________________________________ FZ2602 LAPLACE CORR- -3.22 (seconds) DEFLEC99 FZ2602 GEOID HEIGHT- -30.95 (meters) GEOID03 FZ2602 FZ2602 HORZ ORDER - SECOND FZ2602 FZ2602.The North Carolina HARNS have been completed but, FZ2602.due to contractual restrictions, coordinates for these stations FZ2602.will NOT be published in the near future. In the interim, the FZ2602.published coordinates in North Carolina will not be FZ2602.consistent with the Continuously Operating Reference Stations FZ2602.(CORS). The HARN coordinates for these stations are available FZ2602.upon request. Contact Gary Thompson(919-733-3836). FZ2602. FZ2602.In addition, the published North Carolina positions FZ2602.(NAD 83 (1986)) are NOT consistent with those determined in FZ2602.adjacent state readjustments. The discontinuity between stations FZ2602.located in North Carolina and those in adjacent states FZ2602.which have been adjusted to the HARN may be as much as 5 FZ2602.decimeters. This will result in a significant loss of accuracy FZ2602.over lines crossing such state borders. FZ2602 FZ2602 FZ2602.The horizontal coordinates were established by classical geodetic methods FZ2602.and adjusted by the National Geodetic Survey in February 1991. FZ2602 FZ2602.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2602 FZ2602.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2602 FZ2602.The geoid height was determined by GEOID03. FZ2602 FZ2602; North East Units Scale Factor Converg. FZ2602;SPC NC - 312,891.588 384,334.785 MT 1.00012745 -1 27 07.3 FZ2602;SPC NC - 1,026,545.15 1,260,938.37 sFT 1.00012745 -1 27 07.3 FZ2602;UTM 17 - 4,044,482.179 453,835.770 MT 0.99962626 -0 18 25.6 FZ2602 FZ2602! - Elev Factor x Scale Factor = Combined Factor FZ2602!SPC NC - 0.99985431 x 1.00012745 = 0.99998174 FZ2602!UTM 17 - 0.99985431 x 0.99962626 = 0.99948063 FZ2602 FZ2602 SUPERSEDED SURVEY CONTROL FZ2602 FZ2602 NGVD 29 (02/11/91) 959.5 (m) 3148. (f) VERT ANG FZ2602 FZ2602.Superseded values are not recommended for survey control. FZ2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2602.See file dsdata.txt to determine how the superseded data were derived. FZ2602 FZ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5383644482(NAD 83) FZ2602_MARKER: DE = TRAVERSE STATION DISK FZ2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2602_SP_SET: CONCRETE POST FZ2602_STAMPING: RHODES 1979 FZ2602_MARK LOGO: NCGS FZ2602_MAGNETIC: O = OTHER; SEE DESCRIPTION FZ2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2602+STABILITY: SURFACE MOTION FZ2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ2602+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991 FZ2602 FZ2602 HISTORY - Date Condition Report By FZ2602 HISTORY - 1979 MONUMENTED NCGS FZ2602 HISTORY - 1979 GOOD NCGS FZ2602 HISTORY - 19910926 POOR NCGS FZ2602 FZ2602 STATION DESCRIPTION FZ2602 FZ2602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2602'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES NORTH OF LANSING AND FZ2602'8.9 MILES NORTH-NORTHWEST OF JEFFERSON. FZ2602' FZ2602'TO REACH THE STATION FROM THE LANSING POST OFFICE, PROCEED NORTH ALONG FZ2602'NC 194 FOR 3.05 MILES TO SR 1367 (BEETREE ROAD) ON LEFT, THENCE FZ2602'NORTHWEST ALONG SR 1367 FOR 0.65 MILE TO GAP AND STATION SOUTH OF ROAD FZ2602'IN EDGE OF PASTURE. FZ2602' FZ2602'STATION MARK IS A STANDARD DISK STAMPED---RHODES 1979---SET IN TOP OF FZ2602'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2602'35.3 FEET SOUTH OF SR 1367, 5.4 FEET SOUTH-SOUTHEAST OF FENCE POST FZ2602'WITH REFERENCE TAG, 13.8 FEET WEST OF FENCE POST WITH REFERENCE TAG, FZ2602'AND 18.0 FEET EAST OF FENCE CORNER POST WITH REFERENCE TAG. FZ2602 FZ2602 STATION RECOVERY (1979) FZ2602 FZ2602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2602'RECOVERED IN GOOD CONDITION. FZ2602 FZ2602 STATION RECOVERY (1991) FZ2602 FZ2602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ2602'THE STATION WAS FOUND LEANING TO THE NORTH. LINE OF SIGHT IS BLOCKED FZ2602'IN BOTH DIRECTIONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2603 *********************************************************************** FZ2603 DESIGNATION - RICHARDSON FZ2603 PID - FZ2603 FZ2603 STATE/COUNTY- NC/ASHE FZ2603 USGS QUAD - PARK (1978) FZ2603 FZ2603 *CURRENT SURVEY CONTROL FZ2603 ___________________________________________________________________ FZ2603* NAD 83(1986)- 36 33 40.71969(N) 081 35 51.68647(W) ADJUSTED FZ2603* NAVD 88 - 1207.1 (meters) 3960. (feet) VERTCON FZ2603 ___________________________________________________________________ FZ2603 LAPLACE CORR- -2.30 (seconds) DEFLEC99 FZ2603 GEOID HEIGHT- -30.80 (meters) GEOID03 FZ2603 FZ2603 HORZ ORDER - SECOND FZ2603 FZ2603.The North Carolina HARNS have been completed but, FZ2603.due to contractual restrictions, coordinates for these stations FZ2603.will NOT be published in the near future. In the interim, the FZ2603.published coordinates in North Carolina will not be FZ2603.consistent with the Continuously Operating Reference Stations FZ2603.(CORS). The HARN coordinates for these stations are available FZ2603.upon request. Contact Gary Thompson(919-733-3836). FZ2603. FZ2603.In addition, the published North Carolina positions FZ2603.(NAD 83 (1986)) are NOT consistent with those determined in FZ2603.adjacent state readjustments. The discontinuity between stations FZ2603.located in North Carolina and those in adjacent states FZ2603.which have been adjusted to the HARN may be as much as 5 FZ2603.decimeters. This will result in a significant loss of accuracy FZ2603.over lines crossing such state borders. FZ2603 FZ2603 FZ2603.The horizontal coordinates were established by classical geodetic methods FZ2603.and adjusted by the National Geodetic Survey in February 1991. FZ2603 FZ2603.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2603 FZ2603.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2603 FZ2603.The geoid height was determined by GEOID03. FZ2603 FZ2603; North East Units Scale Factor Converg. FZ2603;SPC NC - 314,931.366 377,050.227 MT 1.00013409 -1 29 57.5 FZ2603;SPC NC - 1,033,237.32 1,237,038.95 sFT 1.00013409 -1 29 57.5 FZ2603;SPC VA S - 1,029,849.409 3,222,731.106 MT 1.00004362 -1 52 48.2 FZ2603;UTM 17 - 4,046,375.155 446,515.598 MT 0.99963524 -0 21 21.8 FZ2603 FZ2603! - Elev Factor x Scale Factor = Combined Factor FZ2603!SPC NC - 0.99981542 x 1.00013409 = 0.99994949 FZ2603!SPC VA S - 0.99981542 x 1.00004362 = 0.99985904 FZ2603!UTM 17 - 0.99981542 x 0.99963524 = 0.99945073 FZ2603 FZ2603 SUPERSEDED SURVEY CONTROL FZ2603 FZ2603 NGVD 29 (02/11/91) 1207.2 (m) 3961. (f) VERT ANG FZ2603 FZ2603.Superseded values are not recommended for survey control. FZ2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2603.See file dsdata.txt to determine how the superseded data were derived. FZ2603 FZ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4651646375(NAD 83) FZ2603_MARKER: DE = TRAVERSE STATION DISK FZ2603_SETTING: 80 = SET IN A BOULDER FZ2603_SP_SET: SET IN DRILL HOLE IN A BOULDER FZ2603_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2603+STABILITY: SURFACE MOTION FZ2603 FZ2603 HISTORY - Date Condition Report By FZ2603 HISTORY - 1980 MONUMENTED NCGS FZ2603 FZ2603 STATION DESCRIPTION FZ2603 FZ2603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL) FZ2603'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES WEST OF HUSK, 6.5 MILES FZ2603'NORTHWEST OF LANSING, AND 3.1 MILES SOUTHEAST OF WHITETOP (VA). FZ2603' FZ2603'TO REACH THE STATION FROM THE INTERSECTION OF NC 194 AND SR 1353 FZ2603'(BIG HORSE CREEK ROAD) IN LANSING, PROCEED NORTHWEST ALONG SR 1353 FZ2603'FOR 2.6 MILES TO SR 1362 AT TUCKERDALE. CONTINUE (LEFT) NORTHWEST FZ2603'ALONG SR 1353 FOR 4.3 MILES TO SR 1358 ON LEFT, THENCE WEST ALONG SR FZ2603'1358 (BEARING LEFT AT FORK) FOR 1.75 MILES TO CEMETERY ROAD ON RIGHT FZ2603'(JUST EAST OF SHARP BEND IN SR 1358 AT FRAME HOUSE) THENCE SOUTHEAST FZ2603'ALONG CEMETERY ROAD THROUGH TWO GATES FOR 0.1 MILES TO TAYLOR CEMETERY FZ2603'AND STATION APPROXMATELY 250 FEET SOUTH-SOUTHEAST OF CEMETERY, ALONG FZ2603'AN OPEN RIDGE. (THE CEMETERY IS THE EASTERNMOST OF TWO AND IS LOCATED FZ2603'ALONG THE RIDGE LINE). FZ2603' FZ2603'STATION MARK IS A STANDARD DISK STAMPED---RICHARDSON 1980---SET FLUSH FZ2603'IN A DRILLED HOLE IN 2-1/2 FOOT BY 1-1/2 FOOT BOULDER. THE MARK IS FZ2603'75.9 FEET NORTHEAST OF 6 INCH MAPLE WITH TAG, 101.7 FEET SOUTH FZ2603'OF 4 INCH MAPLE IN CLUSTER WITH REFERENCE TAG, 245.7 FEET FZ2603'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF TAYLOR CEMETERY, AND 163.7 FEET FZ2603'NORTH-NORTHWEST OF GAP IN FENCE LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2160 *********************************************************************** FZ2160 DESIGNATION - RICHHILL FZ2160 PID - FZ2160 FZ2160 STATE/COUNTY- NC/ASHE FZ2160 USGS QUAD - GRAYSON (1976) FZ2160 FZ2160 *CURRENT SURVEY CONTROL FZ2160 ___________________________________________________________________ FZ2160* NAD 83(1986)- 36 30 45.39810(N) 081 37 36.25669(W) ADJUSTED FZ2160* NAVD 88 - 1291.7 (meters) 4238. (feet) VERTCON FZ2160 ___________________________________________________________________ FZ2160 LAPLACE CORR- -0.89 (seconds) DEFLEC99 FZ2160 GEOID HEIGHT- -30.85 (meters) GEOID03 FZ2160 FZ2160 HORZ ORDER - SECOND FZ2160 FZ2160.The North Carolina HARNS have been completed but, FZ2160.due to contractual restrictions, coordinates for these stations FZ2160.will NOT be published in the near future. In the interim, the FZ2160.published coordinates in North Carolina will not be FZ2160.consistent with the Continuously Operating Reference Stations FZ2160.(CORS). The HARN coordinates for these stations are available FZ2160.upon request. Contact Gary Thompson(919-733-3836). FZ2160. FZ2160.In addition, the published North Carolina positions FZ2160.(NAD 83 (1986)) are NOT consistent with those determined in FZ2160.adjacent state readjustments. The discontinuity between stations FZ2160.located in North Carolina and those in adjacent states FZ2160.which have been adjusted to the HARN may be as much as 5 FZ2160.decimeters. This will result in a significant loss of accuracy FZ2160.over lines crossing such state borders. FZ2160 FZ2160 FZ2160.The horizontal coordinates were established by classical geodetic methods FZ2160.and adjusted by the National Geodetic Survey in July 1986. FZ2160 FZ2160.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2160 FZ2160.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2160 FZ2160.The geoid height was determined by GEOID03. FZ2160 FZ2160; North East Units Scale Factor Converg. FZ2160;SPC NC - 309,596.774 374,307.454 MT 1.00011495 -1 30 57.9 FZ2160;SPC NC - 1,015,735.42 1,228,040.37 sFT 1.00011495 -1 30 57.9 FZ2160;UTM 17 - 4,040,989.528 443,881.089 MT 0.99963880 -0 22 22.5 FZ2160 FZ2160! - Elev Factor x Scale Factor = Combined Factor FZ2160!SPC NC - 0.99980217 x 1.00011495 = 0.99991709 FZ2160!UTM 17 - 0.99980217 x 0.99963880 = 0.99944104 FZ2160 FZ2160: Primary Azimuth Mark Grid Az FZ2160:SPC NC - POND MOUNTAIN 344 07 17.3 FZ2160:UTM 17 - POND MOUNTAIN 342 58 41.9 FZ2160 FZ2160|---------------------------------------------------------------------| FZ2160| PID Reference Object Distance Geod. Az | FZ2160| dddmmss.s | FZ2160| FZ2161 POND MOUNTAIN APPROX. 7.5 KM 3423619.4 | FZ2160|---------------------------------------------------------------------| FZ2160 FZ2160 SUPERSEDED SURVEY CONTROL FZ2160 FZ2160 NAD 27 - 36 30 44.96422(N) 081 37 36.85477(W) AD( ) 2 FZ2160 NGVD 29 (07/19/86) 1291.7 (m) 4238. (f) VERT ANG FZ2160 FZ2160.Superseded values are not recommended for survey control. FZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2160.See file dsdata.txt to determine how the superseded data were derived. FZ2160 FZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4388140990(NAD 83) FZ2160_MARKER: DE = TRAVERSE STATION DISK FZ2160_SETTING: 66 = SET IN ROCK OUTCROP FZ2160_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2160_STAMPING: RICHHILL 1971 FZ2160_MARK LOGO: NCGS FZ2160_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2160+STABILITY: POSITION/ELEVATION WELL FZ2160 FZ2160 HISTORY - Date Condition Report By FZ2160 HISTORY - 1971 MONUMENTED NCGS FZ2160 HISTORY - 1979 SEE DESCRIPTION NCGS FZ2160 FZ2160 STATION DESCRIPTION FZ2160 FZ2160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FZ2160'RICHHILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FZ2160'THE VICINITY OF APPLE GROVE, NORTH CAROLINA. FZ2160' FZ2160'RICHHILL IS LOCATED APPROXIMATELY 2.5 MILES SOUTHWEST OF APPLE GROVE, FZ2160'4.5 MILES NNW OF FIG, AND 10.7 MILES NORTHWEST OF W. JEFFERSON. FZ2160'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 88 AND SR 1317 FZ2160'AT FIG. GO NORTHWEST ON SR 1317 FOR 3.1 MILES TO INTERSECTION FZ2160'OF SR 1317 AND SR 1319, GO NORTHWEST ALONG SR 1319 FOR 3.0 MILES FZ2160'TO INTERSECTION OF SR 1319 AND SR 1320, AND STATION FZ2160'APPROXIMATELY 2000 FEET SOUTHEAST OF INTERSECTION ON CREST OF A FZ2160'VERY HIGH HILL IN A PASTURE. FZ2160' FZ2160'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FZ2160'RICHHILL 1971, SET IN A DRILL HOLE IN A SMALL ROCK OUTCROP 4 FEET X FZ2160'1-1/2 FEET. FZ2160' FZ2160'MARK IS FZ2160'47.0 FEET NE OF W ONE OF TWO BOULDERS. FZ2160'12.0 FEET SW OF E ONE OF 2 BOULDERS. FZ2160 FZ2160 STATION RECOVERY (1979) FZ2160 FZ2160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ES) FZ2160'THE STATION WAS RECOVERED WITH DISK REMOVED AND STEM INTACT. THE FZ2160'BOULDER (LOCATION OF STATION) IS ON THE SOUTH SLOPE NOT AT THE SUMMIT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2906 *********************************************************************** FZ2906 DESIGNATION - ROBOS FZ2906 PID - FZ2906 FZ2906 STATE/COUNTY- NC/ASHE FZ2906 USGS QUAD - JEFFERSON (1998) FZ2906 FZ2906 *CURRENT SURVEY CONTROL FZ2906 ___________________________________________________________________ FZ2906* NAD 83(1986)- 36 26 23.75384(N) 081 26 16.42731(W) ADJUSTED FZ2906* NAVD 88 - 923.0 (meters) 3028. (feet) VERTCON FZ2906 ___________________________________________________________________ FZ2906 LAPLACE CORR- -5.25 (seconds) DEFLEC99 FZ2906 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2906 FZ2906 HORZ ORDER - SECOND FZ2906 FZ2906.The North Carolina HARNS have been completed but, FZ2906.due to contractual restrictions, coordinates for these stations FZ2906.will NOT be published in the near future. In the interim, the FZ2906.published coordinates in North Carolina will not be FZ2906.consistent with the Continuously Operating Reference Stations FZ2906.(CORS). The HARN coordinates for these stations are available FZ2906.upon request. Contact Gary Thompson(919-733-3836). FZ2906. FZ2906.In addition, the published North Carolina positions FZ2906.(NAD 83 (1986)) are NOT consistent with those determined in FZ2906.adjacent state readjustments. The discontinuity between stations FZ2906.located in North Carolina and those in adjacent states FZ2906.which have been adjusted to the HARN may be as much as 5 FZ2906.decimeters. This will result in a significant loss of accuracy FZ2906.over lines crossing such state borders. FZ2906 FZ2906 FZ2906.The horizontal coordinates were established by classical geodetic methods FZ2906.and adjusted by the National Geodetic Survey in September 1993. FZ2906 FZ2906.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2906 FZ2906.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2906 FZ2906.The geoid height was determined by GEOID03. FZ2906 FZ2906; North East Units Scale Factor Converg. FZ2906;SPC NC - 301,101.848 391,021.603 MT 1.00008774 -1 24 25.5 FZ2906;SPC NC - 987,864.98 1,282,876.71 sFT 1.00008774 -1 24 25.5 FZ2906;UTM 17 - 4,032,834.180 460,753.683 MT 0.99961898 -0 15 36.4 FZ2906 FZ2906! - Elev Factor x Scale Factor = Combined Factor FZ2906!SPC NC - 0.99986006 x 1.00008774 = 0.99994779 FZ2906!UTM 17 - 0.99986006 x 0.99961898 = 0.99947910 FZ2906 FZ2906 SUPERSEDED SURVEY CONTROL FZ2906 FZ2906 NGVD 29 (10/27/97) 923.1 (m) 3029. (f) VERT ANG FZ2906 FZ2906.Superseded values are not recommended for survey control. FZ2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2906.See file dsdata.txt to determine how the superseded data were derived. FZ2906 FZ2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6075432834(NAD 83) FZ2906_MARKER: DH = HORIZONTAL CONTROL DISK FZ2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2906_SP_SET: CONCRETE POST FZ2906_STAMPING: ROBOS 1984 FZ2906_MARK LOGO: NCGS FZ2906_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2906+STABILITY: SURFACE MOTION FZ2906 FZ2906 HISTORY - Date Condition Report By FZ2906 HISTORY - 1984 MONUMENTED NCGS FZ2906 FZ2906 STATION DESCRIPTION FZ2906 FZ2906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2906'STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) NORTHEAST OF JEFFERSON. FZ2906'ALONG NC 16 FOR 0.6 KM (0.4 MI) NORTH FROM US 221, IN THE YARD OF THE FZ2906'ROBERT OSBORNE RESIDENCE, BETWEEN TWO DRIVEWAYS. FZ2906'MARK IS A STANDARD NCGS DISK STAMPED---ROBOS 1984---, SET INTO THE TOP FZ2906'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2906'LOCATED 7.3 M (24.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, FZ2906'4.5 M (14.8 FT) NORTHEAST OF THE NORTHEAST END OF A HEADWALL, 14.4 M FZ2906'(47.2 FT) NORTHEAST OF THE CENTERLINE OF A PAVED DRIVE, 1.7 M FZ2906'(5.6 FT) NORTH OF A MAILBOX POST, AND 27.0 M (88.6 FT) FZ2906'SOUTH-SOUTHWEST OF A 14-INCH SWEETGUM WITH A REFERENCE TAG. MARK IS 2 FZ2906'FEET BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ3004 *********************************************************************** FZ3004 DESIGNATION - ROTEN AZ MK FZ3004 PID - FZ3004 FZ3004 STATE/COUNTY- NC/ASHE FZ3004 USGS QUAD - LAUREL SPRINGS (1996) FZ3004 FZ3004 *CURRENT SURVEY CONTROL FZ3004 ___________________________________________________________________ FZ3004* NAD 83(1986)- 36 23 09.17096(N) 081 21 11.52183(W) ADJUSTED FZ3004* NAVD 88 - 910.9 (meters) 2989. (feet) VERTCON FZ3004 ___________________________________________________________________ FZ3004 LAPLACE CORR- -4.86 (seconds) DEFLEC99 FZ3004 GEOID HEIGHT- -31.64 (meters) GEOID03 FZ3004 FZ3004 HORZ ORDER - SECOND FZ3004 FZ3004.The North Carolina HARNS have been completed but, FZ3004.due to contractual restrictions, coordinates for these stations FZ3004.will NOT be published in the near future. In the interim, the FZ3004.published coordinates in North Carolina will not be FZ3004.consistent with the Continuously Operating Reference Stations FZ3004.(CORS). The HARN coordinates for these stations are available FZ3004.upon request. Contact Gary Thompson(919-733-3836). FZ3004. FZ3004.In addition, the published North Carolina positions FZ3004.(NAD 83 (1986)) are NOT consistent with those determined in FZ3004.adjacent state readjustments. The discontinuity between stations FZ3004.located in North Carolina and those in adjacent states FZ3004.which have been adjusted to the HARN may be as much as 5 FZ3004.decimeters. This will result in a significant loss of accuracy FZ3004.over lines crossing such state borders. FZ3004 FZ3004 FZ3004.The horizontal coordinates were established by classical geodetic methods FZ3004.and adjusted by the National Geodetic Survey in September 1993. FZ3004 FZ3004.The NAVD 88 height was computed by applying the VERTCON shift value to FZ3004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ3004 FZ3004.The Laplace correction was computed from DEFLEC99 derived deflections. FZ3004 FZ3004.The geoid height was determined by GEOID03. FZ3004 FZ3004; North East Units Scale Factor Converg. FZ3004;SPC NC - 294,921.977 398,471.743 MT 1.00006856 -1 21 29.5 FZ3004;SPC NC - 967,589.85 1,307,319.38 sFT 1.00006856 -1 21 29.5 FZ3004;UTM 17 - 4,026,807.580 468,322.622 MT 0.99961236 -0 12 34.3 FZ3004 FZ3004! - Elev Factor x Scale Factor = Combined Factor FZ3004!SPC NC - 0.99986202 x 1.00006856 = 0.99993057 FZ3004!UTM 17 - 0.99986202 x 0.99961236 = 0.99947443 FZ3004 FZ3004 SUPERSEDED SURVEY CONTROL FZ3004 FZ3004 NGVD 29 (10/27/97) 911.0 (m) 2989. (f) VERT ANG FZ3004 FZ3004.Superseded values are not recommended for survey control. FZ3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ3004.See file dsdata.txt to determine how the superseded data were derived. FZ3004 FZ3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6832326808(NAD 83) FZ3004_MARKER: DZ = AZIMUTH MARK DISK FZ3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ3004_SP_SET: CONCRETE POST FZ3004_STAMPING: ROTEN 1991 FZ3004_MARK LOGO: NCGS FZ3004_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ3004+STABILITY: SURFACE MOTION FZ3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FZ3004+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ3004 FZ3004 HISTORY - Date Condition Report By FZ3004 HISTORY - 1991 MONUMENTED NCGS FZ3004 FZ3004 STATION DESCRIPTION FZ3004 FZ3004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ3004'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF JEFFERSON, FZ3004'3.1 MI (5.0 KM) NORTH-NORTHEAST OF GLENDALE SPRINGS, IN THE ORE KNOB FZ3004'COMMUNITY. FZ3004'PROCEED ALONG NC 88 FOR 4.0 MI (6.4 KM) NORTHEAST FROM THE NC 16 FZ3004'JUNCTION (IN INDEX), THENCE SOUTH ALONG SR 1622 (ROE HUNT RD) FOR 0.2 FZ3004'MI (0.3 KM) TO CURVE IN ROAD, AND STATION IN WEST SHOULDER. FZ3004'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 14.0 FT FZ3004'(4.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF ROAD, 310.4 FT (94.6 M) FZ3004'NORTHWEST OF THE CENTERLINE INTERSECTION WITH A GRAVEL DRIVE, 93.5 FT FZ3004'(28.5 M) SOUTH OF AND ACROSS ROAD FROM THE EAST END OF A ROAD FZ3004'CULVERT, AND 19.8 FT (6.0 M) EAST-NORTHEAST OF TELEPHONE POLE WITH FZ3004'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2604 *********************************************************************** FZ2604 DESIGNATION - SAWMILL FZ2604 PID - FZ2604 FZ2604 STATE/COUNTY- NC/ASHE FZ2604 USGS QUAD - JEFFERSON (1998) FZ2604 FZ2604 *CURRENT SURVEY CONTROL FZ2604 ___________________________________________________________________ FZ2604* NAD 83(1986)- 36 27 09.08568(N) 081 24 11.36097(W) ADJUSTED FZ2604* NAVD 88 - 916.8 (meters) 3008. (feet) VERTCON FZ2604 ___________________________________________________________________ FZ2604 LAPLACE CORR- -4.95 (seconds) DEFLEC99 FZ2604 GEOID HEIGHT- -31.32 (meters) GEOID03 FZ2604 FZ2604 HORZ ORDER - SECOND FZ2604 FZ2604.The North Carolina HARNS have been completed but, FZ2604.due to contractual restrictions, coordinates for these stations FZ2604.will NOT be published in the near future. In the interim, the FZ2604.published coordinates in North Carolina will not be FZ2604.consistent with the Continuously Operating Reference Stations FZ2604.(CORS). The HARN coordinates for these stations are available FZ2604.upon request. Contact Gary Thompson(919-733-3836). FZ2604. FZ2604.In addition, the published North Carolina positions FZ2604.(NAD 83 (1986)) are NOT consistent with those determined in FZ2604.adjacent state readjustments. The discontinuity between stations FZ2604.located in North Carolina and those in adjacent states FZ2604.which have been adjusted to the HARN may be as much as 5 FZ2604.decimeters. This will result in a significant loss of accuracy FZ2604.over lines crossing such state borders. FZ2604 FZ2604 FZ2604.The horizontal coordinates were established by classical geodetic methods FZ2604.and adjusted by the National Geodetic Survey in September 1993. FZ2604 FZ2604.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2604 FZ2604.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2604 FZ2604.The geoid height was determined by GEOID03. FZ2604 FZ2604; North East Units Scale Factor Converg. FZ2604;SPC NC - 302,422.935 394,169.632 MT 1.00009234 -1 23 13.3 FZ2604;SPC NC - 992,199.25 1,293,204.87 sFT 1.00009234 -1 23 13.3 FZ2604;UTM 17 - 4,034,217.377 463,873.156 MT 0.99961608 -0 14 22.3 FZ2604 FZ2604! - Elev Factor x Scale Factor = Combined Factor FZ2604!SPC NC - 0.99986104 x 1.00009234 = 0.99995337 FZ2604!UTM 17 - 0.99986104 x 0.99961608 = 0.99947718 FZ2604 FZ2604 SUPERSEDED SURVEY CONTROL FZ2604 FZ2604 NAD 83(1986)- 36 27 09.08231(N) 081 24 11.38933(W) AD( ) 2 FZ2604 NGVD 29 (10/27/97) 917.0 (m) 3009. (f) VERT ANG FZ2604 FZ2604.Superseded values are not recommended for survey control. FZ2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2604.See file dsdata.txt to determine how the superseded data were derived. FZ2604 FZ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6387334217(NAD 83) FZ2604_MARKER: DE = TRAVERSE STATION DISK FZ2604_SETTING: 66 = SET IN ROCK OUTCROP FZ2604_SP_SET: IN A DRILL HOLE IN BEDROCK FZ2604_STAMPING: SAWMILL 1979 FZ2604_MARK LOGO: NCGS FZ2604_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2604+STABILITY: POSITION/ELEVATION WELL FZ2604 FZ2604 HISTORY - Date Condition Report By FZ2604 HISTORY - 1979 MONUMENTED NCGS FZ2604 HISTORY - 1979 GOOD NCGS FZ2604 HISTORY - 19840101 GOOD NCGS FZ2604 FZ2604 STATION DESCRIPTION FZ2604 FZ2604'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2604'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 3.6 MILES SOUTH OF FZ2604'CRUMPLER AND 4.3 MILES NORTHEAST OF JEFFERSON. FZ2604' FZ2604'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 FZ2604'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 3.7 MILES TO FZ2604'STATION ON RIGHT, DRILLED INTO CENTER OF 3 FOOT BEDROCK, AND 0.15 MILE FZ2604'NORTHEAST OF ENTRANCE OF SR 1579. FZ2604' FZ2604'STATION MARK IS A STANDARD DISK STAMPED---SAWMILL 1979---SET FLUSH FZ2604'INTO A DRILLED HOLE. THE MARK IS 36.1 FEET SOUTHEAST OF CENTERLINE OF FZ2604'NC 16, 23.5 FEET WEST OF TELEPHONE POLE WITH PEDESTAL AND REFERENCE FZ2604'TAG, 131.4 FEET NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER AND FZ2604'REFERENCE TAG, AND 19.1 FEET NORTH OF 4 INCH PINE. FZ2604 FZ2604 STATION RECOVERY (1979) FZ2604 FZ2604'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2604'RECOVERED IN GOOD CONDITION. FZ2604 FZ2604 STATION RECOVERY (1984) FZ2604 FZ2604'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2604'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2605 *********************************************************************** FZ2605 DESIGNATION - SHATLEY FZ2605 PID - FZ2605 FZ2605 STATE/COUNTY- NC/ASHE FZ2605 USGS QUAD - JEFFERSON (1998) FZ2605 FZ2605 *CURRENT SURVEY CONTROL FZ2605 ___________________________________________________________________ FZ2605* NAD 83(1986)- 36 28 25.88295(N) 081 23 46.50347(W) ADJUSTED FZ2605* NAVD 88 - 900.8 (meters) 2955. (feet) VERTCON FZ2605 ___________________________________________________________________ FZ2605 LAPLACE CORR- -4.50 (seconds) DEFLEC99 FZ2605 GEOID HEIGHT- -31.31 (meters) GEOID03 FZ2605 FZ2605 HORZ ORDER - SECOND FZ2605 FZ2605.The North Carolina HARNS have been completed but, FZ2605.due to contractual restrictions, coordinates for these stations FZ2605.will NOT be published in the near future. In the interim, the FZ2605.published coordinates in North Carolina will not be FZ2605.consistent with the Continuously Operating Reference Stations FZ2605.(CORS). The HARN coordinates for these stations are available FZ2605.upon request. Contact Gary Thompson(919-733-3836). FZ2605. FZ2605.In addition, the published North Carolina positions FZ2605.(NAD 83 (1986)) are NOT consistent with those determined in FZ2605.adjacent state readjustments. The discontinuity between stations FZ2605.located in North Carolina and those in adjacent states FZ2605.which have been adjusted to the HARN may be as much as 5 FZ2605.decimeters. This will result in a significant loss of accuracy FZ2605.over lines crossing such state borders. FZ2605 FZ2605 FZ2605.The horizontal coordinates were established by classical geodetic methods FZ2605.and adjusted by the National Geodetic Survey in February 1991. FZ2605 FZ2605.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2605 FZ2605.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2605 FZ2605.The geoid height was determined by GEOID03. FZ2605 FZ2605; North East Units Scale Factor Converg. FZ2605;SPC NC - 304,774.735 394,845.641 MT 1.00010024 -1 22 59.0 FZ2605;SPC NC - 999,915.11 1,295,422.74 sFT 1.00010024 -1 22 59.0 FZ2605;UTM 17 - 4,036,581.107 464,501.631 MT 0.99961553 -0 14 08.0 FZ2605 FZ2605! - Elev Factor x Scale Factor = Combined Factor FZ2605!SPC NC - 0.99986356 x 1.00010024 = 0.99996379 FZ2605!UTM 17 - 0.99986356 x 0.99961553 = 0.99947914 FZ2605 FZ2605 SUPERSEDED SURVEY CONTROL FZ2605 FZ2605 NGVD 29 (02/11/91) 900.9 (m) 2956. (f) VERT ANG FZ2605 FZ2605.Superseded values are not recommended for survey control. FZ2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2605.See file dsdata.txt to determine how the superseded data were derived. FZ2605 FZ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6450236581(NAD 83) FZ2605_MARKER: DE = TRAVERSE STATION DISK FZ2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2605_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2605+STABILITY: SURFACE MOTION FZ2605 FZ2605 HISTORY - Date Condition Report By FZ2605 HISTORY - 1979 MONUMENTED NCGS FZ2605 FZ2605 STATION DESCRIPTION FZ2605 FZ2605'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2605'THE STATION IS LOCATED ALONG NC 16 NEAR SHATLEY SPRINGS, APPROXIMATELY FZ2605'2.0 MILES SOUTH OF CRUMPLER, AND 5.6 MILES NORTHEAST OF JEFFERSON. FZ2605' FZ2605'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 FZ2605'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 5.25 MILES TO FZ2605'STATION ON RIGHT BEHIND POWER POLE, APPROXIMATELY 300 FEET SOUTHEAST FZ2605'OF ROAD ENTRANCE OF SR 1574 (SHATLEY SPRINGS ROAD). FZ2605' FZ2605'STATION MARK IS A STANDARD DISK STAMPED---SHATLEY 1979---SET IN TOP OF FZ2605'A 10 INCH CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE GROUND SURFACE. FZ2605'THE MARK IS 44.2 FEET NORTHEAST OF CENTERLINE OF NC 16, 8.6 FEET FZ2605'NORTHEAST OF POWER POLE WITH REFERENCE TAG, 5.0 FEET WEST OF GUY WIRE FZ2605'ANCHOR, 9.4 FEET SOUTH-SOUTHWEST OF GUY WIRE ANCHOR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ3012 *********************************************************************** FZ3012 DESIGNATION - SMETHPORT AZ MK FZ3012 PID - FZ3012 FZ3012 STATE/COUNTY- NC/ASHE FZ3012 USGS QUAD - WARRENSVILLE (1966) FZ3012 FZ3012 *CURRENT SURVEY CONTROL FZ3012 ___________________________________________________________________ FZ3012* NAD 83(1986)- 36 25 38.06506(N) 081 30 08.60252(W) ADJUSTED FZ3012* NAVD 88 - 859.6 (meters) 2820. (feet) VERTCON FZ3012 ___________________________________________________________________ FZ3012 LAPLACE CORR- -4.12 (seconds) DEFLEC99 FZ3012 GEOID HEIGHT- -31.10 (meters) GEOID03 FZ3012 FZ3012 HORZ ORDER - SECOND FZ3012 FZ3012.The North Carolina HARNS have been completed but, FZ3012.due to contractual restrictions, coordinates for these stations FZ3012.will NOT be published in the near future. In the interim, the FZ3012.published coordinates in North Carolina will not be FZ3012.consistent with the Continuously Operating Reference Stations FZ3012.(CORS). The HARN coordinates for these stations are available FZ3012.upon request. Contact Gary Thompson(919-733-3836). FZ3012. FZ3012.In addition, the published North Carolina positions FZ3012.(NAD 83 (1986)) are NOT consistent with those determined in FZ3012.adjacent state readjustments. The discontinuity between stations FZ3012.located in North Carolina and those in adjacent states FZ3012.which have been adjusted to the HARN may be as much as 5 FZ3012.decimeters. This will result in a significant loss of accuracy FZ3012.over lines crossing such state borders. FZ3012 FZ3012 FZ3012.The horizontal coordinates were established by classical geodetic methods FZ3012.and adjusted by the National Geodetic Survey in September 1993. FZ3012 FZ3012.The NAVD 88 height was computed by applying the VERTCON shift value to FZ3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ3012 FZ3012.The Laplace correction was computed from DEFLEC99 derived deflections. FZ3012 FZ3012.The geoid height was determined by GEOID03. FZ3012 FZ3012; North East Units Scale Factor Converg. FZ3012;SPC NC - 299,837.739 385,204.917 MT 1.00008316 -1 26 39.5 FZ3012;SPC NC - 983,717.65 1,263,793.13 sFT 1.00008316 -1 26 39.5 FZ3012;UTM 17 - 4,031,454.581 454,966.138 MT 0.99962499 -0 17 54.0 FZ3012 FZ3012! - Elev Factor x Scale Factor = Combined Factor FZ3012!SPC NC - 0.99987000 x 1.00008316 = 0.99995315 FZ3012!UTM 17 - 0.99987000 x 0.99962499 = 0.99949503 FZ3012 FZ3012 SUPERSEDED SURVEY CONTROL FZ3012 FZ3012 NGVD 29 (10/27/97) 859.6 (m) 2820. (f) VERT ANG FZ3012 FZ3012.Superseded values are not recommended for survey control. FZ3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ3012.See file dsdata.txt to determine how the superseded data were derived. FZ3012 FZ3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5496631455(NAD 83) FZ3012_MARKER: DZ = AZIMUTH MARK DISK FZ3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ3012_SP_SET: CONCRETE POST FZ3012_STAMPING: SMETHPORT 1991 FZ3012_MARK LOGO: NCGS FZ3012_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ3012+STABILITY: SURFACE MOTION FZ3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ3012+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ3012 FZ3012 HISTORY - Date Condition Report By FZ3012 HISTORY - 1991 MONUMENTED NCGS FZ3012 FZ3012 STATION DESCRIPTION FZ3012 FZ3012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ3012'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) WEST-NORTHWEST OF JEFFERSON, FZ3012'IN SMETHPORT COMMUNITY. FZ3012'ALONG NC 88-194 FOR 0.4 MI (0.6 KM) NORTHWEST FROM THE JUNCTION OF NC FZ3012'88 AND NC 194 (NORTH OF WEST JEFFERSON), TO AN ASPHALT DRIVE FZ3012'NORTHWEST (THE OLD HIGHWAY) IN NORTHWEST QUADRANT OF INTERSECTION, FZ3012'BETWEEN THE CENTERLINES. FZ3012'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 21.5 FT FZ3012'(6.6 M) SOUTHWEST OF THE CENTERLINE OF ROAD, 11.8 FT (3.6 M) FZ3012'NORTH-NORTHEAST OF THE CENTERLINE OF ASPHALT DRIVE, 139.2 FT (42.4 M) FZ3012'SOUTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE, 170.2 FT (51.9 M) FZ3012'SOUTHEAST OF THE SOUTHEAST CORNER OF 1 1/2-STORY BRICK HOUSE, 29.1 FT FZ3012'(8.9 M) EAST-SOUTHEAST OF 6-INCH WILLOW TREE, AND 34.0 FT (10.4 M) FZ3012'NORTH OF AN 8 INCH HARDWOOD WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2606 *********************************************************************** FZ2606 DESIGNATION - SPENCE FZ2606 PID - FZ2606 FZ2606 STATE/COUNTY- NC/ASHE FZ2606 USGS QUAD - GRASSY CREEK (1978) FZ2606 FZ2606 *CURRENT SURVEY CONTROL FZ2606 ___________________________________________________________________ FZ2606* NAD 83(1986)- 36 33 56.33713(N) 081 24 38.97958(W) ADJUSTED FZ2606* NAVD 88 - 851.3 (meters) 2793. (feet) VERTCON FZ2606 ___________________________________________________________________ FZ2606 LAPLACE CORR- -4.56 (seconds) DEFLEC99 FZ2606 GEOID HEIGHT- -31.15 (meters) GEOID03 FZ2606 FZ2606 HORZ ORDER - SECOND FZ2606 FZ2606.The North Carolina HARNS have been completed but, FZ2606.due to contractual restrictions, coordinates for these stations FZ2606.will NOT be published in the near future. In the interim, the FZ2606.published coordinates in North Carolina will not be FZ2606.consistent with the Continuously Operating Reference Stations FZ2606.(CORS). The HARN coordinates for these stations are available FZ2606.upon request. Contact Gary Thompson(919-733-3836). FZ2606. FZ2606.In addition, the published North Carolina positions FZ2606.(NAD 83 (1986)) are NOT consistent with those determined in FZ2606.adjacent state readjustments. The discontinuity between stations FZ2606.located in North Carolina and those in adjacent states FZ2606.which have been adjusted to the HARN may be as much as 5 FZ2606.decimeters. This will result in a significant loss of accuracy FZ2606.over lines crossing such state borders. FZ2606 FZ2606 FZ2606.The horizontal coordinates were established by classical geodetic methods FZ2606.and adjusted by the National Geodetic Survey in February 1991. FZ2606 FZ2606.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2606 FZ2606.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2606 FZ2606.The geoid height was determined by GEOID03. FZ2606 FZ2606; North East Units Scale Factor Converg. FZ2606;SPC NC - 314,990.689 393,786.892 MT 1.00013583 -1 23 29.2 FZ2606;SPC NC - 1,033,431.95 1,291,949.16 sFT 1.00013583 -1 23 29.2 FZ2606;SPC VA S - 1,029,798.326 3,239,466.261 MT 1.00004256 -1 45 60.0 FZ2606;UTM 17 - 4,046,768.704 463,239.211 MT 0.99961665 -0 14 41.1 FZ2606 FZ2606! - Elev Factor x Scale Factor = Combined Factor FZ2606!SPC NC - 0.99987130 x 1.00013583 = 1.00000711 FZ2606!SPC VA S - 0.99987130 x 1.00004256 = 0.99991385 FZ2606!UTM 17 - 0.99987130 x 0.99961665 = 0.99948800 FZ2606 FZ2606 SUPERSEDED SURVEY CONTROL FZ2606 FZ2606 NGVD 29 (02/11/91) 851.4 (m) 2793. (f) VERT ANG FZ2606 FZ2606.Superseded values are not recommended for survey control. FZ2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2606.See file dsdata.txt to determine how the superseded data were derived. FZ2606 FZ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6323946769(NAD 83) FZ2606_MARKER: DE = TRAVERSE STATION DISK FZ2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2606_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2606+STABILITY: SURFACE MOTION FZ2606 FZ2606 HISTORY - Date Condition Report By FZ2606 HISTORY - 1979 MONUMENTED NCGS FZ2606 FZ2606 STATION DESCRIPTION FZ2606 FZ2606'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2606'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES WEST-SOUTHWEST OF FZ2606'GRASSY CREEK AND 10.5 MILES NORTH-NORTHEAST OF JEFFERSON ALONG US 16 FZ2606'NEAR NORTH CAROLINA-VIRGINIA LINE. FZ2606' FZ2606'TO REACH THE STATION FROM THE NC/VA STATE ROUTE 16 AND COUNTY ROUTE FZ2606'725 JUST NORTH OF THE STATE LINE AT GRASSY CREEK, PROCEED SOUTHWEST FZ2606'ALONG NC 16 FOR 1.1 MILES TO STATION IN THE LEFT SHOULDER BY A CUT. FZ2606' FZ2606'STATION MARK IS A STANDARD DISK STAMPED---SPENCE 1979---SET IN TOP OF FZ2606'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. THE MARK FZ2606'IS 16.8 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 16, 232.5 FEET FZ2606'SOUTHWEST OF POWER POLE WITH REFERENCE TAG, 171.6 FEET NORTHEAST OF FZ2606'POWER POLE WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2607 *********************************************************************** FZ2607 DESIGNATION - STANLEY FZ2607 PID - FZ2607 FZ2607 STATE/COUNTY- NC/ASHE FZ2607 USGS QUAD - JEFFERSON (1998) FZ2607 FZ2607 *CURRENT SURVEY CONTROL FZ2607 ___________________________________________________________________ FZ2607* NAD 83(1986)- 36 27 40.22907(N) 081 29 19.89934(W) ADJUSTED FZ2607* NAVD 88 - 1438.0 (meters) 4718. (feet) VERTCON FZ2607 ___________________________________________________________________ FZ2607 LAPLACE CORR- -2.62 (seconds) DEFLEC99 FZ2607 GEOID HEIGHT- -31.10 (meters) GEOID03 FZ2607 FZ2607 HORZ ORDER - SECOND FZ2607 FZ2607.The North Carolina HARNS have been completed but, FZ2607.due to contractual restrictions, coordinates for these stations FZ2607.will NOT be published in the near future. In the interim, the FZ2607.published coordinates in North Carolina will not be FZ2607.consistent with the Continuously Operating Reference Stations FZ2607.(CORS). The HARN coordinates for these stations are available FZ2607.upon request. Contact Gary Thompson(919-733-3836). FZ2607. FZ2607.In addition, the published North Carolina positions FZ2607.(NAD 83 (1986)) are NOT consistent with those determined in FZ2607.adjacent state readjustments. The discontinuity between stations FZ2607.located in North Carolina and those in adjacent states FZ2607.which have been adjusted to the HARN may be as much as 5 FZ2607.decimeters. This will result in a significant loss of accuracy FZ2607.over lines crossing such state borders. FZ2607 FZ2607 FZ2607.The horizontal coordinates were established by classical geodetic methods FZ2607.and adjusted by the National Geodetic Survey in February 1991. FZ2607 FZ2607.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2607 FZ2607.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2607 FZ2607.The geoid height was determined by GEOID03. FZ2607 FZ2607; North East Units Scale Factor Converg. FZ2607;SPC NC - 303,572.006 386,512.223 MT 1.00009552 -1 26 11.4 FZ2607;SPC NC - 995,969.16 1,268,082.18 sFT 1.00009552 -1 26 11.4 FZ2607;UTM 17 - 4,035,212.498 456,197.926 MT 0.99962364 -0 17 25.9 FZ2607 FZ2607! - Elev Factor x Scale Factor = Combined Factor FZ2607!SPC NC - 0.99977926 x 1.00009552 = 0.99987475 FZ2607!UTM 17 - 0.99977926 x 0.99962364 = 0.99940298 FZ2607 FZ2607 SUPERSEDED SURVEY CONTROL FZ2607 FZ2607 NGVD 29 (02/11/91) 1438.0 (m) 4718. (f) VERT ANG FZ2607 FZ2607.Superseded values are not recommended for survey control. FZ2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2607.See file dsdata.txt to determine how the superseded data were derived. FZ2607 FZ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5619835212(NAD 83) FZ2607_MARKER: DE = TRAVERSE STATION DISK FZ2607_SETTING: 66 = SET IN ROCK OUTCROP FZ2607_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FZ2607_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FZ2607+STABILITY: POSITION/ELEVATION WELL FZ2607 FZ2607 HISTORY - Date Condition Report By FZ2607 HISTORY - 1979 MONUMENTED NCGS FZ2607 FZ2607 STATION DESCRIPTION FZ2607 FZ2607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2607'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES EAST OF WARRENSVILLE FZ2607'AND 3.0 MILES NORTH-NORTHWEST OF JEFFERSON ON THE WEST END AND HIGHEST FZ2607'SUMMIT OF PHOENIX MOUNTAIN. FZ2607' FZ2607'TO REACH THE STATION FROM THE ASHE COUNTY COURTHOUSE IN JEFFERSON, FZ2607'PROCEED NORTHWEST ALONG NC 88 FOR 2.05 MILES TO SR 1509 AT SMETHPORT, FZ2607'THENCE PROCEED NORTHEAST ALONG SR 1509 (CLAYBANK CREEK) FOR 1.6 FZ2607'MILES TO END OF STATE MAINTANENCE. CONTINUE NORTH ALONG DIRT ROAD FOR FZ2607'0.45 MILES TO TRIPLE FORK, TAKE MIDDLE FORK AND CONTINUE NORTHERLY FZ2607'ALONG JEEP ROAD FOR 1.75 MILES TO END OF ROAD, PROCEED FZ2607'WEST ALONG FOOT TRAIL FOR APPROXIMATELY 100 FEET TO SUMMIT AND STATION FZ2607'DRILLED INTO ROCK LEDGE, BORDERED BY A THIN GRASSY AREA. FZ2607' FZ2607'STATION MARK IS A STANDARD DISK STAMPED---STANLEY 1979---SET FLUSH IN FZ2607'DRILLED HOLE. THE MARK IS 26.2 FEET NORTH-NORTHEAST OF BRASS TOP STAKE FZ2607'STAMPED---NF AP CO 25 1968---, 30.5 FEET NORTHWEST OF 6 INCH OAK WITH FZ2607'REFERENCE TAG, AND 22.9 FEET NORTH OF 5 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2608 *********************************************************************** FZ2608 DESIGNATION - SUSSEX FZ2608 PID - FZ2608 FZ2608 STATE/COUNTY- NC/ASHE FZ2608 USGS QUAD - GRASSY CREEK (1978) FZ2608 FZ2608 *CURRENT SURVEY CONTROL FZ2608 ___________________________________________________________________ FZ2608* NAD 83(1986)- 36 33 44.87620(N) 081 25 03.89963(W) ADJUSTED FZ2608* NAVD 88 - 852.6 (meters) 2797. (feet) VERTCON FZ2608 ___________________________________________________________________ FZ2608 LAPLACE CORR- -4.37 (seconds) DEFLEC99 FZ2608 GEOID HEIGHT- -31.13 (meters) GEOID03 FZ2608 FZ2608 HORZ ORDER - SECOND FZ2608 FZ2608.The North Carolina HARNS have been completed but, FZ2608.due to contractual restrictions, coordinates for these stations FZ2608.will NOT be published in the near future. In the interim, the FZ2608.published coordinates in North Carolina will not be FZ2608.consistent with the Continuously Operating Reference Stations FZ2608.(CORS). The HARN coordinates for these stations are available FZ2608.upon request. Contact Gary Thompson(919-733-3836). FZ2608. FZ2608.In addition, the published North Carolina positions FZ2608.(NAD 83 (1986)) are NOT consistent with those determined in FZ2608.adjacent state readjustments. The discontinuity between stations FZ2608.located in North Carolina and those in adjacent states FZ2608.which have been adjusted to the HARN may be as much as 5 FZ2608.decimeters. This will result in a significant loss of accuracy FZ2608.over lines crossing such state borders. FZ2608 FZ2608 FZ2608.The horizontal coordinates were established by classical geodetic methods FZ2608.and adjusted by the National Geodetic Survey in February 1991. FZ2608 FZ2608.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2608 FZ2608.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2608 FZ2608.The geoid height was determined by GEOID03. FZ2608 FZ2608; North East Units Scale Factor Converg. FZ2608;SPC NC - 314,652.535 393,158.740 MT 1.00013455 -1 23 43.6 FZ2608;SPC NC - 1,032,322.53 1,289,888.30 sFT 1.00013455 -1 23 43.6 FZ2608;SPC VA S - 1,029,464.324 3,238,835.965 MT 1.00004333 -1 46 15.1 FZ2608;UTM 17 - 4,046,418.230 462,618.273 MT 0.99961722 -0 14 55.9 FZ2608 FZ2608! - Elev Factor x Scale Factor = Combined Factor FZ2608!SPC NC - 0.99987110 x 1.00013455 = 1.00000563 FZ2608!SPC VA S - 0.99987110 x 1.00004333 = 0.99991442 FZ2608!UTM 17 - 0.99987110 x 0.99961722 = 0.99948837 FZ2608 FZ2608 SUPERSEDED SURVEY CONTROL FZ2608 FZ2608 NGVD 29 (02/11/91) 852.7 (m) 2798. (f) VERT ANG FZ2608 FZ2608.Superseded values are not recommended for survey control. FZ2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2608.See file dsdata.txt to determine how the superseded data were derived. FZ2608 FZ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6261846418(NAD 83) FZ2608_MARKER: DE = TRAVERSE STATION DISK FZ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2608_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2608+STABILITY: SURFACE MOTION FZ2608 FZ2608 HISTORY - Date Condition Report By FZ2608 HISTORY - 1979 MONUMENTED NCGS FZ2608 FZ2608 STATION DESCRIPTION FZ2608 FZ2608'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ES) FZ2608'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHWEST OF GRASSY FZ2608'CREEK AND 10.2 MILES NORTH-NORTHEAST OF JEFFERSON ALONG NC 16 NEAR THE FZ2608'NORTH CAROLINA-VIRGINIA LINE. FZ2608' FZ2608'TO REACH THE STATION FROM THE CROSSROAD OF STATE ROUTE VA/NC 16 AND FZ2608'COUNTY ROUTE 725 JUST NORTH OF THE STATE LINE IN GRASSY CREEK, PROCEED FZ2608'SOUTHWEST ALONG NC 16 FOR 1.5 MILES TO SR 1531 (SUSSEX ROAD) ON RIGHT FZ2608'AND STATION NORTH-NORTHEAST OF INTERSECTION. FZ2608' FZ2608'STATION MARK IS A STANDARD DISK STAMPED---SUSSEX 1979---SET IN TOP OF FZ2608'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2608'34.7 FEET NORTHWEST OF CENTERLINE OF NC 16, 95.0 FEET NORTH-NORTHEAST FZ2608'OF CENTERLINE OF INTERSECTION, 11.4 FEET SOUTHEAST OF 10 INCH CHERRY FZ2608'WITH REFERENCE TAG, 124.4 FEET SOUTHWEST OF SOUTH END GUARD RAIL, AND FZ2608'94.6 FEET SOUTHWEST OF WEST END OF METAL CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2609 *********************************************************************** FZ2609 DESIGNATION - TAYLOR FZ2609 PID - FZ2609 FZ2609 STATE/COUNTY- NC/ASHE FZ2609 USGS QUAD - JEFFERSON (1998) FZ2609 FZ2609 *CURRENT SURVEY CONTROL FZ2609 ___________________________________________________________________ FZ2609* NAD 83(1986)- 36 27 31.08827(N) 081 24 04.45742(W) ADJUSTED FZ2609* NAVD 88 - 933.0 (meters) 3061. (feet) VERTCON FZ2609 ___________________________________________________________________ FZ2609 LAPLACE CORR- -4.85 (seconds) DEFLEC99 FZ2609 GEOID HEIGHT- -31.32 (meters) GEOID03 FZ2609 FZ2609 HORZ ORDER - SECOND FZ2609 FZ2609.The North Carolina HARNS have been completed but, FZ2609.due to contractual restrictions, coordinates for these stations FZ2609.will NOT be published in the near future. In the interim, the FZ2609.published coordinates in North Carolina will not be FZ2609.consistent with the Continuously Operating Reference Stations FZ2609.(CORS). The HARN coordinates for these stations are available FZ2609.upon request. Contact Gary Thompson(919-733-3836). FZ2609. FZ2609.In addition, the published North Carolina positions FZ2609.(NAD 83 (1986)) are NOT consistent with those determined in FZ2609.adjacent state readjustments. The discontinuity between stations FZ2609.located in North Carolina and those in adjacent states FZ2609.which have been adjusted to the HARN may be as much as 5 FZ2609.decimeters. This will result in a significant loss of accuracy FZ2609.over lines crossing such state borders. FZ2609 FZ2609 FZ2609.The horizontal coordinates were established by classical geodetic methods FZ2609.and adjusted by the National Geodetic Survey in February 1991. FZ2609 FZ2609.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2609 FZ2609.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2609 FZ2609.The geoid height was determined by GEOID03. FZ2609 FZ2609; North East Units Scale Factor Converg. FZ2609;SPC NC - 303,096.854 394,357.912 MT 1.00009459 -1 23 09.3 FZ2609;SPC NC - 994,410.26 1,293,822.58 sFT 1.00009459 -1 23 09.3 FZ2609;UTM 17 - 4,034,894.608 464,047.819 MT 0.99961592 -0 14 18.4 FZ2609 FZ2609! - Elev Factor x Scale Factor = Combined Factor FZ2609!SPC NC - 0.99985851 x 1.00009459 = 0.99995308 FZ2609!UTM 17 - 0.99985851 x 0.99961592 = 0.99947448 FZ2609 FZ2609 SUPERSEDED SURVEY CONTROL FZ2609 FZ2609 NGVD 29 (02/11/91) 933.1 (m) 3061. (f) VERT ANG FZ2609 FZ2609.Superseded values are not recommended for survey control. FZ2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2609.See file dsdata.txt to determine how the superseded data were derived. FZ2609 FZ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6404834895(NAD 83) FZ2609_MARKER: DE = TRAVERSE STATION DISK FZ2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2609_SP_SET: CONCRETE POST FZ2609_STAMPING: TAYLOR 1979 FZ2609_MARK LOGO: NCGS FZ2609_MAGNETIC: O = OTHER; SEE DESCRIPTION FZ2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2609+STABILITY: SURFACE MOTION FZ2609 FZ2609 HISTORY - Date Condition Report By FZ2609 HISTORY - 1979 MONUMENTED NCGS FZ2609 HISTORY - 1979 GOOD NCGS FZ2609 HISTORY - 19850101 GOOD NCGS FZ2609 FZ2609 STATION DESCRIPTION FZ2609 FZ2609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2609'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 3.2 MILES SOUTH OF FZ2609'CRUMPLER AND 4.6 MILES NORTHEAST OF JEFFERSON. FZ2609' FZ2609'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 FZ2609'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 4.15 MILES TO FZ2609'STATION IN LEFT SHOULDER OR 0.6 MILE SOUTH OF SR 1572 (TOM FOWLER FZ2609'ROAD) ENTRANCE. FZ2609' FZ2609'STATION MARK IS A STANDARD DISK STAMPED---TAYLOR 1979---SET IN TOP OF FZ2609'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. THE MARK FZ2609'IS 14.2 FEET WEST-NORTHWEST OF CENTERLINE OF NC 16, 29.3 FEET FZ2609'NORTHEAST OF FENCE POST WITH REFERENCE TAG, AND 57.2 (SLOPE) FEET FZ2609'SOUTHEAST OF 4 INCH LOCUST CLUSTER. FZ2609 FZ2609 STATION RECOVERY (1979) FZ2609 FZ2609'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 FZ2609'RECOVERED IN GOOD CONDITION. FZ2609 FZ2609 STATION RECOVERY (1985) FZ2609 FZ2609'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 FZ2609'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. FZ2609'MARK IS LOCATED 4.3 M (14.1 FT) WEST-NORTHWEST OF THE CENTERLINE OF FZ2609'THE HIGHWAY, 17.3 M (56.8 FT) NORTHEAST OF A CLUMP OF LOCUSTS NEAR FZ2609'THE TOP OF A BANK (SLOPE DISTANCE FROM REFERENCE TAG ON TREE TO DISK) FZ2609', 79.0 M (259.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY FZ2609'AT THE PROLONGATION OF THE SOUTH SIDE OF A WHITE FRAME RESIDENCE, 3.0 FZ2609'M (9.8 FT) EAST-SOUTHEAST OF A WITNESS POST, AND 22.1 M (72.5 FT) FZ2609'WEST OF AND ACROSS THE HIGHWAY FROM A RIGHT-OF-WAY MARKER. FZ2609'MARK IS 1 FOOT LOWER THAN HIGHWAY AND RECESSED 4 INCHES BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ3019 *********************************************************************** FZ3019 DESIGNATION - TT 12 TWC RESET FZ3019 PID - FZ3019 FZ3019 STATE/COUNTY- NC/ASHE FZ3019 USGS QUAD - JEFFERSON (1998) FZ3019 FZ3019 *CURRENT SURVEY CONTROL FZ3019 ___________________________________________________________________ FZ3019* NAD 83(1986)- 36 23 42.11947(N) 081 24 25.74333(W) ADJUSTED FZ3019* NAVD 88 - 818.01 (+/-2cm) 2683.8 (feet) VERTCON FZ3019 ___________________________________________________________________ FZ3019 LAPLACE CORR- -5.41 (seconds) DEFLEC99 FZ3019 GEOID HEIGHT- -31.45 (meters) GEOID03 FZ3019 FZ3019 HORZ ORDER - SECOND FZ3019 VERT ORDER - THIRD (See Below) FZ3019 FZ3019.The North Carolina HARNS have been completed but, FZ3019.due to contractual restrictions, coordinates for these stations FZ3019.will NOT be published in the near future. In the interim, the FZ3019.published coordinates in North Carolina will not be FZ3019.consistent with the Continuously Operating Reference Stations FZ3019.(CORS). The HARN coordinates for these stations are available FZ3019.upon request. Contact Gary Thompson(919-733-3836). FZ3019. FZ3019.In addition, the published North Carolina positions FZ3019.(NAD 83 (1986)) are NOT consistent with those determined in FZ3019.adjacent state readjustments. The discontinuity between stations FZ3019.located in North Carolina and those in adjacent states FZ3019.which have been adjusted to the HARN may be as much as 5 FZ3019.decimeters. This will result in a significant loss of accuracy FZ3019.over lines crossing such state borders. FZ3019 FZ3019 FZ3019.The horizontal coordinates were established by classical geodetic methods FZ3019.and adjusted by the National Geodetic Survey in September 1993. FZ3019 FZ3019.The NAVD 88 height was computed by applying the VERTCON shift value to FZ3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ3019.The vertical order pertains to the NGVD 29 superseded value. FZ3019 FZ3019.The Laplace correction was computed from DEFLEC99 derived deflections. FZ3019 FZ3019.The geoid height was determined by GEOID03. FZ3019 FZ3019; North East Units Scale Factor Converg. FZ3019;SPC NC - 296,053.411 393,656.868 MT 1.00007175 -1 23 21.6 FZ3019;SPC NC - 971,301.90 1,291,522.57 sFT 1.00007175 -1 23 21.6 FZ3019;UTM 17 - 4,027,841.831 463,488.246 MT 0.99961642 -0 14 29.7 FZ3019 FZ3019! - Elev Factor x Scale Factor = Combined Factor FZ3019!SPC NC - 0.99987657 x 1.00007175 = 0.99994831 FZ3019!UTM 17 - 0.99987657 x 0.99961642 = 0.99949304 FZ3019 FZ3019 SUPERSEDED SURVEY CONTROL FZ3019 FZ3019 NGVD 29 (10/27/97) 818.13 (m) 2684.1 (f) LEVELING 3 FZ3019 FZ3019.Superseded values are not recommended for survey control. FZ3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ3019.See file dsdata.txt to determine how the superseded data were derived. FZ3019 FZ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6348827842(NAD 83) FZ3019_MARKER: DD = SURVEY DISK FZ3019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FZ3019_SP_SET: BRIDGE WINGWALL FZ3019_STAMPING: TT 12 TWC RESET 1986 FZ3019_MARK LOGO: USGS FZ3019_MAGNETIC: N = NO MAGNETIC MATERIAL FZ3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ3019+STABILITY: SURFACE MOTION FZ3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ3019+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1991 FZ3019 FZ3019 HISTORY - Date Condition Report By FZ3019 HISTORY - 1986 MONUMENTED USGS FZ3019 HISTORY - 19910731 GOOD NCGS FZ3019 FZ3019 STATION DESCRIPTION FZ3019 FZ3019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ3019'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-SOUTHEAST OF JEFFERSON, FZ3019'3.7 MI (6.0 KM) NORTH-NORTHWEST OF GLENDALE SPRINGS, IN INDEX FZ3019'COMMUNITY. FZ3019'AT THE JUNCTION OF NC 88 AND NC 16, IN SOUTHEAST WINGWALL OF BRIDGE FZ3019'OVER THE SOUTH FORK OF THE NEW RIVER. FZ3019'MARK IS SET FLUSH IN DRILL HOLE AND ABOUT LEVEL WITH THE HIGHWAY. FZ3019'LOCATED 19.0 FT (5.8 M) SOUTH OF THE CENTERLINE OF HIGHWAY, 2.9 FT FZ3019'(0.9 M) SOUTHWEST OF EAST END OF BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2907 *********************************************************************** FZ2907 DESIGNATION - VANNOY FZ2907 PID - FZ2907 FZ2907 STATE/COUNTY- NC/ASHE FZ2907 USGS QUAD - JEFFERSON (1998) FZ2907 FZ2907 *CURRENT SURVEY CONTROL FZ2907 ___________________________________________________________________ FZ2907* NAD 83(1986)- 36 24 57.85554(N) 081 26 57.06297(W) ADJUSTED FZ2907* NAVD 88 - 883.2 (meters) 2898. (feet) VERTCON FZ2907 ___________________________________________________________________ FZ2907 LAPLACE CORR- -5.70 (seconds) DEFLEC99 FZ2907 GEOID HEIGHT- -31.26 (meters) GEOID03 FZ2907 FZ2907 HORZ ORDER - SECOND FZ2907 FZ2907.The North Carolina HARNS have been completed but, FZ2907.due to contractual restrictions, coordinates for these stations FZ2907.will NOT be published in the near future. In the interim, the FZ2907.published coordinates in North Carolina will not be FZ2907.consistent with the Continuously Operating Reference Stations FZ2907.(CORS). The HARN coordinates for these stations are available FZ2907.upon request. Contact Gary Thompson(919-733-3836). FZ2907. FZ2907.In addition, the published North Carolina positions FZ2907.(NAD 83 (1986)) are NOT consistent with those determined in FZ2907.adjacent state readjustments. The discontinuity between stations FZ2907.located in North Carolina and those in adjacent states FZ2907.which have been adjusted to the HARN may be as much as 5 FZ2907.decimeters. This will result in a significant loss of accuracy FZ2907.over lines crossing such state borders. FZ2907 FZ2907 FZ2907.The horizontal coordinates were established by classical geodetic methods FZ2907.and adjusted by the National Geodetic Survey in September 1993. FZ2907 FZ2907.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2907 FZ2907.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2907 FZ2907.The geoid height was determined by GEOID03. FZ2907 FZ2907; North East Units Scale Factor Converg. FZ2907;SPC NC - 298,479.602 389,944.440 MT 1.00007916 -1 24 48.9 FZ2907;SPC NC - 979,261.83 1,279,342.72 sFT 1.00007916 -1 24 48.9 FZ2907;UTM 17 - 4,030,192.124 459,729.701 MT 0.99961998 -0 15 60.0 FZ2907 FZ2907! - Elev Factor x Scale Factor = Combined Factor FZ2907!SPC NC - 0.99986631 x 1.00007916 = 0.99994546 FZ2907!UTM 17 - 0.99986631 x 0.99961998 = 0.99948634 FZ2907 FZ2907: Primary Azimuth Mark Grid Az FZ2907:SPC NC - VANNOY AZ MK 098 41 59.7 FZ2907:UTM 17 - VANNOY AZ MK 097 33 10.8 FZ2907 FZ2907|---------------------------------------------------------------------| FZ2907| PID Reference Object Distance Geod. Az | FZ2907| dddmmss.s | FZ2907| FZ2908 VANNOY AZ MK APPROX. 1.1 KM 0971710.8 | FZ2907| FZ2903 PHOENIX BLUE RIDGE REA TOWER APPROX. 6.1 KM 3250143.5 | FZ2907|---------------------------------------------------------------------| FZ2907 FZ2907 SUPERSEDED SURVEY CONTROL FZ2907 FZ2907 NGVD 29 (10/27/97) 883.3 (m) 2898. (f) VERT ANG FZ2907 FZ2907.Superseded values are not recommended for survey control. FZ2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2907.See file dsdata.txt to determine how the superseded data were derived. FZ2907 FZ2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5973030192(NAD 83) FZ2907_MARKER: DH = HORIZONTAL CONTROL DISK FZ2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2907_SP_SET: CONCRETE POST FZ2907_STAMPING: VANNOY 1984 FZ2907_MARK LOGO: NCGS FZ2907_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2907+STABILITY: SURFACE MOTION FZ2907 FZ2907 HISTORY - Date Condition Report By FZ2907 HISTORY - 1984 MONUMENTED NCGS FZ2907 FZ2907 STATION DESCRIPTION FZ2907 FZ2907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2907'STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) EAST OF JEFFERSON. FZ2907'ALONG SR 1207 FOR 0.5 KM (0.3 MI) SOUTHEAST FROM US 221 AND NC 88, AT FZ2907'THE DRIVEWAY TO THE VANNOY BRICK RESIDENCE. FZ2907'MARK IS A STANDARD NCGS DISK STAMPED---VANNOY 1984---, SET INTO THE FZ2907'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. FZ2907'LOCATED 7.2 M (23.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1207, FZ2907'4.7 M (15.4 FT) WEST-NORTHWEST OF THE EDGE OF THE PAVED DRIVE, 8.4 M FZ2907'(27.6 FT) EAST OF THE END FENCE POST WITH A REFERENCE TAG, 3.6 M FZ2907'(11.8 FT) NORTH OF A 3-INCH DOGWOOD, AND 4.1 M (13.5 FT) FZ2907'SOUTH-SOUTHEAST OF A METAL MAILBOX POST. MARK IS 2 FEET HIGHER THAN FZ2907'ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2908 *********************************************************************** FZ2908 DESIGNATION - VANNOY AZ MK FZ2908 PID - FZ2908 FZ2908 STATE/COUNTY- NC/ASHE FZ2908 USGS QUAD - JEFFERSON (1998) FZ2908 FZ2908 *CURRENT SURVEY CONTROL FZ2908 ___________________________________________________________________ FZ2908* NAD 83(1986)- 36 24 53.45252(N) 081 26 14.47769(W) ADJUSTED FZ2908* NAVD 88 - 850.3 (meters) 2790. (feet) VERTCON FZ2908 ___________________________________________________________________ FZ2908 LAPLACE CORR- -5.98 (seconds) DEFLEC99 FZ2908 GEOID HEIGHT- -31.30 (meters) GEOID03 FZ2908 FZ2908 HORZ ORDER - SECOND FZ2908 FZ2908.The North Carolina HARNS have been completed but, FZ2908.due to contractual restrictions, coordinates for these stations FZ2908.will NOT be published in the near future. In the interim, the FZ2908.published coordinates in North Carolina will not be FZ2908.consistent with the Continuously Operating Reference Stations FZ2908.(CORS). The HARN coordinates for these stations are available FZ2908.upon request. Contact Gary Thompson(919-733-3836). FZ2908. FZ2908.In addition, the published North Carolina positions FZ2908.(NAD 83 (1986)) are NOT consistent with those determined in FZ2908.adjacent state readjustments. The discontinuity between stations FZ2908.located in North Carolina and those in adjacent states FZ2908.which have been adjusted to the HARN may be as much as 5 FZ2908.decimeters. This will result in a significant loss of accuracy FZ2908.over lines crossing such state borders. FZ2908 FZ2908 FZ2908.The horizontal coordinates were established by classical geodetic methods FZ2908.and adjusted by the National Geodetic Survey in September 1993. FZ2908 FZ2908.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2908 FZ2908.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2908 FZ2908.The geoid height was determined by GEOID03. FZ2908 FZ2908; North East Units Scale Factor Converg. FZ2908;SPC NC - 298,317.802 391,001.808 MT 1.00007873 -1 24 24.4 FZ2908;SPC NC - 978,730.99 1,282,811.77 sFT 1.00007873 -1 24 24.4 FZ2908;UTM 17 - 4,030,051.587 460,789.609 MT 0.99961894 -0 15 34.7 FZ2908 FZ2908! - Elev Factor x Scale Factor = Combined Factor FZ2908!SPC NC - 0.99987148 x 1.00007873 = 0.99995020 FZ2908!UTM 17 - 0.99987148 x 0.99961894 = 0.99949047 FZ2908 FZ2908 SUPERSEDED SURVEY CONTROL FZ2908 FZ2908 NGVD 29 (10/27/97) 850.4 (m) 2790. (f) VERT ANG FZ2908 FZ2908.Superseded values are not recommended for survey control. FZ2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2908.See file dsdata.txt to determine how the superseded data were derived. FZ2908 FZ2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6079030052(NAD 83) FZ2908_MARKER: N = NAIL FZ2908_SETTING: 0 = UNSPECIFIED SETTING FZ2908_MARK LOGO: NCGS FZ2908_MAGNETIC: O = OTHER; SEE DESCRIPTION FZ2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2908+STABILITY: SURFACE MOTION FZ2908 FZ2908 HISTORY - Date Condition Report By FZ2908 HISTORY - 1984 MONUMENTED NCGS FZ2908 FZ2908 STATION DESCRIPTION FZ2908 FZ2908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2908'STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) EAST OF JEFFERSON. FZ2908'ALONG NC 16 AND NC 88 FOR 0.8 KM (0.5 MI) SOUTHEAST FROM US 221 (ABOUT FZ2908'1.5 MI (2.4 KM) EAST OF JEFFERSON) TO SR 1587, IN THE Y-INTERSECTION, FZ2908'ON THE PROLONGATION OF THE SOUTHWEST SIDE (BELFRY) OF THE EAST FZ2908'JEFFERSON COMMUNITY CHURCH. FZ2908'MARK IS AN UNSTAMPED PK NAIL IMBEDDED IN AN NCDOT RIGHT-OF-WAY POST. FZ2908'LOCATED 10.4 M (34.1 FT) NORTHEAST OF THE CENTERLINE OF NC 16, 8.7 M FZ2908'(28.5 FT) SOUTH OF THE CENTERLINE OF SR 1587 (DON WALTERS ROAD), AND FZ2908'2.9 M (9.5 FT) WEST-NORTHWEST OF A 48-INCH QUADRUPLE TRUNK BIRCH WITH FZ2908'A REFERENCE TAG. MARK IS 3 FEET ABOVE NC 16. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2909 *********************************************************************** FZ2909 DESIGNATION - WADEBARE FZ2909 PID - FZ2909 FZ2909 STATE/COUNTY- NC/ASHE FZ2909 USGS QUAD - JEFFERSON (1998) FZ2909 FZ2909 *CURRENT SURVEY CONTROL FZ2909 ___________________________________________________________________ FZ2909* NAD 83(1986)- 36 25 55.97235(N) 081 27 25.77358(W) ADJUSTED FZ2909* NAVD 88 - 922.7 (meters) 3027. (feet) VERTCON FZ2909 ___________________________________________________________________ FZ2909 LAPLACE CORR- -4.95 (seconds) DEFLEC99 FZ2909 GEOID HEIGHT- -31.21 (meters) GEOID03 FZ2909 FZ2909 HORZ ORDER - SECOND FZ2909 FZ2909.The North Carolina HARNS have been completed but, FZ2909.due to contractual restrictions, coordinates for these stations FZ2909.will NOT be published in the near future. In the interim, the FZ2909.published coordinates in North Carolina will not be FZ2909.consistent with the Continuously Operating Reference Stations FZ2909.(CORS). The HARN coordinates for these stations are available FZ2909.upon request. Contact Gary Thompson(919-733-3836). FZ2909. FZ2909.In addition, the published North Carolina positions FZ2909.(NAD 83 (1986)) are NOT consistent with those determined in FZ2909.adjacent state readjustments. The discontinuity between stations FZ2909.located in North Carolina and those in adjacent states FZ2909.which have been adjusted to the HARN may be as much as 5 FZ2909.decimeters. This will result in a significant loss of accuracy FZ2909.over lines crossing such state borders. FZ2909 FZ2909 FZ2909.The horizontal coordinates were established by classical geodetic methods FZ2909.and adjusted by the National Geodetic Survey in September 1993. FZ2909 FZ2909.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2909 FZ2909.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2909 FZ2909.The geoid height was determined by GEOID03. FZ2909 FZ2909; North East Units Scale Factor Converg. FZ2909;SPC NC - 300,288.276 389,273.668 MT 1.00008495 -1 25 05.5 FZ2909;SPC NC - 985,195.79 1,277,142.03 sFT 1.00008495 -1 25 05.5 FZ2909;UTM 17 - 4,031,986.182 459,023.189 MT 0.99962069 -0 16 17.4 FZ2909 FZ2909! - Elev Factor x Scale Factor = Combined Factor FZ2909!SPC NC - 0.99986011 x 1.00008495 = 0.99994505 FZ2909!UTM 17 - 0.99986011 x 0.99962069 = 0.99948085 FZ2909 FZ2909 SUPERSEDED SURVEY CONTROL FZ2909 FZ2909 NGVD 29 (10/27/97) 922.8 (m) 3028. (f) VERT ANG FZ2909 FZ2909.Superseded values are not recommended for survey control. FZ2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2909.See file dsdata.txt to determine how the superseded data were derived. FZ2909 FZ2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5902331986(NAD 83) FZ2909_MARKER: DH = HORIZONTAL CONTROL DISK FZ2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2909_SP_SET: CONCRETE POST FZ2909_STAMPING: WADEBARE 1984 FZ2909_MARK LOGO: NCGS FZ2909_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2909+STABILITY: SURFACE MOTION FZ2909 FZ2909 HISTORY - Date Condition Report By FZ2909 HISTORY - 1984 MONUMENTED NCGS FZ2909 FZ2909 STATION DESCRIPTION FZ2909 FZ2909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2909'STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTHEAST OF JEFFERSON. FZ2909'PROCEED ALONG SR 1573 FOR 2.3 KM (1.4 MI) NORTH FROM US 221 BUSINESS FZ2909'AND NC 88 TO SR 1580 (WADE BARE ROAD), THENCE EAST ALONG SR 1580 FOR FZ2909'0.6 KM (0.4 MI) , TO STATION IN THE NORTHEAST QUADRANT OF A PAVED FZ2909'DRIVE TO THE CALLAWAY SPLIT LEVEL RESIDENCE. FZ2909'MARK IS A STANDARD NCGS DISK STAMPED---WADEBARE 1984---, SET INTO THE FZ2909'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 INCHES FZ2909'BELOW GROUND. LOCATED 8.8 M (28.9 FT) NORTHEAST OF THE CENTERLINE OF FZ2909'THE ROAD, 7.0 M (23.0 FT) SOUTHEAST OF THE CENTERLINE OF A PAVED FZ2909'DRIVE, 3.9 M (12.8 FT) EAST OF THE SOUTHEAST END OF THE CULVERT UNDER FZ2909'THE DRIVE, AND 6.3 M (20.7 FT) NORTHWEST OF A 4-INCH LOCUST WITH A FZ2909'REFERENCE TAG. MARK IS 3 FEET ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2611 *********************************************************************** FZ2611 DESIGNATION - WALNUT FZ2611 PID - FZ2611 FZ2611 STATE/COUNTY- NC/ASHE FZ2611 USGS QUAD - GRASSY CREEK (1978) FZ2611 FZ2611 *CURRENT SURVEY CONTROL FZ2611 ___________________________________________________________________ FZ2611* NAD 83(1986)- 36 31 34.94319(N) 081 24 56.90897(W) ADJUSTED FZ2611* NAVD 88 - 802.8 (meters) 2634. (feet) VERTCON FZ2611 ___________________________________________________________________ FZ2611 LAPLACE CORR- -4.27 (seconds) DEFLEC99 FZ2611 GEOID HEIGHT- -31.20 (meters) GEOID03 FZ2611 FZ2611 HORZ ORDER - SECOND FZ2611 FZ2611.The North Carolina HARNS have been completed but, FZ2611.due to contractual restrictions, coordinates for these stations FZ2611.will NOT be published in the near future. In the interim, the FZ2611.published coordinates in North Carolina will not be FZ2611.consistent with the Continuously Operating Reference Stations FZ2611.(CORS). The HARN coordinates for these stations are available FZ2611.upon request. Contact Gary Thompson(919-733-3836). FZ2611. FZ2611.In addition, the published North Carolina positions FZ2611.(NAD 83 (1986)) are NOT consistent with those determined in FZ2611.adjacent state readjustments. The discontinuity between stations FZ2611.located in North Carolina and those in adjacent states FZ2611.which have been adjusted to the HARN may be as much as 5 FZ2611.decimeters. This will result in a significant loss of accuracy FZ2611.over lines crossing such state borders. FZ2611 FZ2611 FZ2611.The horizontal coordinates were established by classical geodetic methods FZ2611.and adjusted by the National Geodetic Survey in February 1991. FZ2611 FZ2611.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2611 FZ2611.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2611 FZ2611.The geoid height was determined by GEOID03. FZ2611 FZ2611; North East Units Scale Factor Converg. FZ2611;SPC NC - 310,643.825 393,235.073 MT 1.00012028 -1 23 39.6 FZ2611;SPC NC - 1,019,170.62 1,290,138.74 sFT 1.00012028 -1 23 39.6 FZ2611;SPC VA S - 1,025,455.520 3,238,886.030 MT 1.00005230 -1 46 10.8 FZ2611;UTM 17 - 4,042,413.894 462,774.737 MT 0.99961707 -0 14 51.0 FZ2611 FZ2611! - Elev Factor x Scale Factor = Combined Factor FZ2611!SPC NC - 0.99987891 x 1.00012028 = 0.99999918 FZ2611!SPC VA S - 0.99987891 x 1.00005230 = 0.99993120 FZ2611!UTM 17 - 0.99987891 x 0.99961707 = 0.99949603 FZ2611 FZ2611 SUPERSEDED SURVEY CONTROL FZ2611 FZ2611 NGVD 29 (02/11/91) 803.0 (m) 2635. (f) VERT ANG FZ2611 FZ2611.Superseded values are not recommended for survey control. FZ2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2611.See file dsdata.txt to determine how the superseded data were derived. FZ2611 FZ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6277542414(NAD 83) FZ2611_MARKER: DE = TRAVERSE STATION DISK FZ2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2611_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2611_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2611+STABILITY: SURFACE MOTION FZ2611 FZ2611 HISTORY - Date Condition Report By FZ2611 HISTORY - 1979 MONUMENTED NCGS FZ2611 FZ2611 STATION DESCRIPTION FZ2611 FZ2611'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2611'THE STATION IS LOCATED ALONG NC 16, AND APPROXIMATELY 2.0 MILES FZ2611'NORTHWEST OF CRUMPLER AND 8.0 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2611' FZ2611'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2611'PROCEED NORTH ALONG NC 16 FOR 0.6 MILES TO STATION IN LEFT SHOULDER FZ2611'AND 0.35 MILE SOUTH OF SR 1536 (HELTON CREEK ROAD) ENTRANCE. FZ2611' FZ2611'STATION MARK IS A STANDARD DISK STAMPED---WALNUT 1979---SET IN TOP OF FZ2611'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK FZ2611'IS 15.6 FEET WEST OF CENTERLINE OF NC 16, 40.8 FEET SOUTHWEST OF POWER FZ2611'POLE WITH TRANSFORMER AND REFERENCE TAG, 31.5 FEET EAST-SOUTHEAST OF 8 FZ2611'INCH POPLAR, AND 72.0 FEET SOUTH-SOUTHEAST OF SOUTH END OF GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2910 *********************************************************************** FZ2910 DESIGNATION - WALTERS FZ2910 PID - FZ2910 FZ2910 STATE/COUNTY- NC/ASHE FZ2910 USGS QUAD - JEFFERSON (1998) FZ2910 FZ2910 *CURRENT SURVEY CONTROL FZ2910 ___________________________________________________________________ FZ2910* NAD 83(1986)- 36 24 41.41715(N) 081 25 28.77059(W) ADJUSTED FZ2910* NAVD 88 - 877.0 (meters) 2877. (feet) VERTCON FZ2910 ___________________________________________________________________ FZ2910 LAPLACE CORR- -5.88 (seconds) DEFLEC99 FZ2910 GEOID HEIGHT- -31.35 (meters) GEOID03 FZ2910 FZ2910 HORZ ORDER - SECOND FZ2910 FZ2910.The North Carolina HARNS have been completed but, FZ2910.due to contractual restrictions, coordinates for these stations FZ2910.will NOT be published in the near future. In the interim, the FZ2910.published coordinates in North Carolina will not be FZ2910.consistent with the Continuously Operating Reference Stations FZ2910.(CORS). The HARN coordinates for these stations are available FZ2910.upon request. Contact Gary Thompson(919-733-3836). FZ2910. FZ2910.In addition, the published North Carolina positions FZ2910.(NAD 83 (1986)) are NOT consistent with those determined in FZ2910.adjacent state readjustments. The discontinuity between stations FZ2910.located in North Carolina and those in adjacent states FZ2910.which have been adjusted to the HARN may be as much as 5 FZ2910.decimeters. This will result in a significant loss of accuracy FZ2910.over lines crossing such state borders. FZ2910 FZ2910 FZ2910.The horizontal coordinates were established by classical geodetic methods FZ2910.and adjusted by the National Geodetic Survey in September 1993. FZ2910 FZ2910.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2910 FZ2910.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2910 FZ2910.The geoid height was determined by GEOID03. FZ2910 FZ2910; North East Units Scale Factor Converg. FZ2910;SPC NC - 297,919.019 392,131.226 MT 1.00007754 -1 23 58.0 FZ2910;SPC NC - 977,422.65 1,286,517.20 sFT 1.00007754 -1 23 58.0 FZ2910;UTM 17 - 4,029,675.670 461,926.261 MT 0.99961786 -0 15 07.5 FZ2910 FZ2910! - Elev Factor x Scale Factor = Combined Factor FZ2910!SPC NC - 0.99986730 x 1.00007754 = 0.99994483 FZ2910!UTM 17 - 0.99986730 x 0.99961786 = 0.99948521 FZ2910 FZ2910 SUPERSEDED SURVEY CONTROL FZ2910 FZ2910 NGVD 29 (10/27/97) 877.1 (m) 2878. (f) VERT ANG FZ2910 FZ2910.Superseded values are not recommended for survey control. FZ2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2910.See file dsdata.txt to determine how the superseded data were derived. FZ2910 FZ2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6192629676(NAD 83) FZ2910_MARKER: DH = HORIZONTAL CONTROL DISK FZ2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2910_SP_SET: CONCRETE POST FZ2910_STAMPING: WALTERS 1984 FZ2910_MARK LOGO: NCGS FZ2910_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2910+STABILITY: SURFACE MOTION FZ2910 FZ2910 HISTORY - Date Condition Report By FZ2910 HISTORY - 1984 MONUMENTED NCGS FZ2910 FZ2910 STATION DESCRIPTION FZ2910 FZ2910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2910'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST-SOUTHEAST OF JEFFERSON. FZ2910'ALONG NC 16 AND NC 88 FOR 2.1 KM (1.3 MI) SOUTHEAST FROM US 221 (ABOUT FZ2910'1.5 MI (2.4 KM) EAST OF JEFFERSON) TO A GRAVEL DRIVE LEADING NORTH TO FZ2910'A PRIVATE RESIDENCE, AND THE MARSH-WALTERS CEMETERY ON TOP OF A HILL. FZ2910'MARK IS A STANDARD NCGS DISK STAMPED---WALTERS 1984---, SET INTO THE FZ2910'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 1 INCH FZ2910'ABOVE GROUND. LOCATED 0.8 M (2.6 FT) WEST-NORTHWEST OF THE NORTHWEST FZ2910'CORNER OF A CHAIN LINK FENCE AROUND THE CEMETERY, AND 5.2 M FZ2910'(17.1 FT) NORTHWEST OF THE CENTER OF THE FREDERICK AND SARAH MARSH FZ2910'HEADSTONE. FZ2910'REFERENCE OBJECT IS A USGS BENCH MARK DISK STAMPED---24 ATA 1950---, FZ2910'LOCATED 5.9 M (19.4 FT) SOUTHWEST OF THE CENTERLINE OF NC 16 AND NC FZ2910'88, IN THE SOUTHWEST WINGWALL, ABOUT 300 FEET SOUTH OF ABOVE FZ2910'INTERSECTION OF HIGHWAY AND GRAVEL DRIVE. MARK IS LEVEL WITH CEMETERY FZ2910'LOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ3026 *********************************************************************** FZ3026 DESIGNATION - WARRENSVILLE AZ MK FZ3026 PID - FZ3026 FZ3026 STATE/COUNTY- NC/ASHE FZ3026 USGS QUAD - WARRENSVILLE (1966) FZ3026 FZ3026 *CURRENT SURVEY CONTROL FZ3026 ___________________________________________________________________ FZ3026* NAD 83(1986)- 36 27 39.50836(N) 081 30 59.45773(W) ADJUSTED FZ3026* NAVD 88 - 820.59 (+/-2cm) 2692.2 (feet) VERTCON FZ3026 ___________________________________________________________________ FZ3026 LAPLACE CORR- -2.51 (seconds) DEFLEC99 FZ3026 GEOID HEIGHT- -31.05 (meters) GEOID03 FZ3026 FZ3026 HORZ ORDER - SECOND FZ3026 VERT ORDER - THIRD (See Below) FZ3026 FZ3026.The North Carolina HARNS have been completed but, FZ3026.due to contractual restrictions, coordinates for these stations FZ3026.will NOT be published in the near future. In the interim, the FZ3026.published coordinates in North Carolina will not be FZ3026.consistent with the Continuously Operating Reference Stations FZ3026.(CORS). The HARN coordinates for these stations are available FZ3026.upon request. Contact Gary Thompson(919-733-3836). FZ3026. FZ3026.In addition, the published North Carolina positions FZ3026.(NAD 83 (1986)) are NOT consistent with those determined in FZ3026.adjacent state readjustments. The discontinuity between stations FZ3026.located in North Carolina and those in adjacent states FZ3026.which have been adjusted to the HARN may be as much as 5 FZ3026.decimeters. This will result in a significant loss of accuracy FZ3026.over lines crossing such state borders. FZ3026 FZ3026 FZ3026.The horizontal coordinates were established by classical geodetic methods FZ3026.and adjusted by the National Geodetic Survey in September 1993. FZ3026 FZ3026.The NAVD 88 height was computed by applying the VERTCON shift value to FZ3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ3026.The vertical order pertains to the NGVD 29 superseded value. FZ3026 FZ3026.The Laplace correction was computed from DEFLEC99 derived deflections. FZ3026 FZ3026.The geoid height was determined by GEOID03. FZ3026 FZ3026; North East Units Scale Factor Converg. FZ3026;SPC NC - 303,612.290 384,033.323 MT 1.00009545 -1 27 08.8 FZ3026;SPC NC - 996,101.32 1,259,949.33 sFT 1.00009545 -1 27 08.8 FZ3026;UTM 17 - 4,035,203.212 453,719.882 MT 0.99962639 -0 18 25.0 FZ3026 FZ3026! - Elev Factor x Scale Factor = Combined Factor FZ3026!SPC NC - 0.99987610 x 1.00009545 = 0.99997154 FZ3026!UTM 17 - 0.99987610 x 0.99962639 = 0.99950254 FZ3026 FZ3026 SUPERSEDED SURVEY CONTROL FZ3026 FZ3026 NGVD 29 (09/17/93) 820.67 (m) 2692.5 (f) LEVELING 3 FZ3026 FZ3026.Superseded values are not recommended for survey control. FZ3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ3026.See file dsdata.txt to determine how the superseded data were derived. FZ3026 FZ3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5372035203(NAD 83) FZ3026_MARKER: DZ = AZIMUTH MARK DISK FZ3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ3026_SP_SET: CONCRETE POST FZ3026_STAMPING: WARRENSVILLE 1991 FZ3026_MARK LOGO: NCGS FZ3026_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ3026+STABILITY: SURFACE MOTION FZ3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ3026+SATELLITE: SATELLITE OBSERVATIONS - 1991 FZ3026 FZ3026 HISTORY - Date Condition Report By FZ3026 HISTORY - 1991 MONUMENTED NCGS FZ3026 FZ3026 STATION DESCRIPTION FZ3026 FZ3026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 FZ3026'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTHWEST OF JEFFERSON, IN FZ3026'WARRENSVILLE. FZ3026'ALONG SR 1506 FOR 0.1 MI (0.2 KM) EAST FROM THE POST OFFICE, IN THE FZ3026'EAST QUADRANT OF THE INTERSECTION OF SR 1506, SR 1505, AND SR 1507, FZ3026'IN GRASSY AREA NEAR PICNIC TABLE. FZ3026'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 20.2 FT FZ3026'(6.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1505, 125.2 FT FZ3026'(38.2 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY BRICK FZ3026'BUILDING, 71.5 FT (21.8 M) NORTH-NORTHEAST OF THE NORTHWEST END OF FZ3026'FOOTBRIDGE RAIL ALONG SR 1507, 75.0 FT (22.9 M) EAST OF A ROUND ROCK FZ3026'PLANTER IN THE EAST QUADRANT OF INTERSECTION, 19.0 FT (5.8 M) FZ3026'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE PAD FOR PICNIC FZ3026'TABLE, AND 44.0 FT (13.4 M) NORTH OF A LIGHT POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2612 *********************************************************************** FZ2612 DESIGNATION - WEAVER FZ2612 PID - FZ2612 FZ2612 STATE/COUNTY- NC/ASHE FZ2612 USGS QUAD - GRASSY CREEK (1978) FZ2612 FZ2612 *CURRENT SURVEY CONTROL FZ2612 ___________________________________________________________________ FZ2612* NAD 83(1986)- 36 32 35.84265(N) 081 25 25.69302(W) ADJUSTED FZ2612* NAVD 88 - 830.3 (meters) 2724. (feet) VERTCON FZ2612 ___________________________________________________________________ FZ2612 LAPLACE CORR- -3.92 (seconds) DEFLEC99 FZ2612 GEOID HEIGHT- -31.15 (meters) GEOID03 FZ2612 FZ2612 HORZ ORDER - SECOND FZ2612 FZ2612.The North Carolina HARNS have been completed but, FZ2612.due to contractual restrictions, coordinates for these stations FZ2612.will NOT be published in the near future. In the interim, the FZ2612.published coordinates in North Carolina will not be FZ2612.consistent with the Continuously Operating Reference Stations FZ2612.(CORS). The HARN coordinates for these stations are available FZ2612.upon request. Contact Gary Thompson(919-733-3836). FZ2612. FZ2612.In addition, the published North Carolina positions FZ2612.(NAD 83 (1986)) are NOT consistent with those determined in FZ2612.adjacent state readjustments. The discontinuity between stations FZ2612.located in North Carolina and those in adjacent states FZ2612.which have been adjusted to the HARN may be as much as 5 FZ2612.decimeters. This will result in a significant loss of accuracy FZ2612.over lines crossing such state borders. FZ2612 FZ2612 FZ2612.The horizontal coordinates were established by classical geodetic methods FZ2612.and adjusted by the National Geodetic Survey in February 1991. FZ2612 FZ2612.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2612 FZ2612.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2612 FZ2612.The geoid height was determined by GEOID03. FZ2612 FZ2612; North East Units Scale Factor Converg. FZ2612;SPC NC - 312,538.161 392,564.947 MT 1.00012692 -1 23 56.2 FZ2612;SPC NC - 1,025,385.62 1,287,940.16 sFT 1.00012692 -1 23 56.2 FZ2612;SPC VA S - 1,027,354.067 3,238,228.380 MT 1.00004805 -1 46 28.3 FZ2612;UTM 17 - 4,044,293.488 462,067.191 MT 0.99961773 -0 15 08.5 FZ2612 FZ2612! - Elev Factor x Scale Factor = Combined Factor FZ2612!SPC NC - 0.99987460 x 1.00012692 = 1.00000151 FZ2612!SPC VA S - 0.99987460 x 1.00004805 = 0.99992265 FZ2612!UTM 17 - 0.99987460 x 0.99961773 = 0.99949238 FZ2612 FZ2612 SUPERSEDED SURVEY CONTROL FZ2612 FZ2612 NGVD 29 (02/11/91) 830.4 (m) 2724. (f) VERT ANG FZ2612 FZ2612.Superseded values are not recommended for survey control. FZ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2612.See file dsdata.txt to determine how the superseded data were derived. FZ2612 FZ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6206744293(NAD 83) FZ2612_MARKER: DE = TRAVERSE STATION DISK FZ2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2612_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2612+STABILITY: SURFACE MOTION FZ2612 FZ2612 HISTORY - Date Condition Report By FZ2612 HISTORY - 1979 MONUMENTED NCGS FZ2612 FZ2612 STATION DESCRIPTION FZ2612 FZ2612'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2612'THE STATION IS LOCATED ALONG NC 16, APPROXIMATELY 2.8 MILES SOUTHWEST FZ2612'OF GRASSY CREEK AND 8.8 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2612' FZ2612'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER, FZ2612'PROCEED NORTH ALONG NC 16 FOR 1.9 MILES TO STATION ON LEFT AT END OF FZ2612'GUARD RAIL NEAR WEAVER RESIDENCE AND 0.75 MILE NORTH OF NC 16 BRIDGE FZ2612'OVER HELTON CREEK. FZ2612' FZ2612'STATION MARK IS A STANDARD DISK STAMPED---WEAVER 1979---SET IN TOP OF FZ2612'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2612'23.2 FEET WEST OF CENTERLINE OF NC 16, 4.9 FEET WEST-SOUTHWEST OF FZ2612'NORTH END OF GUARD RAIL, AND 90.0 FEET SOUTH-SOUTHEAST OF 18 INCH WHIT FZ2612'PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2613 *********************************************************************** FZ2613 DESIGNATION - WEST FZ2613 PID - FZ2613 FZ2613 STATE/COUNTY- NC/ASHE FZ2613 USGS QUAD - GRASSY CREEK (1978) FZ2613 FZ2613 *CURRENT SURVEY CONTROL FZ2613 ___________________________________________________________________ FZ2613* NAD 83(1986)- 36 33 17.62031(N) 081 25 14.19246(W) ADJUSTED FZ2613* NAVD 88 - 872.1 (meters) 2861. (feet) VERTCON FZ2613 ___________________________________________________________________ FZ2613 LAPLACE CORR- -4.02 (seconds) DEFLEC99 FZ2613 GEOID HEIGHT- -31.14 (meters) GEOID03 FZ2613 FZ2613 HORZ ORDER - SECOND FZ2613 FZ2613.The North Carolina HARNS have been completed but, FZ2613.due to contractual restrictions, coordinates for these stations FZ2613.will NOT be published in the near future. In the interim, the FZ2613.published coordinates in North Carolina will not be FZ2613.consistent with the Continuously Operating Reference Stations FZ2613.(CORS). The HARN coordinates for these stations are available FZ2613.upon request. Contact Gary Thompson(919-733-3836). FZ2613. FZ2613.In addition, the published North Carolina positions FZ2613.(NAD 83 (1986)) are NOT consistent with those determined in FZ2613.adjacent state readjustments. The discontinuity between stations FZ2613.located in North Carolina and those in adjacent states FZ2613.which have been adjusted to the HARN may be as much as 5 FZ2613.decimeters. This will result in a significant loss of accuracy FZ2613.over lines crossing such state borders. FZ2613 FZ2613 FZ2613.The horizontal coordinates were established by classical geodetic methods FZ2613.and adjusted by the National Geodetic Survey in February 1991. FZ2613 FZ2613.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2613 FZ2613.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2613 FZ2613.The geoid height was determined by GEOID03. FZ2613 FZ2613; North East Units Scale Factor Converg. FZ2613;SPC NC - 313,818.752 392,882.349 MT 1.00013152 -1 23 49.6 FZ2613;SPC NC - 1,029,587.02 1,288,981.51 sFT 1.00013152 -1 23 49.6 FZ2613;SPC VA S - 1,028,632.445 3,238,554.141 MT 1.00004518 -1 46 21.3 FZ2613;UTM 17 - 4,045,579.516 462,358.755 MT 0.99961746 -0 15 01.9 FZ2613 FZ2613! - Elev Factor x Scale Factor = Combined Factor FZ2613!SPC NC - 0.99986803 x 1.00013152 = 0.99999954 FZ2613!SPC VA S - 0.99986803 x 1.00004518 = 0.99991321 FZ2613!UTM 17 - 0.99986803 x 0.99961746 = 0.99948554 FZ2613 FZ2613 SUPERSEDED SURVEY CONTROL FZ2613 FZ2613 NGVD 29 (02/11/91) 872.2 (m) 2862. (f) VERT ANG FZ2613 FZ2613.Superseded values are not recommended for survey control. FZ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2613.See file dsdata.txt to determine how the superseded data were derived. FZ2613 FZ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6235945580(NAD 83) FZ2613_MARKER: DE = TRAVERSE STATION DISK FZ2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2613_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2613+STABILITY: SURFACE MOTION FZ2613 FZ2613 HISTORY - Date Condition Report By FZ2613 HISTORY - 1979 MONUMENTED NCGS FZ2613 FZ2613 STATION DESCRIPTION FZ2613 FZ2613'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2613'THE STATION IS LOCATED ALONG NC 16, APPROXIMATELY 2.2 MILES SOUTHWEST FZ2613'OF GRASSY CREEK AND 9.6 MILES NORTH-NORTHEAST OF JEFFERSON. FZ2613' FZ2613'TO REACH THE STATION FROM THE FIRST INTERSECTION NORTH OF THE STATE FZ2613'LINE ALONG NC 16 AT GRASSY CREEK, PROCEED SOUTHWEST ALONG NC 16 FOR FZ2613'2.05 MILES TO STATION IN THE LEFT SHOULDER NEAR WEST RESIDENCE ALONG FZ2613'EAST PROLONGATION OF CHAIN LINK FENCE, AND 0.1 MILE NORTH OF PLEASANT FZ2613'HOME CHURCH. FZ2613' FZ2613'STATION MARK IS A STANDARD DISK STAMPED---WEST 1979---SET IN TOP OF A FZ2613'10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. THE MARK IS FZ2613'18.7 FEET EAST-SOUTHEAST OF CENTERLINE OF NC 16, 33.1 FEET FZ2613'WEST-NORTHWEST OF FENCE POST WITH REFERENCE TAG, AND 139.2 FEET FZ2613'NORTHEAST OF CENTERLINE INTERSECTION OF NC 16 AND WEST DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2615 *********************************************************************** FZ2615 DESIGNATION - WINEBARGER FZ2615 PID - FZ2615 FZ2615 STATE/COUNTY- NC/ASHE FZ2615 USGS QUAD - BALDWIN GAP (1959) FZ2615 FZ2615 *CURRENT SURVEY CONTROL FZ2615 ___________________________________________________________________ FZ2615* NAD 83(1986)- 36 23 53.63020(N) 081 39 41.07068(W) ADJUSTED FZ2615* NAVD 88 - 1057.8 (meters) 3470. (feet) VERTCON FZ2615 ___________________________________________________________________ FZ2615 LAPLACE CORR- 1.07 (seconds) DEFLEC99 FZ2615 GEOID HEIGHT- -30.91 (meters) GEOID03 FZ2615 FZ2615 HORZ ORDER - SECOND FZ2615 FZ2615.The North Carolina HARNS have been completed but, FZ2615.due to contractual restrictions, coordinates for these stations FZ2615.will NOT be published in the near future. In the interim, the FZ2615.published coordinates in North Carolina will not be FZ2615.consistent with the Continuously Operating Reference Stations FZ2615.(CORS). The HARN coordinates for these stations are available FZ2615.upon request. Contact Gary Thompson(919-733-3836). FZ2615. FZ2615.In addition, the published North Carolina positions FZ2615.(NAD 83 (1986)) are NOT consistent with those determined in FZ2615.adjacent state readjustments. The discontinuity between stations FZ2615.located in North Carolina and those in adjacent states FZ2615.which have been adjusted to the HARN may be as much as 5 FZ2615.decimeters. This will result in a significant loss of accuracy FZ2615.over lines crossing such state borders. FZ2615 FZ2615 FZ2615.The horizontal coordinates were established by classical geodetic methods FZ2615.and adjusted by the National Geodetic Survey in February 1991. FZ2615 FZ2615.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2615 FZ2615.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2615 FZ2615.The geoid height was determined by GEOID03. FZ2615 FZ2615; North East Units Scale Factor Converg. FZ2615;SPC NC - 296,990.412 370,862.257 MT 1.00007287 -1 32 09.9 FZ2615;SPC NC - 974,376.04 1,216,737.25 sFT 1.00007287 -1 32 09.9 FZ2615;SPC TN - 237,728.438 989,078.512 MT 0.99999678 +2 32 23.9 FZ2615;SPC TN - 779,947.38 3,245,001.75 sFT 0.99999678 +2 32 23.9 FZ2615;UTM 17 - 4,028,322.664 440,689.572 MT 0.99964334 -0 23 33.0 FZ2615 FZ2615! - Elev Factor x Scale Factor = Combined Factor FZ2615!SPC NC - 0.99983887 x 1.00007287 = 0.99991173 FZ2615!SPC TN - 0.99983887 x 0.99999678 = 0.99983565 FZ2615!UTM 17 - 0.99983887 x 0.99964334 = 0.99948227 FZ2615 FZ2615 SUPERSEDED SURVEY CONTROL FZ2615 FZ2615 NGVD 29 (02/11/91) 1057.8 (m) 3470. (f) VERT ANG FZ2615 FZ2615.Superseded values are not recommended for survey control. FZ2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2615.See file dsdata.txt to determine how the superseded data were derived. FZ2615 FZ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4069028323(NAD 83) FZ2615_MARKER: DE = TRAVERSE STATION DISK FZ2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2615_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2615_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2615+STABILITY: SURFACE MOTION FZ2615 FZ2615 HISTORY - Date Condition Report By FZ2615 HISTORY - 1979 MONUMENTED NCGS FZ2615 FZ2615 STATION DESCRIPTION FZ2615 FZ2615'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2615'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTHWEST OF CRESTON, FZ2615'AND 11.0 MILES WEST OF JEFFERSON. FZ2615' FZ2615'TO REACH THE STATION FROM THE ASHE COUNTY COURTHOUSE IN JEFFERSON, FZ2615'PROCEED WEST ALONG NC 88 FOR 20.8 MILES TO SR 1119 (PEAK VALLEY ROAD) FZ2615'ON LEFT AT MAXWELL, THENCE SOUTHERLY ALONG SR 1119 FOR 1.2 MILES TO FZ2615'THE END ON SR 1119 AT THE JUNCTION WITH SR 1121, CONTINUE EASTERLY FZ2615'ALONG SR 1121 FOR 0.75 MILE TO WINEBARGER CEMETERY ON LEFT, CONTINUE FZ2615'AROUND CURVE TO LEFT FOR 0.15 MILE TO STATION. FZ2615' FZ2615'STATION MARK IS A STANDARD DISK STAMPED---WINEBARGER 1979---SET IN TOP FZ2615'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS FZ2615'19.5 FEET SOUTHEAST OF CENTERLINE OF SR 1121, 36.5 FEET EAST-NORTHEAST FZ2615'OF CENTERLINE INTERSECTION OF SR 1121 AND PASTURE ROAD, AND 3.8 FEET FZ2615'SOUTH OF FENCE POST, 8.3 FEET NORTHEAST OF FENCE POST, AND 60.3 FEET FZ2615'NORTH-NORTHEAST OF 18 INCH CHERRY ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2911 *********************************************************************** FZ2911 DESIGNATION - WITHERSPOON FZ2911 PID - FZ2911 FZ2911 STATE/COUNTY- NC/ASHE FZ2911 USGS QUAD - JEFFERSON (1998) FZ2911 FZ2911 *CURRENT SURVEY CONTROL FZ2911 ___________________________________________________________________ FZ2911* NAD 83(1986)- 36 26 08.46534(N) 081 26 23.89511(W) ADJUSTED FZ2911* NAVD 88 - 928.2 (meters) 3045. (feet) VERTCON FZ2911 ___________________________________________________________________ FZ2911 LAPLACE CORR- -5.30 (seconds) DEFLEC99 FZ2911 GEOID HEIGHT- -31.25 (meters) GEOID03 FZ2911 FZ2911 HORZ ORDER - SECOND FZ2911 FZ2911.The North Carolina HARNS have been completed but, FZ2911.due to contractual restrictions, coordinates for these stations FZ2911.will NOT be published in the near future. In the interim, the FZ2911.published coordinates in North Carolina will not be FZ2911.consistent with the Continuously Operating Reference Stations FZ2911.(CORS). The HARN coordinates for these stations are available FZ2911.upon request. Contact Gary Thompson(919-733-3836). FZ2911. FZ2911.In addition, the published North Carolina positions FZ2911.(NAD 83 (1986)) are NOT consistent with those determined in FZ2911.adjacent state readjustments. The discontinuity between stations FZ2911.located in North Carolina and those in adjacent states FZ2911.which have been adjusted to the HARN may be as much as 5 FZ2911.decimeters. This will result in a significant loss of accuracy FZ2911.over lines crossing such state borders. FZ2911 FZ2911 FZ2911.The horizontal coordinates were established by classical geodetic methods FZ2911.and adjusted by the National Geodetic Survey in September 1993. FZ2911 FZ2911.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2911 FZ2911.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2911 FZ2911.The geoid height was determined by GEOID03. FZ2911 FZ2911; North East Units Scale Factor Converg. FZ2911;SPC NC - 300,635.263 390,824.069 MT 1.00008620 -1 24 29.8 FZ2911;SPC NC - 986,334.19 1,282,228.63 sFT 1.00008620 -1 24 29.8 FZ2911;UTM 17 - 4,032,363.954 460,565.617 MT 0.99961916 -0 15 40.7 FZ2911 FZ2911! - Elev Factor x Scale Factor = Combined Factor FZ2911!SPC NC - 0.99985926 x 1.00008620 = 0.99994544 FZ2911!UTM 17 - 0.99985926 x 0.99961916 = 0.99947847 FZ2911 FZ2911 SUPERSEDED SURVEY CONTROL FZ2911 FZ2911 NGVD 29 (10/27/97) 928.3 (m) 3046. (f) VERT ANG FZ2911 FZ2911.Superseded values are not recommended for survey control. FZ2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2911.See file dsdata.txt to determine how the superseded data were derived. FZ2911 FZ2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6056632364(NAD 83) FZ2911_MARKER: DH = HORIZONTAL CONTROL DISK FZ2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2911_SP_SET: CONCRETE POST FZ2911_STAMPING: WITHERSPOON 1984 FZ2911_MARK LOGO: NCGS FZ2911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FZ2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2911+STABILITY: SURFACE MOTION FZ2911 FZ2911 HISTORY - Date Condition Report By FZ2911 HISTORY - 1984 MONUMENTED NCGS FZ2911 FZ2911 STATION DESCRIPTION FZ2911 FZ2911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 FZ2911'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-NORTHEAST OF JEFFERSON. FZ2911'ABOUT 256 FEET SOUTH ALONG THE HIGHWAY FROM JUNCTION OF US 221 AND NC FZ2911'16 (ABOUT 1.5 MI (2.4 KM) EAST OF JEFFERSON), IN THE NORTHWEST FZ2911'QUADRANT OF INTERSECTION WITH A DRIVE, BESIDE A CORNER FENCE POST. FZ2911'STATION IS A STANDARD NCGS DISK STAMPED---WITHERSPOON 1984---, SET FZ2911'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH FZ2911'WITH GROUND. LOCATED 15.0 M (49.2 FT) WEST-NORTHWEST OF THE FZ2911'CENTERLINE OF THE HIGHWAY--AND 0.7 M (2.3 FT) EAST OF A CORNER FENCE FZ2911'POST, 16.5 M (54.1 FT) NORTH OF A TELEPHONE PEDESTAL, AND 17.7 M FZ2911'(58.1 FT) SOUTH OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. MARK FZ2911'IS 2 FEET HIGHER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FZ2616 *********************************************************************** FZ2616 DESIGNATION - WKSK FZ2616 PID - FZ2616 FZ2616 STATE/COUNTY- NC/ASHE FZ2616 USGS QUAD - JEFFERSON (1998) FZ2616 FZ2616 *CURRENT SURVEY CONTROL FZ2616 ___________________________________________________________________ FZ2616* NAD 83(1986)- 36 24 37.69555(N) 081 29 44.81154(W) ADJUSTED FZ2616* NAVD 88 - 968.0 (meters) 3176. (feet) VERTCON FZ2616 ___________________________________________________________________ FZ2616 LAPLACE CORR- -4.87 (seconds) DEFLEC99 FZ2616 GEOID HEIGHT- -31.14 (meters) GEOID03 FZ2616 FZ2616 HORZ ORDER - SECOND FZ2616 FZ2616.The North Carolina HARNS have been completed but, FZ2616.due to contractual restrictions, coordinates for these stations FZ2616.will NOT be published in the near future. In the interim, the FZ2616.published coordinates in North Carolina will not be FZ2616.consistent with the Continuously Operating Reference Stations FZ2616.(CORS). The HARN coordinates for these stations are available FZ2616.upon request. Contact Gary Thompson(919-733-3836). FZ2616. FZ2616.In addition, the published North Carolina positions FZ2616.(NAD 83 (1986)) are NOT consistent with those determined in FZ2616.adjacent state readjustments. The discontinuity between stations FZ2616.located in North Carolina and those in adjacent states FZ2616.which have been adjusted to the HARN may be as much as 5 FZ2616.decimeters. This will result in a significant loss of accuracy FZ2616.over lines crossing such state borders. FZ2616 FZ2616 FZ2616.The horizontal coordinates were established by classical geodetic methods FZ2616.and adjusted by the National Geodetic Survey in February 1991. FZ2616 FZ2616.The NAVD 88 height was computed by applying the VERTCON shift value to FZ2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ2616 FZ2616.The Laplace correction was computed from DEFLEC99 derived deflections. FZ2616 FZ2616.The geoid height was determined by GEOID03. FZ2616 FZ2616; North East Units Scale Factor Converg. FZ2616;SPC NC - 297,962.423 385,750.621 MT 1.00007718 -1 26 25.8 FZ2616;SPC NC - 977,565.05 1,265,583.50 sFT 1.00007718 -1 26 25.8 FZ2616;UTM 17 - 4,029,591.404 455,548.978 MT 0.99962434 -0 17 39.4 FZ2616 FZ2616! - Elev Factor x Scale Factor = Combined Factor FZ2616!SPC NC - 0.99985299 x 1.00007718 = 0.99993016 FZ2616!UTM 17 - 0.99985299 x 0.99962434 = 0.99947739 FZ2616 FZ2616 SUPERSEDED SURVEY CONTROL FZ2616 FZ2616 NGVD 29 (02/11/91) 968.0 (m) 3176. (f) VERT ANG FZ2616 FZ2616.Superseded values are not recommended for survey control. FZ2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2616.See file dsdata.txt to determine how the superseded data were derived. FZ2616 FZ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5554929591(NAD 83) FZ2616_MARKER: DE = TRAVERSE STATION DISK FZ2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2616_SP_SET: SET IN TOP OF CONCRETE MONUMENT FZ2616_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2616+STABILITY: SURFACE MOTION FZ2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FZ2616+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2001 FZ2616 FZ2616 HISTORY - Date Condition Report By FZ2616 HISTORY - 1979 MONUMENTED NCGS FZ2616 HISTORY - 20010702 GOOD MAC FZ2616 FZ2616 STATION DESCRIPTION FZ2616 FZ2616'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL) FZ2616'THE STATION IS LOCATED APPROXIMATELY 0.6 MILES NORTH OF WEST JEFFERSON FZ2616'AND 1.6 MILES WEST-SOUTHWEST OF JEFFERSON. FZ2616' FZ2616'TO REACH THE STATION FROM JUNCTION OF US 221 (BUS) AND NC 194 FZ2616'(NORTH JEFFERSON AVENUE) IN WEST JEFFERSON, PROCEED NORTH ALONG NC 194 FZ2616'FOR 0.5 MILES TO PAVED DRIVE ON RIGHT, THENCE NORTHEAST ALONG PAVED FZ2616'DRIVE FOR 0.2 MILE TO WKSK RADIO STATION AND MARK NEAR SOUTHEAST FZ2616'CORNER OF BRICK BUILDING ON EAST PROLONGATION OF FRONT OF BUILDING. FZ2616' FZ2616'STATION MARK IS A STANDARD DISK STAMPED---WKSK 1979---SET IN TOP OF 10 FZ2616'INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 34.9 FZ2616'FEET EAST OF SOUTHEAST CORNER OF BRICK BUILDING, 18.0 FEET FZ2616'EAST-NORTHEAST OF POWER SERVICE POLE WITH REFERENCE TAG, 46.0 FEET FZ2616'SOUTHEAST OF POWER SERVICE POLE WITH REFERENCE TAG, AND 36.0 FEET FZ2616'NORTHWEST OF GUY WIRE ANCHOR. FZ2616 FZ2616 STATION RECOVERY (2001) FZ2616 FZ2616'RECOVERY NOTE BY MATTERN AND CRAIG 2001 (JAN) FZ2616'RECOVERED IN GOOD CONDITION.