1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1359 *********************************************************************** FA1359 DESIGNATION - AEROQUIP FA1359 PID - FA1359 FA1359 STATE/COUNTY- NC/RUTHERFORD FA1359 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1359 FA1359 *CURRENT SURVEY CONTROL FA1359 ___________________________________________________________________ FA1359* NAD 83(1986)- 35 20 23.69864(N) 081 54 13.06914(W) ADJUSTED FA1359* NAVD 88 - 312.999 (meters) 1026.90 (feet) ADJUSTED FA1359 ___________________________________________________________________ FA1359 LAPLACE CORR- -0.60 (seconds) DEFLEC99 FA1359 GEOID HEIGHT- -32.01 (meters) GEOID99 FA1359 DYNAMIC HT - 312.688 (meters) 1025.88 (feet) COMP FA1359 MODELED GRAV- 979,634.0 (mgal) NAVD 88 FA1359 FA1359 HORZ ORDER - SECOND FA1359 VERT ORDER - SECOND CLASS II FA1359 FA1359.The North Carolina/South Carolina HARNS have been completed but, FA1359.due to contractual restrictions, coordinates for these stations FA1359.will NOT be published in the near future. In the interim, the FA1359.published coordinates in North and South Carolina will not be FA1359.consistent with the Continuously Operating Reference Stations FA1359.(CORS). The HARN coordinates for these stations are available FA1359.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1359.Lapine(803-896-7700). FA1359. FA1359.In addition, the published North and South Carolina positions FA1359.(NAD 83 (1986)) are NOT consistent with those determined in FA1359.adjacent state readjustments. The discontinuity between stations FA1359.located in North or South Carolina and those in adjacent states FA1359.which have been adjusted to the HARN may be as much as 5 FA1359.decimeters. This will result in a significant loss of accuracy FA1359.over lines crossing such state borders. FA1359 FA1359 FA1359.The horizontal coordinates were established by classical geodetic methods FA1359.and adjusted by the National Geodetic Survey in July 1986. FA1359 FA1359.The orthometric height was determined by differential leveling FA1359.and adjusted by the National Geodetic Survey in June 1991. FA1359 FA1359.The Laplace correction was computed from DEFLEC99 derived deflections. FA1359 FA1359.The geoid height was determined by GEOID99. FA1359 FA1359.The dynamic height is computed by dividing the NAVD 88 FA1359.geopotential number by the normal gravity value computed on the FA1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1359.degrees latitude (g = 980.6199 gals.). FA1359 FA1359.The modeled gravity was interpolated from observed gravity values. FA1359 FA1359; North East Units Scale Converg. FA1359;SPC NC - 180,229.208 345,705.901 MT 0.99987377 -1 40 33.2 FA1359;UTM 17 - 3,911,114.121 417,883.550 MT 0.99968310 -0 31 21.8 FA1359 FA1359: Primary Azimuth Mark Grid Az FA1359:SPC NC - PROCTOR NCGS 1972 198 38 48.9 FA1359:UTM 17 - PROCTOR NCGS 1972 197 29 37.5 FA1359 FA1359|---------------------------------------------------------------------| FA1359| PID Reference Object Distance Geod. Az | FA1359| dddmmss.s | FA1359| FA3332 PROCTOR NCGS 1972 APPROX. 0.8 KM 1965815.7 | FA1359|---------------------------------------------------------------------| FA1359 FA1359 SUPERSEDED SURVEY CONTROL FA1359 FA1359 NAD 27 - 35 20 23.24162(N) 081 54 13.70422(W) AD( ) 2 FA1359 NGVD 29 - 313.252 (m) 1027.73 (f) ADJ UNCH 2 2 FA1359 FA1359.Superseded values are not recommended for survey control. FA1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1359.See file dsdata.txt to determine how the superseded data were derived. FA1359 FA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1788411114(NAD 83) FA1359_MARKER: DE = TRAVERSE STATION DISK FA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1359_STAMPING: AEROQUIP 1972 FA1359_MARK LOGO: NCGS FA1359_PROJECTION: RECESSED 3 CENTIMETERS FA1359_MAGNETIC: N = NO MAGNETIC MATERIAL FA1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1359+STABILITY: SURFACE MOTION FA1359 FA1359 HISTORY - Date Condition Report By FA1359 HISTORY - 1972 MONUMENTED NCGS FA1359 HISTORY - 19731101 GOOD NCGS FA1359 HISTORY - 19850101 GOOD NCGS FA1359 HISTORY - 19960524 GOOD USPSQD FA1359 HISTORY - 20010331 MARK NOT FOUND NGS FA1359 FA1359 STATION DESCRIPTION FA1359 FA1359'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1359'AEROQUIP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA1359'THE VICINITY OF SPINDALE, NORTH CAROLINA. FA1359' FA1359'AEROQUIP IS LOCATED APPROXIMATELY 1.9 MILES SE OF SPINDALE, AND 2.4 FA1359'MILES WEST OF FOREST CITY. TO REACH STATION FROM THE INTERSECTION FA1359'OF US 74 BUSINESS AND US 221A WITH US 74 BYPASS IN SE FA1359'RUTHERFORDTON, PROCEED SE ALONG US 74 BYPASS FOR 3.1 MILES TO FA1359'INTERSECTION WITH DANIEL ROAD (SR 2184), THENCE NE ALONG SR FA1359'2184 FOR 0.1 MILE TO STATION ON THE RIGHT. 0.35 MILE SSW OF FA1359'INTERSECTION WITH SR 2185, APPROXIMATELY 800 FEET SOUTH OF FA1359'AEROQUIP PLANT, APPROXIMATELY 30 FEET WEST OF THE SOUTH PROJECTION FA1359'OF THE EAST SIDE OF THE PLANT BUILDING, OPPOSITE DRIVEWAY TO FA1359'BARRETT DANIEL RESIDENCE, ON THE SOUTH SIDE OF FENCE, NEXT TO FA1359'CENTER BRACE POLE. FA1359' FA1359'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA1359'AEROQUIP 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA1359'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FA1359' FA1359'MARK IS FA1359'37.0 FEET SSW OF C/L OF SR 2184. FA1359'126.6 FEET WNW OF PUBLIC GAS CO. SERVICE PIPE (ON SOUTH SIDE OF FA1359'ROAD). FA1359'3.0 FEET S OF CENTER BRACE POLE OF FENCE. FA1359'9.1 FEET ESE OF WESTERNMOST BRACE POLE. FA1359 FA1359 STATION RECOVERY (1973) FA1359 FA1359'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1359'1.9 MI SE OF SPINDALE. FA1359'AEROQUIP IS LOCATED APPROXIMATELY 2.7 MILES SOUTHEAST OF COURTHOUSE IN FA1359'RUTHERFORDTON. TO REACH STATION FROM THE INTERSECTION OF US 74 FA1359'BUSINESS AND US 221A WITH US 74 BYPASS BETWEEN RUTHERFORDTON AND FA1359'SPINDALE, PROCEED SOUTHEAST ALONG US 74 BYPASS FOR 3.1 MILES TO FA1359'INTERSECTION WITH DANIEL ROAD (SR 2184), THENCE NORTHEAST ALONG SR FA1359'2184 FOR 0.1 MILE TO STATION ON RIGHT, 0.35 MILE SOUTH-SOUTHWEST OF FA1359'INTERSECTION WITH SR 2185, APPROXIMATELY 800 FEET SOUTH OF AEROQUIP FA1359'PLANT, APPROXIMATELY 30 FEET WEST OF THE SOUTH PROJECTION OF EAST SIDE FA1359'OF PLANT BUILDING, OPPOSITE DRIVEWAY TO BARRETT DANIEL RESIDENCE, ON FA1359'THE SOUTH SIDE OF FENCE AND NEXT TO CENTER BRACE POLE. 37.0 FEET FA1359'SOUTH-SOUTHWEST OF CENTERLINE OF SR 2184, 126.6 FEET WEST-NORTHWEST OF FA1359'PUBLIC GAS COMPANY SERVICE PIPE (ON SOUTH SIDE OF ROAD), 3.0 FEET FA1359'SOUTH OF CENTER BRACE POLE OF FENCE, AND 9.1 FEET EAST-SOUTHEAST OF FA1359'WESTERNMOST BRACE POLE. DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 FA1359'INCH BELOW THE GROUND. FA1359 FA1359 STATION RECOVERY (1985) FA1359 FA1359'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1359'RECOVERED AS DESCRIBED. MARK IS NOT 800-FEET SOUTH OF THE AEROQUIP FA1359'PLANT AS NOTED IN ORIGINAL TEXT. MARK IS APPROXIMATELY 600-FEET SOUTH FA1359'OF THE AEROQUIP BUILDING. FA1359 FA1359 STATION RECOVERY (1996) FA1359 FA1359'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1359'RECOVERED IN GOOD CONDITION. FA1359 FA1359 STATION RECOVERY (2001) FA1359 FA1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1359'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA3342 *********************************************************************** FA3342 DESIGNATION - ALCO FA3342 PID - FA3342 FA3342 STATE/COUNTY- NC/RUTHERFORD FA3342 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3342 FA3342 *CURRENT SURVEY CONTROL FA3342 ___________________________________________________________________ FA3342* NAD 83(1986)- 35 24 30.76528(N) 081 58 10.98957(W) ADJUSTED FA3342* NAVD 88 - 330.9 (meters) 1086. (feet) VERTCON FA3342 ___________________________________________________________________ FA3342 LAPLACE CORR- -1.32 (seconds) DEFLEC99 FA3342 GEOID HEIGHT- -31.97 (meters) GEOID99 FA3342 FA3342 HORZ ORDER - SECOND FA3342 FA3342.The North Carolina/South Carolina HARNS have been completed but, FA3342.due to contractual restrictions, coordinates for these stations FA3342.will NOT be published in the near future. In the interim, the FA3342.published coordinates in North and South Carolina will not be FA3342.consistent with the Continuously Operating Reference Stations FA3342.(CORS). The HARN coordinates for these stations are available FA3342.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA3342.Lapine(803-896-7700). FA3342. FA3342.In addition, the published North and South Carolina positions FA3342.(NAD 83 (1986)) are NOT consistent with those determined in FA3342.adjacent state readjustments. The discontinuity between stations FA3342.located in North or South Carolina and those in adjacent states FA3342.which have been adjusted to the HARN may be as much as 5 FA3342.decimeters. This will result in a significant loss of accuracy FA3342.over lines crossing such state borders. FA3342 FA3342 FA3342.The horizontal coordinates were established by classical geodetic methods FA3342.and adjusted by the National Geodetic Survey in July 1986. FA3342 FA3342.The NAVD 88 height was computed by applying the VERTCON shift value to FA3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3342 FA3342.The Laplace correction was computed from DEFLEC99 derived deflections. FA3342 FA3342.The geoid height was determined by GEOID99. FA3342 FA3342; North East Units Scale Converg. FA3342;SPC NC - 188,016.818 339,928.921 MT 0.99987632 -1 42 50.5 FA3342;UTM 17 - 3,918,782.518 411,952.182 MT 0.99969554 -0 33 42.8 FA3342 FA3342: Primary Azimuth Mark Grid Az FA3342:SPC NC - RON 154 05 42.6 FA3342:UTM 17 - RON 152 56 34.9 FA3342 FA3342|---------------------------------------------------------------------| FA3342| PID Reference Object Distance Geod. Az | FA3342| dddmmss.s | FA3342| FA3340 RON APPROX. 1.0 KM 1522252.1 | FA3342|---------------------------------------------------------------------| FA3342 FA3342 SUPERSEDED SURVEY CONTROL FA3342 FA3342 NAD 27 - 35 24 30.31075(N) 081 58 11.62159(W) AD( ) 2 FA3342 NGVD 29 - 331.1 (m) 1086. (f) VERT ANG FA3342 FA3342.Superseded values are not recommended for survey control. FA3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3342.See file dsdata.txt to determine how the superseded data were derived. FA3342 FA3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1195218783(NAD 83) FA3342_MARKER: DE = TRAVERSE STATION DISK FA3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3342_STAMPING: ALCO 1972 FA3342_MARK LOGO: NCGS FA3342_MAGNETIC: N = NO MAGNETIC MATERIAL FA3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3342+STABILITY: SURFACE MOTION FA3342 FA3342 HISTORY - Date Condition Report By FA3342 HISTORY - 1972 MONUMENTED NCGS FA3342 HISTORY - 19830101 GOOD NCGS FA3342 HISTORY - 20010331 MARK NOT FOUND NGS FA3342 FA3342 STATION DESCRIPTION FA3342 FA3342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3342'ALCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3342'VICINITY OF RUTHERFORDTON AND GILKEY, NORTH CAROLINA. FA3342' FA3342'ALCO IS LOCATED APPROXIMATELY 2.7 MILES NORTH OF RUTHERFORDTON AND FA3342'2.7 MILES SOUTH OF GILKEY. TO REACH STATION FROM US 64 AND US 74 FA3342'BYPASS BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3342'ALONG US 221 FOR 1.95 MILES TO STATION ON LEFT, 0.05 MILE NORTH OF FA3342'INTERSECTION WITH SR 1367 AND SR 1526, AND APPROXIMATELY 100 FA3342'FEET SOUTHWEST OF SOUTHEAST CORNER OF ALCO SERVICE STATION. FA3342' FA3342'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED ALCO FA3342'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 FA3342'INCHES BELOW THE SURFACE OF THE GROUND. FA3342' FA3342'MARK IS FA3342'32.0 FEET WSW OF C/L OF US 221. FA3342'81.4 FEET SE OF S END OF GAS PUMP ISLAND. FA3342'82.5 FEET ESE OF LAMP POLE ON S SIDE OF GAS STATION WITH ALUMINUM FA3342'REF. TAG. FA3342'28.3 FEET ENE OF SW CORNER FENCE POST. FA3342'30.2 FEET N OF EASTERNMOST OF POLES SUPPORTING SIGN WITH FA3342'ALUMINUM REF. TAG. FA3342 FA3342 STATION RECOVERY (1983) FA3342 FA3342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3342'RECOVERED AS DESCRIBED. FA3342 FA3342 STATION RECOVERY (2001) FA3342 FA3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA3342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8193 *********************************************************************** AF8193 DESIGNATION - BAILEY AF8193 PID - AF8193 AF8193 STATE/COUNTY- NC/RUTHERFORD AF8193 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8193 AF8193 *CURRENT SURVEY CONTROL AF8193 ___________________________________________________________________ AF8193* NAD 83(1986)- 35 19 48.25018(N) 081 57 21.91160(W) ADJUSTED AF8193* NAVD 88 - 311.4 (meters) 1022. (feet) VERT ANG AF8193 ___________________________________________________________________ AF8193 LAPLACE CORR- -0.41 (seconds) DEFLEC99 AF8193 GEOID HEIGHT- -32.00 (meters) GEOID99 AF8193 AF8193 HORZ ORDER - SECOND AF8193 AF8193.The North Carolina/South Carolina HARNS have been completed but, AF8193.due to contractual restrictions, coordinates for these stations AF8193.will NOT be published in the near future. In the interim, the AF8193.published coordinates in North and South Carolina will not be AF8193.consistent with the Continuously Operating Reference Stations AF8193.(CORS). The HARN coordinates for these stations are available AF8193.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8193.Lapine(803-896-7700). AF8193. AF8193.In addition, the published North and South Carolina positions AF8193.(NAD 83 (1986)) are NOT consistent with those determined in AF8193.adjacent state readjustments. The discontinuity between stations AF8193.located in North or South Carolina and those in adjacent states AF8193.which have been adjusted to the HARN may be as much as 5 AF8193.decimeters. This will result in a significant loss of accuracy AF8193.over lines crossing such state borders. AF8193 AF8193 AF8193.The horizontal coordinates were established by classical geodetic methods AF8193.and adjusted by the National Geodetic Survey in June 1998. AF8193 AF8193.The orthometric height was determined by vertical angle observations. AF8193 AF8193.The Laplace correction was computed from DEFLEC99 derived deflections. AF8193 AF8193.The geoid height was determined by GEOID99. AF8193 AF8193; North East Units Scale Converg. AF8193;SPC NC - 179,278.068 340,907.310 MT 0.99987352 -1 42 22.2 AF8193;UTM 17 - 3,910,066.792 413,105.960 MT 0.99969305 -0 33 10.5 AF8193 AF8193 SUPERSEDED SURVEY CONTROL AF8193 AF8193.No superseded survey control is available for this station. AF8193 AF8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1310610067(NAD 83) AF8193_MARKER: DE = TRAVERSE STATION DISK AF8193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8193_STAMPING: BAILEY 1985 AF8193_MARK LOGO: NCGS AF8193_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8193+STABILITY: SURFACE MOTION AF8193 AF8193 HISTORY - Date Condition Report By AF8193 HISTORY - 1985 MONUMENTED NCGS AF8193 HISTORY - 20010331 MARK NOT FOUND NGS AF8193 AF8193 STATION DESCRIPTION AF8193 AF8193'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8193'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF SPINDALE, AND AF8193'4.0 KM (2.50 MI) SOUTH OF RUTHERFORDTON. ALONG US 221 FOR 4.1 KM (2.55 AF8193'MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION IN AF8193'RUTHERFORDTON, OR 0.3 KM (0.20 MI) SOUTHEAST OF SR 1191, AT TOP OF AF8193'CONCRETE BLOCK STEPS. MARK IS RECESSED 4 INCHES BELOW GROUND AND IS AF8193'8-FEET HIGHER THAN US 221. LOCATED 11.58 M (37.99 FT) SOUTHWEST OF THE AF8193'CENTERLINE OF US 221, 23.59 M (77.39 FT) NORTHWEST OF 10-INCH CEDAR, AF8193'23.56 M (77.30 FT) NORTH OF 18-INCH WHITE OAK, AND 23.04 M (75.59 FT) AF8193'EAST-NORTHEAST OF 12-INCH WHITE OAK. AF8193 AF8193 STATION RECOVERY (2001) AF8193 AF8193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8203 *********************************************************************** AF8203 DESIGNATION - BOLENS AF8203 PID - AF8203 AF8203 STATE/COUNTY- NC/RUTHERFORD AF8203 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8203 AF8203 *CURRENT SURVEY CONTROL AF8203 ___________________________________________________________________ AF8203* NAD 83(1986)- 35 21 46.29511(N) 081 56 31.16160(W) ADJUSTED AF8203* NAVD 88 - 327.1 (meters) 1073. (feet) VERT ANG AF8203 ___________________________________________________________________ AF8203 LAPLACE CORR- -0.64 (seconds) DEFLEC99 AF8203 GEOID HEIGHT- -32.00 (meters) GEOID99 AF8203 AF8203 HORZ ORDER - SECOND AF8203 AF8203.The North Carolina/South Carolina HARNS have been completed but, AF8203.due to contractual restrictions, coordinates for these stations AF8203.will NOT be published in the near future. In the interim, the AF8203.published coordinates in North and South Carolina will not be AF8203.consistent with the Continuously Operating Reference Stations AF8203.(CORS). The HARN coordinates for these stations are available AF8203.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8203.Lapine(803-896-7700). AF8203. AF8203.In addition, the published North and South Carolina positions AF8203.(NAD 83 (1986)) are NOT consistent with those determined in AF8203.adjacent state readjustments. The discontinuity between stations AF8203.located in North or South Carolina and those in adjacent states AF8203.which have been adjusted to the HARN may be as much as 5 AF8203.decimeters. This will result in a significant loss of accuracy AF8203.over lines crossing such state borders. AF8203 AF8203 AF8203.The horizontal coordinates were established by classical geodetic methods AF8203.and adjusted by the National Geodetic Survey in June 1998. AF8203 AF8203.The orthometric height was determined by vertical angle observations. AF8203 AF8203.The Laplace correction was computed from DEFLEC99 derived deflections. AF8203 AF8203.The geoid height was determined by GEOID99. AF8203 AF8203; North East Units Scale Converg. AF8203;SPC NC - 182,875.925 342,296.089 MT 0.99987446 -1 41 52.9 AF8203;UTM 17 - 3,913,691.205 414,421.819 MT 0.99969025 -0 32 42.8 AF8203 AF8203 SUPERSEDED SURVEY CONTROL AF8203 AF8203.No superseded survey control is available for this station. AF8203 AF8203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1442213691(NAD 83) AF8203_MARKER: DE = TRAVERSE STATION DISK AF8203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8203_STAMPING: BOLENS 1985 AF8203_MARK LOGO: NCGS AF8203_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8203+STABILITY: SURFACE MOTION AF8203 AF8203 HISTORY - Date Condition Report By AF8203 HISTORY - 1985 MONUMENTED NCGS AF8203 HISTORY - 20010331 GOOD NGS AF8203 AF8203 STATION DESCRIPTION AF8203 AF8203'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8203'STATION IS LOCATED IN EAST RUTHERFORDTON. AT THE INTERSECTION OF US 74 AF8203'AND US 74 BYPASS IN THE SOUTHWEST QUADRANT. MARK IS FLUSH WITH GROUND AF8203'AND LEVEL WITH US 74. LOCATED 12.65 M (41.50 FT) NORTHWEST OF THE AF8203'CENTERLINE OF US 74 BYPASS, 6.0 M (19.7 FT) WEST OF EDGE OF CONCRETE AF8203'CURB, 24.96 M (81.89 FT) EAST-SOUTHEAST OF CORNER POST OF CHAIN LINK AF8203'FENCE AND NCDOT RIGHT-OF-WAY MONUMENT, 29.41 M (96.49 FT) AF8203'NORTH-NORTHEAST OF CENTER OF IRON DRAINAGE GRATE, 22.86 M (75.00 FT) AF8203'SOUTHWEST OF INTERSECTION OF US 74 AND US 74 BY-PASS--AND 7.74 M AF8203'(25.39 FT) SOUTH-SOUTHEAST OF POWER POLE, 21.49 M (70.51 FT) AF8203'EAST-NORTHEAST OF POWER POLE WITH TRANSFORMER--BOTH WITH REFERENCE AF8203'TAGS. AF8203 AF8203 STATION RECOVERY (2001) AF8203 AF8203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8201 *********************************************************************** AF8201 DESIGNATION - BOOTH AF8201 PID - AF8201 AF8201 STATE/COUNTY- NC/RUTHERFORD AF8201 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8201 AF8201 *CURRENT SURVEY CONTROL AF8201 ___________________________________________________________________ AF8201* NAD 83(1986)- 35 21 52.93413(N) 081 57 10.95396(W) ADJUSTED AF8201* NAVD 88 - 281.6 (meters) 924. (feet) VERT ANG AF8201 ___________________________________________________________________ AF8201 LAPLACE CORR- -0.65 (seconds) DEFLEC99 AF8201 GEOID HEIGHT- -31.99 (meters) GEOID99 AF8201 AF8201 HORZ ORDER - SECOND AF8201 AF8201.The North Carolina/South Carolina HARNS have been completed but, AF8201.due to contractual restrictions, coordinates for these stations AF8201.will NOT be published in the near future. In the interim, the AF8201.published coordinates in North and South Carolina will not be AF8201.consistent with the Continuously Operating Reference Stations AF8201.(CORS). The HARN coordinates for these stations are available AF8201.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8201.Lapine(803-896-7700). AF8201. AF8201.In addition, the published North and South Carolina positions AF8201.(NAD 83 (1986)) are NOT consistent with those determined in AF8201.adjacent state readjustments. The discontinuity between stations AF8201.located in North or South Carolina and those in adjacent states AF8201.which have been adjusted to the HARN may be as much as 5 AF8201.decimeters. This will result in a significant loss of accuracy AF8201.over lines crossing such state borders. AF8201 AF8201 AF8201.The horizontal coordinates were established by classical geodetic methods AF8201.and adjusted by the National Geodetic Survey in June 1998. AF8201 AF8201.The orthometric height was determined by vertical angle observations. AF8201 AF8201.The Laplace correction was computed from DEFLEC99 derived deflections. AF8201 AF8201.The geoid height was determined by GEOID99. AF8201 AF8201; North East Units Scale Converg. AF8201;SPC NC - 183,110.234 341,298.170 MT 0.99987453 -1 42 15.9 AF8201;UTM 17 - 3,913,905.351 413,419.572 MT 0.99969238 -0 33 05.9 AF8201 AF8201 SUPERSEDED SURVEY CONTROL AF8201 AF8201.No superseded survey control is available for this station. AF8201 AF8201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1342013905(NAD 83) AF8201_MARKER: DE = TRAVERSE STATION DISK AF8201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8201_STAMPING: BOOTH 1985 AF8201_MARK LOGO: NCGS AF8201_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8201+STABILITY: SURFACE MOTION AF8201 AF8201 HISTORY - Date Condition Report By AF8201 HISTORY - 1985 MONUMENTED NCGS AF8201 HISTORY - 20010331 MARK NOT FOUND NGS AF8201 AF8201 STATION DESCRIPTION AF8201 AF8201'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8201'STATION IS LOCATED IN RUTHERFORDTON AT 324 CHARLOTTE ROAD. ALONG US AF8201'74-US 221A (CHARLOTTE ROAD) FOR 0.5 KM (0.30 MI) EAST OF THE US 221 AF8201'INTERSECTION IN RUTHERFORDTON. MARK IS FLUSH WITH GROUND AND LEVEL AF8201'WITH US 74. LOCATED 9.14 M (29.99 FT) SOUTH-SOUTHWEST OF THE AF8201'CENTERLINE OF US 74, 1.01 M (3.31 FT) NORTH-NORTHEAST OF POWER POLE AF8201'WITH TRANSFORMER, 2.90 M (9.51 FT) WEST-NORTHWEST OF CENTER OF AF8201'CONCRETE SIDEWALK, 13.41 M (44.00 FT) NORTH-NORTHEAST OF NORTHWEST AF8201'CORNER OF BOOTH REALTY, AND 6.10 M (20.01 FT) NORTHWEST OF CENTER OF AF8201'WATER METER COVER. AF8201 AF8201 STATION RECOVERY (2001) AF8201 AF8201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8202 *********************************************************************** AF8202 DESIGNATION - BOTTOM AF8202 PID - AF8202 AF8202 STATE/COUNTY- NC/RUTHERFORD AF8202 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8202 AF8202 *CURRENT SURVEY CONTROL AF8202 ___________________________________________________________________ AF8202* NAD 83(1986)- 35 21 52.12059(N) 081 56 46.62755(W) ADJUSTED AF8202* NAVD 88 - 303.2 (meters) 995. (feet) VERT ANG AF8202 ___________________________________________________________________ AF8202 LAPLACE CORR- -0.65 (seconds) DEFLEC99 AF8202 GEOID HEIGHT- -32.00 (meters) GEOID99 AF8202 AF8202 HORZ ORDER - SECOND AF8202 AF8202.The North Carolina/South Carolina HARNS have been completed but, AF8202.due to contractual restrictions, coordinates for these stations AF8202.will NOT be published in the near future. In the interim, the AF8202.published coordinates in North and South Carolina will not be AF8202.consistent with the Continuously Operating Reference Stations AF8202.(CORS). The HARN coordinates for these stations are available AF8202.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8202.Lapine(803-896-7700). AF8202. AF8202.In addition, the published North and South Carolina positions AF8202.(NAD 83 (1986)) are NOT consistent with those determined in AF8202.adjacent state readjustments. The discontinuity between stations AF8202.located in North or South Carolina and those in adjacent states AF8202.which have been adjusted to the HARN may be as much as 5 AF8202.decimeters. This will result in a significant loss of accuracy AF8202.over lines crossing such state borders. AF8202 AF8202 AF8202.The horizontal coordinates were established by classical geodetic methods AF8202.and adjusted by the National Geodetic Survey in June 1998. AF8202 AF8202.The orthometric height was determined by vertical angle observations. AF8202 AF8202.The Laplace correction was computed from DEFLEC99 derived deflections. AF8202 AF8202.The geoid height was determined by GEOID99. AF8202 AF8202; North East Units Scale Converg. AF8202;SPC NC - 183,066.933 341,911.193 MT 0.99987452 -1 42 01.8 AF8202;UTM 17 - 3,913,874.398 414,033.230 MT 0.99969107 -0 32 51.8 AF8202 AF8202 SUPERSEDED SURVEY CONTROL AF8202 AF8202.No superseded survey control is available for this station. AF8202 AF8202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1403313874(NAD 83) AF8202_MARKER: DE = TRAVERSE STATION DISK AF8202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8202_STAMPING: BOTTOM 1985 AF8202_MARK LOGO: NCGS AF8202_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8202+STABILITY: SURFACE MOTION AF8202 AF8202 HISTORY - Date Condition Report By AF8202 HISTORY - 1985 MONUMENTED NCGS AF8202 HISTORY - 20010331 MARK NOT FOUND NGS AF8202 AF8202 STATION DESCRIPTION AF8202 AF8202'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8202'STATION IS LOCATED IN EAST RUTHERFORDTON. ALONG US 74 BUS.-US 221A AF8202'(CHARLOTTE ROAD) FOR 1.05 KM (0.65 MI) EAST OF THE US 221 (MAIN ST) AF8202'INTERSECTION. MARK IS FLUSH WITH GROUND AND LEVEL WITH US 74. LOCATED AF8202'8.99 M (29.49 FT) SOUTH OF THE CENTERLINE OF US 74 BUSINESS, 0.88 M AF8202'(2.89 FT) SOUTH OF GUARD RAIL, 0.85 M (2.79 FT) NORTH OF POWER POLE, AF8202'48.00 M (157.48 FT) EAST OF POWER POLE, 32.61 M (106.99 FT) AF8202'EAST-SOUTHEAST OF CENTER OF IRON DRAINAGE GRATE, AND 26.82 M (87.99 AF8202'FT) WEST OF EAST END OF GUARD RAIL. AF8202 AF8202 STATION RECOVERY (2001) AF8202 AF8202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA3343 *********************************************************************** FA3343 DESIGNATION - BROYHILL FA3343 PID - FA3343 FA3343 STATE/COUNTY- NC/RUTHERFORD FA3343 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3343 FA3343 *CURRENT SURVEY CONTROL FA3343 ___________________________________________________________________ FA3343* NAD 83(1986)- 35 24 11.96791(N) 081 57 56.96028(W) ADJUSTED FA3343* NAVD 88 - 326.2 (meters) 1070. (feet) VERTCON FA3343 ___________________________________________________________________ FA3343 LAPLACE CORR- -1.30 (seconds) DEFLEC99 FA3343 GEOID HEIGHT- -31.97 (meters) GEOID99 FA3343 FA3343 HORZ ORDER - SECOND FA3343 FA3343.The North Carolina/South Carolina HARNS have been completed but, FA3343.due to contractual restrictions, coordinates for these stations FA3343.will NOT be published in the near future. In the interim, the FA3343.published coordinates in North and South Carolina will not be FA3343.consistent with the Continuously Operating Reference Stations FA3343.(CORS). The HARN coordinates for these stations are available FA3343.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA3343.Lapine(803-896-7700). FA3343. FA3343.In addition, the published North and South Carolina positions FA3343.(NAD 83 (1986)) are NOT consistent with those determined in FA3343.adjacent state readjustments. The discontinuity between stations FA3343.located in North or South Carolina and those in adjacent states FA3343.which have been adjusted to the HARN may be as much as 5 FA3343.decimeters. This will result in a significant loss of accuracy FA3343.over lines crossing such state borders. FA3343 FA3343 FA3343.The horizontal coordinates were established by classical geodetic methods FA3343.and adjusted by the National Geodetic Survey in July 1986. FA3343 FA3343.The NAVD 88 height was computed by applying the VERTCON shift value to FA3343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3343 FA3343.The Laplace correction was computed from DEFLEC99 derived deflections. FA3343 FA3343.The geoid height was determined by GEOID99. FA3343 FA3343; North East Units Scale Converg. FA3343;SPC NC - 187,427.254 340,265.391 MT 0.99987608 -1 42 42.4 FA3343;UTM 17 - 3,918,199.945 412,300.375 MT 0.99969478 -0 33 34.4 FA3343 FA3343|---------------------------------------------------------------------| FA3343| PID Reference Object Distance Geod. Az | FA3343| dddmmss.s | FA3343| FA3340 RON 324.918 METERS 16022 | FA3343|---------------------------------------------------------------------| FA3343 FA3343 SUPERSEDED SURVEY CONTROL FA3343 FA3343 NAD 27 - 35 24 11.51297(N) 081 57 57.59247(W) AD( ) 2 FA3343 NGVD 29 - 326.4 (m) 1071. (f) VERT ANG FA3343 FA3343.Superseded values are not recommended for survey control. FA3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3343.See file dsdata.txt to determine how the superseded data were derived. FA3343 FA3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1230018200(NAD 83) FA3343_MARKER: DE = TRAVERSE STATION DISK FA3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3343_STAMPING: BROYHILL 1972 FA3343_MARK LOGO: NCGS FA3343_MAGNETIC: N = NO MAGNETIC MATERIAL FA3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3343+STABILITY: SURFACE MOTION FA3343 FA3343 HISTORY - Date Condition Report By FA3343 HISTORY - 1972 MONUMENTED NCGS FA3343 HISTORY - 19830101 POOR NCGS FA3343 HISTORY - 20010331 MARK NOT FOUND NGS FA3343 FA3343 STATION DESCRIPTION FA3343 FA3343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3343'BROYHILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3343'THE VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA3343' FA3343'BROYHILL IS LOCATED APPROXIMATELY 2.4 MILES NORTH OF RUTHERFORDTON FA3343'AND 3.1 MILES SOUTH OF GILKEY. TO REACH STATION FROM US 64 AND US FA3343'74 OVERPASS BRIDGE OF US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3343'ALONG US 221 FOR 1.7 MILES TO INTERSECTION WITH SR 1536 (OLD US 221) FA3343'JUST SOUTH OF ENTRANCE TO BROYHILL PLANT, THENCE SOUTHEAST ALONG FA3343'SR 1536 FOR 0.1 MILE TO STATION ON THE RIGHT, ACROSS SR 1536 AND FA3343'BETWEEN WHITE FRAME HOME AND BRICK HOME. FA3343' FA3343'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA3343'BROYHILL 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA3343'WHICH IS FLUSH WITH THE GROUND. FA3343' FA3343'MARK IS FA3343'25.7 FEET SW OF C/L OF SR 1536. FA3343'73.2 FEET WNW OF 26 INCH OAK WITH ALUMINUM REF. TAG. FA3343'133.5 FEET NW OF TP NO. F57 WITH ALUMINUM REF. TAG. FA3343'84.7 FEET S OF INTERSECTION OF C/L OF ROAD AND DRIVEWAY TO E AND FA3343'O. LOUIS RESIDENCE (BRICK). FA3343 FA3343 STATION RECOVERY (1983) FA3343 FA3343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3343'THE STATION WAS RECOVERED IN POOR CONDITION. STATION HAS BEEN HIT BY FA3343'A PLOW, PROBABLY STILL USABLE. FA3343 FA3343 STATION RECOVERY (2001) FA3343 FA3343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA3343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8200 *********************************************************************** AF8200 DESIGNATION - CHURN AF8200 PID - AF8200 AF8200 STATE/COUNTY- NC/RUTHERFORD AF8200 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8200 AF8200 *CURRENT SURVEY CONTROL AF8200 ___________________________________________________________________ AF8200* NAD 83(1986)- 35 21 57.11763(N) 081 57 27.80370(W) ADJUSTED AF8200* NAVD 88 - 275.5 (meters) 904. (feet) VERT ANG AF8200 ___________________________________________________________________ AF8200 LAPLACE CORR- -0.68 (seconds) DEFLEC99 AF8200 GEOID HEIGHT- -31.99 (meters) GEOID99 AF8200 AF8200 HORZ ORDER - SECOND AF8200 AF8200.The North Carolina/South Carolina HARNS have been completed but, AF8200.due to contractual restrictions, coordinates for these stations AF8200.will NOT be published in the near future. In the interim, the AF8200.published coordinates in North and South Carolina will not be AF8200.consistent with the Continuously Operating Reference Stations AF8200.(CORS). The HARN coordinates for these stations are available AF8200.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8200.Lapine(803-896-7700). AF8200. AF8200.In addition, the published North and South Carolina positions AF8200.(NAD 83 (1986)) are NOT consistent with those determined in AF8200.adjacent state readjustments. The discontinuity between stations AF8200.located in North or South Carolina and those in adjacent states AF8200.which have been adjusted to the HARN may be as much as 5 AF8200.decimeters. This will result in a significant loss of accuracy AF8200.over lines crossing such state borders. AF8200 AF8200 AF8200.The horizontal coordinates were established by classical geodetic methods AF8200.and adjusted by the National Geodetic Survey in June 1998. AF8200 AF8200.The orthometric height was determined by vertical angle observations. AF8200 AF8200.The Laplace correction was computed from DEFLEC99 derived deflections. AF8200 AF8200.The geoid height was determined by GEOID99. AF8200 AF8200; North East Units Scale Converg. AF8200;SPC NC - 183,251.751 340,876.884 MT 0.99987457 -1 42 25.6 AF8200;UTM 17 - 3,914,038.339 412,995.601 MT 0.99969329 -0 33 15.7 AF8200 AF8200 SUPERSEDED SURVEY CONTROL AF8200 AF8200.No superseded survey control is available for this station. AF8200 AF8200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1299614038(NAD 83) AF8200_MARKER: DE = TRAVERSE STATION DISK AF8200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8200_STAMPING: CHURN 1985 AF8200_MARK LOGO: NCGS AF8200_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8200+STABILITY: SURFACE MOTION AF8200 AF8200 HISTORY - Date Condition Report By AF8200 HISTORY - 1985 MONUMENTED NCGS AF8200 HISTORY - 20010331 GOOD NGS AF8200 AF8200 STATION DESCRIPTION AF8200 AF8200'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8200'STATION IS LOCATED IN RUTHERFORDTON. AT THE INTERSECTION OF US 221 AND AF8200'US 74, IN NORTHWEST QUADRANT. MARK IS FLUSH WITH GROUND AND LEVEL WITH AF8200'US 221. LOCATED 6.25 M (20.51 FT) WEST-NORTHWEST OF THE CENTERLINE OF AF8200'US 221, 8.44 M (27.69 FT) NORTH-NORTHEAST OF METAL LIGHT POLE, 11.92 M AF8200'(39.11 FT) NORTH-NORTHEAST OF FIRE HYDRANT, 23.93 M (78.51 FT) SOUTH AF8200'OF 18-INCH CEDAR, 18.90 M (62.01 FT) NORTH OF INTERSECTION OF US 221 AF8200'AND US 74, AND 29.99 M (98.39 FT) EAST-NORTHEAST OF POWER POLE WITH AF8200'TRANSFORMER AND REFERENCE TAG. AF8200 AF8200 STATION RECOVERY (2001) AF8200 AF8200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1361 *********************************************************************** FA1361 DESIGNATION - CITY FA1361 PID - FA1361 FA1361 STATE/COUNTY- NC/RUTHERFORD FA1361 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1361 FA1361 *CURRENT SURVEY CONTROL FA1361 ___________________________________________________________________ FA1361* NAD 83(1986)- 35 19 49.25052(N) 081 53 14.60446(W) ADJUSTED FA1361* NAVD 88 - 291.758 (meters) 957.21 (feet) ADJUSTED FA1361 ___________________________________________________________________ FA1361 LAPLACE CORR- -0.57 (seconds) DEFLEC99 FA1361 GEOID HEIGHT- -32.02 (meters) GEOID99 FA1361 DYNAMIC HT - 291.469 (meters) 956.26 (feet) COMP FA1361 MODELED GRAV- 979,636.4 (mgal) NAVD 88 FA1361 FA1361 HORZ ORDER - SECOND FA1361 VERT ORDER - SECOND CLASS II FA1361 FA1361.The North Carolina/South Carolina HARNS have been completed but, FA1361.due to contractual restrictions, coordinates for these stations FA1361.will NOT be published in the near future. In the interim, the FA1361.published coordinates in North and South Carolina will not be FA1361.consistent with the Continuously Operating Reference Stations FA1361.(CORS). The HARN coordinates for these stations are available FA1361.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1361.Lapine(803-896-7700). FA1361. FA1361.In addition, the published North and South Carolina positions FA1361.(NAD 83 (1986)) are NOT consistent with those determined in FA1361.adjacent state readjustments. The discontinuity between stations FA1361.located in North or South Carolina and those in adjacent states FA1361.which have been adjusted to the HARN may be as much as 5 FA1361.decimeters. This will result in a significant loss of accuracy FA1361.over lines crossing such state borders. FA1361 FA1361 FA1361.The horizontal coordinates were established by classical geodetic methods FA1361.and adjusted by the National Geodetic Survey in June 1998. FA1361 FA1361.The orthometric height was determined by differential leveling FA1361.and adjusted by the National Geodetic Survey in June 1991. FA1361 FA1361.The Laplace correction was computed from DEFLEC99 derived deflections. FA1361 FA1361.The geoid height was determined by GEOID99. FA1361 FA1361.The dynamic height is computed by dividing the NAVD 88 FA1361.geopotential number by the normal gravity value computed on the FA1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1361.degrees latitude (g = 980.6199 gals.). FA1361 FA1361.The modeled gravity was interpolated from observed gravity values. FA1361 FA1361; North East Units Scale Converg. FA1361;SPC NC - 179,125.100 347,150.596 MT 0.99987353 -1 39 59.5 FA1361;UTM 17 - 3,910,039.519 419,349.892 MT 0.99968016 -0 30 47.5 FA1361 FA1361: Primary Azimuth Mark Grid Az FA1361:SPC NC - TRI 324 12 27.5 FA1361:UTM 17 - TRI 323 03 15.5 FA1361 FA1361|---------------------------------------------------------------------| FA1361| PID Reference Object Distance Geod. Az | FA1361| dddmmss.s | FA1361| FA1360 TRI APPROX. 0.8 KM 3223228.0 | FA1361|---------------------------------------------------------------------| FA1361 FA1361 SUPERSEDED SURVEY CONTROL FA1361 FA1361 NAD 83(1986)- 35 19 49.25016(N) 081 53 14.60287(W) AD( ) 2 FA1361 NAD 27 - 35 19 48.79375(N) 081 53 15.23844(W) AD( ) 2 FA1361 NGVD 29 - 292.011 (m) 958.04 (f) ADJ UNCH 2 2 FA1361 FA1361.Superseded values are not recommended for survey control. FA1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1361.See file dsdata.txt to determine how the superseded data were derived. FA1361 FA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1935010040(NAD 83) FA1361_MARKER: DE = TRAVERSE STATION DISK FA1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1361_STAMPING: CITY 1972 FA1361_MARK LOGO: NCGS FA1361_PROJECTION: FLUSH FA1361_MAGNETIC: N = NO MAGNETIC MATERIAL FA1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1361+STABILITY: SURFACE MOTION FA1361 FA1361 HISTORY - Date Condition Report By FA1361 HISTORY - 1972 MONUMENTED NCGS FA1361 HISTORY - 19731101 GOOD NCGS FA1361 HISTORY - 19850101 GOOD NCGS FA1361 HISTORY - 19960524 GOOD USPSQD FA1361 HISTORY - 20010331 GOOD NGS FA1361 FA1361 STATION DESCRIPTION FA1361 FA1361'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1361'CITY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1361'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1361' FA1361'CITY IS LOCATED 1.7 MILES WEST OF FOREST CITY, AND 2.7 MILES SE OF FA1361'SPINDALE. TO REACH STATION FROM INTERSECTION US 221A WITH US 74 FA1361'BY-PASS IN FOREST CITY, PROCEED WEST ALONG US 74 BY-PASS FOR 2.45 FA1361'MILE TO STATION ON THE RIGHT, 0.1 MILE WEST OF INTERSECTION WITH SR FA1361'2179, AND APPROXIMATELY 120 FEET SSE OF NE END OF CULVERT. FA1361' FA1361'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CITY FA1361'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1361'FLUSH WITH THE GROUND. FA1361' FA1361'MARK IS FA1361'27.1 FEET ENE OF C/L OF US 74 BY-PASS WEST BOUND LANE. FA1361'132.2 FEET SE OF CENTER OF CATCH BASIN GRILL IN MEDIAN. FA1361'1.8 FEET ENE OF GUARD RAIL. FA1361'APP. 212.0 NNW OF C/L NE END OF CULVERT. FA1361 FA1361 STATION RECOVERY (1973) FA1361 FA1361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1361'1.5 MI WEST OF FOREST CITY. FA1361'CITY IS LOCATED APPROXIMATELY 4.8 MILES SOUTHEAST OF COURTHOUSE IN FA1361'RUTHERFORDTON. TO REACH STATION FROM INTERSECTION OF US 221A WITH US FA1361'74 BYPASS BETWEEN FOREST CITY AND ALEXANDER MILLS, PROCEED WEST ALONG FA1361'US 74 BYPASS FOR 2.45 MILES TO STATION ON RIGHT, 0.1 MILE WEST OF FA1361'INTERSECTION WITH SR 2179, AND APPROXIMATELY 120 FEET SOUTH-SOUTHEAST FA1361'OF NORTHEAST END OF CULVERT. 27.1 FEET EAST NORTHEAST OF CENTERLINE FA1361'OF US 74 BYPASS WESTBOUND LANE, 132.2 FEET SOUTHEAST OF CENTER OF FA1361'CATCH BASIN GRILL IN MEDIAN, 1.8 FEET EAST-NORTHEAST OF GUARDRAIL AND FA1361'APPROXIMATELY 212.0 FEET NORTH-NORTHWEST OF CENTERLINE OF NORTHEAST OF FA1361'CULVERT. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. FA1361 FA1361 STATION RECOVERY (1985) FA1361 FA1361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1361'RECOVERED AS DESCRIBED. FA1361 FA1361 STATION RECOVERY (1996) FA1361 FA1361'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1361'RECOVERED IN GOOD CONDITION. FA1361 FA1361 STATION RECOVERY (2001) FA1361 FA1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1361'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8195 *********************************************************************** AF8195 DESIGNATION - CLEGHORN AF8195 PID - AF8195 AF8195 STATE/COUNTY- NC/RUTHERFORD AF8195 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8195 AF8195 *CURRENT SURVEY CONTROL AF8195 ___________________________________________________________________ AF8195* NAD 83(1986)- 35 20 26.06063(N) 081 57 46.64186(W) ADJUSTED AF8195* NAVD 88 - 247.1 (meters) 811. (feet) VERT ANG AF8195 ___________________________________________________________________ AF8195 LAPLACE CORR- -0.68 (seconds) DEFLEC99 AF8195 GEOID HEIGHT- -31.99 (meters) GEOID99 AF8195 AF8195 HORZ ORDER - SECOND AF8195 AF8195.The North Carolina/South Carolina HARNS have been completed but, AF8195.due to contractual restrictions, coordinates for these stations AF8195.will NOT be published in the near future. In the interim, the AF8195.published coordinates in North and South Carolina will not be AF8195.consistent with the Continuously Operating Reference Stations AF8195.(CORS). The HARN coordinates for these stations are available AF8195.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8195.Lapine(803-896-7700). AF8195. AF8195.In addition, the published North and South Carolina positions AF8195.(NAD 83 (1986)) are NOT consistent with those determined in AF8195.adjacent state readjustments. The discontinuity between stations AF8195.located in North or South Carolina and those in adjacent states AF8195.which have been adjusted to the HARN may be as much as 5 AF8195.decimeters. This will result in a significant loss of accuracy AF8195.over lines crossing such state borders. AF8195 AF8195 AF8195.The horizontal coordinates were established by classical geodetic methods AF8195.and adjusted by the National Geodetic Survey in June 1998. AF8195 AF8195.The orthometric height was determined by vertical angle observations. AF8195 AF8195.The Laplace correction was computed from DEFLEC99 derived deflections. AF8195 AF8195.The geoid height was determined by GEOID99. AF8195 AF8195; North East Units Scale Converg. AF8195;SPC NC - 180,461.280 340,317.860 MT 0.99987379 -1 42 36.5 AF8195;UTM 17 - 3,911,237.690 412,492.927 MT 0.99969437 -0 33 25.4 AF8195 AF8195 SUPERSEDED SURVEY CONTROL AF8195 AF8195.No superseded survey control is available for this station. AF8195 AF8195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1249311238(NAD 83) AF8195_MARKER: DE = TRAVERSE STATION DISK AF8195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8195_STAMPING: CLEGHORN 1985 AF8195_MARK LOGO: NCGS AF8195_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8195+STABILITY: SURFACE MOTION AF8195 AF8195 HISTORY - Date Condition Report By AF8195 HISTORY - 1985 MONUMENTED NCGS AF8195 HISTORY - 20010331 MARK NOT FOUND NGS AF8195 AF8195 STATION DESCRIPTION AF8195 AF8195'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8195'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHWEST OF SPINDALE, AND AF8195'3.1 KM (1.90 MI) SOUTH OF RUTHERFORDTON. ALONG US 221 FOR 2.8 KM (1.75 AF8195'MI) SOUTH OF THE US 74-US 221A INTERSECTION, AT SR 1005 (COKE RD), AF8195'UNDER GUARDRAIL. MARK IS FLUSH WITH GROUND AND LEVEL WITH US 221. AF8195'LOCATED 8.05 M (26.41 FT) WEST OF THE CENTERLINE OF US 221, 8.69 M AF8195'(28.51 FT) SOUTHEAST OF SOUTH END OF CONCRETE HEADWALL, 35.36 M AF8195'(116.01 FT) NORTHEAST OF SOUTHWEST END OF GUARD RAIL, AND 13.26 M AF8195'(43.50 FT) NORTHWEST OF INTERSECTION OF US 221 AND SR 1005-SR 2201. AF8195 AF8195 STATION RECOVERY (2001) AF8195 AF8195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA3341 *********************************************************************** FA3341 DESIGNATION - DENNING FA3341 PID - FA3341 FA3341 STATE/COUNTY- NC/RUTHERFORD FA3341 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3341 FA3341 *CURRENT SURVEY CONTROL FA3341 ___________________________________________________________________ FA3341* NAD 83(1986)- 35 24 19.99947(N) 081 58 32.33396(W) ADJUSTED FA3341* NAVD 88 - 338.4 (meters) 1110. (feet) VERTCON FA3341 ___________________________________________________________________ FA3341 LAPLACE CORR- -1.25 (seconds) DEFLEC99 FA3341 GEOID HEIGHT- -31.97 (meters) GEOID99 FA3341 FA3341 HORZ ORDER - SECOND FA3341 FA3341.The North Carolina/South Carolina HARNS have been completed but, FA3341.due to contractual restrictions, coordinates for these stations FA3341.will NOT be published in the near future. In the interim, the FA3341.published coordinates in North and South Carolina will not be FA3341.consistent with the Continuously Operating Reference Stations FA3341.(CORS). The HARN coordinates for these stations are available FA3341.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA3341.Lapine(803-896-7700). FA3341. FA3341.In addition, the published North and South Carolina positions FA3341.(NAD 83 (1986)) are NOT consistent with those determined in FA3341.adjacent state readjustments. The discontinuity between stations FA3341.located in North or South Carolina and those in adjacent states FA3341.which have been adjusted to the HARN may be as much as 5 FA3341.decimeters. This will result in a significant loss of accuracy FA3341.over lines crossing such state borders. FA3341 FA3341 FA3341.The horizontal coordinates were established by classical geodetic methods FA3341.and adjusted by the National Geodetic Survey in July 1986. FA3341 FA3341.The NAVD 88 height was computed by applying the VERTCON shift value to FA3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3341 FA3341.The Laplace correction was computed from DEFLEC99 derived deflections. FA3341 FA3341.The geoid height was determined by GEOID99. FA3341 FA3341; North East Units Scale Converg. FA3341;SPC NC - 187,701.340 339,380.743 MT 0.99987618 -1 43 02.8 FA3341;UTM 17 - 3,918,456.140 411,410.555 MT 0.99969671 -0 33 55.0 FA3341 FA3341: Primary Azimuth Mark Grid Az FA3341:SPC NC - THOMAS NCGS 1973 212 23 35.8 FA3341:UTM 17 - THOMAS NCGS 1973 211 14 28.0 FA3341 FA3341|---------------------------------------------------------------------| FA3341| PID Reference Object Distance Geod. Az | FA3341| dddmmss.s | FA3341| FA3670 DENNING RM 1 14852 | FA3341| FA3353 THOMAS NCGS 1973 APPROX. 1.8 KM 2104033.0 | FA3341| FA3671 DENNING RM 2 28434 | FA3341|---------------------------------------------------------------------| FA3341 FA3341 SUPERSEDED SURVEY CONTROL FA3341 FA3341 NAD 27 - 35 24 19.54444(N) 081 58 32.96485(W) AD( ) 2 FA3341 NGVD 29 - 338.6 (m) 1111. (f) VERT ANG FA3341 FA3341.Superseded values are not recommended for survey control. FA3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3341.See file dsdata.txt to determine how the superseded data were derived. FA3341 FA3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1141118456(NAD 83) FA3341_MARKER: DE = TRAVERSE STATION DISK FA3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3341_STAMPING: DENNING 1973 FA3341_MARK LOGO: NCGS FA3341_MAGNETIC: N = NO MAGNETIC MATERIAL FA3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3341+STABILITY: SURFACE MOTION FA3341 FA3341 HISTORY - Date Condition Report By FA3341 HISTORY - 1973 MONUMENTED NCGS FA3341 HISTORY - 19830101 GOOD NCGS FA3341 HISTORY - 19960523 GOOD USPSQD FA3341 HISTORY - 20010331 MARK NOT FOUND NGS FA3341 FA3341 STATION DESCRIPTION FA3341 FA3341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FA3341'DENNING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3341'THE VICINITY OF GILKEY, NORTH CAROLINA. FA3341' FA3341'DENNING IS LOCATED APPROXIMATELY 2.8 MILES NNW OF RUTHERFORDTON, AND FA3341'2.7 MILES SOUTH OF GILKEY. TO REACH STATION FROM THE US 221 FA3341'UNDERPASS OF US 64-US 74 BYPASS IN NORTH RUTHERFORDTON, PROCEED FA3341'NORTH ALONG US 221 FOR 1.85 MILES TO THE INTERSECTION WITH SR 1367 FA3341'(W) AND SR 1352 (E), THENCE SOUTHWEST ALONG SR 1367 FOR 0.4 MILE TO A FA3341'DRIVEWAY LEADING NORTHWEST (JUST NORTHEAST OF T INTERSECTION FA3341'WITH SR 1368), THENCE NORTHWEST ALONG DRIVEWAY FOR 0.15 MILE TO TWO FA3341'BRICK RESIDENCES AND STATION BETWEEN THEM IN EDGE OF YARD OF THE FA3341'DENNING RESIDENCE ON LEFT (SOUTHERNMOST HOUSE). FA3341' FA3341'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DENNING FA3341'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3341'FLUSH WITH THE SURFACE OF THE GROUND. FA3341' FA3341'MARK IS FA3341'24.5 FEET SE OF C/L OF GRAVELED DRIVEWAY TO DENNING RESIDENCE. FA3341'103.0 FEET ENE OF EASTERNMOST CORNER OF DENNING HOUSE. FA3341'78.6 FEET SSW OF SOUTHERNMOST CORNER OF NORTHERNMOST BRICK HOUSE. FA3341'72.9 FEET WSW OF SERVICE POLE WITH ALUMINUM REF. TAG. FA3341'150.2 FEET WNW OF PP NO. FBH 2419 WITH TRANSFORMER AND ALUMINUM FA3341'REF. TAG. FA3341'161.0 FEET SE OF PP NO. FBH 2520 WITH TRANSFORMER AND FA3341'ALUMINUM REF. TAG. FA3341'31.4 FEET S OF SW CORNER OF CONCRETE DRIVEWAY. FA3341' FA3341'REFERENCE MARKS ARE TWO CITY DISKS IN CONCRETE POSTS PROJECTING 6 FA3341'INCHES. MARK 6 FEET-8 INCHES IS LOCATED 632.0 FEET SSE OF STATION FA3341'DENNING IN THE NW QUADRANT OF INTERSECTION OF SR 1367 WITH A FA3341'DRIVEWAY. MARK 45 FEET-10 INCHES IS LOCATED 191.8 FEET NW OF FA3341'STATION DENNING BESIDE A SMALL PINE. FA3341 FA3341 STATION RECOVERY (1983) FA3341 FA3341'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3341'RECOVERED AS DESCRIBED. FA3341 FA3341 STATION RECOVERY (1996) FA3341 FA3341'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3341'RECOVERED IN GOOD CONDITION. FA3341 FA3341 STATION RECOVERY (2001) FA3341 FA3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA3341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1356 *********************************************************************** FA1356 DESIGNATION - ELLINGTON FA1356 PID - FA1356 FA1356 STATE/COUNTY- NC/RUTHERFORD FA1356 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1356 FA1356 *CURRENT SURVEY CONTROL FA1356 ___________________________________________________________________ FA1356* NAD 83(1986)- 35 21 04.97688(N) 081 56 31.27361(W) ADJUSTED FA1356* NAVD 88 - 325.122 (meters) 1066.67 (feet) ADJUSTED FA1356 ___________________________________________________________________ FA1356 LAPLACE CORR- -0.47 (seconds) DEFLEC99 FA1356 GEOID HEIGHT- -32.00 (meters) GEOID99 FA1356 DYNAMIC HT - 324.799 (meters) 1065.61 (feet) COMP FA1356 MODELED GRAV- 979,629.8 (mgal) NAVD 88 FA1356 FA1356 HORZ ORDER - SECOND FA1356 VERT ORDER - SECOND CLASS II FA1356 FA1356.The North Carolina/South Carolina HARNS have been completed but, FA1356.due to contractual restrictions, coordinates for these stations FA1356.will NOT be published in the near future. In the interim, the FA1356.published coordinates in North and South Carolina will not be FA1356.consistent with the Continuously Operating Reference Stations FA1356.(CORS). The HARN coordinates for these stations are available FA1356.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1356.Lapine(803-896-7700). FA1356. FA1356.In addition, the published North and South Carolina positions FA1356.(NAD 83 (1986)) are NOT consistent with those determined in FA1356.adjacent state readjustments. The discontinuity between stations FA1356.located in North or South Carolina and those in adjacent states FA1356.which have been adjusted to the HARN may be as much as 5 FA1356.decimeters. This will result in a significant loss of accuracy FA1356.over lines crossing such state borders. FA1356 FA1356 FA1356.The horizontal coordinates were established by classical geodetic methods FA1356.and adjusted by the National Geodetic Survey in June 1998. FA1356 FA1356.The orthometric height was determined by differential leveling FA1356.and adjusted by the National Geodetic Survey in June 1991. FA1356 FA1356.The Laplace correction was computed from DEFLEC99 derived deflections. FA1356 FA1356.The geoid height was determined by GEOID99. FA1356 FA1356.The dynamic height is computed by dividing the NAVD 88 FA1356.geopotential number by the normal gravity value computed on the FA1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1356.degrees latitude (g = 980.6199 gals.). FA1356 FA1356.The modeled gravity was interpolated from observed gravity values. FA1356 FA1356; North East Units Scale Converg. FA1356;SPC NC - 181,603.356 342,255.535 MT 0.99987410 -1 41 53.0 FA1356;UTM 17 - 3,912,418.312 414,406.881 MT 0.99969028 -0 32 42.3 FA1356 FA1356: Primary Azimuth Mark Grid Az FA1356:SPC NC - SCHOOL 353 31 26.1 FA1356:UTM 17 - SCHOOL 352 22 15.4 FA1356 FA1356|---------------------------------------------------------------------| FA1356| PID Reference Object Distance Geod. Az | FA1356| dddmmss.s | FA1356| FA3335 RUTHERFORDTON DUKE PWR NEW TK APPROX. 2.2 KM 0001206.6 | FA1356| FA3334 SCHOOL APPROX. 1.6 KM 3514933.1 | FA1356|---------------------------------------------------------------------| FA1356 FA1356 SUPERSEDED SURVEY CONTROL FA1356 FA1356 NAD 83(1986)- 35 21 04.97661(N) 081 56 31.27411(W) AD( ) 2 FA1356 NAD 27 - 35 21 04.51845(N) 081 56 31.90618(W) AD( ) 2 FA1356 NGVD 29 - 325.374 (m) 1067.50 (f) ADJ UNCH 2 2 FA1356 FA1356.Superseded values are not recommended for survey control. FA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1356.See file dsdata.txt to determine how the superseded data were derived. FA1356 FA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1440712418(NAD 83) FA1356_MARKER: DE = TRAVERSE STATION DISK FA1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1356_STAMPING: ELLINGTON 1972 FA1356_MARK LOGO: NCGS FA1356_PROJECTION: FLUSH FA1356_MAGNETIC: N = NO MAGNETIC MATERIAL FA1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1356+STABILITY: SURFACE MOTION FA1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1356+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992 FA1356 FA1356 HISTORY - Date Condition Report By FA1356 HISTORY - 1972 MONUMENTED NCGS FA1356 HISTORY - 19731101 GOOD NCGS FA1356 HISTORY - 19850101 GOOD NCGS FA1356 HISTORY - 19920303 GOOD NCGS FA1356 HISTORY - 19961030 GOOD USPSQD FA1356 HISTORY - 20010331 GOOD NGS FA1356 FA1356 STATION DESCRIPTION FA1356 FA1356'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1356'ELLINGTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA1356'THE VICINITY OF SPINDALE, NORTH CAROLINA. FA1356' FA1356'ELLINGTON IS LOCATED APPROXIMATELY 0.6 MILE SSW OF SPINDALE AND 1.7 FA1356'MILES SOUTHEAST OF RUTHERFORDTON. TO REACH STATION FROM THE FA1356'INTERSECTION OF US 74 BUS., US 221-A WITH US 74 BYPASS IN SOUTHEAST FA1356'RUTHERFORDTON, PROCEED SOUTHEAST ALONG US 74 BYPASS FOR 0.75 MILE FA1356'TO INTERSECTION WITH ELLINGTON HEIGHTS ROAD (SOUTH), THENCE SOUTH FA1356'ALONG ELLINGTON HEIGHTS ROAD FOR 0.1 MILE TO STATION ON THE LEFT, FA1356'ACROSS FENCE ON R/W OF US 74 BYPASS, APPROXIMATELY 225 FEET ESE FA1356'OF E. SIMMONS RESIDENCE, NEAR 14TH METAL FENCE POST FROM FA1356'SOUTH CORNER POST. FA1356' FA1356'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA1356'ELLINGTON 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA1356'WHICH IS FLUSH WITH THE GROUND. FA1356' FA1356'MARK IS FA1356'41.8 FEET ENE OF C/L OF ELLINGTON HEIGHTS ROAD. FA1356'4.2 FEET E OF 14TH METAL FENCE POST FROM S CORNER. FA1356'9.0 FEET N OF 13TH METAL FENCE POST FROM S CORNER. FA1356'75.7 FEET SE OF METAL STOP AHEAD SIGN POST. FA1356'100.2 FEET SE OF CENTER METAL BRACE POST, DIRECTLY ACROSS FROM FA1356'DRIVEWAY TO SIMMONS RESIDENCE. FA1356'128.4 FEET N OF SW CORNER FENCE POST. FA1356 FA1356 STATION RECOVERY (1973) FA1356 FA1356'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1356'0.8 MI WSW OF SPINDALE. FA1356'ELLINGTON IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF COURTHOUSE FA1356'IN RUTHERFORDTON. TO REACH STATION FROM THE INTERSECTION OF US 74 FA1356'BUSINESS AND US 221A WITH US 74 BYPASS BETWEEN RUTHERFORDTON AND FA1356'SPINDALE, PROCEED SOUTHEAST ALONG US 74 BYPASS FOR 0.75 MILE TO FA1356'INTERSECTION WITH ELLINGTON HEIGHTS ROAD (SOUTH), THENCE SOUTH ALONG FA1356'ELLINGTON HEIGHTS ROAD FOR 0.1 MILE TO STATION ON THE LEFT, ACROSS FA1356'FENCE ON RAILWAY OF US 74 BYPASS, APPROXIMATELY 225 FEET FA1356'EAST-SOUTHEAST OF EAST SIMMONS RESIDENCE, AND NEAR 14TH METAL FENCE FA1356'POST FROM SOUTH CORNER POST. 41.8 FEET EAST NORTHEAST OF CENTERLINE FA1356'OF ELLINGTON HEIGHTS ROAD, 4.2 FEET EAST OF 14TH METAL FENCE POST FROM FA1356'SOUTH CORNER, 9.0 FEET NORTH OF 13TH METAL FENCE POST FROM SOUTH FA1356'CORNER, 75.5 FEET SOUTHEAST OF METAL STOP AHEAD SIGN POST, 100.2 FEET FA1356'SOUTHEAST OF CENTER METAL BRACE POST DIRECTLY ACROSS FROM DRIVEWAY FA1356'FROM SIMMONS RESIDENCE, AND 128.4 FEET NORTH OF SOUTHWEST CORNER FENCE FA1356'POST. DISK IS SET IN A CONCRETE CYLINDER, FLUSH WITH THE GROUND. FA1356 FA1356 STATION RECOVERY (1985) FA1356 FA1356'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1356'RECOVERED AS DESCRIBED. FA1356 FA1356 STATION RECOVERY (1992) FA1356 FA1356'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC) FA1356'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FA1356 FA1356 STATION RECOVERY (1996) FA1356 FA1356'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1356'RECOVERED IN GOOD CONDITION. FA1356 FA1356 STATION RECOVERY (2001) FA1356 FA1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1362 *********************************************************************** FA1362 DESIGNATION - EVANS FA1362 PID - FA1362 FA1362 STATE/COUNTY- NC/RUTHERFORD FA1362 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1362 FA1362 *CURRENT SURVEY CONTROL FA1362 ___________________________________________________________________ FA1362* NAD 83(1986)- 35 19 19.71008(N) 081 53 03.80899(W) ADJUSTED FA1362* NAVD 88 - 289.506 (meters) 949.82 (feet) ADJUSTED FA1362 ___________________________________________________________________ FA1362 LAPLACE CORR- -0.54 (seconds) DEFLEC99 FA1362 GEOID HEIGHT- -32.02 (meters) GEOID99 FA1362 DYNAMIC HT - 289.220 (meters) 948.88 (feet) COMP FA1362 MODELED GRAV- 979,636.6 (mgal) NAVD 88 FA1362 FA1362 HORZ ORDER - SECOND FA1362 VERT ORDER - SECOND CLASS II FA1362 FA1362.The North Carolina/South Carolina HARNS have been completed but, FA1362.due to contractual restrictions, coordinates for these stations FA1362.will NOT be published in the near future. In the interim, the FA1362.published coordinates in North and South Carolina will not be FA1362.consistent with the Continuously Operating Reference Stations FA1362.(CORS). The HARN coordinates for these stations are available FA1362.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1362.Lapine(803-896-7700). FA1362. FA1362.In addition, the published North and South Carolina positions FA1362.(NAD 83 (1986)) are NOT consistent with those determined in FA1362.adjacent state readjustments. The discontinuity between stations FA1362.located in North or South Carolina and those in adjacent states FA1362.which have been adjusted to the HARN may be as much as 5 FA1362.decimeters. This will result in a significant loss of accuracy FA1362.over lines crossing such state borders. FA1362 FA1362 FA1362.The horizontal coordinates were established by classical geodetic methods FA1362.and adjusted by the National Geodetic Survey in June 1998. FA1362 FA1362.The orthometric height was determined by differential leveling FA1362.and adjusted by the National Geodetic Survey in June 1991. FA1362 FA1362.The Laplace correction was computed from DEFLEC99 derived deflections. FA1362 FA1362.The geoid height was determined by GEOID99. FA1362 FA1362.The dynamic height is computed by dividing the NAVD 88 FA1362.geopotential number by the normal gravity value computed on the FA1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1362.degrees latitude (g = 980.6199 gals.). FA1362 FA1362.The modeled gravity was interpolated from observed gravity values. FA1362 FA1362; North East Units Scale Converg. FA1362;SPC NC - 178,207.283 347,396.646 MT 0.99987334 -1 39 53.2 FA1362;UTM 17 - 3,909,127.018 419,614.316 MT 0.99967963 -0 30 40.9 FA1362 FA1362: Primary Azimuth Mark Grid Az FA1362:SPC NC - CITY 344 59 34.4 FA1362:UTM 17 - CITY 343 50 22.1 FA1362 FA1362|---------------------------------------------------------------------| FA1362| PID Reference Object Distance Geod. Az | FA1362| dddmmss.s | FA1362| FA1361 CITY APPROX. 1.0 KM 3431941.2 | FA1362|---------------------------------------------------------------------| FA1362 FA1362 SUPERSEDED SURVEY CONTROL FA1362 FA1362 NAD 83(1986)- 35 19 19.71011(N) 081 53 03.80649(W) AD( ) 2 FA1362 NAD 27 - 35 19 19.25346(N) 081 53 04.44100(W) AD( ) 2 FA1362 NGVD 29 - 289.759 (m) 950.65 (f) ADJ UNCH 2 2 FA1362 FA1362.Superseded values are not recommended for survey control. FA1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1362.See file dsdata.txt to determine how the superseded data were derived. FA1362 FA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1961409127(NAD 83) FA1362_MARKER: DE = TRAVERSE STATION DISK FA1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1362_STAMPING: EVANS 1972 FA1362_MARK LOGO: NCGS FA1362_PROJECTION: RECESSED 3 CENTIMETERS FA1362_MAGNETIC: N = NO MAGNETIC MATERIAL FA1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1362+STABILITY: SURFACE MOTION FA1362 FA1362 HISTORY - Date Condition Report By FA1362 HISTORY - 1972 MONUMENTED NCGS FA1362 HISTORY - 19731101 GOOD NCGS FA1362 HISTORY - 1976 GOOD NCDOT FA1362 HISTORY - 19850101 GOOD NCGS FA1362 HISTORY - 19960524 GOOD USPSQD FA1362 HISTORY - 20010331 GOOD NGS FA1362 FA1362 STATION DESCRIPTION FA1362 FA1362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1362'EVANS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1362'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1362' FA1362'EVANS IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF FOREST CITY AND FA1362'3.3 MILES SOUTHEAST OF SPINDALE. TO REACH STATION FROM INTERSECTION FA1362'OF US 221-A WITH US 74 BYPASS IN FOREST CITY, PROCEED WEST ALONG US FA1362'74 BYPASS FOR 1.85 MILES TO STATION ON THE LEFT, 0.3 MILE WEST OF FA1362'INTERSECTION WITH SR 2213 (SOUTH CHURCH STREET), AND IN FRONT OF FA1362'A TWO STORY BRICK HOME. FA1362' FA1362'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EVANS FA1362'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1362'1 INCH BELOW THE SURFACE OF THE GROUND. FA1362' FA1362'MARK IS FA1362'49.8 FEET WSW OF C/L OF US 74 BYPASS E BOUND LANE. FA1362'27.7 FEET NE OF 8 INCH PINE WITH ALUMINUM REF. TAG. FA1362'38.9 FEET SE OF 6 INCH PINE WITH ALUMINUM REF. TAG. FA1362'179.0 FEET S OF W END OF CULVERT RUNNING UNDER US 74 BYPASS FA1362'(SLOPE DIST.). FA1362 FA1362 STATION RECOVERY (1973) FA1362 FA1362'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1362'1.6 MI WSW OF FOREST CITY. FA1362'EVANS IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF COURTHOUSE IN FA1362'RUTHERFORDTON. TO REACH STATION FROM INTERSECTION OF US 221A WITH US FA1362'74 BYPASS BETWEEN FOREST CITY AND ALEXANDER MILLS, PROCEED WEST ALONG FA1362'US 74 BYPASS FOR 1.85 MILES TO STATION ON THE LEFT, 0.3 MILE WEST OF FA1362'INTERSECTION WITH SR 2213 (SOUTH CHURCH STREET), AND IN FRONT OF A FA1362'TWO-STORY BRICK HOME. 49.8 FEET WEST-SOUTHWEST OF CENTERLINE OF US 74 FA1362'BYPASS EASTBOUND LANE, 27.7 FEET NORTHEAST OF 8-INCH PINE WITH FA1362'ALUMINUM REFERENCE TAG, 38.9 FEET SOUTHEAST OF 6-INCH PINE WITH FA1362'ALUMINUM REFERENCE TAG, AND 179.0 FEET SOUTH OF WEST END OF CULVERT FA1362'RUNNING UNDER US 74 BYPASS (SLOPE DISTANCE). DISK IS SET IN TOP OF FA1362'CONCRETE CYLINDER, 1 INCH BELOW THE GROUND. FA1362 FA1362 STATION RECOVERY (1976) FA1362 FA1362'RECOVERY NOTE BY NC DOT DIV OF HWYS 1976 (EAG) FA1362'EVANS RECOVERED IN GOOD CONDITION. FA1362 FA1362 STATION RECOVERY (1985) FA1362 FA1362'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1362'RECOVERED AS DESCRIBED. FA1362 FA1362 STATION RECOVERY (1996) FA1362 FA1362'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1362'RECOVERED IN GOOD CONDITION. FA1362 FA1362 STATION RECOVERY (2001) FA1362 FA1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1362'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7900 *********************************************************************** AF7900 DESIGNATION - HINES AF7900 PID - AF7900 AF7900 STATE/COUNTY- NC/RUTHERFORD AF7900 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF7900 AF7900 *CURRENT SURVEY CONTROL AF7900 ___________________________________________________________________ AF7900* NAD 83(1986)- 35 19 57.15053(N) 081 57 31.66971(W) ADJUSTED AF7900* NAVD 88 - 292.9 (meters) 961. (feet) GPS OBS AF7900 ___________________________________________________________________ AF7900 LAPLACE CORR- -0.53 (seconds) DEFLEC99 AF7900 GEOID HEIGHT- -32.00 (meters) GEOID99 AF7900 AF7900 HORZ ORDER - FIRST AF7900 AF7900.The North Carolina/South Carolina HARNS have been completed but, AF7900.due to contractual restrictions, coordinates for these stations AF7900.will NOT be published in the near future. In the interim, the AF7900.published coordinates in North and South Carolina will not be AF7900.consistent with the Continuously Operating Reference Stations AF7900.(CORS). The HARN coordinates for these stations are available AF7900.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF7900.Lapine(803-896-7700). AF7900. AF7900.In addition, the published North and South Carolina positions AF7900.(NAD 83 (1986)) are NOT consistent with those determined in AF7900.adjacent state readjustments. The discontinuity between stations AF7900.located in North or South Carolina and those in adjacent states AF7900.which have been adjusted to the HARN may be as much as 5 AF7900.decimeters. This will result in a significant loss of accuracy AF7900.over lines crossing such state borders. AF7900 AF7900 AF7900.The horizontal coordinates were established by GPS observations AF7900.and adjusted by the National Geodetic Survey in June 1998. AF7900 AF7900.The orthometric height was determined by GPS observations and a AF7900.high-resolution geoid model. AF7900 AF7900.The Laplace correction was computed from DEFLEC99 derived deflections. AF7900 AF7900.The geoid height was determined by GEOID99. AF7900 AF7900; North East Units Scale Converg. AF7900;SPC NC - 179,559.547 340,669.177 MT 0.99987358 -1 42 27.8 AF7900;UTM 17 - 3,910,343.371 412,862.254 MT 0.99969357 -0 33 16.3 AF7900 AF7900 SUPERSEDED SURVEY CONTROL AF7900 AF7900.No superseded survey control is available for this station. AF7900 AF7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1286210343(NAD 83) AF7900_MARKER: DE = TRAVERSE STATION DISK AF7900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7900_STAMPING: HINES 1985 AF7900_MARK LOGO: NCGS AF7900_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF7900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7900+STABILITY: SURFACE MOTION AF7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7900+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990 AF7900 AF7900 HISTORY - Date Condition Report By AF7900 HISTORY - 1985 MONUMENTED NCGS AF7900 HISTORY - 19900524 GOOD NCGS AF7900 HISTORY - 20010331 GOOD NGS AF7900 AF7900 STATION DESCRIPTION AF7900 AF7900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF7900'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF SPINDALE, AND AF7900'3.9 KM (2.40 MI) SOUTH OF RUTHERFORDTON, AT THE MOUNTAIN VIEW CHURCH. AF7900'ALONG US 221 FOR 3.8 KM (2.35 MI) SOUTH OF THE US 74-US 221A AF7900'INTERSECTION (IN RUTHERFORDTON), AT SR 1191, ABOUT 39-FEET SOUTHWEST AF7900'OF THE INTERSECTION. MARK IS FLUSH WITH GROUND AND LEVEL WITH US 221. AF7900'LOCATED 10.82 M (35.50 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US 221, AF7900'16.73 M (54.89 FT) NORTHWEST OF THE CENTER OF STEEL DRAINAGE GRATE, AF7900'3.23 M (10.60 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1191, AND AF7900'5.33 M (17.49 FT) NORTH-NORTHWEST OF TELEPHONE SERVICE POLE WITH A AF7900'REFERENCE TAG. AF7900 AF7900 STATION RECOVERY (1990) AF7900 AF7900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) AF7900'STATION WAS RECOVERED AS DESCRIBED. AF7900 AF7900 STATION RECOVERY (2001) AF7900 AF7900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF7900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1349 *********************************************************************** FA1349 DESIGNATION - ISOTHERMAL FA1349 PID - FA1349 FA1349 STATE/COUNTY- NC/RUTHERFORD FA1349 USGS QUAD - RUTHERFORDTON NORTH (1993) FA1349 FA1349 *CURRENT SURVEY CONTROL FA1349 ___________________________________________________________________ FA1349* NAD 83(1986)- 35 23 02.94213(N) 081 57 26.93101(W) ADJUSTED FA1349* NAVD 88 - 324.901 (meters) 1065.95 (feet) ADJUSTED FA1349 ___________________________________________________________________ FA1349 LAPLACE CORR- -1.01 (seconds) DEFLEC99 FA1349 GEOID HEIGHT- -31.99 (meters) GEOID99 FA1349 DYNAMIC HT - 324.579 (meters) 1064.89 (feet) COMP FA1349 MODELED GRAV- 979,633.8 (mgal) NAVD 88 FA1349 FA1349 HORZ ORDER - SECOND FA1349 VERT ORDER - SECOND CLASS II FA1349 FA1349.The North Carolina/South Carolina HARNS have been completed but, FA1349.due to contractual restrictions, coordinates for these stations FA1349.will NOT be published in the near future. In the interim, the FA1349.published coordinates in North and South Carolina will not be FA1349.consistent with the Continuously Operating Reference Stations FA1349.(CORS). The HARN coordinates for these stations are available FA1349.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1349.Lapine(803-896-7700). FA1349. FA1349.In addition, the published North and South Carolina positions FA1349.(NAD 83 (1986)) are NOT consistent with those determined in FA1349.adjacent state readjustments. The discontinuity between stations FA1349.located in North or South Carolina and those in adjacent states FA1349.which have been adjusted to the HARN may be as much as 5 FA1349.decimeters. This will result in a significant loss of accuracy FA1349.over lines crossing such state borders. FA1349 FA1349 FA1349.The horizontal coordinates were established by classical geodetic methods FA1349.and adjusted by the National Geodetic Survey in July 1986. FA1349 FA1349.The orthometric height was determined by differential leveling FA1349.and adjusted by the National Geodetic Survey in June 1991. FA1349 FA1349.The Laplace correction was computed from DEFLEC99 derived deflections. FA1349 FA1349.The geoid height was determined by GEOID99. FA1349 FA1349.The dynamic height is computed by dividing the NAVD 88 FA1349.geopotential number by the normal gravity value computed on the FA1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1349.degrees latitude (g = 980.6199 gals.). FA1349 FA1349.The modeled gravity was interpolated from observed gravity values. FA1349 FA1349; North East Units Scale Converg. FA1349;SPC NC - 185,278.569 340,959.323 MT 0.99987525 -1 42 25.1 FA1349;UTM 17 - 3,916,066.037 413,037.245 MT 0.99969320 -0 33 16.1 FA1349 FA1349: Primary Azimuth Mark Grid Az FA1349:SPC NC - RON 342 06 23.5 FA1349:UTM 17 - RON 340 57 14.5 FA1349 FA1349|---------------------------------------------------------------------| FA1349| PID Reference Object Distance Geod. Az | FA1349| dddmmss.s | FA1349| FA3340 RON APPROX. 1.9 KM 3402358.4 | FA1349|---------------------------------------------------------------------| FA1349 FA1349 SUPERSEDED SURVEY CONTROL FA1349 FA1349 NAD 27 - 35 23 02.48593(N) 081 57 27.56334(W) AD( ) 2 FA1349 NGVD 29 - 325.155 (m) 1066.78 (f) ADJ UNCH 2 2 FA1349 FA1349.Superseded values are not recommended for survey control. FA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1349.See file dsdata.txt to determine how the superseded data were derived. FA1349 FA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1303716066(NAD 83) FA1349_MARKER: DE = TRAVERSE STATION DISK FA1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1349_STAMPING: ISOTHERMAL 1972 FA1349_MARK LOGO: NCGS FA1349_PROJECTION: RECESSED 3 CENTIMETERS FA1349_MAGNETIC: N = NO MAGNETIC MATERIAL FA1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1349+STABILITY: SURFACE MOTION FA1349 FA1349 HISTORY - Date Condition Report By FA1349 HISTORY - 1972 MONUMENTED NCGS FA1349 HISTORY - 19731001 GOOD NCGS FA1349 HISTORY - 19830101 GOOD NCGS FA1349 HISTORY - 19960523 GOOD USPSQD FA1349 HISTORY - 20010331 GOOD NGS FA1349 FA1349 STATION DESCRIPTION FA1349 FA1349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1349'ISOTHERMAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA1349'THE VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA1349' FA1349'ISOTHERMAL IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF RUTHERFORDTON, FA1349'AND 4.4 MILES SOUTH OF GILKEY. TO REACH STATION FROM US 64-US 74 FA1349'(BY-PASS) BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA1349'ALONG US 221 FOR 0.15 MILES TO STATION ON THE LEFT. 1.75 MILES FA1349'SOUTH OF INTERSECTION WITH SR 1367 AND SR 1526, IN NORTH EDGE OF FA1349'ISLAND IN FRONT OF AN AMERICAN SERVICE STATION. FA1349' FA1349'STATION MARK IS A STANDARD N. C. TRAVERSE DISK, STAMPED ISOTHERMAL FA1349'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FA1349'INCH BELOW THE SURFACE OF THE GROUND. FA1349' FA1349'MARK IS FA1349'31.7 FEET W OF C/L OF US 220. FA1349'14.8 FEET N OF A 4 INCH BY 6 INCH ROUTE SIGN POST W/ALUMINUM REF. FA1349'TAG. FA1349'14.0 FEET NE OF A 6 INCH IRON POLE WITH SIGN. FA1349'53.6 FEET SE OF A CONCRETE BASE OF AMERICAN SIGN (NORTH ONE OF FA1349'TWO). 57.4 FEET E OF A NE (FRONT) CORNER OF SERVICE STATION BLDG. FA1349 FA1349 STATION RECOVERY (1973) FA1349 FA1349'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1349'AT NORTH EDGE OF RUTHERFORDTON. FA1349'STATION IS LOCATED 1.05 MILE NORTH OF THE COURTHOUSE IN RUTHERFORDTON. FA1349'TO REACH STATION FROM THE US 221 UNDERPASS OF US 64 IN NORTH FA1349'RUTHERFORDTON, PROCEED NORTH ALONG US 221 FOR 0.15 MILE TO STATION ON FA1349'LEFT, IN NORTH EDGE OF AN ISLAND IN FRONT OF AN AMERICAN SERVICE FA1349'STATION. 31.7 FEET WEST OF CENTERLINE US 220, 14.8 FEET NORTH OF FA1349'4-INCH BY 6-INCH ROUTE SIGN POST WITH ALUMINUM REFERENCE TAG, 14.0 FA1349'FEET NORTHEAST OF 6-INCH IRON POLE WITH SIGN, 53.6 FEET SOUTHEAST OF A FA1349'CONCRETE BASE OF AMERICAN SIGN (NORTH ONE OF TWO), AND 57.4 FEET EAST FA1349'OF NORTHEAST (FRONT) CORNER OF SERVICE STATION BUILDING. DISK IS SET FA1349'IN CONCRETE CYLINDER IN ISLAND, 1 INCH BELOW GROUND. FA1349 FA1349 STATION RECOVERY (1983) FA1349 FA1349'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1349'RECOVERED AS DESCRIBED. FA1349 FA1349 STATION RECOVERY (1996) FA1349 FA1349'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1349'RECOVERED IN GOOD CONDITION. FA1349 FA1349 STATION RECOVERY (2001) FA1349 FA1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8204 *********************************************************************** AF8204 DESIGNATION - JERRYS AF8204 PID - AF8204 AF8204 STATE/COUNTY- NC/RUTHERFORD AF8204 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8204 AF8204 *CURRENT SURVEY CONTROL AF8204 ___________________________________________________________________ AF8204* NAD 83(1986)- 35 21 24.91363(N) 081 56 39.11375(W) ADJUSTED AF8204* NAVD 88 - 304.1 (meters) 998. (feet) VERT ANG AF8204 ___________________________________________________________________ AF8204 LAPLACE CORR- -0.54 (seconds) DEFLEC99 AF8204 GEOID HEIGHT- -32.00 (meters) GEOID99 AF8204 AF8204 HORZ ORDER - SECOND AF8204 AF8204.The North Carolina/South Carolina HARNS have been completed but, AF8204.due to contractual restrictions, coordinates for these stations AF8204.will NOT be published in the near future. In the interim, the AF8204.published coordinates in North and South Carolina will not be AF8204.consistent with the Continuously Operating Reference Stations AF8204.(CORS). The HARN coordinates for these stations are available AF8204.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8204.Lapine(803-896-7700). AF8204. AF8204.In addition, the published North and South Carolina positions AF8204.(NAD 83 (1986)) are NOT consistent with those determined in AF8204.adjacent state readjustments. The discontinuity between stations AF8204.located in North or South Carolina and those in adjacent states AF8204.which have been adjusted to the HARN may be as much as 5 AF8204.decimeters. This will result in a significant loss of accuracy AF8204.over lines crossing such state borders. AF8204 AF8204 AF8204.The horizontal coordinates were established by classical geodetic methods AF8204.and adjusted by the National Geodetic Survey in June 1998. AF8204 AF8204.The orthometric height was determined by vertical angle observations. AF8204 AF8204.The Laplace correction was computed from DEFLEC99 derived deflections. AF8204 AF8204.The geoid height was determined by GEOID99. AF8204 AF8204; North East Units Scale Converg. AF8204;SPC NC - 182,223.299 342,075.909 MT 0.99987427 -1 41 57.5 AF8204;UTM 17 - 3,913,034.402 414,214.853 MT 0.99969069 -0 32 47.1 AF8204 AF8204 SUPERSEDED SURVEY CONTROL AF8204 AF8204.No superseded survey control is available for this station. AF8204 AF8204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1421513034(NAD 83) AF8204_MARKER: DE = TRAVERSE STATION DISK AF8204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8204_STAMPING: JERRYS 1985 AF8204_MARK LOGO: NCGS AF8204_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8204+STABILITY: SURFACE MOTION AF8204 AF8204 HISTORY - Date Condition Report By AF8204 HISTORY - 1985 MONUMENTED NCGS AF8204 HISTORY - 20010331 GOOD NGS AF8204 AF8204 STATION DESCRIPTION AF8204 AF8204'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8204'STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) WEST-SOUTHWEST OF SPINDALE, AF8204'AND 1.8 KM (1.10 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 74 BYPASS AF8204'FOR 0.7 KM (0.45 MI) SOUTHEAST OF THE US 74 INTERSECTION, ON RIGHT. AF8204'MARK IS FLUSH WITH GROUND AND LEVEL WITH US 74 BYPASS. LOCATED 12.59 M AF8204'(41.31 FT) WEST OF THE CENTERLINE OF US 74 BYPASS, 26.94 M (88.39 FT) AF8204'EAST OF NCDOT RIGHT-OF-WAY FENCE, 57.91 M (189.99 FT) SOUTH-SOUTHWEST AF8204'OF GATE POST, 47.24 M (154.99 FT) NORTH OF 12-INCH CORRUGATED METAL AF8204'PIPE UNDER ASPHALT DRIVE, 53.95 M (177.00 FT) SOUTH OF CENTER OF IRON AF8204'DRAINAGE GRATE, AND 37.03 M (121.49 FT) WEST-NORTHWEST OF LIGHT POLE AF8204'WITH A REFERENCE TAG. AF8204 AF8204 STATION RECOVERY (2001) AF8204 AF8204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8199 *********************************************************************** AF8199 DESIGNATION - MCMAHAN AF8199 PID - AF8199 AF8199 STATE/COUNTY- NC/RUTHERFORD AF8199 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8199 AF8199 *CURRENT SURVEY CONTROL AF8199 ___________________________________________________________________ AF8199* NAD 83(1986)- 35 21 43.55314(N) 081 57 30.68353(W) ADJUSTED AF8199* NAVD 88 - 278.5 (meters) 914. (feet) VERT ANG AF8199 ___________________________________________________________________ AF8199 LAPLACE CORR- -0.67 (seconds) DEFLEC99 AF8199 GEOID HEIGHT- -31.99 (meters) GEOID99 AF8199 AF8199 HORZ ORDER - SECOND AF8199 AF8199.The North Carolina/South Carolina HARNS have been completed but, AF8199.due to contractual restrictions, coordinates for these stations AF8199.will NOT be published in the near future. In the interim, the AF8199.published coordinates in North and South Carolina will not be AF8199.consistent with the Continuously Operating Reference Stations AF8199.(CORS). The HARN coordinates for these stations are available AF8199.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8199.Lapine(803-896-7700). AF8199. AF8199.In addition, the published North and South Carolina positions AF8199.(NAD 83 (1986)) are NOT consistent with those determined in AF8199.adjacent state readjustments. The discontinuity between stations AF8199.located in North or South Carolina and those in adjacent states AF8199.which have been adjusted to the HARN may be as much as 5 AF8199.decimeters. This will result in a significant loss of accuracy AF8199.over lines crossing such state borders. AF8199 AF8199 AF8199.The horizontal coordinates were established by classical geodetic methods AF8199.and adjusted by the National Geodetic Survey in June 1998. AF8199 AF8199.The orthometric height was determined by vertical angle observations. AF8199 AF8199.The Laplace correction was computed from DEFLEC99 derived deflections. AF8199 AF8199.The geoid height was determined by GEOID99. AF8199 AF8199; North East Units Scale Converg. AF8199;SPC NC - 182,836.115 340,791.770 MT 0.99987444 -1 42 27.3 AF8199;UTM 17 - 3,913,621.151 412,918.880 MT 0.99969345 -0 33 17.2 AF8199 AF8199 SUPERSEDED SURVEY CONTROL AF8199 AF8199.No superseded survey control is available for this station. AF8199 AF8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1291913621(NAD 83) AF8199_MARKER: DE = TRAVERSE STATION DISK AF8199_SETTING: 31 = CONCRETE SIDEWALK AF8199_STAMPING: MCMAHAN 1985 AF8199_MARK LOGO: NCGS AF8199_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF8199 AF8199 HISTORY - Date Condition Report By AF8199 HISTORY - 1985 MONUMENTED NCGS AF8199 HISTORY - 20010331 GOOD NGS AF8199 AF8199 STATION DESCRIPTION AF8199 AF8199'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8199'STATION IS LOCATED IN RUTHERFORDTON AT THE MCMAHAN FUNERAL HOME. ALONG AF8199'US 221 FOR 0.4 KM (0.25 MI) SOUTH OF THE US 74-US 221A INTERSECTION IN AF8199'RUTHERFORDTON. MARK IS LEVEL WITH US 221. LOCATED 6.19 M (20.31 FT) AF8199'EAST-SOUTHEAST OF THE CENTERLINE OF US 221, 24.60 M (80.71 FT) WEST OF AF8199'METAL LIGHT POLE, 19.17 M (62.89 FT) NORTH OF NORTHWEST CORNER OF AF8199'MCMAHAN FUNERAL HOME--AND 8.60 M (28.22 FT) NORTHEAST OF POWER POLE, AF8199'23.26 M (76.31 FT) SOUTH-SOUTHWEST OF POWER POLE--BOTH WITH REFERENCE AF8199'TAGS. AF8199 AF8199 STATION RECOVERY (2001) AF8199 AF8199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1353 *********************************************************************** FA1353 DESIGNATION - MITCHELL FA1353 PID - FA1353 FA1353 STATE/COUNTY- NC/RUTHERFORD FA1353 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1353 FA1353 *CURRENT SURVEY CONTROL FA1353 ___________________________________________________________________ FA1353* NAD 83(1986)- 35 21 57.02044(N) 081 57 42.40124(W) ADJUSTED FA1353* NAVD 88 - 282.929 (meters) 928.24 (feet) ADJUSTED FA1353 ___________________________________________________________________ FA1353 LAPLACE CORR- -0.72 (seconds) DEFLEC99 FA1353 GEOID HEIGHT- -31.99 (meters) GEOID99 FA1353 DYNAMIC HT - 282.647 (meters) 927.32 (feet) COMP FA1353 MODELED GRAV- 979,630.9 (mgal) NAVD 88 FA1353 FA1353 HORZ ORDER - SECOND FA1353 VERT ORDER - SECOND CLASS II FA1353 FA1353.The North Carolina/South Carolina HARNS have been completed but, FA1353.due to contractual restrictions, coordinates for these stations FA1353.will NOT be published in the near future. In the interim, the FA1353.published coordinates in North and South Carolina will not be FA1353.consistent with the Continuously Operating Reference Stations FA1353.(CORS). The HARN coordinates for these stations are available FA1353.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1353.Lapine(803-896-7700). FA1353. FA1353.In addition, the published North and South Carolina positions FA1353.(NAD 83 (1986)) are NOT consistent with those determined in FA1353.adjacent state readjustments. The discontinuity between stations FA1353.located in North or South Carolina and those in adjacent states FA1353.which have been adjusted to the HARN may be as much as 5 FA1353.decimeters. This will result in a significant loss of accuracy FA1353.over lines crossing such state borders. FA1353 FA1353 FA1353.The horizontal coordinates were established by classical geodetic methods FA1353.and adjusted by the National Geodetic Survey in July 1986. FA1353 FA1353.The orthometric height was determined by differential leveling FA1353.and adjusted by the National Geodetic Survey in June 1991. FA1353 FA1353.The Laplace correction was computed from DEFLEC99 derived deflections. FA1353 FA1353.The geoid height was determined by GEOID99. FA1353 FA1353.The dynamic height is computed by dividing the NAVD 88 FA1353.geopotential number by the normal gravity value computed on the FA1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1353.degrees latitude (g = 980.6199 gals.). FA1353 FA1353.The modeled gravity was interpolated from observed gravity values. FA1353 FA1353; North East Units Scale Converg. FA1353;SPC NC - 183,259.741 340,508.498 MT 0.99987457 -1 42 34.0 FA1353;UTM 17 - 3,914,038.917 412,627.195 MT 0.99969408 -0 33 24.1 FA1353 FA1353: Primary Azimuth Mark Grid Az FA1353:SPC NC - COURT 046 04 27.3 FA1353:UTM 17 - COURT 044 55 17.4 FA1353 FA1353|---------------------------------------------------------------------| FA1353| PID Reference Object Distance Geod. Az | FA1353| dddmmss.s | FA1353| FA3333 COURT APPROX. 0.6 KM 0442153.3 | FA1353| FA3335 RUTHERFORDTON DUKE PWR NEW TK APPROX. 1.9 KM 0715939.2 | FA1353| AF8205 MITCHELL HUB 130.843 METERS 08633 | FA1353|---------------------------------------------------------------------| FA1353 FA1353 SUPERSEDED SURVEY CONTROL FA1353 FA1353 NAD 27 - 35 21 56.56255(N) 081 57 43.03215(W) AD( ) 2 FA1353 NGVD 29 - 283.181 (m) 929.07 (f) ADJ UNCH 2 2 FA1353 FA1353.Superseded values are not recommended for survey control. FA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1353.See file dsdata.txt to determine how the superseded data were derived. FA1353 FA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1262714039(NAD 83) FA1353_MARKER: DE = TRAVERSE STATION DISK FA1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1353_STAMPING: MITCHELL 1972 FA1353_MARK LOGO: NCGS FA1353_MAGNETIC: N = NO MAGNETIC MATERIAL FA1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1353+STABILITY: SURFACE MOTION FA1353 FA1353 HISTORY - Date Condition Report By FA1353 HISTORY - 1972 MONUMENTED NCGS FA1353 HISTORY - 19731101 GOOD NCGS FA1353 HISTORY - 19850101 GOOD NCGS FA1353 HISTORY - 19960523 POOR USPSQD FA1353 HISTORY - 20010331 POOR NGS FA1353 FA1353 STATION DESCRIPTION FA1353 FA1353'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1353'MITCHELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA1353'THE VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA1353' FA1353'MITCHELL IS LOCATED APPROXIMATELY 0.3 MILE WSW OF RUTHERFORD COUNTY FA1353'COURTHOUSE IN RUTHERFORDTON. TO REACH STATION FROM INTERSECTION OF FA1353'NC 108 AND US 74 BUSINESS IN RUTHERFORDTON, PROCEED SW ALONG NC 108 FA1353'FOR 0.2 MILES TO SOUTH MITCHELL STREET. THENCE NORTH ALONG SOUTH FA1353'MITCHELL STREET (BY PLAYGROUND OF RUTHERFORDTON ELEMENTARY FA1353'SCHOOL) FOR APPROXIMATELY 300 FEET TO STATION ON THE LEFT IN FRONT FA1353'OF HOUSE NO. 214, BETWEEN CURB AND SIDEWALK AT STREET STEPS TO FA1353'HOME. FA1353' FA1353'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA1353'MITCHELL 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA1353'WHICH IS FLUSH WITH THE GROUND. FA1353' FA1353'MARK IS FA1353'13.3 FEET WNW OF A C/L OF SOUTH MITCHELL STREET. FA1353'19.3 FEET SSW OF A C/L OF DRIVE TO HOUSE NO. 214. FA1353'9.2 FEET NNE OF A C/L OF MAN HOLE COVER. FA1353'22.8 FEET NNE OF A POWER SERVICE POLE W/ALUMINUM REF. TAG. FA1353'73.0 FEET SSW OF A PP W/ALUMINUM REF. TAG, AND W/LAMP. FA1353'5.0 FEET ESE OF A NE CORNER OF STREET STEPS (CURBING). FA1353 FA1353 STATION RECOVERY (1973) FA1353 FA1353'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1353'IN SW SECTION OF RUTHERFORDTON. FA1353'TO REACH STATION FROM INTERSECTION OF NC 108 AND US 74 BUSINESS IN FA1353'SOUTHWEST RUTHERFORDTON, PROCEED SOUTHWEST ALONG NC 108 FOR 0.2 MILE FA1353'TO SOUTH MITCHELL STREET, THENCE NORTH ALONG SOUTH MITCHELL STREET (BY FA1353'PLAYGROUND OF RUTHERFORDTON ELEMENTARY SCHOOL) FOR APPROXIMATELY 300 FA1353'FEET TO STATION ON THE LEFT IN FRONT OF HOUSE NUMBER 214, BETWEEN CURB FA1353'AND SIDEWALK AT STREET STEPS TO HOME. 13.1 FEET WEST-NORTHWEST OF FA1353'CENTERLINE OF SOUTH MITCHELL STREET, 19.3 FEET SOUTH-SOUTHWEST OF FA1353'CENTERLINE OF DRIVE TO HOUSE NUMBER 214, 9.2 FEET NORTH-NORTHEAST OF FA1353'CENTERLINE OF MANHOLE COVER, 22.8 FEET NORTH-NORTHEAST OF POWER FA1353'SERVICE POLE WITH ALUMINUM REFERENCE TAG, 73.0 FEET SOUTH-SOUTHWEST OF FA1353'POWER POLE WITH A LAMP AND WITH ALUMINUM REFERENCE TAG, AND 5.0 FEET FA1353'EAST-SOUTHEAST OF NORTHEAST CORNER OF STREET STEPS (CURBING). DISK FA1353'IS SET IN CONCRETE CYLINDER, FLUSH WITH GROUND. FA1353 FA1353 STATION RECOVERY (1985) FA1353 FA1353'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1353'DISK INTACT, MONUMENT LEANING, BUT VERY LIKELY MOVEMENT IS ONLY IN FA1353'MILLIMETERS. CHECKED ANGLE TO RUTHERFORDTON DUKE POWER NEW TANK, FA1353'(ONLY ONE MILE AWAY), WAS WITHIN 12 SECONDS. FA1353 FA1353 STATION RECOVERY (1996) FA1353 FA1353'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1353'MARK RECOVERED IN POOR CONDITION. FA1353 FA1353 STATION RECOVERY (2001) FA1353 FA1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA3340 *********************************************************************** FA3340 DESIGNATION - RON FA3340 PID - FA3340 FA3340 STATE/COUNTY- NC/RUTHERFORD FA3340 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3340 FA3340 *CURRENT SURVEY CONTROL FA3340 ___________________________________________________________________ FA3340* NAD 83(1986)- 35 24 02.03829(N) 081 57 52.63286(W) ADJUSTED FA3340* NAVD 88 - 320.8 (meters) 1052. (feet) VERTCON FA3340 ___________________________________________________________________ FA3340 LAPLACE CORR- -1.27 (seconds) DEFLEC99 FA3340 GEOID HEIGHT- -31.98 (meters) GEOID99 FA3340 FA3340 HORZ ORDER - SECOND FA3340 FA3340.The North Carolina/South Carolina HARNS have been completed but, FA3340.due to contractual restrictions, coordinates for these stations FA3340.will NOT be published in the near future. In the interim, the FA3340.published coordinates in North and South Carolina will not be FA3340.consistent with the Continuously Operating Reference Stations FA3340.(CORS). The HARN coordinates for these stations are available FA3340.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA3340.Lapine(803-896-7700). FA3340. FA3340.In addition, the published North and South Carolina positions FA3340.(NAD 83 (1986)) are NOT consistent with those determined in FA3340.adjacent state readjustments. The discontinuity between stations FA3340.located in North or South Carolina and those in adjacent states FA3340.which have been adjusted to the HARN may be as much as 5 FA3340.decimeters. This will result in a significant loss of accuracy FA3340.over lines crossing such state borders. FA3340 FA3340 FA3340.The horizontal coordinates were established by classical geodetic methods FA3340.and adjusted by the National Geodetic Survey in July 1986. FA3340 FA3340.The NAVD 88 height was computed by applying the VERTCON shift value to FA3340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3340 FA3340.The Laplace correction was computed from DEFLEC99 derived deflections. FA3340 FA3340.The geoid height was determined by GEOID99. FA3340 FA3340; North East Units Scale Converg. FA3340;SPC NC - 187,118.148 340,365.386 MT 0.99987595 -1 42 39.9 FA3340;UTM 17 - 3,917,892.968 412,406.546 MT 0.99969455 -0 33 31.8 FA3340 FA3340|---------------------------------------------------------------------| FA3340| PID Reference Object Distance Geod. Az | FA3340| dddmmss.s | FA3340| FA3343 BROYHILL 324.918 METERS 34022 | FA3340|---------------------------------------------------------------------| FA3340 FA3340 SUPERSEDED SURVEY CONTROL FA3340 FA3340 NAD 27 - 35 24 01.58320(N) 081 57 53.26510(W) AD( ) 2 FA3340 NGVD 29 - 321.0 (m) 1053. (f) VERT ANG FA3340 FA3340.Superseded values are not recommended for survey control. FA3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3340.See file dsdata.txt to determine how the superseded data were derived. FA3340 FA3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1240717893(NAD 83) FA3340_MARKER: DE = TRAVERSE STATION DISK FA3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3340_STAMPING: RON 1972 FA3340_MARK LOGO: NCGS FA3340_MAGNETIC: N = NO MAGNETIC MATERIAL FA3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3340+STABILITY: SURFACE MOTION FA3340 FA3340 HISTORY - Date Condition Report By FA3340 HISTORY - 1972 MONUMENTED NCGS FA3340 HISTORY - 19830101 GOOD NCGS FA3340 HISTORY - 1986 GOOD USPSQD FA3340 HISTORY - 20010331 MARK NOT FOUND NGS FA3340 FA3340 STATION DESCRIPTION FA3340 FA3340'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3340'RON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3340'VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA3340' FA3340'RON IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF RUTHERFORDTON, AND FA3340'3.2 MILES SOUTH OF GILKEY. TO REACH STATION FROM US 64 US 74 FA3340'(BY-PASS) BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3340'ALONG US 221 FOR 1.35 MILES TO STATION ON THE RIGHT. 0.55 MILES FA3340'SOUTH OF INTERSECTION WITH SR 1367 AND SR 1526, ON NORTH END OF FA3340'CUT, AND APPROXIMATELY 100 FEET SE OF INTERSECTION WITH FIELD ROAD FA3340'E-W. FA3340' FA3340'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED RON FA3340'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3340'3 INCHES BELOW THE SURFACE OF THE GROUND. FA3340' FA3340'MARK IS FA3340'32.5 FEET ENE OF A C/L OF US 221. FA3340'18.1 FEET W OF A R/W MONUMENT. FA3340'28.4 FEET WSW OF A NE OF THREE POLES SUPPORTING SIGN W/ALUMINUM FA3340'REF. TAG. FA3340'121.0 FEET S OF A TP NO. FH1 (JUNCTION BOX AT BASE) W/ALUMINUM FA3340'REF. TAG. FA3340 FA3340 STATION RECOVERY (1983) FA3340 FA3340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3340'RECOVERED AS DESCRIBED. FA3340 FA3340 STATION RECOVERY (1986) FA3340 FA3340'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) FA3340'RECOVERED IN GOOD CONDITION. FA3340 FA3340 STATION RECOVERY (2001) FA3340 FA3340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA3340'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8192 *********************************************************************** AF8192 DESIGNATION - ROSE AF8192 PID - AF8192 AF8192 STATE/COUNTY- NC/RUTHERFORD AF8192 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8192 AF8192 *CURRENT SURVEY CONTROL AF8192 ___________________________________________________________________ AF8192* NAD 83(1986)- 35 20 23.19858(N) 081 56 41.87504(W) ADJUSTED AF8192* NAVD 88 - 318.1 (meters) 1044. (feet) VERT ANG AF8192 ___________________________________________________________________ AF8192 LAPLACE CORR- -0.37 (seconds) DEFLEC99 AF8192 GEOID HEIGHT- -32.00 (meters) GEOID99 AF8192 AF8192 HORZ ORDER - SECOND AF8192 AF8192.The North Carolina/South Carolina HARNS have been completed but, AF8192.due to contractual restrictions, coordinates for these stations AF8192.will NOT be published in the near future. In the interim, the AF8192.published coordinates in North and South Carolina will not be AF8192.consistent with the Continuously Operating Reference Stations AF8192.(CORS). The HARN coordinates for these stations are available AF8192.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8192.Lapine(803-896-7700). AF8192. AF8192.In addition, the published North and South Carolina positions AF8192.(NAD 83 (1986)) are NOT consistent with those determined in AF8192.adjacent state readjustments. The discontinuity between stations AF8192.located in North or South Carolina and those in adjacent states AF8192.which have been adjusted to the HARN may be as much as 5 AF8192.decimeters. This will result in a significant loss of accuracy AF8192.over lines crossing such state borders. AF8192 AF8192 AF8192.The horizontal coordinates were established by classical geodetic methods AF8192.and adjusted by the National Geodetic Survey in June 1998. AF8192 AF8192.The orthometric height was determined by vertical angle observations. AF8192 AF8192.The Laplace correction was computed from DEFLEC99 derived deflections. AF8192 AF8192.The geoid height was determined by GEOID99. AF8192 AF8192; North East Units Scale Converg. AF8192;SPC NC - 180,324.471 341,949.825 MT 0.99987377 -1 41 59.1 AF8192;UTM 17 - 3,911,133.770 414,127.019 MT 0.99969088 -0 32 47.8 AF8192 AF8192: Primary Azimuth Mark Grid Az AF8192:SPC NC - SPINDALE DUKE POWER TANK 031 01 49.8 AF8192:UTM 17 - SPINDALE DUKE POWER TANK 029 52 38.5 AF8192 AF8192|---------------------------------------------------------------------| AF8192| PID Reference Object Distance Geod. Az | AF8192| dddmmss.s | AF8192| FA3336 SPINDALE DUKE POWER TANK APPROX. 2.6 KM 0291950.7 | AF8192|---------------------------------------------------------------------| AF8192 AF8192 SUPERSEDED SURVEY CONTROL AF8192 AF8192.No superseded survey control is available for this station. AF8192 AF8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1412711134(NAD 83) AF8192_MARKER: DE = TRAVERSE STATION DISK AF8192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8192_STAMPING: ROSE 1985 AF8192_MARK LOGO: NCGS AF8192_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8192+STABILITY: SURFACE MOTION AF8192 AF8192 HISTORY - Date Condition Report By AF8192 HISTORY - 1985 MONUMENTED NCGS AF8192 HISTORY - 20010331 MARK NOT FOUND NGS AF8192 AF8192 STATION DESCRIPTION AF8192 AF8192'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8192'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTHWEST OF SPINDALE, AND AF8192'3.2 KM (2.00 MI) SOUTHEAST OF RUTHERFORDTON. PROCEED ALONG SR 2169 AF8192'(OAKLAND RD) FOR 0.7 KM (0.45 MI) SOUTH OF THE US 74 BYPASS UNDERPASS AF8192'TO SR 2194, THENCE WEST ALONG SR 2194 FOR 0.25 KM (0.15 MI) TO SR AF8192'2193, THENCE WEST-NORTHWEST ALONG SR 2193 FOR 2.3 KM (1.40 MI) OR 0.3 AF8192'KM (0.20 MI) SOUTHWEST OF END OF PAVEMENT, TO STATION ON LEFT, AT AF8192'FENCE LINE. MARK IS FLUSH WITH GROUND AND IS 1-FOOT HIGHER THAN SR AF8192'2193. LOCATED 5.03 M (16.50 FT) SOUTH OF CENTERLINE OF SR 2193--AND AF8192'2.01 M (6.59 FT) WEST-NORTHWEST OF FENCE POST, 1.46 M (4.79 FT) AF8192'EAST-NORTHEAST OF FENCE POST, 48.77 M (160.01 FT) NORTH-NORTHWEST OF AF8192'POWER POLE, 96.32 M (316.01 FT) WEST OF POWER POLE--ALL FOUR WITH AF8192'REFERENCE TAGS. AF8192 AF8192 STATION RECOVERY (2001) AF8192 AF8192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1355 *********************************************************************** FA1355 DESIGNATION - RU 10 FA1355 PID - FA1355 FA1355 STATE/COUNTY- NC/RUTHERFORD FA1355 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1355 FA1355 *CURRENT SURVEY CONTROL FA1355 ___________________________________________________________________ FA1355* NAD 83(1986)- 35 21 50.72634(N) 081 56 36.64164(W) ADJUSTED FA1355* NAVD 88 - 325.038 (meters) 1066.40 (feet) ADJUSTED FA1355 ___________________________________________________________________ FA1355 LAPLACE CORR- -0.65 (seconds) DEFLEC99 FA1355 GEOID HEIGHT- -32.00 (meters) GEOID99 FA1355 DYNAMIC HT - 324.715 (meters) 1065.34 (feet) COMP FA1355 MODELED GRAV- 979,631.8 (mgal) NAVD 88 FA1355 FA1355 HORZ ORDER - SECOND FA1355 VERT ORDER - SECOND CLASS II FA1355 FA1355.The North Carolina/South Carolina HARNS have been completed but, FA1355.due to contractual restrictions, coordinates for these stations FA1355.will NOT be published in the near future. In the interim, the FA1355.published coordinates in North and South Carolina will not be FA1355.consistent with the Continuously Operating Reference Stations FA1355.(CORS). The HARN coordinates for these stations are available FA1355.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1355.Lapine(803-896-7700). FA1355. FA1355.In addition, the published North and South Carolina positions FA1355.(NAD 83 (1986)) are NOT consistent with those determined in FA1355.adjacent state readjustments. The discontinuity between stations FA1355.located in North or South Carolina and those in adjacent states FA1355.which have been adjusted to the HARN may be as much as 5 FA1355.decimeters. This will result in a significant loss of accuracy FA1355.over lines crossing such state borders. FA1355 FA1355 FA1355.The horizontal coordinates were established by classical geodetic methods FA1355.and adjusted by the National Geodetic Survey in June 1998. FA1355 FA1355.The orthometric height was determined by differential leveling FA1355.and adjusted by the National Geodetic Survey in June 1991. FA1355 FA1355.The Laplace correction was computed from DEFLEC99 derived deflections. FA1355 FA1355.The geoid height was determined by GEOID99. FA1355 FA1355.The dynamic height is computed by dividing the NAVD 88 FA1355.geopotential number by the normal gravity value computed on the FA1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1355.degrees latitude (g = 980.6199 gals.). FA1355 FA1355.The modeled gravity was interpolated from observed gravity values. FA1355 FA1355; North East Units Scale Converg. FA1355;SPC NC - 183,016.512 342,161.870 MT 0.99987451 -1 41 56.1 FA1355;UTM 17 - 3,913,829.039 414,284.824 MT 0.99969054 -0 32 46.0 FA1355 FA1355 SUPERSEDED SURVEY CONTROL FA1355 FA1355 NGVD 29 - 325.291 (m) 1067.23 (f) ADJ UNCH 2 2 FA1355 FA1355.Superseded values are not recommended for survey control. FA1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1355.See file dsdata.txt to determine how the superseded data were derived. FA1355 FA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1428513829(NAD 83) FA1355_MARKER: DB = BENCH MARK DISK FA1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1355_STAMPING: RU 10 1972 FA1355_MARK LOGO: NCGS FA1355_PROJECTION: FLUSH FA1355_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1355+STABILITY: SURFACE MOTION FA1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA1355+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1992 FA1355 FA1355 HISTORY - Date Condition Report By FA1355 HISTORY - 1972 MONUMENTED NCGS FA1355 HISTORY - 19731101 GOOD NCGS FA1355 HISTORY - 19850101 GOOD NCGS FA1355 HISTORY - 1986 GOOD USPSQD FA1355 HISTORY - 19920304 GOOD NCGS FA1355 HISTORY - 20010331 GOOD NGS FA1355 FA1355 STATION DESCRIPTION FA1355 FA1355'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1355'IN RUTHERFORDTON. FA1355'TO REACH STATION FROM THE INTERSECTION OF US 74 BUSINESS AND US 221A FA1355'WITH US 74 BYPASS BETWEEN RUTHERFORDTON AND SPINDALE, PROCEED WEST FA1355'ALONG US 74 BUSINESS FOR 0.15 MILE TO STATION ON RIGHT, NEAR THE FA1355'RUTHERFORDTON-SPINDALE HIGH SCHOOL SIGN, AND 0.8 MILE EAST OF US 74 FA1355'BUSINESS AND US 221. 3.8 FEET SOUTHWEST OF SOUTHWEST END OF STONE FA1355'BASE FOR SCHOOL SIGN, 119.8 FEET NORTHWEST OF METAL YIELD SIGN AT FA1355'SCHOOL ENTRANCE, AND 108.6 FEET SOUTHEAST OF 12-INCH OAK WITH ALUMINUM FA1355'REFERENCE TAG. DISK IS SET IN CONCRETE POST FLUSH WITH GROUND. FA1355 FA1355 STATION RECOVERY (1985) FA1355 FA1355'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1355'STATION IS LOCATED IN EAST RUTHERFORDTON, AT THE FA1355'RUTHERFORDTON-SPINDALE HIGH SCHOOL. ALONG US 74 BUS.-US 221A FOR 0.15 FA1355'KM (0.10 MI) NORTHWEST OF THE US 74 BYPASS, NEAR THE FA1355'RUTHERFORDTON-SPINDALE HIGH SCHOOL DRIVE, AT A SIGN NEAR LARGE BEECH. FA1355'MARK IS FLUSH WITH GROUND AND 12-FEET HIGHER THAN US 74. LOCATED 19.51 FA1355'M (64.01 FT) NORTHEAST OF THE CENTERLINE OF US 74, 1.13 M (3.71 FT) FA1355'SOUTHWEST OF SOUTHWEST END OF STONE SIGN, 9.97 M (32.71 FT) SOUTHWEST FA1355'OF 36-INCH BEECH, 30.33 M (99.51 FT) NORTHWEST OF CENTER OF TELEPHONE FA1355'MANHOLE COVER, AND 52.43 M (172.01 FT) NORTH-NORTHWEST OF US 74 AND SR FA1355'2203. FA1355 FA1355 STATION RECOVERY (1986) FA1355 FA1355'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) FA1355'RECOVERED IN GOOD CONDITION. FA1355 FA1355 STATION RECOVERY (1992) FA1355 FA1355'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC) FA1355'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FA1355 FA1355 STATION RECOVERY (2001) FA1355 FA1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8197 *********************************************************************** AF8197 DESIGNATION - RUSSELL AF8197 PID - AF8197 AF8197 STATE/COUNTY- NC/RUTHERFORD AF8197 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8197 AF8197 *CURRENT SURVEY CONTROL AF8197 ___________________________________________________________________ AF8197* NAD 83(1986)- 35 20 36.98290(N) 081 57 49.05009(W) ADJUSTED AF8197* NAVD 88 - 259.6 (meters) 852. (feet) VERT ANG AF8197 ___________________________________________________________________ AF8197 LAPLACE CORR- -0.71 (seconds) DEFLEC99 AF8197 GEOID HEIGHT- -31.99 (meters) GEOID99 AF8197 AF8197 HORZ ORDER - SECOND AF8197 AF8197.The North Carolina/South Carolina HARNS have been completed but, AF8197.due to contractual restrictions, coordinates for these stations AF8197.will NOT be published in the near future. In the interim, the AF8197.published coordinates in North and South Carolina will not be AF8197.consistent with the Continuously Operating Reference Stations AF8197.(CORS). The HARN coordinates for these stations are available AF8197.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8197.Lapine(803-896-7700). AF8197. AF8197.In addition, the published North and South Carolina positions AF8197.(NAD 83 (1986)) are NOT consistent with those determined in AF8197.adjacent state readjustments. The discontinuity between stations AF8197.located in North or South Carolina and those in adjacent states AF8197.which have been adjusted to the HARN may be as much as 5 AF8197.decimeters. This will result in a significant loss of accuracy AF8197.over lines crossing such state borders. AF8197 AF8197 AF8197.The horizontal coordinates were established by classical geodetic methods AF8197.and adjusted by the National Geodetic Survey in June 1998. AF8197 AF8197.The orthometric height was determined by vertical angle observations. AF8197 AF8197.The Laplace correction was computed from DEFLEC99 derived deflections. AF8197 AF8197.The geoid height was determined by GEOID99. AF8197 AF8197; North East Units Scale Converg. AF8197;SPC NC - 180,799.511 340,267.127 MT 0.99987387 -1 42 37.9 AF8197;UTM 17 - 3,911,574.772 412,435.410 MT 0.99969449 -0 33 26.9 AF8197 AF8197 SUPERSEDED SURVEY CONTROL AF8197 AF8197.No superseded survey control is available for this station. AF8197 AF8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1243511575(NAD 83) AF8197_MARKER: DE = TRAVERSE STATION DISK AF8197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8197_STAMPING: RUSSELL 1985 AF8197_MARK LOGO: NCGS AF8197_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8197+STABILITY: SURFACE MOTION AF8197 AF8197 HISTORY - Date Condition Report By AF8197 HISTORY - 1985 MONUMENTED NCGS AF8197 HISTORY - 20010331 GOOD NGS AF8197 AF8197 STATION DESCRIPTION AF8197 AF8197'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8197'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH OF RUTHERFORDTON, AND AF8197'3.4 KM (2.10 MI) WEST-SOUTHWEST OF SPINDALE. ALONG US 221 FOR 2.5 KM AF8197'(1.55 MI) SOUTH OF THE US 74-US 221A INTERSECTION IN RUTHERFORDTON, OR AF8197'0.3 KM (0.20 MI) NORTH OF SR 1005 (COKE RD). MARK IS FLUSH WITH GROUND AF8197'AND LEVEL WITH US 221. LOCATED 9.14 M (29.99 FT) WEST OF THE AF8197'CENTERLINE OF US 221, 6.25 M (20.51 FT) NORTH OF THE CENTERLINE OF AF8197'CONCRETE DRIVE, 11.40 M (37.40 FT) NORTH-NORTHWEST OF FIRE HYDRANT, AF8197'18.14 M (59.51 FT) EAST-SOUTHEAST OF 6-INCH MAGNOLIA, 23.93 M (78.51 AF8197'FT) SOUTH OF 24-INCH CORRUGATED METAL PIPE, AND 41.57 M (136.38 FT) AF8197'EAST-SOUTHEAST OF NORTHEAST CORNER OF BRICK HOUSE. AF8197 AF8197 STATION RECOVERY (2001) AF8197 AF8197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA3335 *********************************************************************** FA3335 DESIGNATION - RUTHERFORDTON DUKE PWR NEW TK FA3335 PID - FA3335 FA3335 STATE/COUNTY- NC/RUTHERFORD FA3335 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA3335 FA3335 *CURRENT SURVEY CONTROL FA3335 ___________________________________________________________________ FA3335* NAD 83(1986)- 35 22 16.03187(N) 081 56 30.96800(W) ADJUSTED FA3335* NAVD 88 - FA3335 ___________________________________________________________________ FA3335 LAPLACE CORR- -0.78 (seconds) DEFLEC99 FA3335 GEOID HEIGHT- -32.00 (meters) GEOID99 FA3335 FA3335 HORZ ORDER - THIRD FA3335 FA3335.The North Carolina/South Carolina HARNS have been completed but, FA3335.due to contractual restrictions, coordinates for these stations FA3335.will NOT be published in the near future. In the interim, the FA3335.published coordinates in North and South Carolina will not be FA3335.consistent with the Continuously Operating Reference Stations FA3335.(CORS). The HARN coordinates for these stations are available FA3335.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA3335.Lapine(803-896-7700). FA3335. FA3335.In addition, the published North and South Carolina positions FA3335.(NAD 83 (1986)) are NOT consistent with those determined in FA3335.adjacent state readjustments. The discontinuity between stations FA3335.located in North or South Carolina and those in adjacent states FA3335.which have been adjusted to the HARN may be as much as 5 FA3335.decimeters. This will result in a significant loss of accuracy FA3335.over lines crossing such state borders. FA3335 FA3335 FA3335.The horizontal coordinates were established by classical geodetic methods FA3335.and adjusted by the National Geodetic Survey in July 1986. FA3335 FA3335 FA3335.The Laplace correction was computed from DEFLEC99 derived deflections. FA3335 FA3335.The geoid height was determined by GEOID99. FA3335 FA3335; North East Units Scale Converg. FA3335;SPC NC - 183,791.711 342,328.126 MT 0.99987475 -1 41 52.8 FA3335;UTM 17 - 3,914,607.282 414,435.423 MT 0.99969022 -0 32 43.0 FA3335 FA3335 SUPERSEDED SURVEY CONTROL FA3335 FA3335 NAD 27 - 35 22 15.57507(N) 081 56 31.60218(W) AD( ) 3 FA3335 FA3335.Superseded values are not recommended for survey control. FA3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3335.See file dsdata.txt to determine how the superseded data were derived. FA3335 FA3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1443514607(NAD 83) FA3335_MARKER: 54 = WATER TOWER FA3335 FA3335 HISTORY - Date Condition Report By FA3335 HISTORY - 1972 FIRST OBSERVED NCGS FA3335 HISTORY - 19850101 GOOD NCGS FA3335 HISTORY - 19960523 GOOD USPSQD FA3335 HISTORY - 20010331 GOOD NGS FA3335 FA3335 STATION DESCRIPTION FA3335 FA3335'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3335'RUTHERFORDTON, (NEW) DUKE POWER WATER TANK IS A N. C. GEODETIC SURVEY FA3335'INTERSECTION STATION IN THE VICINITY OF RUTHERFORDTON, NORTH FA3335'CAROLINA. FA3335' FA3335'RUTHERFORDTON (NEW) DUKE POWER WATER TANK IS LOCATED APPROXIMATELY IN FA3335'THE EASTERN SECTION OF RUTHERFORDTON. TO REACH STATION FROM THE FA3335'SOUTHEAST INTERSECTION OF US 74 BUS. AND BYPASS IN RUTHERFORDTON, FA3335'PROCEED NORTH ALONG US 74 BYPASS FOR 0.55 MILE TO WATER TANK ON FA3335'LEFT. 0.2 MILE SOUTH OF INTERSECTION WITH SUNSET STREET (ALSO SR FA3335'1543), APPROXIMATELY 75 FEET WEST OF C/L OF US 74 BYPASS. WATER FA3335'TOWER HAS SEVEN LEGS AND IS LIGHT BLUE IN COLOR. WAS BUILT IN 1972. FA3335' FA3335'POINT INTERSECTED WAS CENTER OF TOP OF CAP. FA3335 FA3335 STATION RECOVERY (1985) FA3335 FA3335'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA3335'RECOVERED AS DESCRIBED. FA3335 FA3335 STATION RECOVERY (1996) FA3335 FA3335'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3335'RECOVERED IN GOOD CONDITION. FA3335 FA3335 STATION RECOVERY (2001) FA3335 FA3335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA3335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7940 *********************************************************************** AF7940 DESIGNATION - SOUTHERN AF7940 PID - AF7940 AF7940 STATE/COUNTY- NC/RUTHERFORD AF7940 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF7940 AF7940 *CURRENT SURVEY CONTROL AF7940 ___________________________________________________________________ AF7940* NAD 83(1986)- 35 19 03.02160(N) 081 52 53.04738(W) ADJUSTED AF7940* NAVD 88 - 292.4 (meters) 959. (feet) GPS OBS AF7940 ___________________________________________________________________ AF7940 LAPLACE CORR- -0.52 (seconds) DEFLEC99 AF7940 GEOID HEIGHT- -32.02 (meters) GEOID99 AF7940 AF7940 HORZ ORDER - FIRST AF7940 AF7940.The North Carolina/South Carolina HARNS have been completed but, AF7940.due to contractual restrictions, coordinates for these stations AF7940.will NOT be published in the near future. In the interim, the AF7940.published coordinates in North and South Carolina will not be AF7940.consistent with the Continuously Operating Reference Stations AF7940.(CORS). The HARN coordinates for these stations are available AF7940.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF7940.Lapine(803-896-7700). AF7940. AF7940.In addition, the published North and South Carolina positions AF7940.(NAD 83 (1986)) are NOT consistent with those determined in AF7940.adjacent state readjustments. The discontinuity between stations AF7940.located in North or South Carolina and those in adjacent states AF7940.which have been adjusted to the HARN may be as much as 5 AF7940.decimeters. This will result in a significant loss of accuracy AF7940.over lines crossing such state borders. AF7940 AF7940 AF7940.The horizontal coordinates were established by GPS observations AF7940.and adjusted by the National Geodetic Survey in June 1998. AF7940 AF7940.The orthometric height was determined by GPS observations and a AF7940.high-resolution geoid model. AF7940 AF7940.The Laplace correction was computed from DEFLEC99 derived deflections. AF7940 AF7940.The geoid height was determined by GEOID99. AF7940 AF7940; North East Units Scale Converg. AF7940;SPC NC - 177,685.360 347,653.389 MT 0.99987325 -1 39 47.0 AF7940;UTM 17 - 3,908,610.470 419,881.462 MT 0.99967910 -0 30 34.5 AF7940 AF7940 SUPERSEDED SURVEY CONTROL AF7940 AF7940.No superseded survey control is available for this station. AF7940 AF7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1988108610(NAD 83) AF7940_MARKER: DE = TRAVERSE STATION DISK AF7940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7940_STAMPING: SOUTHERN 1985 AF7940_MARK LOGO: NCGS AF7940_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF7940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7940+STABILITY: SURFACE MOTION AF7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7940+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002 AF7940 AF7940 HISTORY - Date Condition Report By AF7940 HISTORY - 1985 MONUMENTED NCGS AF7940 HISTORY - 19971119 GOOD NCGS AF7940 HISTORY - 20010331 GOOD NGS AF7940 HISTORY - 20021203 GOOD JCLS AF7940 AF7940 STATION DESCRIPTION AF7940 AF7940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF7940'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST-NORTHWEST OF ALEXANDER AF7940'MILLS, AND 9.0 KM (5.60 MI) SOUTHEAST OF RUTHERFORDTON, IN SOUTHWEST AF7940'FOREST CITY. AT THE INTERSECTION OF US 74 BYPASS AND SR 2213 IN SOUTH AF7940'QUADRANT. MARK IS FLUSH WITH GROUND. LOCATED 19.35 M (63.48 FT) AF7940'SOUTHEAST OF THE CENTERLINE OF SR 2213, 24.08 M (79.00 FT) NORTHEAST AF7940'OF TELEPHONE PEDESTAL, 24.84 M (81.50 FT) WEST-NORTHWEST OF CORNER AF7940'POST OF CHAIN LINK FENCE AND NCDOT RIGHT-OF-WAY MONUMENT, 34.05 M AF7940'(111.71 FT) SOUTH-SOUTHWEST OF POWER POLE, 27.83 M (91.31 FT) NORTH OF AF7940'NORTHEAST CORNER OF KENTUCKY FRIED CHICKEN BUILDING, 67.06 M (220.01 AF7940'FT) SOUTH OF INTERSECTION OF US 74 BYPASS AND SR 2213, AND 34.80 M AF7940'(114.17 FT) NORTHEAST OF LIGHT POLE WITH A REFERENCE TAG. AF7940 AF7940 STATION RECOVERY (1997) AF7940 AF7940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) AF7940'RECOVERED AS DESCRIBED. AF7940 AF7940 STATION RECOVERY (2001) AF7940 AF7940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF7940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AF7940 AF7940 STATION RECOVERY (2002) AF7940 AF7940'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY) AF7940'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 FA1360 *********************************************************************** FA1360 DESIGNATION - TRI FA1360 PID - FA1360 FA1360 STATE/COUNTY- NC/RUTHERFORD FA1360 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1360 FA1360 *CURRENT SURVEY CONTROL FA1360 ___________________________________________________________________ FA1360* NAD 83(1986)- 35 20 10.67549(N) 081 53 34.63777(W) ADJUSTED FA1360* NAVD 88 - 296.719 (meters) 973.49 (feet) ADJUSTED FA1360 ___________________________________________________________________ FA1360 LAPLACE CORR- -0.61 (seconds) DEFLEC99 FA1360 GEOID HEIGHT- -32.02 (meters) GEOID99 FA1360 DYNAMIC HT - 296.425 (meters) 972.52 (feet) COMP FA1360 MODELED GRAV- 979,635.7 (mgal) NAVD 88 FA1360 FA1360 HORZ ORDER - SECOND FA1360 VERT ORDER - SECOND CLASS II FA1360 FA1360.The North Carolina/South Carolina HARNS have been completed but, FA1360.due to contractual restrictions, coordinates for these stations FA1360.will NOT be published in the near future. In the interim, the FA1360.published coordinates in North and South Carolina will not be FA1360.consistent with the Continuously Operating Reference Stations FA1360.(CORS). The HARN coordinates for these stations are available FA1360.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1360.Lapine(803-896-7700). FA1360. FA1360.In addition, the published North and South Carolina positions FA1360.(NAD 83 (1986)) are NOT consistent with those determined in FA1360.adjacent state readjustments. The discontinuity between stations FA1360.located in North or South Carolina and those in adjacent states FA1360.which have been adjusted to the HARN may be as much as 5 FA1360.decimeters. This will result in a significant loss of accuracy FA1360.over lines crossing such state borders. FA1360 FA1360 FA1360.The horizontal coordinates were established by classical geodetic methods FA1360.and adjusted by the National Geodetic Survey in July 1986. FA1360 FA1360.The orthometric height was determined by differential leveling FA1360.and adjusted by the National Geodetic Survey in June 1991. FA1360 FA1360.The Laplace correction was computed from DEFLEC99 derived deflections. FA1360 FA1360.The geoid height was determined by GEOID99. FA1360 FA1360.The dynamic height is computed by dividing the NAVD 88 FA1360.geopotential number by the normal gravity value computed on the FA1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1360.degrees latitude (g = 980.6199 gals.). FA1360 FA1360.The modeled gravity was interpolated from observed gravity values. FA1360 FA1360; North East Units Scale Converg. FA1360;SPC NC - 179,799.748 346,664.160 MT 0.99987368 -1 40 11.0 FA1360;UTM 17 - 3,910,704.112 418,850.073 MT 0.99968115 -0 30 59.4 FA1360 FA1360: Primary Azimuth Mark Grid Az FA1360:SPC NC - CITY 144 12 27.4 FA1360:UTM 17 - CITY 143 03 15.8 FA1360 FA1360|---------------------------------------------------------------------| FA1360| PID Reference Object Distance Geod. Az | FA1360| dddmmss.s | FA1360| FA1361 CITY APPROX. 0.8 KM 1423216.4 | FA1360|---------------------------------------------------------------------| FA1360 FA1360 SUPERSEDED SURVEY CONTROL FA1360 FA1360 NAD 27 - 35 20 10.21897(N) 081 53 35.27356(W) AD( ) 2 FA1360 NGVD 29 - 296.971 (m) 974.31 (f) ADJ UNCH 2 2 FA1360 FA1360.Superseded values are not recommended for survey control. FA1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1360.See file dsdata.txt to determine how the superseded data were derived. FA1360 FA1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1885010704(NAD 83) FA1360_MARKER: DE = TRAVERSE STATION DISK FA1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1360_STAMPING: TRI 1972 FA1360_MARK LOGO: NCGS FA1360_PROJECTION: RECESSED 8 CENTIMETERS FA1360_MAGNETIC: N = NO MAGNETIC MATERIAL FA1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1360+STABILITY: SURFACE MOTION FA1360 FA1360 HISTORY - Date Condition Report By FA1360 HISTORY - 1972 MONUMENTED NCGS FA1360 HISTORY - 19731101 GOOD NCGS FA1360 HISTORY - 19850101 GOOD NCGS FA1360 HISTORY - 19960524 GOOD USPSQD FA1360 HISTORY - 20010331 GOOD NGS FA1360 FA1360 STATION DESCRIPTION FA1360 FA1360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1360'TRI IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1360'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1360' FA1360'TRI IS LOCATED APPROXIMATELY 2.0 MILES WEST OF FOREST CITY, AND 2.4 FA1360'MILES SE OF SPINDALE. TO REACH STATION FROM INTERSECTION US 74 FA1360'BUSINESS AND 221A WITH US 74 BYPASS, IN SE RUTHERFORDTON, PROCEED FA1360'SE ALONG US 74 BYPASS FOR 3.8 MILES TO STATION ON THE LEFT. 0.25 FA1360'MILES WEST OF INTERSECTION WITH SR 2182 AT TRI-CITY MALL, AND NEAR FA1360'SE CORNER OF WOODS. FA1360' FA1360'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TRI FA1360'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FA1360'INCHES BELOW THE SURFACE OF THE GROUND. FA1360' FA1360'MARK IS FA1360'66.8 FEET NE OF WEST BOUND LANE OF US 74 BYPASS. FA1360'18.4 FEET SSW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. FA1360'45.4 FEET S OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FA1360'38.4 FEET W OF ALUMINUM REF. TAG ON 5 INCH PINE TREE. FA1360'45.8 FEET W OF THE EAST END FENCE POST. FA1360 FA1360 STATION RECOVERY (1973) FA1360 FA1360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1360'2.0 MI WEST OF FOREST CITY. FA1360'TRI IS LOCATED APPROXIMATELY 4.3 MILES SOUTHEAST OF COURTHOUSE IN FA1360'RUTHERFORDTON. TO REACH STATION FROM INTERSECTION OF US 74 BUSINESS FA1360'AND 221A WITH US 74 BYPASS IN SOUTHEAST RUTHERFORDTON, PROCEED FA1360'SOUTHEAST ALONG US 74 BYPASS FOR 3.8 MILES TO STATION ON THE LEFT, FA1360'0.25 MILE WEST OF INTERSECTION WITH SR 2182 AT TRI-CITY MALL, AND NEAR FA1360'SOUTHEAST CORNER OF WOODS. 66.8 FEET NORTHEAST OF WESTBOUND LANE OF FA1360'US 74 BYPASS, 18.4 FEET SOUTH-SOUTHWEST OF ALUMINUM REFERENCE TAG ON FA1360'6-INCH PINE, 45.4 FEET SOUTH OF ALUMINUM REFERENCE TAG ON 8-INCH PINE, FA1360'38.4 FEET WEST OF ALUMINUM REFERENCE TAG ON 5-INCH PINE, AND 45.8 FEET FA1360'WEST OF EAST END FENCE POST. DISK IS SET IN CONCRETE CYLINDER, 3 FA1360'INCHES BELOW THE GROUND. FA1360 FA1360 STATION RECOVERY (1985) FA1360 FA1360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1360'RECOVERED AS DESCRIBED. ALL THREE PINES HAVE BEEN CUT TO 4-FEET ABOVE FA1360'GROUND. TAGS ARE STILL INTACT. FA1360 FA1360 STATION RECOVERY (1996) FA1360 FA1360'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1360'RECOVERED IN GOOD CONDITION. FA1360 FA1360 STATION RECOVERY (2001) FA1360 FA1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FA1360'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF8194 *********************************************************************** AF8194 DESIGNATION - WATSON AF8194 PID - AF8194 AF8194 STATE/COUNTY- NC/RUTHERFORD AF8194 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8194 AF8194 *CURRENT SURVEY CONTROL AF8194 ___________________________________________________________________ AF8194* NAD 83(1986)- 35 20 10.27802(N) 081 57 38.50178(W) ADJUSTED AF8194* NAVD 88 - 283.6 (meters) 930. (feet) VERT ANG AF8194 ___________________________________________________________________ AF8194 LAPLACE CORR- -0.60 (seconds) DEFLEC99 AF8194 GEOID HEIGHT- -32.00 (meters) GEOID99 AF8194 AF8194 HORZ ORDER - SECOND AF8194 AF8194.The North Carolina/South Carolina HARNS have been completed but, AF8194.due to contractual restrictions, coordinates for these stations AF8194.will NOT be published in the near future. In the interim, the AF8194.published coordinates in North and South Carolina will not be AF8194.consistent with the Continuously Operating Reference Stations AF8194.(CORS). The HARN coordinates for these stations are available AF8194.upon request. Contact Gary Thompson(919-733-3836), or Lewis AF8194.Lapine(803-896-7700). AF8194. AF8194.In addition, the published North and South Carolina positions AF8194.(NAD 83 (1986)) are NOT consistent with those determined in AF8194.adjacent state readjustments. The discontinuity between stations AF8194.located in North or South Carolina and those in adjacent states AF8194.which have been adjusted to the HARN may be as much as 5 AF8194.decimeters. This will result in a significant loss of accuracy AF8194.over lines crossing such state borders. AF8194 AF8194 AF8194.The horizontal coordinates were established by classical geodetic methods AF8194.and adjusted by the National Geodetic Survey in June 1998. AF8194 AF8194.The orthometric height was determined by vertical angle observations. AF8194 AF8194.The Laplace correction was computed from DEFLEC99 derived deflections. AF8194 AF8194.The geoid height was determined by GEOID99. AF8194 AF8194; North East Units Scale Converg. AF8194;SPC NC - 179,969.029 340,508.795 MT 0.99987367 -1 42 31.8 AF8194;UTM 17 - 3,910,749.470 412,693.695 MT 0.99969393 -0 33 20.4 AF8194 AF8194 SUPERSEDED SURVEY CONTROL AF8194 AF8194.No superseded survey control is available for this station. AF8194 AF8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1269410749(NAD 83) AF8194_MARKER: DE = TRAVERSE STATION DISK AF8194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8194_STAMPING: WATSON 1985 AF8194_MARK LOGO: NCGS AF8194_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8194+STABILITY: SURFACE MOTION AF8194 AF8194 HISTORY - Date Condition Report By AF8194 HISTORY - 1985 MONUMENTED NCGS AF8194 HISTORY - 20010331 MARK NOT FOUND NGS AF8194 AF8194 STATION DESCRIPTION AF8194 AF8194'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8194'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH OF RUTHERFORDTON, AND AF8194'3.7 KM (2.30 MI) SOUTHWEST OF SPINDALE. ALONG US 221 FOR 3.4 KM (2.10 AF8194'MI) SOUTH OF THE US 74-US 221A INTERSECTION IN RUTHERFORDTON, OR 0.4 AF8194'KM (0.25 MI) NORTHWEST OF SR 1191, AT AN ASPHALT DRIVE. MARK IS AF8194'RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH US 221. LOCATED 4.39 M AF8194'(14.40 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US 221, 7.01 M (23.00 AF8194'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF ASPHALT DRIVE, 11.64 M (38.19 AF8194'FT) NORTHEAST OF 20-INCH WATER OAK, 24.69 M (81.00 FT) EAST-NORTHEAST AF8194'OF NORTHEAST CORNER OF BRICK HOUSE, AND 13.32 M (43.70 FT) SOUTHEAST AF8194'OF POWER SERVICE POLE WITH A REFERENCE TAG. AF8194 AF8194 STATION RECOVERY (2001) AF8194 AF8194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AF8194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.