1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7939 *********************************************************************** AF7939 DESIGNATION - 22 WDK AF7939 PID - AF7939 AF7939 STATE/COUNTY- NC/RUTHERFORD AF7939 USGS QUAD - FOREST CITY (1993) AF7939 AF7939 *CURRENT SURVEY CONTROL AF7939 ___________________________________________________________________ AF7939* NAD 83(1986)- 35 15 59.77991(N) 081 47 34.45947(W) ADJUSTED AF7939* NAVD 88 - 243.35 (meters) 798.4 (feet) LEVELING AF7939 ___________________________________________________________________ AF7939 LAPLACE CORR- 0.48 (seconds) DEFLEC99 AF7939 GEOID HEIGHT- -31.95 (meters) GEOID03 AF7939 AF7939 HORZ ORDER - SECOND AF7939 VERT ORDER - THIRD AF7939 AF7939.The North Carolina HARNS have been completed but, AF7939.due to contractual restrictions, coordinates for these stations AF7939.will NOT be published in the near future. In the interim, the AF7939.published coordinates in North Carolina will not be AF7939.consistent with the Continuously Operating Reference Stations AF7939.(CORS). The HARN coordinates for these stations are available AF7939.upon request. Contact Gary Thompson(919-733-3836). AF7939. AF7939.In addition, the published North Carolina positions AF7939.(NAD 83 (1986)) are NOT consistent with those determined in AF7939.adjacent state readjustments. The discontinuity between stations AF7939.located in North Carolina and those in adjacent states AF7939.which have been adjusted to the HARN may be as much as 5 AF7939.decimeters. This will result in a significant loss of accuracy AF7939.over lines crossing such state borders. AF7939 AF7939 AF7939.The horizontal coordinates were established by classical geodetic methods AF7939.and adjusted by the National Geodetic Survey in June 1998. AF7939 AF7939.The orthometric height was determined by differential leveling. AF7939.The vertical network tie was performed by a horz. field party for horz. AF7939.obs reductions. Reset procedures were used to establish the elevation. AF7939 AF7939.The Laplace correction was computed from DEFLEC99 derived deflections. AF7939 AF7939.The geoid height was determined by GEOID03. AF7939 AF7939; North East Units Scale Factor Converg. AF7939;SPC NC - 171,811.178 355,537.610 MT 0.99987263 -1 36 43.1 AF7939;SPC NC - 563,683.84 1,166,459.64 sFT 0.99987263 -1 36 43.1 AF7939;UTM 17 - 3,902,897.393 427,880.760 MT 0.99966410 -0 27 28.2 AF7939 AF7939! - Elev Factor x Scale Factor = Combined Factor AF7939!SPC NC - 0.99996682 x 0.99987263 = 0.99983945 AF7939!UTM 17 - 0.99996682 x 0.99966410 = 0.99963093 AF7939 AF7939 SUPERSEDED SURVEY CONTROL AF7939 AF7939.No superseded survey control is available for this station. AF7939 AF7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2788102897(NAD 83) AF7939_MARKER: DD = SURVEY DISK AF7939_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AF7939_SP_SET: SIDEWALK AF7939_STAMPING: 22 WDK 1963 799 AF7939_MARK LOGO: USGS AF7939_MAGNETIC: N = NO MAGNETIC MATERIAL AF7939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7939 AF7939 HISTORY - Date Condition Report By AF7939 HISTORY - 1963 MONUMENTED USGS AF7939 HISTORY - 19900530 GOOD NCGS AF7939 AF7939 STATION DESCRIPTION AF7939 AF7939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) AF7939'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF FOREST CITY, IN AF7939'HENRIETTA, AT THE POST OFFICE.$MARK IS ABOUT LEVEL WITH STREET AND AF7939'FLUSH WITH SIDEWALK. LOCATED 39.0 FT (11.9 M) EAST OF THE CENTERLINE AF7939'OF MAIN ST, AND 2.5 FT (0.8 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER AF7939'OF THE POST OFFICE BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8184 *********************************************************************** AF8184 DESIGNATION - 9 JS 22 AF8184 PID - AF8184 AF8184 STATE/COUNTY- NC/RUTHERFORD AF8184 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8184 AF8184 *CURRENT SURVEY CONTROL AF8184 ___________________________________________________________________ AF8184* NAD 83(1986)- 35 18 35.48711(N) 081 55 27.66211(W) ADJUSTED AF8184* NAVD 88 - 317.91 (meters) 1043.0 (feet) LEVELING AF8184 ___________________________________________________________________ AF8184 LAPLACE CORR- -0.62 (seconds) DEFLEC99 AF8184 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8184 AF8184 HORZ ORDER - SECOND AF8184 VERT ORDER - THIRD ? AF8184 AF8184.The North Carolina HARNS have been completed but, AF8184.due to contractual restrictions, coordinates for these stations AF8184.will NOT be published in the near future. In the interim, the AF8184.published coordinates in North Carolina will not be AF8184.consistent with the Continuously Operating Reference Stations AF8184.(CORS). The HARN coordinates for these stations are available AF8184.upon request. Contact Gary Thompson(919-733-3836). AF8184. AF8184.In addition, the published North Carolina positions AF8184.(NAD 83 (1986)) are NOT consistent with those determined in AF8184.adjacent state readjustments. The discontinuity between stations AF8184.located in North Carolina and those in adjacent states AF8184.which have been adjusted to the HARN may be as much as 5 AF8184.decimeters. This will result in a significant loss of accuracy AF8184.over lines crossing such state borders. AF8184 AF8184 AF8184.The horizontal coordinates were established by classical geodetic methods AF8184.and adjusted by the National Geodetic Survey in June 1998. AF8184 AF8184.The orthometric height was determined by differential leveling. AF8184.The vertical network tie was performed by a horz. field party for horz. AF8184.obs reductions. Reset procedures were used to establish the elevation. AF8184 AF8184.The Laplace correction was computed from DEFLEC99 derived deflections. AF8184 AF8184.The geoid height was determined by GEOID03. AF8184 AF8184; North East Units Scale Factor Converg. AF8184;SPC NC - 176,951.441 343,725.075 MT 0.99987310 -1 41 16.3 AF8184;SPC NC - 580,548.19 1,127,704.68 sFT 0.99987310 -1 41 16.3 AF8184;UTM 17 - 3,907,797.771 415,969.462 MT 0.99968702 -0 32 03.5 AF8184 AF8184! - Elev Factor x Scale Factor = Combined Factor AF8184!SPC NC - 0.99995512 x 0.99987310 = 0.99982822 AF8184!UTM 17 - 0.99995512 x 0.99968702 = 0.99964215 AF8184 AF8184: Primary Azimuth Mark Grid Az AF8184:SPC NC - ALEXANDER MILLS TANK 095 10 56.4 AF8184:UTM 17 - ALEXANDER MILLS TANK 094 01 43.6 AF8184 AF8184|---------------------------------------------------------------------| AF8184| PID Reference Object Distance Geod. Az | AF8184| dddmmss.s | AF8184| AF8297 ALEXANDER MILLS TANK 0932940.1 | AF8184|---------------------------------------------------------------------| AF8184 AF8184 SUPERSEDED SURVEY CONTROL AF8184 AF8184.No superseded survey control is available for this station. AF8184 AF8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1596907798(NAD 83) AF8184_MARKER: DE = TRAVERSE STATION DISK AF8184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8184_STAMPING: 9 JS 22 1961 AF8184_MARK LOGO: NCGS AF8184_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8184+STABILITY: SURFACE MOTION AF8184 AF8184 HISTORY - Date Condition Report By AF8184 HISTORY - 1961 MONUMENTED NCDOT AF8184 HISTORY - 19850101 GOOD NCGS AF8184 AF8184 STATION DESCRIPTION AF8184 AF8184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8184'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) WEST OF ALEXANDER MILLS, AND AF8184'7.1 KM (4.40 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 2.25 KM AF8184'(1.40 MI) NORTHWEST OF THE SR 2169 (US 221 TRUCK ROUTE, OAKLAND RD) AF8184'INTERSECTION, AT DANIELTOWN, AT SR 2171, SOUTHWEST OF THE AF8184'INTERSECTION. MARK IS FLUSH WITH GROUND AND IS 1-FOOT LOWER THAN US AF8184'221. LOCATED 8.08 M (26.51 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US AF8184'221, 2.44 M (8.01 FT) SOUTHWEST OF 14-INCH CONCRETE DRAIN PIPE, 11.28 AF8184'M (37.01 FT) NORTHWEST OF CENTER OF CONCRETE HEADWALL, 5.64 M (18.50 AF8184'FT) NORTH-NORTHWEST OF 36-INCH WHITE PINE, 11.03 M (36.19 FT) AF8184'SOUTH-SOUTHEAST OF PUBLIC SERVICE GAS LINE PIPE, AND 8.84 M (29.00 FT) AF8184'SOUTHWEST OF INTERSECTION OF US 221 AND SR 2171. BOWERS BROAD RIVER AF8184'FARM SILO IS VISIBLE AND THE GRID AZIMUTH IS--95-10-56.36--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1363 *********************************************************************** FA1363 DESIGNATION - 9 JS 24 FA1363 PID - FA1363 FA1363 STATE/COUNTY- NC/RUTHERFORD FA1363 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1363 FA1363 *CURRENT SURVEY CONTROL FA1363 ___________________________________________________________________ FA1363* NAD 83(1986)- 35 18 47.39625(N) 081 52 51.06042(W) ADJUSTED FA1363* NAVD 88 - 310.699 (meters) 1019.35 (feet) ADJUSTED FA1363 ___________________________________________________________________ FA1363 LAPLACE CORR- -0.50 (seconds) DEFLEC99 FA1363 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1363 DYNAMIC HT - 310.392 (meters) 1018.34 (feet) COMP FA1363 MODELED GRAV- 979,636.9 (mgal) NAVD 88 FA1363 FA1363 HORZ ORDER - SECOND FA1363 VERT ORDER - SECOND CLASS II FA1363 FA1363.The North Carolina HARNS have been completed but, FA1363.due to contractual restrictions, coordinates for these stations FA1363.will NOT be published in the near future. In the interim, the FA1363.published coordinates in North Carolina will not be FA1363.consistent with the Continuously Operating Reference Stations FA1363.(CORS). The HARN coordinates for these stations are available FA1363.upon request. Contact Gary Thompson(919-733-3836). FA1363. FA1363.In addition, the published North Carolina positions FA1363.(NAD 83 (1986)) are NOT consistent with those determined in FA1363.adjacent state readjustments. The discontinuity between stations FA1363.located in North Carolina and those in adjacent states FA1363.which have been adjusted to the HARN may be as much as 5 FA1363.decimeters. This will result in a significant loss of accuracy FA1363.over lines crossing such state borders. FA1363 FA1363 FA1363.The horizontal coordinates were established by classical geodetic methods FA1363.and adjusted by the National Geodetic Survey in June 1998. FA1363 FA1363.The orthometric height was determined by differential leveling FA1363.and adjusted by the National Geodetic Survey in June 1991. FA1363 FA1363.The Laplace correction was computed from DEFLEC99 derived deflections. FA1363 FA1363.The geoid height was determined by GEOID03. FA1363 FA1363.The dynamic height is computed by dividing the NAVD 88 FA1363.geopotential number by the normal gravity value computed on the FA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1363.degrees latitude (g = 980.6199 gals.). FA1363 FA1363.The modeled gravity was interpolated from observed gravity values. FA1363 FA1363; North East Units Scale Factor Converg. FA1363;SPC NC - 177,202.619 347,689.581 MT 0.99987316 -1 39 45.9 FA1363;SPC NC - 581,372.26 1,140,711.57 sFT 0.99987316 -1 39 45.9 FA1363;UTM 17 - 3,908,128.648 419,927.355 MT 0.99967901 -0 30 33.1 FA1363 FA1363! - Elev Factor x Scale Factor = Combined Factor FA1363!SPC NC - 0.99995625 x 0.99987316 = 0.99982942 FA1363!UTM 17 - 0.99995625 x 0.99967901 = 0.99963527 FA1363 FA1363 SUPERSEDED SURVEY CONTROL FA1363 FA1363 NAD 83(1986)- 35 18 47.39612(N) 081 52 51.05724(W) AD( ) 2 FA1363 NAD 27 - 35 18 46.93925(N) 081 52 51.69041(W) AD( ) 2 FA1363 NAVD 88 (06/09/98) 310.70 (m) 1019.4 (f) LEVELING 3 FA1363 NGVD 29 (??/??/92) 310.952 (m) 1020.18 (f) ADJ UNCH 2 2 FA1363 FA1363.Superseded values are not recommended for survey control. FA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1363.See file dsdata.txt to determine how the superseded data were derived. FA1363 FA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1992708129(NAD 83) FA1363_MARKER: DE = TRAVERSE STATION DISK FA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FA1363_STAMPING: 9 JS 24 1961 FA1363_MARK LOGO: NCSHC FA1363_PROJECTION: PROJECTING 3 CENTIMETERS FA1363_MAGNETIC: N = NO MAGNETIC MATERIAL FA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1363+STABILITY: SURFACE MOTION FA1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1363+SATELLITE: SATELLITE OBSERVATIONS - 1986 FA1363 FA1363 HISTORY - Date Condition Report By FA1363 HISTORY - 1961 MONUMENTED NCSHC FA1363 HISTORY - 1972 GOOD NCSHC FA1363 HISTORY - 19731101 GOOD NCGS FA1363 HISTORY - 19850101 GOOD NCGS FA1363 HISTORY - 1986 GOOD NGS FA1363 HISTORY - 19960524 MARK NOT FOUND USPSQD FA1363 HISTORY - 20041007 MARK NOT FOUND USPSQD FA1363 FA1363 STATION DESCRIPTION FA1363 FA1363'DESCRIBED BY NC STATE HWYS COMM 1972 (JWC) FA1363'9 JS 24 1961 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN FA1363'THE VICINITY OF ALEXANDER MILLS, NORTH CAROLINA. FA1363' FA1363'9 JS 24 1961 IS LOCATED APPROXIMATELY 1.8 MILES SW OF FOREST CITY, FA1363'AND 1.3 MILE WEST OF ALEXANDER MILLS. TO REACH STATION FROM FA1363'INTERSECTION OF US 74 BYPASS WITH SR 2213 (SCHOOL STREET), SW OF FA1363'FOREST CITY, PROCEED SSW ALONG SR 2213 FOR 0.3 MILE TO SR 2159, FA1363'THENCE SE ALONG SR 2159 FOR 0.25 MILE TO STATION ON THE RIGHT. 0.05 FA1363'MILE WEST OF INTERSECTION WITH SR 2238, AND APPROXIMATELY 10 FEET FA1363'ESE OF SOUTH PROJECTION OF EAST SIDE OF FRAME DWELLING ACROSS FA1363'ROAD. FA1363' FA1363'STATION MARK IS A STANDARD NCSHC MONUMENT SET IN THE TOP OF CONCRETE FA1363'POST, PROJECTING 1 INCH ABOVE THE GROUND. FA1363' FA1363'MARK IS FA1363'31.8 FEET SSW OF C/L OF SR 2159. FA1363'5.3 FEET E OF PP W/ALUMINUM REF. TAG. FA1363'62.6 FEET SW OF A TELEPHONE JUNCTION BOX NO. 4. FA1363 FA1363 STATION RECOVERY (1973) FA1363 FA1363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1363'1.3 MI WEST OF ALEXANDER MILLS. FA1363'STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF FOREST CITY. FA1363'TO REACH STATION FROM INTERSECTION OF US 74 BYPASS WITH SR 2213 FA1363'(SCHOOL STREET) SOUTHWEST OF FOREST CITY, PROCEED SOUTH-SOUTHWEST FA1363'ALONG SR 2213 FOR 0.3 MILE TO SR 2159, THENCE SOUTHEAST ALONG SR 2159 FA1363'FOR 0.25 MILE TO STATION ON THE RIGHT, 0.05 MILE WEST OF INTERSECTION FA1363'WITH SR 2238, AND APPROXIMATELY 10 FEET EAST-SOUTHEAST OF SOUTH FA1363'PROJECTION OF EAST SIDE OF FRAME DWELLING ACROSS ROAD. 31.8 FEET FA1363'SOUTH-SOUTHWEST OF CENTERLINE OF SR 2159, 5.3 FEET EAST OF POWER POLE FA1363'WITH ALUMINUM REFERENCE TAG, AND 62.6 FEET SOUTHWEST OF TELEPHONE FA1363'JUNCTION BOX NUMBER 4. STATION MARK IS A STANDARD NCSHC MONUMENT SET FA1363'IN THE TOP OF CONCRETE POST, PROJECTING 1 INCH ABOVE THE GROUND. FA1363 FA1363 STATION RECOVERY (1985) FA1363 FA1363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1363'RECOVERED AS DESCRIBED. FA1363 FA1363 STATION RECOVERY (1986) FA1363 FA1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) FA1363'THE STATION WAS RECOVERED AT THIS DATE, FA1363'IN GOOD CONDITION. FA1363' FA1363'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) FA1363'SOUTHWEST OF ELLENBORO, FA1363'9.9 KM (6.15 MI) SOUTHEAST OF SPINDALE AND FA1363'3.2 KM (2.0 MI) SOUTH OF FOREST CITY. FA1363'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. FA1363' FA1363'TO REACH THE STATION FROM THE U.S. HIGHWAY 221A BRIDGE OVER U.S. FA1363'HIGHWAY 74 BYPASS WHICH IS SOUTH OF FOREST CITY, GO FA1363'WEST FOR 2.3 KM (1.45 MI) ON HIGHWAY 74 TO A TRAFFIC LIGHT AT THE FA1363'JUNCTION OF SR 2213 (SCHOOL STREET WITH KENTUCKY FRIED CHICKEN FA1363'RESTAURANT ON THE LEFT). FA1363'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON SR 2213 TO A SIDE FA1363'ROAD LEFT. FA1363'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON SR 2159 TO THE STATION FA1363'ON THE RIGHT. FA1363' FA1363'THE STATION IS A STANDARD NCHC DISK FA1363'STAMPED---9.JS.24 1019.930 1961---, FA1363'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FA1363'13 CM ON SIDE PROJECTING 5 CM ABOVE GROUND. LOCATED FA1363'19.08 METERS (62.6 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX, FA1363'9.69 METERS (31.8 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER FA1363'OF SR 2159 AND FA1363'1.62 METERS (5.3 FT) EAST FROM A UTILITY POLE WITH AN ALUMINUM FA1363'REFERENCE TAG. FA1363' FA1363'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, FA1363'MARCH 1986. FA1363' FA1363'THIS STATION SUITABLE FOR GPS SURVEYS. FA1363' FA1363'DESCRIBED BY D.F. CALLAHAN. FA1363 FA1363 STATION RECOVERY (1996) FA1363 FA1363'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1363'MARK NOT FOUND. FA1363 FA1363 STATION RECOVERY (2004) FA1363 FA1363'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1363'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3329 *********************************************************************** FA3329 DESIGNATION - 9 JS 28 FA3329 PID - FA3329 FA3329 STATE/COUNTY- NC/RUTHERFORD FA3329 USGS QUAD - FOREST CITY (1993) FA3329 FA3329 *CURRENT SURVEY CONTROL FA3329 ___________________________________________________________________ FA3329* NAD 83(1986)- 35 19 10.25428(N) 081 48 24.03237(W) ADJUSTED FA3329* NAVD 88 - 273.69 (+/-2cm) 897.9 (feet) VERTCON FA3329 ___________________________________________________________________ FA3329 LAPLACE CORR- 0.39 (seconds) DEFLEC99 FA3329 GEOID HEIGHT- -31.96 (meters) GEOID03 FA3329 FA3329 HORZ ORDER - SECOND FA3329 VERT ORDER - THIRD ? (See Below) FA3329 FA3329.The North Carolina HARNS have been completed but, FA3329.due to contractual restrictions, coordinates for these stations FA3329.will NOT be published in the near future. In the interim, the FA3329.published coordinates in North Carolina will not be FA3329.consistent with the Continuously Operating Reference Stations FA3329.(CORS). The HARN coordinates for these stations are available FA3329.upon request. Contact Gary Thompson(919-733-3836). FA3329. FA3329.In addition, the published North Carolina positions FA3329.(NAD 83 (1986)) are NOT consistent with those determined in FA3329.adjacent state readjustments. The discontinuity between stations FA3329.located in North Carolina and those in adjacent states FA3329.which have been adjusted to the HARN may be as much as 5 FA3329.decimeters. This will result in a significant loss of accuracy FA3329.over lines crossing such state borders. FA3329 FA3329 FA3329.The horizontal coordinates were established by classical geodetic methods FA3329.and adjusted by the National Geodetic Survey in July 1986. FA3329 FA3329.The NAVD 88 height was computed by applying the VERTCON shift value to FA3329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3329.The vertical order pertains to the NGVD 29 superseded value. FA3329 FA3329.The Laplace correction was computed from DEFLEC99 derived deflections. FA3329 FA3329.The geoid height was determined by GEOID03. FA3329 FA3329; North East Units Scale Factor Converg. FA3329;SPC NC - 177,713.516 354,451.221 MT 0.99987329 -1 37 11.7 FA3329;SPC NC - 583,048.43 1,162,895.38 sFT 0.99987329 -1 37 11.7 FA3329;UTM 17 - 3,908,775.435 426,675.985 MT 0.99966626 -0 27 59.0 FA3329 FA3329! - Elev Factor x Scale Factor = Combined Factor FA3329!SPC NC - 0.99996206 x 0.99987329 = 0.99983535 FA3329!UTM 17 - 0.99996206 x 0.99966626 = 0.99962833 FA3329 FA3329: Primary Azimuth Mark Grid Az FA3329:SPC NC - BURL 261 36 49.9 FA3329:UTM 17 - BURL 260 27 37.2 FA3329 FA3329|---------------------------------------------------------------------| FA3329| PID Reference Object Distance Geod. Az | FA3329| dddmmss.s | FA3329| FA1373 BURL APPROX. 2.1 KM 2595938.2 | FA3329|---------------------------------------------------------------------| FA3329 FA3329 SUPERSEDED SURVEY CONTROL FA3329 FA3329 NAD 27 - 35 19 09.80829(N) 081 48 24.67465(W) AD( ) 2 FA3329 NGVD 29 (07/19/86) 273.93 (m) 898.7 (f) LEVELING 3 FA3329 FA3329.Superseded values are not recommended for survey control. FA3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3329.See file dsdata.txt to determine how the superseded data were derived. FA3329 FA3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2667608775(NAD 83) FA3329_MARKER: DD = SURVEY DISK FA3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3329_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3329_STAMPING: 9 JS 28 1961 FA3329_MARK LOGO: NCSHC FA3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3329+STABILITY: SURFACE MOTION FA3329 FA3329 HISTORY - Date Condition Report By FA3329 HISTORY - 1972 MONUMENTED NCSHC FA3329 HISTORY - 19960524 GOOD USPSQD FA3329 FA3329 STATION DESCRIPTION FA3329 FA3329'DESCRIBED BY NC STATE HWYS COMM 1972 (JWC) FA3329'9 JS 28 IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION IN THE FA3329'VICINITY OF ELLENBORO, NORTH CAROLINA. FA3329' FA3329'9 JS 28 IS LOCATED APPROXIMATELY 2.8 MILES WEST OF ELLENBORO AND 3.3 FA3329'MILES ESE OF FOREST CITY. TO REACH STATION FROM INTERSECTION OF US FA3329'74 (BUSINESS) AND SR 1913 (OAK GROVE ROAD), PROCEED SOUTH ALONG SR FA3329'1913 FOR 1.5 MILES TO SR 1910 SOUTH AND STATION IN SOUTHEAST FA3329'QUADRANT OF INTERSECTION, IN WEST CORNER OF A YARD, AND 1.0 MILE FA3329'WEST ALONG SR 1913 FROM OAK GROVE METHODIST CHURCH. FA3329' FA3329'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION DISK, FA3329'STAMPED---9 JS 28 1961---SET IN THE TOP OF A CONCRETE CYLINDER, FA3329'THE TOP OF WHICH IS 1 INCH ABOVE THE GROUND. FA3329' FA3329'MARK IS FA3329'19.0 FEET WSW OF C/L OF SR 1913. FA3329'30.0 FEET ESE OF C/L OF SR 1910. FA3329 FA3329 STATION RECOVERY (1996) FA3329 FA3329'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3329'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.95 (meters) GEOID03 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 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 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). FA1359. FA1359.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1359;SPC NC - 180,229.208 345,705.901 MT 0.99987377 -1 40 33.2 FA1359;SPC NC - 591,301.99 1,134,203.44 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1359!SPC NC - 0.99995589 x 0.99987377 = 0.99982966 FA1359!UTM 17 - 0.99995589 x 0.99968310 = 0.99963900 FA1359 FA1359: Primary Azimuth Mark Grid Az FA1359:SPC NC - PROCTOR 198 38 48.9 FA1359:UTM 17 - PROCTOR 197 29 37.5 FA1359 FA1359|---------------------------------------------------------------------| FA1359| PID Reference Object Distance Geod. Az | FA1359| dddmmss.s | FA1359| FA3332 PROCTOR 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 NAVD 88 (06/09/98) 313.00 (m) 1026.9 (f) LEVELING 3 FA1359 NGVD 29 (??/??/92) 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_SP_SET: 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 HISTORY - 20041007 MARK NOT FOUND USPSQD 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. FA1359 FA1359 STATION RECOVERY (2004) FA1359 FA1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1359'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.89 (meters) GEOID03 FA3342 FA3342 HORZ ORDER - SECOND FA3342 FA3342.The North 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 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). FA3342. FA3342.In addition, the published North 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 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 GEOID03. FA3342 FA3342; North East Units Scale Factor Converg. FA3342;SPC NC - 188,016.818 339,928.921 MT 0.99987632 -1 42 50.5 FA3342;SPC NC - 616,851.84 1,115,250.13 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA3342!SPC NC - 0.99995308 x 0.99987632 = 0.99982940 FA3342!UTM 17 - 0.99995308 x 0.99969554 = 0.99964863 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 (07/19/86) 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_SP_SET: 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 = OCTOBER 5, 2005 AF8186 *********************************************************************** AF8186 DESIGNATION - ALEXANDER AF8186 PID - AF8186 AF8186 STATE/COUNTY- NC/RUTHERFORD AF8186 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8186 AF8186 *CURRENT SURVEY CONTROL AF8186 ___________________________________________________________________ AF8186* NAD 83(1986)- 35 19 27.45656(N) 081 56 11.90261(W) ADJUSTED AF8186* NAVD 88 - 322.7 (meters) 1059. (feet) VERT ANG AF8186 ___________________________________________________________________ AF8186 LAPLACE CORR- -0.44 (seconds) DEFLEC99 AF8186 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8186 AF8186 HORZ ORDER - SECOND AF8186 AF8186.The North Carolina HARNS have been completed but, AF8186.due to contractual restrictions, coordinates for these stations AF8186.will NOT be published in the near future. In the interim, the AF8186.published coordinates in North Carolina will not be AF8186.consistent with the Continuously Operating Reference Stations AF8186.(CORS). The HARN coordinates for these stations are available AF8186.upon request. Contact Gary Thompson(919-733-3836). AF8186. AF8186.In addition, the published North Carolina positions AF8186.(NAD 83 (1986)) are NOT consistent with those determined in AF8186.adjacent state readjustments. The discontinuity between stations AF8186.located in North Carolina and those in adjacent states AF8186.which have been adjusted to the HARN may be as much as 5 AF8186.decimeters. This will result in a significant loss of accuracy AF8186.over lines crossing such state borders. AF8186 AF8186 AF8186.The horizontal coordinates were established by classical geodetic methods AF8186.and adjusted by the National Geodetic Survey in June 1998. AF8186 AF8186.The orthometric height was determined by vertical angle observations. AF8186 AF8186.The Laplace correction was computed from DEFLEC99 derived deflections. AF8186 AF8186.The geoid height was determined by GEOID03. AF8186 AF8186; North East Units Scale Factor Converg. AF8186;SPC NC - 178,585.137 342,655.473 MT 0.99987339 -1 41 41.8 AF8186;SPC NC - 585,908.07 1,124,195.50 sFT 0.99987339 -1 41 41.8 AF8186;UTM 17 - 3,909,409.308 414,867.395 MT 0.99968932 -0 32 29.8 AF8186 AF8186! - Elev Factor x Scale Factor = Combined Factor AF8186!SPC NC - 0.99995436 x 0.99987339 = 0.99982775 AF8186!UTM 17 - 0.99995436 x 0.99968932 = 0.99964369 AF8186 AF8186 SUPERSEDED SURVEY CONTROL AF8186 AF8186.No superseded survey control is available for this station. AF8186 AF8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1486709409(NAD 83) AF8186_MARKER: DE = TRAVERSE STATION DISK AF8186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8186_STAMPING: ALEXANDER 1985 AF8186_MARK LOGO: NCGS AF8186_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8186+STABILITY: SURFACE MOTION AF8186 AF8186 HISTORY - Date Condition Report By AF8186 HISTORY - 1985 MONUMENTED NCGS AF8186 AF8186 STATION DESCRIPTION AF8186 AF8186'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8186'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH OF SPINDALE, AND 5.1 AF8186'KM (3.15 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 6.0 KM (3.70 AF8186'MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION IN AF8186'RUTHERFORDTON, OR 0.15 KM (0.10 MI) NORTHWEST OF SR 2194, AT THE SOUTH AF8186'END OF CHAIN LINK FENCE. MARK IS FLUSH WITH GROUND AND LEVEL WITH US AF8186'221. LOCATED 7.16 M (23.49 FT) NORTH-NORTHEAST OF THE CENTERLINE OF US AF8186'221, 3.47 M (11.38 FT) EAST-SOUTHEAST OF THE CENTERLINE OF CONCRETE AF8186'DRIVE, 1.34 M (4.40 FT) NORTH-NORTHEAST OF 12-INCH CONCRETE DRAIN AF8186'PIPE, 1.80 M (5.91 FT) WEST-NORTHWEST OF CHAIN LINK FENCE POST, 12.34 AF8186'M (40.49 FT) SOUTHEAST OF 10-INCH CRAB APPLE, AND 21.70 M (71.19 FT) AF8186'SOUTH OF SOUTHEAST CORNER OF BRICK AND FRAME HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8251 *********************************************************************** AF8251 DESIGNATION - ALPHA AF8251 PID - AF8251 AF8251 STATE/COUNTY- NC/RUTHERFORD AF8251 USGS QUAD - DYSARTSVILLE (1993) AF8251 AF8251 *CURRENT SURVEY CONTROL AF8251 ___________________________________________________________________ AF8251* NAD 83(1986)- 35 30 06.24371(N) 081 51 42.51099(W) ADJUSTED AF8251* NAVD 88 - 310.1 (meters) 1017. (feet) VERT ANG AF8251 ___________________________________________________________________ AF8251 LAPLACE CORR- -0.11 (seconds) DEFLEC99 AF8251 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8251 AF8251 HORZ ORDER - SECOND AF8251 AF8251.The North Carolina HARNS have been completed but, AF8251.due to contractual restrictions, coordinates for these stations AF8251.will NOT be published in the near future. In the interim, the AF8251.published coordinates in North Carolina will not be AF8251.consistent with the Continuously Operating Reference Stations AF8251.(CORS). The HARN coordinates for these stations are available AF8251.upon request. Contact Gary Thompson(919-733-3836). AF8251. AF8251.In addition, the published North Carolina positions AF8251.(NAD 83 (1986)) are NOT consistent with those determined in AF8251.adjacent state readjustments. The discontinuity between stations AF8251.located in North Carolina and those in adjacent states AF8251.which have been adjusted to the HARN may be as much as 5 AF8251.decimeters. This will result in a significant loss of accuracy AF8251.over lines crossing such state borders. AF8251 AF8251 AF8251.The horizontal coordinates were established by classical geodetic methods AF8251.and adjusted by the National Geodetic Survey in June 1998. AF8251 AF8251.The orthometric height was determined by vertical angle observations. AF8251 AF8251.The Laplace correction was computed from DEFLEC99 derived deflections. AF8251 AF8251.The geoid height was determined by GEOID03. AF8251 AF8251; North East Units Scale Factor Converg. AF8251;SPC NC - 198,062.610 350,023.225 MT 0.99988208 -1 39 06.3 AF8251;SPC NC - 649,810.41 1,148,367.86 sFT 0.99988208 -1 39 06.3 AF8251;UTM 17 - 3,929,027.181 421,840.618 MT 0.99967528 -0 30 01.8 AF8251 AF8251! - Elev Factor x Scale Factor = Combined Factor AF8251!SPC NC - 0.99995633 x 0.99988208 = 0.99983842 AF8251!UTM 17 - 0.99995633 x 0.99967528 = 0.99963163 AF8251 AF8251 SUPERSEDED SURVEY CONTROL AF8251 AF8251.No superseded survey control is available for this station. AF8251 AF8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2184129027(NAD 83) AF8251_MARKER: DE = TRAVERSE STATION DISK AF8251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8251_STAMPING: ALPHA 1983 AF8251_MARK LOGO: NCGS AF8251_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8251+STABILITY: SURFACE MOTION AF8251 AF8251 HISTORY - Date Condition Report By AF8251 HISTORY - 1983 MONUMENTED NCGS AF8251 AF8251 STATION DESCRIPTION AF8251 AF8251'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8251'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTH-NORTHWEST OF LANES AF8251'STORE AND 17.4 KM (10.80 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 AF8251'FOR 11.3 KM (7.00 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR AF8251'0.5 KM (0.30 MI) SOUTHWEST OF SR 1701, IN WEST SHOULDER. MARK IS AF8251'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH US 64. LOCATED 5.12 M AF8251'(16.80 FT) NORTH-NORTHWEST OF THE CENTERLINE OF US 64, 3.90 M (12.80 AF8251'FT) EAST OF MAIL BOX POST, 8.96 M (29.40 FT) SOUTH OF 12-INCH PINE, AF8251'AND 5.94 M (19.49 FT) EAST-SOUTHEAST OF TELEPHONE POLE AT PEDESTAL AF8251'WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8239 *********************************************************************** AF8239 DESIGNATION - ARABIAN AF8239 PID - AF8239 AF8239 STATE/COUNTY- NC/RUTHERFORD AF8239 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8239 AF8239 *CURRENT SURVEY CONTROL AF8239 ___________________________________________________________________ AF8239* NAD 83(1986)- 35 26 35.70168(N) 081 53 27.02077(W) ADJUSTED AF8239* NAVD 88 - 303.9 (meters) 997. (feet) VERT ANG AF8239 ___________________________________________________________________ AF8239 LAPLACE CORR- -0.61 (seconds) DEFLEC99 AF8239 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8239 AF8239 HORZ ORDER - SECOND AF8239 AF8239.The North Carolina HARNS have been completed but, AF8239.due to contractual restrictions, coordinates for these stations AF8239.will NOT be published in the near future. In the interim, the AF8239.published coordinates in North Carolina will not be AF8239.consistent with the Continuously Operating Reference Stations AF8239.(CORS). The HARN coordinates for these stations are available AF8239.upon request. Contact Gary Thompson(919-733-3836). AF8239. AF8239.In addition, the published North Carolina positions AF8239.(NAD 83 (1986)) are NOT consistent with those determined in AF8239.adjacent state readjustments. The discontinuity between stations AF8239.located in North Carolina and those in adjacent states AF8239.which have been adjusted to the HARN may be as much as 5 AF8239.decimeters. This will result in a significant loss of accuracy AF8239.over lines crossing such state borders. AF8239 AF8239 AF8239.The horizontal coordinates were established by classical geodetic methods AF8239.and adjusted by the National Geodetic Survey in June 1998. AF8239 AF8239.The orthometric height was determined by vertical angle observations. AF8239 AF8239.The Laplace correction was computed from DEFLEC99 derived deflections. AF8239 AF8239.The geoid height was determined by GEOID03. AF8239 AF8239; North East Units Scale Factor Converg. AF8239;SPC NC - 191,653.690 347,201.870 MT 0.99987816 -1 40 06.6 AF8239;SPC NC - 628,783.81 1,139,111.47 sFT 0.99987816 -1 40 06.6 AF8239;UTM 17 - 3,922,564.161 419,149.178 MT 0.99968055 -0 30 59.8 AF8239 AF8239! - Elev Factor x Scale Factor = Combined Factor AF8239!SPC NC - 0.99995731 x 0.99987816 = 0.99983547 AF8239!UTM 17 - 0.99995731 x 0.99968055 = 0.99963787 AF8239 AF8239 SUPERSEDED SURVEY CONTROL AF8239 AF8239.No superseded survey control is available for this station. AF8239 AF8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1914922564(NAD 83) AF8239_MARKER: DE = TRAVERSE STATION DISK AF8239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8239_STAMPING: ARABIAN 1983 AF8239_MARK LOGO: NCGS AF8239_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8239+STABILITY: SURFACE MOTION AF8239 AF8239 HISTORY - Date Condition Report By AF8239 HISTORY - 1983 MONUMENTED NCGS AF8239 AF8239 STATION DESCRIPTION AF8239 AF8239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8239'STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH-SOUTHWEST OF AF8239'WESTMINSTER AND 10.5 KM (6.50 MI) NORTHEAST OF RUTHERFORDTON. ALONG AF8239'US 64 FOR 3.94 KM (2.45 MI) NORTH-NORTHEAST OF THE SR 1510 AF8239'INTERSECTION AT MT. VERNON, OR 0.4 KM (0.25 MI) NORTH OF SR 1558, IN AF8239'EAST SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND AND IS LEVEL AF8239'WITH US 64. LOCATED 4.57 M (14.99 FT) EAST OF THE CENTERLINE OF US AF8239'64, 27.74 M (91.01 FT) SOUTH OF THE CENTERLINE OF GRAVEL DRIVE--AND AF8239'22.71 M (74.51 FT) SOUTH-SOUTHWEST OF TELEPHONE POLE, 19.60 M (64.30 AF8239'FT) SOUTHEAST OF POWER POLE WITH TRANSFORMER, 5.27 M (17.29 FT) AF8239'WEST-SOUTHWEST OF FENCE POST--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2799 *********************************************************************** FB2799 DESIGNATION - AUGUST HILL LOOKOUT TOWER FB2799 PID - FB2799 FB2799 STATE/COUNTY- NC/RUTHERFORD FB2799 USGS QUAD - FINGERVILLE WEST (1983) FB2799 FB2799 *CURRENT SURVEY CONTROL FB2799 ___________________________________________________________________ FB2799* NAD 83(1986)- 35 08 23.35717(N) 082 04 58.06625(W) ADJUSTED FB2799* NAVD 88 - FB2799 ___________________________________________________________________ FB2799 LAPLACE CORR- -1.48 (seconds) DEFLEC99 FB2799 GEOID HEIGHT- -31.80 (meters) GEOID03 FB2799 FB2799 HORZ ORDER - THIRD FB2799 FB2799.The North Carolina HARNS have been completed but, FB2799.due to contractual restrictions, coordinates for these stations FB2799.will NOT be published in the near future. In the interim, the FB2799.published coordinates in North Carolina will not be FB2799.consistent with the Continuously Operating Reference Stations FB2799.(CORS). The HARN coordinates for these stations are available FB2799.upon request. Contact Gary Thompson(919-733-3836). FB2799. FB2799.In addition, the published North Carolina positions FB2799.(NAD 83 (1986)) are NOT consistent with those determined in FB2799.adjacent state readjustments. The discontinuity between stations FB2799.located in North Carolina and those in adjacent states FB2799.which have been adjusted to the HARN may be as much as 5 FB2799.decimeters. This will result in a significant loss of accuracy FB2799.over lines crossing such state borders. FB2799 FB2799 FB2799.The horizontal coordinates were established by classical geodetic methods FB2799.and adjusted by the National Geodetic Survey in July 1986. FB2799 FB2799 FB2799.The Laplace correction was computed from DEFLEC99 derived deflections. FB2799 FB2799.The geoid height was determined by GEOID03. FB2799 FB2799; North East Units Scale Factor Converg. FB2799;SPC NC - 158,534.186 328,738.364 MT 0.99987449 -1 46 45.5 FB2799;SPC NC - 520,124.24 1,078,535.78 sFT 0.99987449 -1 46 45.5 FB2799;UTM 17 - 3,889,085.423 401,359.429 MT 0.99971991 -0 37 23.8 FB2799 FB2799 SUPERSEDED SURVEY CONTROL FB2799 FB2799 NAD 27 - 35 08 22.94400(N) 082 04 58.65300(W) AD( ) 3 FB2799 FB2799.Superseded values are not recommended for survey control. FB2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2799.See file dsdata.txt to determine how the superseded data were derived. FB2799 FB2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0135989085(NAD 83) FB2799_MARKER: 55 = TOWER FB2799 FB2799 HISTORY - Date Condition Report By FB2799 HISTORY - 1957 FIRST OBSERVED CGS FB2799 HISTORY - 1982 GOOD NGS FB2799 HISTORY - 19830101 GOOD NCGS FB2799 FB2799 STATION DESCRIPTION FB2799 FB2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC) FB2799'STATION IS LOCATED ON THE HIGHEST PART OF A LOW ROUND TOPPED HILL FB2799'ABOUT 6.0 MILES EAST SOUTHEAST OF LANDRUM, 2.0 MILES WEST SOUTHWEST FB2799'OF NEW PROSPECT AND 4.5 MILES EAST NORTHEAST OF CAMPOBELLO. FB2799' FB2799'STATION IS A 10 FOOT CABIN SUPPORTED BY FOUR STRUCTURAL STEEL LEGS FB2799'AND IS ABOUT 100 FEET IN HEIGHT. THE APEX OF THE CABIN WAS FB2799'INTERSECTED. FB2799 FB2799 STATION RECOVERY (1982) FB2799 FB2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN) FB2799'THE STATION, AUGUST HILL LOOKOUT TOWER WAS RECOVERED AS FB2799'DESCRIBED IN 1957. FB2799' FB2799'THE STATION, AUGUST HILL LOOKOUT TOWER, IS THE TOP FB2799'CENTER OF THE UNPAINTED, STANDARD CONFIGURATION FB2799'LOOKOUT TOWER. FB2799' FB2799'THE STATION IS LOCATED ABOUT FB2799'9.7 KM (6 MI) EAST SOUTHEAST OF LANDRUM, FB2799'7.2 KM (4.5 MI) EAST-NORTHEAST OF CAMPOBELLA, FB2799'3.2 KM (2 MI) WEST-SOUTHWEST OF NEW PROSPECT, FB2799'ON A LOW ROUND TOP HILL. FB2799'OWNERSHIP--SOUTH CAROLINA STATE COMMISSION OF FB2799'FORESTRY, JOHN M SHIRER-ASSIST STATE FORESTER, FB2799'PO BOX 21707, COLUMBIA SC 29221. FB2799 FB2799 STATION RECOVERY (1983) FB2799 FB2799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FB2799'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.94 (meters) GEOID03 AF8193 AF8193 HORZ ORDER - SECOND AF8193 AF8193.The North 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 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). AF8193. AF8193.In addition, the published North 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 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 GEOID03. AF8193 AF8193; North East Units Scale Factor Converg. AF8193;SPC NC - 179,278.068 340,907.310 MT 0.99987352 -1 42 22.2 AF8193;SPC NC - 588,181.46 1,118,460.07 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8193!SPC NC - 0.99995613 x 0.99987352 = 0.99982966 AF8193!UTM 17 - 0.99995613 x 0.99969305 = 0.99964920 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 HISTORY - 20041007 MARK NOT FOUND USPSQD 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. AF8193 AF8193 STATION RECOVERY (2004) AF8193 AF8193'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) AF8193'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8252 *********************************************************************** AF8252 DESIGNATION - BANDIT AF8252 PID - AF8252 AF8252 STATE/COUNTY- NC/RUTHERFORD AF8252 USGS QUAD - DYSARTSVILLE (1993) AF8252 AF8252 *CURRENT SURVEY CONTROL AF8252 ___________________________________________________________________ AF8252* NAD 83(1986)- 35 30 09.21143(N) 081 51 30.75566(W) ADJUSTED AF8252* NAVD 88 - 291.6 (meters) 957. (feet) VERT ANG AF8252 ___________________________________________________________________ AF8252 LAPLACE CORR- 0.08 (seconds) DEFLEC99 AF8252 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8252 AF8252 HORZ ORDER - SECOND AF8252 AF8252.The North Carolina HARNS have been completed but, AF8252.due to contractual restrictions, coordinates for these stations AF8252.will NOT be published in the near future. In the interim, the AF8252.published coordinates in North Carolina will not be AF8252.consistent with the Continuously Operating Reference Stations AF8252.(CORS). The HARN coordinates for these stations are available AF8252.upon request. Contact Gary Thompson(919-733-3836). AF8252. AF8252.In addition, the published North Carolina positions AF8252.(NAD 83 (1986)) are NOT consistent with those determined in AF8252.adjacent state readjustments. The discontinuity between stations AF8252.located in North Carolina and those in adjacent states AF8252.which have been adjusted to the HARN may be as much as 5 AF8252.decimeters. This will result in a significant loss of accuracy AF8252.over lines crossing such state borders. AF8252 AF8252 AF8252.The horizontal coordinates were established by classical geodetic methods AF8252.and adjusted by the National Geodetic Survey in June 1998. AF8252 AF8252.The orthometric height was determined by vertical angle observations. AF8252 AF8252.The Laplace correction was computed from DEFLEC99 derived deflections. AF8252 AF8252.The geoid height was determined by GEOID03. AF8252 AF8252; North East Units Scale Factor Converg. AF8252;SPC NC - 198,145.491 350,321.959 MT 0.99988214 -1 38 59.5 AF8252;SPC NC - 650,082.33 1,149,347.96 sFT 0.99988214 -1 38 59.5 AF8252;UTM 17 - 3,929,116.029 422,137.565 MT 0.99967471 -0 29 55.0 AF8252 AF8252! - Elev Factor x Scale Factor = Combined Factor AF8252!SPC NC - 0.99995924 x 0.99988214 = 0.99984139 AF8252!UTM 17 - 0.99995924 x 0.99967471 = 0.99963397 AF8252 AF8252 SUPERSEDED SURVEY CONTROL AF8252 AF8252.No superseded survey control is available for this station. AF8252 AF8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2213829116(NAD 83) AF8252_MARKER: DE = TRAVERSE STATION DISK AF8252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8252_STAMPING: BANDIT 1983 AF8252_MARK LOGO: NCGS AF8252_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8252+STABILITY: SURFACE MOTION AF8252 AF8252 HISTORY - Date Condition Report By AF8252 HISTORY - 1983 MONUMENTED NCGS AF8252 AF8252 STATION DESCRIPTION AF8252 AF8252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8252'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTH OF LANES STORE AND AF8252'17.5 KM (10.85 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 11.6 AF8252'KM (7.20 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.2 KM AF8252'(0.10 MI) SOUTHWEST OF SR 1701, IN EAST SHOULDER. MARK IS RECESSED 4 AF8252'INCHES BELOW GROUND AND LEVEL WITH US 64. LOCATED 5.49 M (18.01 FT) AF8252'SOUTH-SOUTHEAST OF THE CENTERLINE OF US 64, 35.36 M (116.01 FT) AF8252'WEST-SOUTHWEST OF TRAFFIC SIGN POST--AND 4.57 M (14.99 FT) AF8252'NORTH-NORTHWEST OF FENCE POST, 8.11 M (26.61 FT) NORTH-NORTHWEST OF AF8252'18-INCH BLACK WALNUT--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3350 *********************************************************************** FA3350 DESIGNATION - BAYNARD FA3350 PID - FA3350 FA3350 STATE/COUNTY- NC/RUTHERFORD FA3350 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3350 FA3350 *CURRENT SURVEY CONTROL FA3350 ___________________________________________________________________ FA3350* NAD 83(1986)- 35 28 44.98051(N) 081 58 52.50782(W) ADJUSTED FA3350* NAVD 88 - 353.911 (meters) 1161.12 (feet) ADJUSTED FA3350 ___________________________________________________________________ FA3350 LAPLACE CORR- -2.07 (seconds) DEFLEC99 FA3350 GEOID HEIGHT- -31.81 (meters) GEOID03 FA3350 DYNAMIC HT - 353.561 (meters) 1159.97 (feet) COMP FA3350 MODELED GRAV- 979,633.6 (mgal) NAVD 88 FA3350 FA3350 HORZ ORDER - SECOND FA3350 VERT ORDER - SECOND CLASS II FA3350 FA3350.The North Carolina HARNS have been completed but, FA3350.due to contractual restrictions, coordinates for these stations FA3350.will NOT be published in the near future. In the interim, the FA3350.published coordinates in North Carolina will not be FA3350.consistent with the Continuously Operating Reference Stations FA3350.(CORS). The HARN coordinates for these stations are available FA3350.upon request. Contact Gary Thompson(919-733-3836). FA3350. FA3350.In addition, the published North Carolina positions FA3350.(NAD 83 (1986)) are NOT consistent with those determined in FA3350.adjacent state readjustments. The discontinuity between stations FA3350.located in North Carolina and those in adjacent states FA3350.which have been adjusted to the HARN may be as much as 5 FA3350.decimeters. This will result in a significant loss of accuracy FA3350.over lines crossing such state borders. FA3350 FA3350 FA3350.The horizontal coordinates were established by classical geodetic methods FA3350.and adjusted by the National Geodetic Survey in June 1998. FA3350 FA3350.The orthometric height was determined by differential leveling FA3350.and adjusted by the National Geodetic Survey in May 1998. FA3350 FA3350.The Laplace correction was computed from DEFLEC99 derived deflections. FA3350 FA3350.The geoid height was determined by GEOID03. FA3350 FA3350.The dynamic height is computed by dividing the NAVD 88 FA3350.geopotential number by the normal gravity value computed on the FA3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3350.degrees latitude (g = 980.6199 gals.). FA3350 FA3350.The modeled gravity was interpolated from observed gravity values. FA3350 FA3350; North East Units Scale Factor Converg. FA3350;SPC NC - 195,878.404 339,117.193 MT 0.99988044 -1 43 14.5 FA3350;SPC NC - 642,644.40 1,112,586.99 sFT 0.99988044 -1 43 14.5 FA3350;UTM 17 - 3,926,624.776 410,982.788 MT 0.99969765 -0 34 10.4 FA3350 FA3350! - Elev Factor x Scale Factor = Combined Factor FA3350!SPC NC - 0.99994945 x 0.99988044 = 0.99982989 FA3350!UTM 17 - 0.99994945 x 0.99969765 = 0.99964711 FA3350 FA3350: Primary Azimuth Mark Grid Az FA3350:SPC NC - O NEAL 185 07 32.7 FA3350:UTM 17 - O NEAL 183 58 28.6 FA3350 FA3350|---------------------------------------------------------------------| FA3350| PID Reference Object Distance Geod. Az | FA3350| dddmmss.s | FA3350| FA3352 O NEAL 423.980 METERS 1832418.2 | FA3350|---------------------------------------------------------------------| FA3350 FA3350 SUPERSEDED SURVEY CONTROL FA3350 FA3350 NAD 83(1986)- 35 28 44.98283(N) 081 58 52.51359(W) AD( ) 2 FA3350 NAD 27 - 35 28 44.53304(N) 081 58 53.14556(W) AD( ) 2 FA3350 NAVD 88 (06/09/98) 353.90 (m) 1161.1 (f) LEVELING 3 FA3350 NGVD 29 (07/19/86) 354.2 (m) 1162. (f) VERT ANG FA3350 FA3350.Superseded values are not recommended for survey control. FA3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3350.See file dsdata.txt to determine how the superseded data were derived. FA3350 FA3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1098326625(NAD 83) FA3350_MARKER: DE = TRAVERSE STATION DISK FA3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3350_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3350_STAMPING: BAYNARD 1972 FA3350_MARK LOGO: NCGS FA3350_MAGNETIC: N = NO MAGNETIC MATERIAL FA3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3350+STABILITY: SURFACE MOTION FA3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA3350+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996 FA3350 FA3350 HISTORY - Date Condition Report By FA3350 HISTORY - 1972 MONUMENTED NCGS FA3350 HISTORY - 19830101 GOOD NCGS FA3350 HISTORY - 1986 GOOD USPSQD FA3350 HISTORY - 19960506 GOOD NCGS FA3350 FA3350 STATION DESCRIPTION FA3350 FA3350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3350'BAYNARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3350'THE VICINITY OF UNION MILLS, NORTH CAROLINA. FA3350' FA3350'BAYNARD IS LOCATED APPROXIMATELY 1.6 MILES WSW OF UNION MILLS AND FA3350'7.9 MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64-US FA3350'74 BYPASS BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3350'ALONG US 221 FOR 7.1 MILES TO SR 1326 (WHICH LEADS BACK TO GILKEY) FA3350'AND STATION IN SOUTHWEST QUADRANT. FA3350' FA3350'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAYNARD FA3350'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 7 FA3350'INCHES BELOW THE SURFACE OF THE GROUND. FA3350' FA3350'MARK IS FA3350'27.0 FEET W OF C/L OF US 221. FA3350'38.4 FEET S OF C/L OF SR 1326. FA3350'16.0 FEET S OF STOP SIGN POST WITH ALUMINUM REF. TAG. FA3350'26.4 FEET E OF 4 INCH TWIN PINE WITH ALUMINUM REF. TAG. FA3350'86.3 FEET NNE OF 6 INCH WHITE PINE WITH ALUMINUM REF. TAG. FA3350'46.5 FEET NE OF R/W MONUMENT. FA3350 FA3350 STATION RECOVERY (1983) FA3350 FA3350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3350'RECOVERED AS DESCRIBED. FA3350 FA3350 STATION RECOVERY (1986) FA3350 FA3350'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) FA3350'RECOVERED IN GOOD CONDITION. FA3350 FA3350 STATION RECOVERY (1996) FA3350 FA3350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3350'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8175 *********************************************************************** AF8175 DESIGNATION - BEHELPER AF8175 PID - AF8175 AF8175 STATE/COUNTY- NC/RUTHERFORD AF8175 USGS QUAD - CHESNEE (1993) AF8175 AF8175 *CURRENT SURVEY CONTROL AF8175 ___________________________________________________________________ AF8175* NAD 83(1986)- 35 14 58.52792(N) 081 52 21.75501(W) ADJUSTED AF8175* NAVD 88 - 254.7 (meters) 836. (feet) VERT ANG AF8175 ___________________________________________________________________ AF8175 LAPLACE CORR- -0.18 (seconds) DEFLEC99 AF8175 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8175 AF8175 HORZ ORDER - SECOND AF8175 AF8175.The North Carolina HARNS have been completed but, AF8175.due to contractual restrictions, coordinates for these stations AF8175.will NOT be published in the near future. In the interim, the AF8175.published coordinates in North Carolina will not be AF8175.consistent with the Continuously Operating Reference Stations AF8175.(CORS). The HARN coordinates for these stations are available AF8175.upon request. Contact Gary Thompson(919-733-3836). AF8175. AF8175.In addition, the published North Carolina positions AF8175.(NAD 83 (1986)) are NOT consistent with those determined in AF8175.adjacent state readjustments. The discontinuity between stations AF8175.located in North Carolina and those in adjacent states AF8175.which have been adjusted to the HARN may be as much as 5 AF8175.decimeters. This will result in a significant loss of accuracy AF8175.over lines crossing such state borders. AF8175 AF8175 AF8175.The horizontal coordinates were established by classical geodetic methods AF8175.and adjusted by the National Geodetic Survey in June 1998. AF8175 AF8175.The orthometric height was determined by vertical angle observations. AF8175 AF8175.The Laplace correction was computed from DEFLEC99 derived deflections. AF8175 AF8175.The geoid height was determined by GEOID03. AF8175 AF8175; North East Units Scale Factor Converg. AF8175;SPC NC - 170,131.698 348,225.398 MT 0.99987259 -1 39 29.0 AF8175;SPC NC - 558,173.75 1,142,469.49 sFT 0.99987259 -1 39 29.0 AF8175;UTM 17 - 3,901,071.325 420,605.332 MT 0.99967768 -0 30 13.3 AF8175 AF8175! - Elev Factor x Scale Factor = Combined Factor AF8175!SPC NC - 0.99996503 x 0.99987259 = 0.99983763 AF8175!UTM 17 - 0.99996503 x 0.99967768 = 0.99964273 AF8175 AF8175 SUPERSEDED SURVEY CONTROL AF8175 AF8175.No superseded survey control is available for this station. AF8175 AF8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2060501071(NAD 83) AF8175_MARKER: DE = TRAVERSE STATION DISK AF8175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8175_STAMPING: BEHELPER 1985 AF8175_MARK LOGO: NCGS AF8175_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8175+STABILITY: SURFACE MOTION AF8175 AF8175 HISTORY - Date Condition Report By AF8175 HISTORY - 1985 MONUMENTED NCGS AF8175 AF8175 STATION DESCRIPTION AF8175 AF8175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8175'STATION IS LOCATED 1.0 KM (0.60 MI) NORTH OF HARRIS, AND 15.1 KM (9.40 AF8175'MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 0.1 KM (0.05 MI) AF8175'NORTHWEST OF THE US 221 BRIDGE OVER THE SEABOARD RAILROAD, AT SR 1136, AF8175'NORTHWEST OF INTERSECTION, IN YARD. MARK IS FLUSH WITH GROUND AND IS AF8175'2-FEET HIGHER THAN US 221. LOCATED 6.83 M (22.41 FT) SOUTHWEST OF THE AF8175'CENTERLINE OF US 221, 9.45 M (31.00 FT) NORTHEAST OF 18-INCH OAK, AF8175'11.09 M (36.38 FT) EAST-SOUTHEAST OF 24-INCH OAK, 16.52 M (54.20 FT) AF8175'NORTH-NORTHWEST OF AN 18-INCH CONCRETE DRAIN PIPE, 16.86 M (55.31 FT) AF8175'EAST OF SOUTHEAST CORNER OF BRICK HOUSE, AND 25.15 M (82.51 FT) AF8175'NORTHWEST OF INTERSECTION OF US 221 AND SR 1136. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8174 *********************************************************************** AF8174 DESIGNATION - BESSIE AF8174 PID - AF8174 AF8174 STATE/COUNTY- NC/RUTHERFORD AF8174 USGS QUAD - CHESNEE (1993) AF8174 AF8174 *CURRENT SURVEY CONTROL AF8174 ___________________________________________________________________ AF8174* NAD 83(1986)- 35 14 49.18023(N) 081 52 11.04328(W) ADJUSTED AF8174* NAVD 88 - 238.6 (meters) 783. (feet) VERT ANG AF8174 ___________________________________________________________________ AF8174 LAPLACE CORR- -0.12 (seconds) DEFLEC99 AF8174 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8174 AF8174 HORZ ORDER - SECOND AF8174 AF8174.The North Carolina HARNS have been completed but, AF8174.due to contractual restrictions, coordinates for these stations AF8174.will NOT be published in the near future. In the interim, the AF8174.published coordinates in North Carolina will not be AF8174.consistent with the Continuously Operating Reference Stations AF8174.(CORS). The HARN coordinates for these stations are available AF8174.upon request. Contact Gary Thompson(919-733-3836). AF8174. AF8174.In addition, the published North Carolina positions AF8174.(NAD 83 (1986)) are NOT consistent with those determined in AF8174.adjacent state readjustments. The discontinuity between stations AF8174.located in North Carolina and those in adjacent states AF8174.which have been adjusted to the HARN may be as much as 5 AF8174.decimeters. This will result in a significant loss of accuracy AF8174.over lines crossing such state borders. AF8174 AF8174 AF8174.The horizontal coordinates were established by classical geodetic methods AF8174.and adjusted by the National Geodetic Survey in June 1998. AF8174 AF8174.The orthometric height was determined by vertical angle observations. AF8174 AF8174.The Laplace correction was computed from DEFLEC99 derived deflections. AF8174 AF8174.The geoid height was determined by GEOID03. AF8174 AF8174; North East Units Scale Factor Converg. AF8174;SPC NC - 169,835.947 348,487.724 MT 0.99987260 -1 39 22.8 AF8174;SPC NC - 557,203.44 1,143,330.14 sFT 0.99987260 -1 39 22.8 AF8174;UTM 17 - 3,900,780.975 420,873.510 MT 0.99967716 -0 30 07.0 AF8174 AF8174! - Elev Factor x Scale Factor = Combined Factor AF8174!SPC NC - 0.99996757 x 0.99987260 = 0.99984018 AF8174!UTM 17 - 0.99996757 x 0.99967716 = 0.99964474 AF8174 AF8174 SUPERSEDED SURVEY CONTROL AF8174 AF8174.No superseded survey control is available for this station. AF8174 AF8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2087400781(NAD 83) AF8174_MARKER: DE = TRAVERSE STATION DISK AF8174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8174_STAMPING: BESSIE 1985 AF8174_MARK LOGO: NCGS AF8174_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8174+STABILITY: SURFACE MOTION AF8174 AF8174 HISTORY - Date Condition Report By AF8174 HISTORY - 1985 MONUMENTED NCGS AF8174 AF8174 STATION DESCRIPTION AF8174 AF8174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8174'STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) NORTH-NORTHEAST OF HARRIS, AF8174'AND 15.6 KM (9.70 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 0.3 AF8174'KM (0.20 MI) SOUTHEAST OF THE US 221 BRIDGE OVER THE SEABOARD AF8174'RAILROAD, OR 0.25 KM (0.15 MI) NORTHWEST OF THE US 221 BRIDGE OVER AF8174'FLOYDS CREEK. MARK IS FLUSH WITH GROUND AND IS 2-FEET LOWER THAN US AF8174'221. LOCATED 8.41 M (27.59 FT) SOUTHWEST OF THE CENTERLINE OF US 221, AF8174'15.85 M (52.00 FT) SOUTHEAST OF THE CENTERLINE OF GRAVEL DRIVE, 6.34 M AF8174'(20.80 FT) SOUTHEAST OF 24-INCH OAK, 3.60 M (11.81 FT) EAST-NORTHEAST AF8174'OF 12-INCH CLAY DRAIN PIPE, 7.96 M (26.12 FT) EAST OF NCDOT AF8174'RIGHT-OF-WAY MONUMENT, AND 20.42 M (66.99 FT) NORTH OF NORTHWEST AF8174'CORNER OF FRAME HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2777 *********************************************************************** FB2777 DESIGNATION - BILLS CREEK FB2777 PID - FB2777 FB2777 STATE/COUNTY- NC/RUTHERFORD FB2777 USGS QUAD - LAKE LURE (1987) FB2777 FB2777 *CURRENT SURVEY CONTROL FB2777 ___________________________________________________________________ FB2777* NAD 83(1986)- 35 27 23.09960(N) 082 08 10.71694(W) ADJUSTED FB2777* NAVD 88 - 362.6 (meters) 1190. (feet) VERTCON FB2777 ___________________________________________________________________ FB2777 LAPLACE CORR- -6.15 (seconds) DEFLEC99 FB2777 GEOID HEIGHT- -31.50 (meters) GEOID03 FB2777 FB2777 HORZ ORDER - SECOND FB2777 FB2777.The North Carolina HARNS have been completed but, FB2777.due to contractual restrictions, coordinates for these stations FB2777.will NOT be published in the near future. In the interim, the FB2777.published coordinates in North Carolina will not be FB2777.consistent with the Continuously Operating Reference Stations FB2777.(CORS). The HARN coordinates for these stations are available FB2777.upon request. Contact Gary Thompson(919-733-3836). FB2777. FB2777.In addition, the published North Carolina positions FB2777.(NAD 83 (1986)) are NOT consistent with those determined in FB2777.adjacent state readjustments. The discontinuity between stations FB2777.located in North Carolina and those in adjacent states FB2777.which have been adjusted to the HARN may be as much as 5 FB2777.decimeters. This will result in a significant loss of accuracy FB2777.over lines crossing such state borders. FB2777 FB2777 FB2777.The horizontal coordinates were established by classical geodetic methods FB2777.and adjusted by the National Geodetic Survey in July 1986. FB2777 FB2777.The NAVD 88 height was computed by applying the VERTCON shift value to FB2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2777 FB2777.The Laplace correction was computed from DEFLEC99 derived deflections. FB2777 FB2777.The geoid height was determined by GEOID03. FB2777 FB2777; North East Units Scale Factor Converg. FB2777;SPC NC - 193,789.936 324,973.894 MT 0.99987895 -1 48 36.7 FB2777;SPC NC - 635,792.48 1,066,185.18 sFT 0.99987895 -1 48 36.7 FB2777;UTM 17 - 3,924,253.011 396,886.632 MT 0.99973102 -0 39 33.2 FB2777 FB2777! - Elev Factor x Scale Factor = Combined Factor FB2777!SPC NC - 0.99994803 x 0.99987895 = 0.99982698 FB2777!UTM 17 - 0.99994803 x 0.99973102 = 0.99967906 FB2777 FB2777: Primary Azimuth Mark Grid Az FB2777:SPC NC - YOUNGS MTN 306 21 46.7 FB2777:UTM 17 - YOUNGS MTN 305 12 43.2 FB2777 FB2777|---------------------------------------------------------------------| FB2777| PID Reference Object Distance Geod. Az | FB2777| dddmmss.s | FB2777| FB2782 YOUNGS MTN APPROX. 4.2 KM 3043310.0 | FB2777|---------------------------------------------------------------------| FB2777 FB2777 SUPERSEDED SURVEY CONTROL FB2777 FB2777 NAD 27 - 35 27 22.65430(N) 082 08 11.32833(W) AD( ) 2 FB2777 NGVD 29 (07/19/86) 362.8 (m) 1190. (f) VERT ANG FB2777 FB2777.Superseded values are not recommended for survey control. FB2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2777.See file dsdata.txt to determine how the superseded data were derived. FB2777 FB2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9688724253(NAD 83) FB2777_MARKER: DE = TRAVERSE STATION DISK FB2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2777_STAMPING: BILLS CREEK 1973 FB2777_MARK LOGO: NCGS FB2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2777+STABILITY: SURFACE MOTION FB2777 FB2777 HISTORY - Date Condition Report By FB2777 HISTORY - 1973 MONUMENTED NCGS FB2777 HISTORY - 19961115 MARK NOT FOUND USPSQD FB2777 FB2777 STATION DESCRIPTION FB2777 FB2777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2777'BILLS CREEK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FB2777'IN THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2777' FB2777'BILLS CREEK IS LOCATED APPROXIMATELY 5.6 MILES (AIR MILES) ENE OF FB2777'LAKE LURE POST OFFICE, AND 11.8 MILES NW OF RUTHERFORDTON. TO REACH FB2777'STATION FROM THE INTERSECTION OF US 64 AND US 74 WITH SR 1008 FB2777'(BILLS CREEK ROAD) ON THE EAST SIDE OF LAKE LURE, PROCEED FB2777'NORTHERLY ALONG SR 1009 FOR 3.20 MILES TO STATION ON LEFT, 0.15 FB2777'MILES NORTH OF INTERSECTION WITH SR 1337 (LEADING EAST), FB2777'APPROXIMATELY 175 FEET SOUTH OF A TWO STORY BRICK HOME. FB2777' FB2777'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILLS FB2777'CREEK 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FB2777'IS FLUSH WITH THE SURFACE OF THE GROUND. FB2777' FB2777'MARK IS FB2777'23.7 FEET NW OF C/L OF SR 1008. FB2777'136.1 FEET SSW OF INTERSECTION OF DRIVEWAYS TO, AND AROUND BRICK FB2777'HOME. FB2777'121.4 FEET SW OF S END OF CULVERT OF DRIVEWAY ENTRANCE. FB2777'127.0 FEET S OF 10 INCH PINE W/ALUMINUM REF. TAG. FB2777'191.1 FEET ENE OF PP W/ALUMINUM REF. TAG. FB2777 FB2777 STATION RECOVERY (1996) FB2777 FB2777'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2777'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2778 *********************************************************************** FB2778 DESIGNATION - BILLS MTN FB2778 PID - FB2778 FB2778 STATE/COUNTY- NC/RUTHERFORD FB2778 USGS QUAD - LAKE LURE (1987) FB2778 FB2778 *CURRENT SURVEY CONTROL FB2778 ___________________________________________________________________ FB2778* NAD 83(1986)- 35 26 19.23703(N) 082 08 37.14626(W) ADJUSTED FB2778* NAVD 88 - 546.2 (meters) 1792. (feet) VERTCON FB2778 ___________________________________________________________________ FB2778 LAPLACE CORR- -5.54 (seconds) DEFLEC99 FB2778 GEOID HEIGHT- -31.52 (meters) GEOID03 FB2778 FB2778 HORZ ORDER - SECOND FB2778 FB2778.The North Carolina HARNS have been completed but, FB2778.due to contractual restrictions, coordinates for these stations FB2778.will NOT be published in the near future. In the interim, the FB2778.published coordinates in North Carolina will not be FB2778.consistent with the Continuously Operating Reference Stations FB2778.(CORS). The HARN coordinates for these stations are available FB2778.upon request. Contact Gary Thompson(919-733-3836). FB2778. FB2778.In addition, the published North Carolina positions FB2778.(NAD 83 (1986)) are NOT consistent with those determined in FB2778.adjacent state readjustments. The discontinuity between stations FB2778.located in North Carolina and those in adjacent states FB2778.which have been adjusted to the HARN may be as much as 5 FB2778.decimeters. This will result in a significant loss of accuracy FB2778.over lines crossing such state borders. FB2778 FB2778 FB2778.The horizontal coordinates were established by classical geodetic methods FB2778.and adjusted by the National Geodetic Survey in July 1986. FB2778 FB2778.The NAVD 88 height was computed by applying the VERTCON shift value to FB2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2778 FB2778.The Laplace correction was computed from DEFLEC99 derived deflections. FB2778 FB2778.The geoid height was determined by GEOID03. FB2778 FB2778; North East Units Scale Factor Converg. FB2778;SPC NC - 191,844.049 324,245.550 MT 0.99987789 -1 48 51.9 FB2778;SPC NC - 629,408.35 1,063,795.61 sFT 0.99987789 -1 48 51.9 FB2778;UTM 17 - 3,922,293.172 396,197.628 MT 0.99973278 -0 39 47.5 FB2778 FB2778! - Elev Factor x Scale Factor = Combined Factor FB2778!SPC NC - 0.99991922 x 0.99987789 = 0.99979712 FB2778!UTM 17 - 0.99991922 x 0.99973278 = 0.99965202 FB2778 FB2778: Primary Azimuth Mark Grid Az FB2778:SPC NC - BILLS CREEK 020 31 14.9 FB2778:UTM 17 - BILLS CREEK 019 22 10.5 FB2778 FB2778|---------------------------------------------------------------------| FB2778| PID Reference Object Distance Geod. Az | FB2778| dddmmss.s | FB2778| FB2777 BILLS CREEK APPROX. 2.1 KM 0184223.0 | FB2778|---------------------------------------------------------------------| FB2778 FB2778 SUPERSEDED SURVEY CONTROL FB2778 FB2778 NAD 27 - 35 26 18.79079(N) 082 08 37.75838(W) AD( ) 2 FB2778 NGVD 29 (07/19/86) 546.4 (m) 1793. (f) VERT ANG FB2778 FB2778.Superseded values are not recommended for survey control. FB2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2778.See file dsdata.txt to determine how the superseded data were derived. FB2778 FB2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9619822293(NAD 83) FB2778_MARKER: DE = TRAVERSE STATION DISK FB2778_SETTING: 80 = SET IN A BOULDER FB2778_SP_SET: SET IN DRILL HOLE IN A BOULDER FB2778_STAMPING: BILLS MTN 1973 FB2778_MARK LOGO: NCGS FB2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2778+STABILITY: SURFACE MOTION FB2778 FB2778 HISTORY - Date Condition Report By FB2778 HISTORY - 1973 MONUMENTED NCGS FB2778 FB2778 STATION DESCRIPTION FB2778 FB2778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2778'BILLS MTN. IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2778'THE VICINITY OF YOUNGS MOUNTAIN, NORTH CAROLINA. FB2778' FB2778'BILLS MTN. IS LOCATED APPROXIMATELY 5.1 MILES (AIR MILES) ENE OF LAKE FB2778'LURE POST OFFICE, AND 11.5 MILES NW OF RUTHERFORDTON. TO REACH FB2778'STATION FROM THE INTERSECTION OF US 64 AND US 74 WITH SR 1008 FB2778'(BILLS CREEK ROAD) ON EAST SIDE OF LAKE LURE, PROCEED NORTH ALONG FB2778'SR 1008 FOR 1.0 MILES TO WOODS ROAD ON RIGHT (JUST SOUTH OF FB2778'ABANDONED STORE), THENCE EAST ALONG ROAD FOR 0.05 MILES TO FB2778'FIRST WOODS ROAD (4-WHEEL DRIVE ROAD) ON LEFT. THENCE NE ALONG FB2778'WOODS ROAD FOR 0.40 MILES TO T-INTERSECTION TURN LEFT AND PROCEED FB2778'EASTERLY FOR 0.45 MILES TO S CURVE, THENCE NW THROUGH WOODS ALONG FB2778'RIDGE (NO ROAD OR PATH) FOR APPROXIMATELY 450 FEET TO NW CORNER OF FB2778'ROCK CLIFF, THENCE NNE ALONG ROCKS FOR APPROXIMATELY 75 FEET AND FB2778'DOWN APPROXIMATELY 20 FEET TO STATION. FB2778' FB2778'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILLS FB2778'MTN. 1973, SET FLUSH IN DRILLED HOLE. FB2778' FB2778'MARK IS FB2778'SLOPE DISTANCE 30.4 FEET WNW OF 5 INCH PINE W/ALUMINUM REF. TAG. FB2778'SLOPE DISTANCE 34.7 FEET NNW OF 10 INCH CHESTNUT OAK W/ALUMINUM FB2778'REF. TAG. FB2778'SLOPE DISTANCE 17.1 FEET N OF 4 INCH PINE W/ALUMINUM REF. TAG. FB2778'25.7 FEET WSW OF 8 INCH PINE STUMP. FB2778'SLOPE DISTANCE 69.0 FEET NNE OF 5 INCH PINE W/ALUMINUM REF. FB2778'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3330 *********************************************************************** FA3330 DESIGNATION - BLANTON FA3330 PID - FA3330 FA3330 STATE/COUNTY- NC/RUTHERFORD FA3330 USGS QUAD - FOREST CITY (1993) FA3330 FA3330 *CURRENT SURVEY CONTROL FA3330 ___________________________________________________________________ FA3330* NAD 83(1986)- 35 20 08.70774(N) 081 47 42.45346(W) ADJUSTED FA3330* NAVD 88 - 303.0 (meters) 994. (feet) VERTCON FA3330 ___________________________________________________________________ FA3330 LAPLACE CORR- 0.57 (seconds) DEFLEC99 FA3330 GEOID HEIGHT- -31.95 (meters) GEOID03 FA3330 FA3330 HORZ ORDER - SECOND FA3330 FA3330.The North Carolina HARNS have been completed but, FA3330.due to contractual restrictions, coordinates for these stations FA3330.will NOT be published in the near future. In the interim, the FA3330.published coordinates in North Carolina will not be FA3330.consistent with the Continuously Operating Reference Stations FA3330.(CORS). The HARN coordinates for these stations are available FA3330.upon request. Contact Gary Thompson(919-733-3836). FA3330. FA3330.In addition, the published North Carolina positions FA3330.(NAD 83 (1986)) are NOT consistent with those determined in FA3330.adjacent state readjustments. The discontinuity between stations FA3330.located in North Carolina and those in adjacent states FA3330.which have been adjusted to the HARN may be as much as 5 FA3330.decimeters. This will result in a significant loss of accuracy FA3330.over lines crossing such state borders. FA3330 FA3330 FA3330.The horizontal coordinates were established by classical geodetic methods FA3330.and adjusted by the National Geodetic Survey in July 1986. FA3330 FA3330.The NAVD 88 height was computed by applying the VERTCON shift value to FA3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3330 FA3330.The Laplace correction was computed from DEFLEC99 derived deflections. FA3330 FA3330.The geoid height was determined by GEOID03. FA3330 FA3330; North East Units Scale Factor Converg. FA3330;SPC NC - 179,484.397 355,551.615 MT 0.99987366 -1 36 47.7 FA3330;SPC NC - 588,858.39 1,166,505.59 sFT 0.99987366 -1 36 47.7 FA3330;UTM 17 - 3,910,567.735 427,740.287 MT 0.99966435 -0 27 35.6 FA3330 FA3330! - Elev Factor x Scale Factor = Combined Factor FA3330!SPC NC - 0.99995746 x 0.99987366 = 0.99983113 FA3330!UTM 17 - 0.99995746 x 0.99966435 = 0.99962183 FA3330 FA3330: Primary Azimuth Mark Grid Az FA3330:SPC NC - FLYNN 246 41 31.5 FA3330:UTM 17 - FLYNN 245 32 19.4 FA3330 FA3330|---------------------------------------------------------------------| FA3330| PID Reference Object Distance Geod. Az | FA3330| dddmmss.s | FA3330| FA3328 FLYNN APPROX. 2.0 KM 2450443.8 | FA3330|---------------------------------------------------------------------| FA3330 FA3330 SUPERSEDED SURVEY CONTROL FA3330 FA3330 NAD 27 - 35 20 08.26417(N) 081 47 43.09964(W) AD( ) 2 FA3330 NGVD 29 (07/19/86) 303.2 (m) 995. (f) VERT ANG FA3330 FA3330.Superseded values are not recommended for survey control. FA3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3330.See file dsdata.txt to determine how the superseded data were derived. FA3330 FA3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2774010568(NAD 83) FA3330_MARKER: DE = TRAVERSE STATION DISK FA3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3330_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3330_STAMPING: BLANKTON 1973 FA3330_MARK LOGO: NCGS FA3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3330+STABILITY: SURFACE MOTION FA3330 FA3330 HISTORY - Date Condition Report By FA3330 HISTORY - 1973 MONUMENTED NCGS FA3330 HISTORY - 19960522 MARK NOT FOUND USPSQD FA3330 HISTORY - 20041007 MARK NOT FOUND USPSQD FA3330 FA3330 STATION DESCRIPTION FA3330 FA3330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3330'BLANTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3330'THE VICINITY OF ELLENBORO, NORTH CAROLINA. FA3330' FA3330'BLANTON IS LOCATED APPROXIMATELY 2.2 MILES WNW OF ELLENBORO, AND 3.8 FA3330'MILES EAST OF FOREST CITY. TO REACH STATION FROM INTERSECTION OF FA3330'US 74 AND SR 1920 IN ELLENBORO, PROCEED WESTERLY ALONG US 74 FA3330'BUSINESS FOR 2.1 MILES TO SR 1917. THENCE SOUTH ALONG SR 1917 FOR FA3330'0.2 MILES TO SR 1915. THENCE WEST ALONG SR 1915 FOR 0.45 FA3330'MILES TO SR 1916. THENCE SOUTH ALONG SR 1916 FOR 0.1 MILES TO FA3330'STATION ON LEFT ACROSS A CULTIVATED FIELD AT A NORTH-SOUTH FENCE FA3330'LINE ON EVERETTE BLANTON FARM. FA3330' FA3330'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLANTON FA3330'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 FA3330'INCHES BELOW THE SURFACE OF THE GROUND. FA3330' FA3330'MARK IS FA3330'259.0 FEET E OF C/L OF SR 1916. FA3330'248.3 FEET ESE OF AN 18 INCH CONCRETE CULVERT UNDER SR 1916. FA3330'7.6 FEET SW OF FENCE POST W/ALUMINUM REF. TAG. FA3330'11.5 FEET N OF FENCE POST W/ALUMINUM REF. TAG. FA3330 FA3330 STATION RECOVERY (1996) FA3330 FA3330'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3330'MARK NOT FOUND. FA3330 FA3330 STATION RECOVERY (2004) FA3330 FA3330'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA3330'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 AF8203 AF8203 HORZ ORDER - SECOND AF8203 AF8203.The North 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 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). AF8203. AF8203.In addition, the published North 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 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 GEOID03. AF8203 AF8203; North East Units Scale Factor Converg. AF8203;SPC NC - 182,875.925 342,296.089 MT 0.99987446 -1 41 52.9 AF8203;SPC NC - 599,985.43 1,123,016.42 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8203!SPC NC - 0.99995366 x 0.99987446 = 0.99982813 AF8203!UTM 17 - 0.99995366 x 0.99969025 = 0.99964393 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 HISTORY - 20050912 MARK NOT FOUND USPSQD 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. AF8203 AF8203 STATION RECOVERY (2005) AF8203 AF8203'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8203'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.92 (meters) GEOID03 AF8201 AF8201 HORZ ORDER - SECOND AF8201 AF8201.The North 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 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). AF8201. AF8201.In addition, the published North 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 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 GEOID03. AF8201 AF8201; North East Units Scale Factor Converg. AF8201;SPC NC - 183,110.234 341,298.170 MT 0.99987453 -1 42 15.9 AF8201;SPC NC - 600,754.16 1,119,742.41 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8201!SPC NC - 0.99996081 x 0.99987453 = 0.99983535 AF8201!UTM 17 - 0.99996081 x 0.99969238 = 0.99965320 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 HISTORY - 20041007 MARK NOT FOUND USPSQD AF8201 HISTORY - 20050220 GOOD GEOCAC AF8201 HISTORY - 20050912 GOOD USPSQD 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. AF8201 AF8201 STATION RECOVERY (2004) AF8201 AF8201'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) AF8201'MARK NOT FOUND. AF8201 AF8201 STATION RECOVERY (2005) AF8201 AF8201'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AF8201'RECOVERED AS DESCRIBED WITH FOLLOWING UPDATES TO DESCRIPTION. BUILDING AF8201'NOW OCCUPIED BY KSP INTERIORS (NOT BOOTH REALTY). SIDEWALK HAS BEEN AF8201'REMOVED. POWER POLE WITH REF TAG OKAY. MARK RECESSED 2 CM. AF8201 AF8201 STATION RECOVERY (2005) AF8201 AF8201'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8201'STATION LOCATED IN FRONT OF KSP INTERIORS, NO LONGER BOOTH REALTY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3326 *********************************************************************** FA3326 DESIGNATION - BORO FA3326 PID - FA3326 FA3326 STATE/COUNTY- NC/RUTHERFORD FA3326 USGS QUAD - FOREST CITY (1993) FA3326 FA3326 *CURRENT SURVEY CONTROL FA3326 ___________________________________________________________________ FA3326* NAD 83(1986)- 35 19 22.81331(N) 081 45 15.33134(W) ADJUSTED FA3326* NAVD 88 - 313.0 (meters) 1027. (feet) VERTCON FA3326 ___________________________________________________________________ FA3326 LAPLACE CORR- 0.44 (seconds) DEFLEC99 FA3326 GEOID HEIGHT- -31.94 (meters) GEOID03 FA3326 FA3326 HORZ ORDER - SECOND FA3326 FA3326.The North Carolina HARNS have been completed but, FA3326.due to contractual restrictions, coordinates for these stations FA3326.will NOT be published in the near future. In the interim, the FA3326.published coordinates in North Carolina will not be FA3326.consistent with the Continuously Operating Reference Stations FA3326.(CORS). The HARN coordinates for these stations are available FA3326.upon request. Contact Gary Thompson(919-733-3836). FA3326. FA3326.In addition, the published North Carolina positions FA3326.(NAD 83 (1986)) are NOT consistent with those determined in FA3326.adjacent state readjustments. The discontinuity between stations FA3326.located in North Carolina and those in adjacent states FA3326.which have been adjusted to the HARN may be as much as 5 FA3326.decimeters. This will result in a significant loss of accuracy FA3326.over lines crossing such state borders. FA3326 FA3326 FA3326.The horizontal coordinates were established by classical geodetic methods FA3326.and adjusted by the National Geodetic Survey in July 1986. FA3326 FA3326.The NAVD 88 height was computed by applying the VERTCON shift value to FA3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3326 FA3326.The Laplace correction was computed from DEFLEC99 derived deflections. FA3326 FA3326.The geoid height was determined by GEOID03. FA3326 FA3326; North East Units Scale Factor Converg. FA3326;SPC NC - 177,966.900 359,225.856 MT 0.99987336 -1 35 22.8 FA3326;SPC NC - 583,879.74 1,178,560.16 sFT 0.99987336 -1 35 22.8 FA3326;UTM 17 - 3,909,124.817 431,443.544 MT 0.99965792 -0 26 10.0 FA3326 FA3326! - Elev Factor x Scale Factor = Combined Factor FA3326!SPC NC - 0.99995589 x 0.99987336 = 0.99982926 FA3326!UTM 17 - 0.99995589 x 0.99965792 = 0.99961383 FA3326 FA3326: Primary Azimuth Mark Grid Az FA3326:SPC NC - ELLENBORO 328 21 02.0 FA3326:UTM 17 - ELLENBORO 327 11 49.2 FA3326 FA3326|---------------------------------------------------------------------| FA3326| PID Reference Object Distance Geod. Az | FA3326| dddmmss.s | FA3326| FA3324 ELLENBORO APPROX. 0.9 KM 3264539.2 | FA3326|---------------------------------------------------------------------| FA3326 FA3326 SUPERSEDED SURVEY CONTROL FA3326 FA3326 NAD 27 - 35 19 22.37352(N) 081 45 15.97940(W) AD( ) 2 FA3326 NGVD 29 (07/19/86) 313.2 (m) 1028. (f) VERT ANG FA3326 FA3326.Superseded values are not recommended for survey control. FA3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3326.See file dsdata.txt to determine how the superseded data were derived. FA3326 FA3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3144409125(NAD 83) FA3326_MARKER: DE = TRAVERSE STATION DISK FA3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3326_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3326_STAMPING: BORO 1973 FA3326_MARK LOGO: NCGS FA3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3326+STABILITY: SURFACE MOTION FA3326 FA3326 HISTORY - Date Condition Report By FA3326 HISTORY - 1973 MONUMENTED NCGS FA3326 HISTORY - 19960522 MARK NOT FOUND USPSQD FA3326 FA3326 STATION DESCRIPTION FA3326 FA3326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3326'BORO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3326'VICINITY OF ELLENBORO, NORTH CAROLINA. FA3326' FA3326'BORO IS LOCATED AT SE EDGE OF ELLENBORO. TO REACH STATION FROM FA3326'INTERSECTION OF US 74 BUSINESS AND SR 1920 IN ELLENBORO, PROCEED SE FA3326'ALONG US 74 BUSINESS FOR 0.3 MILES TO Y-INTERSECTION WITH SR 1921 FA3326'(SIX POINTS ROAD) AND STATION IN ISLAND FORMED BY JUNCTION. FA3326' FA3326'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BORO FA3326'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FA3326'INCHES BELOW THE SURFACE OF THE GROUND. FA3326' FA3326'MARK IS FA3326'25.7 FEET SW OF C/L OF US 74 BUSINESS. FA3326'22.4 FEET ENE OF C/L OF SR 1921. FA3326'33.0 FEET NNW OF C/L CROSSOVER ROAD. FA3326'35.6 FEET NE RAIL OF SCL R/R. FA3326'64.3 FEET NW OF TP W/ALUMINUM REF. TAG. FA3326'5.3 FEET SW OF TP NO. 1943. FA3326'134.9 FEET SE OF TP NO. 1942. FA3326 FA3326 STATION RECOVERY (1996) FA3326 FA3326'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3326'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 AF8202 AF8202 HORZ ORDER - SECOND AF8202 AF8202.The North 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 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). AF8202. AF8202.In addition, the published North 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 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 GEOID03. AF8202 AF8202; North East Units Scale Factor Converg. AF8202;SPC NC - 183,066.933 341,911.193 MT 0.99987452 -1 42 01.8 AF8202;SPC NC - 600,612.10 1,121,753.64 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8202!SPC NC - 0.99995743 x 0.99987452 = 0.99983195 AF8202!UTM 17 - 0.99995743 x 0.99969107 = 0.99964851 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 HISTORY - 20041007 MARK NOT FOUND USPSQD AF8202 HISTORY - 20050912 MARK NOT FOUND USPSQD 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. AF8202 AF8202 STATION RECOVERY (2004) AF8202 AF8202'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) AF8202'MARK NOT FOUND. AF8202 AF8202 STATION RECOVERY (2005) AF8202 AF8202'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8202'GUARD RAIL HAS BEEN REMOVED AND STATION MAY HAVE BEEN DESTROYED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8242 *********************************************************************** AF8242 DESIGNATION - BRITTAIN AF8242 PID - AF8242 AF8242 STATE/COUNTY- NC/RUTHERFORD AF8242 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8242 AF8242 *CURRENT SURVEY CONTROL AF8242 ___________________________________________________________________ AF8242* NAD 83(1986)- 35 27 13.44287(N) 081 53 13.77288(W) ADJUSTED AF8242* NAVD 88 - 299.4 (meters) 982. (feet) VERT ANG AF8242 ___________________________________________________________________ AF8242 LAPLACE CORR- -0.53 (seconds) DEFLEC99 AF8242 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8242 AF8242 HORZ ORDER - SECOND AF8242 AF8242.The North Carolina HARNS have been completed but, AF8242.due to contractual restrictions, coordinates for these stations AF8242.will NOT be published in the near future. In the interim, the AF8242.published coordinates in North Carolina will not be AF8242.consistent with the Continuously Operating Reference Stations AF8242.(CORS). The HARN coordinates for these stations are available AF8242.upon request. Contact Gary Thompson(919-733-3836). AF8242. AF8242.In addition, the published North Carolina positions AF8242.(NAD 83 (1986)) are NOT consistent with those determined in AF8242.adjacent state readjustments. The discontinuity between stations AF8242.located in North Carolina and those in adjacent states AF8242.which have been adjusted to the HARN may be as much as 5 AF8242.decimeters. This will result in a significant loss of accuracy AF8242.over lines crossing such state borders. AF8242 AF8242 AF8242.The horizontal coordinates were established by classical geodetic methods AF8242.and adjusted by the National Geodetic Survey in June 1998. AF8242 AF8242.The orthometric height was determined by vertical angle observations. AF8242 AF8242.The Laplace correction was computed from DEFLEC99 derived deflections. AF8242 AF8242.The geoid height was determined by GEOID03. AF8242 AF8242; North East Units Scale Factor Converg. AF8242;SPC NC - 192,806.486 347,569.624 MT 0.99987878 -1 39 59.0 AF8242;SPC NC - 632,565.95 1,140,318.01 sFT 0.99987878 -1 39 59.0 AF8242;UTM 17 - 3,923,723.887 419,493.616 MT 0.99967987 -0 30 52.6 AF8242 AF8242! - Elev Factor x Scale Factor = Combined Factor AF8242!SPC NC - 0.99995802 x 0.99987878 = 0.99983680 AF8242!UTM 17 - 0.99995802 x 0.99967987 = 0.99963790 AF8242 AF8242 SUPERSEDED SURVEY CONTROL AF8242 AF8242.No superseded survey control is available for this station. AF8242 AF8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1949423724(NAD 83) AF8242_MARKER: DE = TRAVERSE STATION DISK AF8242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8242_STAMPING: BRITTAIN 1983 AF8242_MARK LOGO: NCGS AF8242_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8242+STABILITY: SURFACE MOTION AF8242 AF8242 HISTORY - Date Condition Report By AF8242 HISTORY - 1983 MONUMENTED NCGS AF8242 AF8242 STATION DESCRIPTION AF8242 AF8242'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8242'STATION IS LOCATED ABOUT 11.6 KM (7.20 MI) NORTHEAST OF AF8242'RUTHERFORDTON, IN WESTMINSTER. ALONG US 64 FOR 5.1 KM (3.15 MI) AF8242'NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.24 KM (0.15 MI) SOUTH AF8242'OF SR 1007, IN EAST SHOULDER, AT SIGN POST OF THE--BRITTAIN AF8242'PRESBYTERIAN--CHURCH. MARK IS FLUSH WITH GROUND AND IS 1-FOOT LOWER AF8242'THAN US 64. LOCATED 5.58 M (18.31 FT) EAST-SOUTHEAST OF THE AF8242'CENTERLINE OF US 64, 29.35 M (96.29 FT) SOUTH-SOUTHWEST OF THE AF8242'CENTERLINE OF NORTH-MOST CHURCH DRIVE, 0.91 M (2.99 FT) AF8242'WEST-NORTHWEST OF WOODEN SIGN POST OF CHURCH, 6.64 M (21.78 FT) AF8242'WEST-NORTHWEST OF HISTORICAL MARKER SIGN POST, 27.98 M (91.80 FT) AF8242'NORTH-NORTHEAST OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1371 *********************************************************************** FA1371 DESIGNATION - BROAD FA1371 PID - FA1371 FA1371 STATE/COUNTY- NC/RUTHERFORD FA1371 USGS QUAD - FOREST CITY (1993) FA1371 FA1371 *CURRENT SURVEY CONTROL FA1371 ___________________________________________________________________ FA1371* NAD 83(1986)- 35 19 07.91207(N) 081 48 55.69110(W) ADJUSTED FA1371* NAVD 88 - 256.866 (meters) 842.73 (feet) ADJUSTED FA1371 ___________________________________________________________________ FA1371 LAPLACE CORR- 0.20 (seconds) DEFLEC99 FA1371 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1371 DYNAMIC HT - 256.612 (meters) 841.90 (feet) COMP FA1371 MODELED GRAV- 979,639.4 (mgal) NAVD 88 FA1371 FA1371 HORZ ORDER - SECOND FA1371 VERT ORDER - SECOND CLASS II FA1371 FA1371.The North Carolina HARNS have been completed but, FA1371.due to contractual restrictions, coordinates for these stations FA1371.will NOT be published in the near future. In the interim, the FA1371.published coordinates in North Carolina will not be FA1371.consistent with the Continuously Operating Reference Stations FA1371.(CORS). The HARN coordinates for these stations are available FA1371.upon request. Contact Gary Thompson(919-733-3836). FA1371. FA1371.In addition, the published North Carolina positions FA1371.(NAD 83 (1986)) are NOT consistent with those determined in FA1371.adjacent state readjustments. The discontinuity between stations FA1371.located in North Carolina and those in adjacent states FA1371.which have been adjusted to the HARN may be as much as 5 FA1371.decimeters. This will result in a significant loss of accuracy FA1371.over lines crossing such state borders. FA1371 FA1371 FA1371.The horizontal coordinates were established by classical geodetic methods FA1371.and adjusted by the National Geodetic Survey in July 1986. FA1371 FA1371.The orthometric height was determined by differential leveling FA1371.and adjusted by the National Geodetic Survey in June 1991. FA1371 FA1371.The Laplace correction was computed from DEFLEC99 derived deflections. FA1371 FA1371.The geoid height was determined by GEOID03. FA1371 FA1371.The dynamic height is computed by dividing the NAVD 88 FA1371.geopotential number by the normal gravity value computed on the FA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1371.degrees latitude (g = 980.6199 gals.). FA1371 FA1371.The modeled gravity was interpolated from observed gravity values. FA1371 FA1371; North East Units Scale Factor Converg. FA1371;SPC NC - 177,664.009 353,649.932 MT 0.99987327 -1 37 30.0 FA1371;SPC NC - 582,886.00 1,160,266.49 sFT 0.99987327 -1 37 30.0 FA1371;UTM 17 - 3,908,709.821 425,876.021 MT 0.99966771 -0 28 17.3 FA1371 FA1371! - Elev Factor x Scale Factor = Combined Factor FA1371!SPC NC - 0.99996470 x 0.99987327 = 0.99983797 FA1371!UTM 17 - 0.99996470 x 0.99966771 = 0.99963242 FA1371 FA1371: Primary Azimuth Mark Grid Az FA1371:SPC NC - COWAN 281 30 31.7 FA1371:UTM 17 - COWAN 280 21 19.0 FA1371 FA1371|---------------------------------------------------------------------| FA1371| PID Reference Object Distance Geod. Az | FA1371| dddmmss.s | FA1371| FA1372 COWAN APPROX. 0.7 KM 2795301.7 | FA1371|---------------------------------------------------------------------| FA1371 FA1371 SUPERSEDED SURVEY CONTROL FA1371 FA1371 NAD 27 - 35 19 07.46478(N) 081 48 56.33209(W) AD( ) 2 FA1371 NGVD 29 (??/??/92) 257.109 (m) 843.53 (f) ADJ UNCH 2 2 FA1371 FA1371.Superseded values are not recommended for survey control. FA1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1371.See file dsdata.txt to determine how the superseded data were derived. FA1371 FA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2587608710(NAD 83) FA1371_MARKER: DE = TRAVERSE STATION DISK FA1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1371_STAMPING: BROAD 1972 FA1371_MARK LOGO: NCGS FA1371_PROJECTION: RECESSED 3 CENTIMETERS FA1371_MAGNETIC: N = NO MAGNETIC MATERIAL FA1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1371+STABILITY: SURFACE MOTION FA1371 FA1371 HISTORY - Date Condition Report By FA1371 HISTORY - 1972 MONUMENTED NCGS FA1371 HISTORY - 19731001 GOOD NCGS FA1371 HISTORY - 19830101 GOOD NCGS FA1371 HISTORY - 19960524 GOOD USPSQD FA1371 FA1371 STATION DESCRIPTION FA1371 FA1371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1371'BROAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1371'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1371' FA1371'BROAD IS LOCATED APPROXIMATELY 2.8 MILES ESE OF FOREST CITY AND 3.3 FA1371'MILES WEST OF ELLENBORO. TO REACH STATION FROM INTERSECTION OF US FA1371'74 BYPASS WITH US 221A NEAR FOREST CITY, PROCEED EAST ALONG US 74 FA1371'FOR 2.4 MILES TO STATION ON THE LEFT, 0.45 MILE FROM SECOND BROAD FA1371'RIVER BRIDGE, AND APPROXIMATELY 125 FEET UP EAST END OF CUT. FA1371' FA1371'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROAD FA1371'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1371'1 INCH BELOW THE SURFACE OF THE GROUND. FA1371' FA1371'MARK IS FA1371'60.5 FEET NNE OF C/L OF US 74 BYPASS W BOUND LANE. FA1371'186.4 FEET NW OF WESTERNMOST GUARD RAIL. FA1371'55.5 FEET W OF 8 INCH PINE WITH ALUMINUM REF. TAG. FA1371'28.9 FEET SSW OF 10 INCH PINE WITH ALUMINUM REF. TAG. FA1371'72.0 FEET SSE OF CENTER BRACE POLE (METAL) OF FENCE. FA1371 FA1371 STATION RECOVERY (1973) FA1371 FA1371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1371'2.8 MI ESE OF FOREST CITY. FA1371'TO REACH STATION FROM THE US 221A OVERPASS OF US 74 BYPASS SOUTH OF FA1371'FOREST CITY, PROCEED EAST ALONG US 74 BYPASS FOR 2.4 MILES TO STATION FA1371'ON LEFT ON TOP OF NORTH BANK, 0.45 MILE EAST OF SECOND BROAD RIVER FA1371'BRIDGE, AND APPROXIMATELY 125 FEET UP EAST END OF CUT. 60.5 FEET FA1371'NORTH-NORTHEAST OF CENTERLINE OF US 74 BYPASS WESTBOUND LANE, 186.4 FA1371'FEET NORTHWEST OF WESTERNMOST GUARDRAIL, 55.5 FEET WEST OF 8-INCH PINE FA1371'WITH ALUMINUM REFERENCE TAG, 28.9 FEET SOUTH-SOUTHWEST OF 10-INCH PINE FA1371'WITH ALUMINUM REFERENCE TAG AND 72.0 FEET SOUTH-SOUTHEAST OF CENTER FA1371'BRACE POLE (METAL) OF FENCE. DISK IS SET IN CONCRETE POST, 1 INCH FA1371'BELOW THE GROUND. FA1371 FA1371 STATION RECOVERY (1983) FA1371 FA1371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1371'RECOVERED AS DESCRIBED. FA1371 FA1371 STATION RECOVERY (1996) FA1371 FA1371'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1371'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8179 *********************************************************************** AF8179 DESIGNATION - BROWN AF8179 PID - AF8179 AF8179 STATE/COUNTY- NC/RUTHERFORD AF8179 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8179 AF8179 *CURRENT SURVEY CONTROL AF8179 ___________________________________________________________________ AF8179* NAD 83(1986)- 35 16 39.63287(N) 081 53 45.74325(W) ADJUSTED AF8179* NAVD 88 - 298.9 (meters) 981. (feet) VERT ANG AF8179 ___________________________________________________________________ AF8179 LAPLACE CORR- -0.55 (seconds) DEFLEC99 AF8179 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8179 AF8179 HORZ ORDER - SECOND AF8179 AF8179.The North Carolina HARNS have been completed but, AF8179.due to contractual restrictions, coordinates for these stations AF8179.will NOT be published in the near future. In the interim, the AF8179.published coordinates in North Carolina will not be AF8179.consistent with the Continuously Operating Reference Stations AF8179.(CORS). The HARN coordinates for these stations are available AF8179.upon request. Contact Gary Thompson(919-733-3836). AF8179. AF8179.In addition, the published North Carolina positions AF8179.(NAD 83 (1986)) are NOT consistent with those determined in AF8179.adjacent state readjustments. The discontinuity between stations AF8179.located in North Carolina and those in adjacent states AF8179.which have been adjusted to the HARN may be as much as 5 AF8179.decimeters. This will result in a significant loss of accuracy AF8179.over lines crossing such state borders. AF8179 AF8179 AF8179.The horizontal coordinates were established by classical geodetic methods AF8179.and adjusted by the National Geodetic Survey in June 1998. AF8179 AF8179.The orthometric height was determined by vertical angle observations. AF8179 AF8179.The Laplace correction was computed from DEFLEC99 derived deflections. AF8179 AF8179.The geoid height was determined by GEOID03. AF8179 AF8179; North East Units Scale Factor Converg. AF8179;SPC NC - 173,307.522 346,194.169 MT 0.99987269 -1 40 17.4 AF8179;SPC NC - 568,593.10 1,135,805.37 sFT 0.99987269 -1 40 17.4 AF8179;UTM 17 - 3,904,204.986 418,510.949 MT 0.99968183 -0 31 03.1 AF8179 AF8179! - Elev Factor x Scale Factor = Combined Factor AF8179!SPC NC - 0.99995811 x 0.99987269 = 0.99983080 AF8179!UTM 17 - 0.99995811 x 0.99968183 = 0.99963995 AF8179 AF8179 SUPERSEDED SURVEY CONTROL AF8179 AF8179.No superseded survey control is available for this station. AF8179 AF8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1851104205(NAD 83) AF8179_MARKER: DE = TRAVERSE STATION DISK AF8179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8179_STAMPING: BROWN 1985 AF8179_MARK LOGO: NCGS AF8179_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8179+STABILITY: SURFACE MOTION AF8179 AF8179 HISTORY - Date Condition Report By AF8179 HISTORY - 1985 MONUMENTED NCGS AF8179 AF8179 STATION DESCRIPTION AF8179 AF8179'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8179'STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORTHWEST OF HARRIS, AND AF8179'11.4 KM (7.10 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 2.1 KM AF8179'(1.30 MI) SOUTHEAST OF THE SR 2169 (US 221 TRUCK ROUTE, OAKLAND RD) AF8179'INTERSECTION, AT DANIELTOWN, OR 0.3 KM (0.20 MI) NORTHWEST OF HARRIS AF8179'SCHOOL DRIVE, ABOUT 80-FEET NORTH OF A DIRT DRIVE, IN EAST SHOULDER. AF8179'MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 5.03 M (16.50 FT) EAST AF8179'OF THE CENTERLINE OF US 221, 20.57 M (67.49 FT) NORTH-NORTHWEST OF AF8179'18-INCH CORRUGATED METAL PIPE--AND 13.11 M (43.01 FT) EAST OF 24-INCH AF8179'WHITE OAK, 19.20 M (62.99 FT) SOUTHWEST OF POWER POLE NO. 162--BOTH AF8179'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.89 (meters) GEOID03 FA3343 FA3343 HORZ ORDER - SECOND FA3343 FA3343.The North 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 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). FA3343. FA3343.In addition, the published North 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 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 GEOID03. FA3343 FA3343; North East Units Scale Factor Converg. FA3343;SPC NC - 187,427.254 340,265.391 MT 0.99987608 -1 42 42.4 FA3343;SPC NC - 614,917.58 1,116,354.04 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA3343!SPC NC - 0.99995381 x 0.99987608 = 0.99982990 FA3343!UTM 17 - 0.99995381 x 0.99969478 = 0.99964861 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 (07/19/86) 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_SP_SET: 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 = OCTOBER 5, 2005 FB2798 *********************************************************************** FB2798 DESIGNATION - BURGESS FB2798 PID - FB2798 FB2798 STATE/COUNTY- NC/RUTHERFORD FB2798 USGS QUAD - LAKE LURE (1987) FB2798 FB2798 *CURRENT SURVEY CONTROL FB2798 ___________________________________________________________________ FB2798* NAD 83(1986)- 35 24 11.40282(N) 082 11 48.37802(W) ADJUSTED FB2798* NAVD 88 - 360.5 (meters) 1183. (feet) VERTCON FB2798 ___________________________________________________________________ FB2798 LAPLACE CORR- -7.22 (seconds) DEFLEC99 FB2798 GEOID HEIGHT- -31.40 (meters) GEOID03 FB2798 FB2798 HORZ ORDER - SECOND FB2798 FB2798.The North Carolina HARNS have been completed but, FB2798.due to contractual restrictions, coordinates for these stations FB2798.will NOT be published in the near future. In the interim, the FB2798.published coordinates in North Carolina will not be FB2798.consistent with the Continuously Operating Reference Stations FB2798.(CORS). The HARN coordinates for these stations are available FB2798.upon request. Contact Gary Thompson(919-733-3836). FB2798. FB2798.In addition, the published North Carolina positions FB2798.(NAD 83 (1986)) are NOT consistent with those determined in FB2798.adjacent state readjustments. The discontinuity between stations FB2798.located in North Carolina and those in adjacent states FB2798.which have been adjusted to the HARN may be as much as 5 FB2798.decimeters. This will result in a significant loss of accuracy FB2798.over lines crossing such state borders. FB2798 FB2798 FB2798.The horizontal coordinates were established by classical geodetic methods FB2798.and adjusted by the National Geodetic Survey in July 1986. FB2798 FB2798.The NAVD 88 height was computed by applying the VERTCON shift value to FB2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2798 FB2798.The Laplace correction was computed from DEFLEC99 derived deflections. FB2798 FB2798.The geoid height was determined by GEOID03. FB2798 FB2798; North East Units Scale Factor Converg. FB2798;SPC NC - 188,060.842 319,298.567 MT 0.99987607 -1 50 42.3 FB2798;SPC NC - 616,996.28 1,047,565.38 sFT 0.99987607 -1 50 42.3 FB2798;UTM 17 - 3,918,411.852 391,328.340 MT 0.99974553 -0 41 36.2 FB2798 FB2798! - Elev Factor x Scale Factor = Combined Factor FB2798!SPC NC - 0.99994835 x 0.99987607 = 0.99982443 FB2798!UTM 17 - 0.99994835 x 0.99974553 = 0.99969389 FB2798 FB2798: Primary Azimuth Mark Grid Az FB2798:SPC NC - CANE CREEK 011 27 47.6 FB2798:UTM 17 - CANE CREEK 010 18 41.5 FB2798 FB2798|---------------------------------------------------------------------| FB2798| PID Reference Object Distance Geod. Az | FB2798| dddmmss.s | FB2798| FB2796 CANE CREEK APPROX. 0.7 KM 0093705.3 | FB2798| FB2797 CABIN 227.455 METERS 16519 | FB2798|---------------------------------------------------------------------| FB2798 FB2798 SUPERSEDED SURVEY CONTROL FB2798 FB2798 NAD 27 - 35 24 10.98883(N) 082 11 48.97457(W) AD( ) 2 FB2798 NGVD 29 (07/19/86) 360.6 (m) 1183. (f) VERT ANG FB2798 FB2798.Superseded values are not recommended for survey control. FB2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2798.See file dsdata.txt to determine how the superseded data were derived. FB2798 FB2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9132818412(NAD 83) FB2798_MARKER: DE = TRAVERSE STATION DISK FB2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2798_MAGNETIC: N = NO MAGNETIC MATERIAL FB2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2798+STABILITY: SURFACE MOTION FB2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB2798+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 FB2798 FB2798 HISTORY - Date Condition Report By FB2798 HISTORY - 1975 MONUMENTED NCGS FB2798 HISTORY - 19961127 GOOD USPSQD FB2798 HISTORY - 20050629 GOOD NCDOT FB2798 FB2798 STATION DESCRIPTION FB2798 FB2798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB2798'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTHEAST OF LAKE LURE FB2798'POST OFFICE AND 7.6 MILES NORTH OF MILL SPRING (POLK COUNTY). FB2798' FB2798'TO REACH THE STATION FROM THE INTERSECTION OF NC 9 AND US 64 AND US 74 FB2798'AT LAKE LURE, PROCEED SOUTH ALONG NC 9 FOR 0.85 MILE TO STATION ON THE FB2798'RIGHT, APPROXIMATELY 350 FEET NORTH OF POLK - RUTHERFORD COUNTY LINE, FB2798'ON NORTH SIDE OF DRIVEWAY ENTRANCE TO BURGESS RESIDENCE, AND 0.4 MILE FB2798'NORTH OF T INTERSECTION WITH SR 1164 (WEST). FB2798' FB2798'STATION MARK IS A STANDARD DISK, STAMPED---BURGESS 1975---, SET IN THE FB2798'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND FB2798'SURFACE. MARK IS 21.9 FEET WEST OF THE CENTERLINE OF NC 9, 32.5 FEET FB2798'SOUTH OF POWER POLE WITH REFERENCE TAG, 16.0 FEET SOUTHEAST OF 8 INCH FB2798'WILD CHERRY WITH REFERENCE TAG AND 12.9 FEET EAST OF 6 INCH PINE WITH FB2798'REFERENCE TAG. FB2798 FB2798 STATION RECOVERY (1996) FB2798 FB2798'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2798'RECOVERED IN GOOD CONDITION. FB2798 FB2798 STATION RECOVERY (2005) FB2798 FB2798'RECOVERY NOTE BY NC DOT 2005 (JIJ) FB2798'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1373 *********************************************************************** FA1373 DESIGNATION - BURL FA1373 PID - FA1373 FA1373 STATE/COUNTY- NC/RUTHERFORD FA1373 USGS QUAD - FOREST CITY (1993) FA1373 FA1373 *CURRENT SURVEY CONTROL FA1373 ___________________________________________________________________ FA1373* NAD 83(1986)- 35 18 58.52176(N) 081 49 45.11052(W) ADJUSTED FA1373* NAVD 88 - 272.764 (meters) 894.89 (feet) ADJUSTED FA1373 ___________________________________________________________________ FA1373 LAPLACE CORR- -0.06 (seconds) DEFLEC99 FA1373 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1373 DYNAMIC HT - 272.495 (meters) 894.01 (feet) COMP FA1373 MODELED GRAV- 979,640.4 (mgal) NAVD 88 FA1373 FA1373 HORZ ORDER - SECOND FA1373 VERT ORDER - SECOND CLASS II FA1373 FA1373.The North Carolina HARNS have been completed but, FA1373.due to contractual restrictions, coordinates for these stations FA1373.will NOT be published in the near future. In the interim, the FA1373.published coordinates in North Carolina will not be FA1373.consistent with the Continuously Operating Reference Stations FA1373.(CORS). The HARN coordinates for these stations are available FA1373.upon request. Contact Gary Thompson(919-733-3836). FA1373. FA1373.In addition, the published North Carolina positions FA1373.(NAD 83 (1986)) are NOT consistent with those determined in FA1373.adjacent state readjustments. The discontinuity between stations FA1373.located in North Carolina and those in adjacent states FA1373.which have been adjusted to the HARN may be as much as 5 FA1373.decimeters. This will result in a significant loss of accuracy FA1373.over lines crossing such state borders. FA1373 FA1373 FA1373.The horizontal coordinates were established by classical geodetic methods FA1373.and adjusted by the National Geodetic Survey in July 1986. FA1373 FA1373.The orthometric height was determined by differential leveling FA1373.and adjusted by the National Geodetic Survey in June 1991. FA1373 FA1373.The Laplace correction was computed from DEFLEC99 derived deflections. FA1373 FA1373.The geoid height was determined by GEOID03. FA1373 FA1373.The dynamic height is computed by dividing the NAVD 88 FA1373.geopotential number by the normal gravity value computed on the FA1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1373.degrees latitude (g = 980.6199 gals.). FA1373 FA1373.The modeled gravity was interpolated from observed gravity values. FA1373 FA1373; North East Units Scale Factor Converg. FA1373;SPC NC - 177,410.249 352,394.061 MT 0.99987322 -1 37 58.5 FA1373;SPC NC - 582,053.46 1,156,146.18 sFT 0.99987322 -1 37 58.5 FA1373;UTM 17 - 3,908,430.886 424,625.768 MT 0.99967001 -0 28 45.7 FA1373 FA1373! - Elev Factor x Scale Factor = Combined Factor FA1373!SPC NC - 0.99996221 x 0.99987322 = 0.99983543 FA1373!UTM 17 - 0.99996221 x 0.99967001 = 0.99963223 FA1373 FA1373: Primary Azimuth Mark Grid Az FA1373:SPC NC - COWAN 055 59 07.5 FA1373:UTM 17 - COWAN 054 49 54.7 FA1373 FA1373|---------------------------------------------------------------------| FA1373| PID Reference Object Distance Geod. Az | FA1373| dddmmss.s | FA1373| FA1372 COWAN APPROX. 0.7 KM 0542109.0 | FA1373|---------------------------------------------------------------------| FA1373 FA1373 SUPERSEDED SURVEY CONTROL FA1373 FA1373 NAD 27 - 35 18 58.07239(N) 081 49 45.74963(W) AD( ) 2 FA1373 NGVD 29 (??/??/92) 273.011 (m) 895.70 (f) ADJ UNCH 2 2 FA1373 FA1373.Superseded values are not recommended for survey control. FA1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1373.See file dsdata.txt to determine how the superseded data were derived. FA1373 FA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2462608431(NAD 83) FA1373_MARKER: DE = TRAVERSE STATION DISK FA1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1373_STAMPING: BURL 1972 FA1373_MARK LOGO: NCGS FA1373_MAGNETIC: N = NO MAGNETIC MATERIAL FA1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1373+STABILITY: SURFACE MOTION FA1373 FA1373 HISTORY - Date Condition Report By FA1373 HISTORY - 1972 MONUMENTED NCGS FA1373 HISTORY - 19731001 GOOD NCGS FA1373 HISTORY - 19830101 GOOD NCGS FA1373 HISTORY - 19960524 GOOD USPSQD FA1373 FA1373 STATION DESCRIPTION FA1373 FA1373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1373'BURL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1373'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1373' FA1373'BURL IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF FOREST CITY AND FA1373'3.0 MILES NORTHWEST OF CAROLEEN. TO REACH STATION FROM THE FA1373'INTERSECTION OF US 74 BYPASS WITH US 221A SOUTH OF FOREST CITY, FA1373'PROCEED EAST ALONG US 74 BYPASS FOR 1.55 MILES TO OLD CAROLEEN FA1373'ROAD (SR 1901), THENCE SOUTH ALONG OLD CAROLEEN ROAD FOR 0.05 MILE FA1373'TO MAIN ENTRANCE TO BURLINGTON INDUSTRY PLANT, AND STATION ON LEFT FA1373'IN NORTHEAST QUADRANT. FA1373' FA1373'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BURL FA1373'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1373'FLUSH WITH THE GROUND. FA1373' FA1373'MARK IS FA1373'41.8 FEET E OF C/L OF SR 1901. FA1373'24.5 FEET N OF C/L OF DRIVE TO PLANT. FA1373'12.0 FEET WSW OF SW CORNER OF CONCRETE BASE OF METAL LAMP POLE. FA1373'22.6 FEET S OF SOUTHERNMOST FENCE POST FROM NORTH. FA1373'97.5 FEET S OF POWER SERVICE POLE WITH ALUMINUM REF. TAG. FA1373'76.8 FEET ENE OF 10 INCH OAK WITH ALUMINUM REF. TAG. FA1373'39.5 FEET SSW OF 24 INCH MANHOLE (WATER) IN CENTER OF A 5X10 FA1373'CONCRETE SLAB. FA1373 FA1373 STATION RECOVERY (1973) FA1373 FA1373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1373'2.2 MI SE OF FOREST CITY. FA1373'TO REACH STATION FROM US 221A OVERPASS OF US 74 BYPASS SOUTH OF FOREST FA1373'CITY, PROCEED EAST ALONG US 74 BYPASS FOR 1.55 MILES TO OLD CAROLEEN FA1373'ROAD (SR 1901), THENCE SOUTH ALONG OLD CAROLEEN ROAD FOR 0.05 MILE TO FA1373'MAIN ENTRANCE TO BURLINGTON INDUSTRY PLANT, AND STATION ON LEFT IN FA1373'NORTHEAST QUADRANT. 41.8 FEET EAST OF CENTERLINE OF SR 1901, 24.5 FA1373'FEET NORTH OF CENTERLINE OF DRIVE TO PLANT, 12.0 FEET WEST-SOUTHWEST FA1373'OF SOUTHWEST OF CONCRETE BASE OF METAL LAMP POLE, 22.6 FEET SOUTH OF FA1373'SOUTHERNMOST FENCE POST FROM NORTH, 97.5 FEET SOUTH OF POWER SERVICE FA1373'POLE WITH ALUMINUM REFERENCE TAG, 76.8 FEET EAST-NORTHEAST OF 10-INCH FA1373'OAK WITH ALUMINUM REFERENCE TAG, AND 39.5 FEET SOUTH-SOUTHWEST OF FA1373'24-INCH MANHOLE (WATER) IN CENTER OF A 5- BY 10-FOOT CONCRETE SLAB. FA1373 FA1373 STATION RECOVERY (1983) FA1373 FA1373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1373'RECOVERED AS DESCRIBED. FA1373 FA1373 STATION RECOVERY (1996) FA1373 FA1373'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1373'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2790 *********************************************************************** FB2790 DESIGNATION - BUZZARD FB2790 PID - FB2790 FB2790 STATE/COUNTY- NC/RUTHERFORD FB2790 USGS QUAD - LAKE LURE (1987) FB2790 FB2790 *CURRENT SURVEY CONTROL FB2790 ___________________________________________________________________ FB2790* NAD 83(1986)- 35 26 42.20363(N) 082 10 33.99371(W) ADJUSTED FB2790* NAVD 88 - 445.4 (meters) 1461. (feet) VERTCON FB2790 ___________________________________________________________________ FB2790 LAPLACE CORR- -6.70 (seconds) DEFLEC99 FB2790 GEOID HEIGHT- -31.38 (meters) GEOID03 FB2790 FB2790 HORZ ORDER - SECOND FB2790 FB2790.The North Carolina HARNS have been completed but, FB2790.due to contractual restrictions, coordinates for these stations FB2790.will NOT be published in the near future. In the interim, the FB2790.published coordinates in North Carolina will not be FB2790.consistent with the Continuously Operating Reference Stations FB2790.(CORS). The HARN coordinates for these stations are available FB2790.upon request. Contact Gary Thompson(919-733-3836). FB2790. FB2790.In addition, the published North Carolina positions FB2790.(NAD 83 (1986)) are NOT consistent with those determined in FB2790.adjacent state readjustments. The discontinuity between stations FB2790.located in North Carolina and those in adjacent states FB2790.which have been adjusted to the HARN may be as much as 5 FB2790.decimeters. This will result in a significant loss of accuracy FB2790.over lines crossing such state borders. FB2790 FB2790 FB2790.The horizontal coordinates were established by classical geodetic methods FB2790.and adjusted by the National Geodetic Survey in July 1986. FB2790 FB2790.The NAVD 88 height was computed by applying the VERTCON shift value to FB2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2790 FB2790.The Laplace correction was computed from DEFLEC99 derived deflections. FB2790 FB2790.The geoid height was determined by GEOID03. FB2790 FB2790; North East Units Scale Factor Converg. FB2790;SPC NC - 192,645.192 321,322.945 MT 0.99987826 -1 49 59.4 FB2790;SPC NC - 632,036.77 1,054,207.03 sFT 0.99987826 -1 49 59.4 FB2790;UTM 17 - 3,923,035.333 393,259.934 MT 0.99974040 -0 40 55.6 FB2790 FB2790! - Elev Factor x Scale Factor = Combined Factor FB2790!SPC NC - 0.99993503 x 0.99987826 = 0.99981329 FB2790!UTM 17 - 0.99993503 x 0.99974040 = 0.99967544 FB2790 FB2790: Primary Azimuth Mark Grid Az FB2790:SPC NC - CANE CREEK 205 38 57.0 FB2790:UTM 17 - CANE CREEK 204 29 53.2 FB2790 FB2790|---------------------------------------------------------------------| FB2790| PID Reference Object Distance Geod. Az | FB2790| dddmmss.s | FB2790| FB2796 CANE CREEK APPROX. 4.4 KM 2034857.6 | FB2790|---------------------------------------------------------------------| FB2790 FB2790 SUPERSEDED SURVEY CONTROL FB2790 FB2790 NAD 27 - 35 26 41.79594(N) 082 10 34.60836(W) AD( ) 2 FB2790 NGVD 29 (07/19/86) 445.5 (m) 1462. (f) VERT ANG FB2790 FB2790.Superseded values are not recommended for survey control. FB2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2790.See file dsdata.txt to determine how the superseded data were derived. FB2790 FB2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9326023035(NAD 83) FB2790_MARKER: DE = TRAVERSE STATION DISK FB2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2790_MAGNETIC: N = NO MAGNETIC MATERIAL FB2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2790+STABILITY: SURFACE MOTION FB2790 FB2790 HISTORY - Date Condition Report By FB2790 HISTORY - 1975 MONUMENTED NCGS FB2790 FB2790 STATION DESCRIPTION FB2790 FB2790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB2790'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES EAST-NORTHEAST OF LAKE FB2790'LURE POST OFFICE ON TOP OF BUZZARDS ROOST. FB2790' FB2790'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 74 AND SR 1008 FB2790'(BILLS CREEK RD.) IN SMALL COMMUNITY OF UREE NEAR LAKE LURE, PROCEED FB2790'NORTH ALONG SR 1008 FOR 1.95 MILES TO INTERSECTION WITH SR 1306 FB2790'(BUFFALO CREEK RD.), THENCE WEST ALONG SR 1306 FOR 1.35 MILES TO L. G. FB2790'LOWDEES DRIVEWAY, THENCE SOUTH ALONG DRIVEWAY FOR 0.1 MILE TO GATE ON FB2790'LEFT, THENCE SOUTH ACROSS PASTURE FOR 0.1 MILE AND ACROSS WOODEN FB2790'BRIDGE TO SECOND GATE, THENCE WEST AND SOUTH UP GRADE ALONG WOODS ROAD FB2790'FOR 0.75 MILE TO TOP OF HILL AND STATION NEAR HIGHEST POINT ON FB2790'BUZZARDS ROOST. FB2790' FB2790'STATION MARK IS A STANDARD DISK, STAMPED---BUZZARD 1975---, SET IN THE FB2790'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE FB2790'GROUND SURFACE. MARK IS 14.4 FEET WEST-SOUTHWEST OF 12 INCH WHITE OAK FB2790'WITH REFERENCE TAG, 27.2 FEET SOUTH OF 14 INCH OAK WITH REFERENCE TAG, FB2790'42.9 FEET EAST-SOUTHEAST OF 6 INCH JACK PINE WITH REFERENCE TAG, 29.0 FB2790'FEET WEST-NORTHWEST OF 8 INCH WILD CHERRY WITH REFERENCE TAG AND 50.5 FB2790'FEET EAST-NORTHEAST OF 5 INCH WILD CHERRY WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2796 *********************************************************************** FB2796 DESIGNATION - CANE CREEK FB2796 PID - FB2796 FB2796 STATE/COUNTY- NC/RUTHERFORD FB2796 USGS QUAD - LAKE LURE (1987) FB2796 FB2796 *CURRENT SURVEY CONTROL FB2796 ___________________________________________________________________ FB2796* NAD 83(1986)- 35 24 32.22358(N) 082 11 44.06825(W) ADJUSTED FB2796* NAVD 88 - 370.4 (meters) 1215. (feet) VERTCON FB2796 ___________________________________________________________________ FB2796 LAPLACE CORR- -7.38 (seconds) DEFLEC99 FB2796 GEOID HEIGHT- -31.39 (meters) GEOID03 FB2796 FB2796 HORZ ORDER - SECOND FB2796 FB2796.The North Carolina HARNS have been completed but, FB2796.due to contractual restrictions, coordinates for these stations FB2796.will NOT be published in the near future. In the interim, the FB2796.published coordinates in North Carolina will not be FB2796.consistent with the Continuously Operating Reference Stations FB2796.(CORS). The HARN coordinates for these stations are available FB2796.upon request. Contact Gary Thompson(919-733-3836). FB2796. FB2796.In addition, the published North Carolina positions FB2796.(NAD 83 (1986)) are NOT consistent with those determined in FB2796.adjacent state readjustments. The discontinuity between stations FB2796.located in North Carolina and those in adjacent states FB2796.which have been adjusted to the HARN may be as much as 5 FB2796.decimeters. This will result in a significant loss of accuracy FB2796.over lines crossing such state borders. FB2796 FB2796 FB2796.The horizontal coordinates were established by classical geodetic methods FB2796.and adjusted by the National Geodetic Survey in July 1986. FB2796 FB2796.The NAVD 88 height was computed by applying the VERTCON shift value to FB2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2796 FB2796.The Laplace correction was computed from DEFLEC99 derived deflections. FB2796 FB2796.The geoid height was determined by GEOID03. FB2796 FB2796; North East Units Scale Factor Converg. FB2796;SPC NC - 188,698.602 319,427.894 MT 0.99987634 -1 50 39.8 FB2796;SPC NC - 619,088.66 1,047,989.68 sFT 0.99987634 -1 50 39.8 FB2796;UTM 17 - 3,919,051.999 391,444.808 MT 0.99974522 -0 41 34.1 FB2796 FB2796! - Elev Factor x Scale Factor = Combined Factor FB2796!SPC NC - 0.99994680 x 0.99987634 = 0.99982314 FB2796!UTM 17 - 0.99994680 x 0.99974522 = 0.99969203 FB2796 FB2796: Primary Azimuth Mark Grid Az FB2796:SPC NC - BURGESS 191 27 47.6 FB2796:UTM 17 - BURGESS 190 18 41.9 FB2796 FB2796|---------------------------------------------------------------------| FB2796| PID Reference Object Distance Geod. Az | FB2796| dddmmss.s | FB2796| FB2798 BURGESS APPROX. 0.7 KM 1893707.8 | FB2796|---------------------------------------------------------------------| FB2796 FB2796 SUPERSEDED SURVEY CONTROL FB2796 FB2796 NAD 27 - 35 24 31.80928(N) 082 11 44.66707(W) AD( ) 2 FB2796 NGVD 29 (07/19/86) 370.5 (m) 1216. (f) VERT ANG FB2796 FB2796.Superseded values are not recommended for survey control. FB2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2796.See file dsdata.txt to determine how the superseded data were derived. FB2796 FB2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9144519052(NAD 83) FB2796_MARKER: DE = TRAVERSE STATION DISK FB2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2796_MAGNETIC: N = NO MAGNETIC MATERIAL FB2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2796+STABILITY: SURFACE MOTION FB2796 FB2796 HISTORY - Date Condition Report By FB2796 HISTORY - 1975 MONUMENTED NCGS FB2796 HISTORY - 19961127 MARK NOT FOUND USPSQD FB2796 FB2796 STATION DESCRIPTION FB2796 FB2796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB2796'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHEAST OF LAKE LURE FB2796'POST OFFICE AND 8.0 MILES NORTH OF MILL SPRING (POLK COUNTY). FB2796' FB2796'TO REACH THE STATION FROM THE INTERSECTION OF NC 9 AND US 64 AND US 74 FB2796'AT LAKE LURE, PROCEED SOUTH ALONG NC 9 FOR 0.45 MILE TO CANE CREEK FB2796'CHURCH ON THE LEFT AND STATION NEAR SOUTHEAST CORNER OF CHURCH, AND FB2796'APPROXIMATELY 400 FEET EAST OF NC 9. FB2796' FB2796'STATION MARK IS A STANDARD DISK, STAMPED---CANE CREEK 1975---, SET IN FB2796'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE FB2796'GROUND SURFACE. MARK IS 3.3 FEET SOUTH OF SOUTHEAST CORNER OF CHURCH, FB2796'15.0 FEET NORTHWEST OF NORTHWEST EDGE OF HARRIS HEADSTONE, 93.0 FEET FB2796'NORTHEAST OF LIGHT POLE WITH REFERENCE TAG AND 10.3 FEET EAST OF EAST FB2796'PORCH PILLAR. FB2796 FB2796 STATION RECOVERY (1996) FB2796 FB2796'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2796'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8599 *********************************************************************** AE8599 DESIGNATION - CARMEL AE8599 PID - AE8599 AE8599 STATE/COUNTY- NC/RUTHERFORD AE8599 USGS QUAD - GLENWOOD (1993) AE8599 AE8599 *CURRENT SURVEY CONTROL AE8599 ___________________________________________________________________ AE8599* NAD 83(1986)- 35 30 53.43803(N) 081 58 22.33873(W) ADJUSTED AE8599* NAVD 88 - 306.414 (meters) 1005.29 (feet) ADJUSTED AE8599 ___________________________________________________________________ AE8599 LAPLACE CORR- -2.32 (seconds) DEFLEC99 AE8599 GEOID HEIGHT- -31.79 (meters) GEOID03 AE8599 DYNAMIC HT - 306.110 (meters) 1004.30 (feet) COMP AE8599 MODELED GRAV- 979,633.2 (mgal) NAVD 88 AE8599 AE8599 HORZ ORDER - SECOND AE8599 VERT ORDER - SECOND CLASS II AE8599 AE8599.The North Carolina HARNS have been completed but, AE8599.due to contractual restrictions, coordinates for these stations AE8599.will NOT be published in the near future. In the interim, the AE8599.published coordinates in North Carolina will not be AE8599.consistent with the Continuously Operating Reference Stations AE8599.(CORS). The HARN coordinates for these stations are available AE8599.upon request. Contact Gary Thompson(919-733-3836). AE8599. AE8599.In addition, the published North Carolina positions AE8599.(NAD 83 (1986)) are NOT consistent with those determined in AE8599.adjacent state readjustments. The discontinuity between stations AE8599.located in North Carolina and those in adjacent states AE8599.which have been adjusted to the HARN may be as much as 5 AE8599.decimeters. This will result in a significant loss of accuracy AE8599.over lines crossing such state borders. AE8599 AE8599 AE8599.The horizontal coordinates were established by classical geodetic methods AE8599.and adjusted by the National Geodetic Survey in June 1998. AE8599 AE8599.The orthometric height was determined by differential leveling AE8599.and adjusted by the National Geodetic Survey in May 1998. AE8599 AE8599.The Laplace correction was computed from DEFLEC99 derived deflections. AE8599 AE8599.The geoid height was determined by GEOID03. AE8599 AE8599.The dynamic height is computed by dividing the NAVD 88 AE8599.geopotential number by the normal gravity value computed on the AE8599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8599.degrees latitude (g = 980.6199 gals.). AE8599 AE8599.The modeled gravity was interpolated from observed gravity values. AE8599 AE8599; North East Units Scale Factor Converg. AE8599;SPC NC - 199,812.338 339,995.826 MT 0.99988310 -1 42 57.1 AE8599;SPC NC - 655,550.98 1,115,469.64 sFT 0.99988310 -1 42 57.1 AE8599;UTM 17 - 3,930,574.834 411,782.080 MT 0.99969590 -0 33 54.7 AE8599 AE8599! - Elev Factor x Scale Factor = Combined Factor AE8599!SPC NC - 0.99995690 x 0.99988310 = 0.99984000 AE8599!UTM 17 - 0.99995690 x 0.99969590 = 0.99965281 AE8599 AE8599 SUPERSEDED SURVEY CONTROL AE8599 AE8599 NAVD 88 (06/09/98) 306.41 (m) 1005.3 (f) LEVELING 3 AE8599 AE8599.Superseded values are not recommended for survey control. AE8599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8599.See file dsdata.txt to determine how the superseded data were derived. AE8599 AE8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1178230575(NAD 83) AE8599_MARKER: DE = TRAVERSE STATION DISK AE8599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8599_STAMPING: CARMEL 1983 AE8599_MARK LOGO: NCGS AE8599_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE8599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8599+STABILITY: SURFACE MOTION AE8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8599+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989 AE8599 AE8599 HISTORY - Date Condition Report By AE8599 HISTORY - 1983 MONUMENTED NCGS AE8599 HISTORY - 19890215 GOOD NCGS AE8599 HISTORY - 19900304 GOOD NCGS AE8599 AE8599 STATION DESCRIPTION AE8599 AE8599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 AE8599'STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) SOUTH OF THERMAL CITY, 10.2 AE8599'MI (16.4 KM) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 9.65 MI (15.53 AE8599'KM) NORTH OF THE US 64-US 74 OVERPASS IN NORTH RUTHERFORDTON, IN THE AE8599'EAST SHOULDER, OR 0.3 MI (0.5 KM) SOUTH OF SR 1321 (AT THERMAL CITY). AE8599'MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 19.0 FT (5.8 M) EAST AE8599'OF THE CENTERLINE OF US 221, 2.0 FT (0.6 M) WEST OF THE GUARD RAIL, AE8599'8.3 FT (2.5 M) NORTH-NORTHWEST OF A PAINTED GUARD RAIL POST, AND 5.0 AE8599'FT (1.5 M) SOUTH-SOUTHWEST OF A PAINTED GUARD RAIL POST. AE8599 AE8599 STATION RECOVERY (1990) AE8599 AE8599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE8599'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1374 *********************************************************************** FA1374 DESIGNATION - CAROL FA1374 PID - FA1374 FA1374 STATE/COUNTY- NC/RUTHERFORD FA1374 USGS QUAD - FOREST CITY (1993) FA1374 FA1374 *CURRENT SURVEY CONTROL FA1374 ___________________________________________________________________ FA1374* NAD 83(1986)- 35 18 54.47454(N) 081 50 19.78661(W) ADJUSTED FA1374* NAVD 88 - 262.606 (meters) 861.57 (feet) ADJUSTED FA1374 ___________________________________________________________________ FA1374 LAPLACE CORR- -0.21 (seconds) DEFLEC99 FA1374 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1374 DYNAMIC HT - 262.347 (meters) 860.72 (feet) COMP FA1374 MODELED GRAV- 979,640.7 (mgal) NAVD 88 FA1374 FA1374 HORZ ORDER - SECOND FA1374 VERT ORDER - SECOND CLASS II FA1374 FA1374.The North Carolina HARNS have been completed but, FA1374.due to contractual restrictions, coordinates for these stations FA1374.will NOT be published in the near future. In the interim, the FA1374.published coordinates in North Carolina will not be FA1374.consistent with the Continuously Operating Reference Stations FA1374.(CORS). The HARN coordinates for these stations are available FA1374.upon request. Contact Gary Thompson(919-733-3836). FA1374. FA1374.In addition, the published North Carolina positions FA1374.(NAD 83 (1986)) are NOT consistent with those determined in FA1374.adjacent state readjustments. The discontinuity between stations FA1374.located in North Carolina and those in adjacent states FA1374.which have been adjusted to the HARN may be as much as 5 FA1374.decimeters. This will result in a significant loss of accuracy FA1374.over lines crossing such state borders. FA1374 FA1374 FA1374.The horizontal coordinates were established by classical geodetic methods FA1374.and adjusted by the National Geodetic Survey in July 1986. FA1374 FA1374.The orthometric height was determined by differential leveling FA1374.and adjusted by the National Geodetic Survey in June 1991. FA1374 FA1374.The Laplace correction was computed from DEFLEC99 derived deflections. FA1374 FA1374.The geoid height was determined by GEOID03. FA1374 FA1374.The dynamic height is computed by dividing the NAVD 88 FA1374.geopotential number by the normal gravity value computed on the FA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1374.degrees latitude (g = 980.6199 gals.). FA1374 FA1374.The modeled gravity was interpolated from observed gravity values. FA1374 FA1374; North East Units Scale Factor Converg. FA1374;SPC NC - 177,310.586 351,515.050 MT 0.99987320 -1 38 18.6 FA1374;SPC NC - 581,726.48 1,153,262.29 sFT 0.99987320 -1 38 18.6 FA1374;UTM 17 - 3,908,313.571 423,749.119 MT 0.99967165 -0 29 05.7 FA1374 FA1374! - Elev Factor x Scale Factor = Combined Factor FA1374!SPC NC - 0.99996380 x 0.99987320 = 0.99983700 FA1374!UTM 17 - 0.99996380 x 0.99967165 = 0.99963546 FA1374 FA1374: Primary Azimuth Mark Grid Az FA1374:SPC NC - FOREST 275 15 48.9 FA1374:UTM 17 - FOREST 274 06 36.0 FA1374 FA1374|---------------------------------------------------------------------| FA1374| PID Reference Object Distance Geod. Az | FA1374| dddmmss.s | FA1374| FA1338 FOREST APPROX. 1.5 KM 2733730.3 | FA1374|---------------------------------------------------------------------| FA1374 FA1374 SUPERSEDED SURVEY CONTROL FA1374 FA1374 NAD 27 - 35 18 54.02371(N) 081 50 20.42450(W) AD( ) 2 FA1374 NGVD 29 (??/??/92) 262.855 (m) 862.38 (f) ADJ UNCH 2 2 FA1374 FA1374.Superseded values are not recommended for survey control. FA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1374.See file dsdata.txt to determine how the superseded data were derived. FA1374 FA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2374908314(NAD 83) FA1374_MARKER: DE = TRAVERSE STATION DISK FA1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1374_STAMPING: CAROL 1972 FA1374_MARK LOGO: NCGS FA1374_PROJECTION: PROJECTING 5 CENTIMETERS FA1374_MAGNETIC: N = NO MAGNETIC MATERIAL FA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1374+STABILITY: SURFACE MOTION FA1374 FA1374 HISTORY - Date Condition Report By FA1374 HISTORY - 1972 MONUMENTED NCGS FA1374 HISTORY - 19731001 GOOD NCGS FA1374 HISTORY - 19830101 GOOD NCGS FA1374 HISTORY - 19960524 GOOD USPSQD FA1374 FA1374 STATION DESCRIPTION FA1374 FA1374'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1374'CAROL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1374'VICINITY OF ALEXANDER MILLS, NORTH CAROLINA. FA1374' FA1374'CAROL IS LOCATED 1.1 MILES EAST OF ALEXANDER MILLS, AND 1.9 MILES SE FA1374'OF FOREST CITY. TO REACH STATION FROM INTERSECTION US 74 BYPASS FA1374'WITH US 221A SOUTH OF FOREST CITY, PROCEED EAST ALONG US 74 FOR 1.0 FA1374'MILES TO STATION ON THE RIGHT, 0.55 MILES WEST OF INTERSECTION WITH FA1374'OLD CAROLEEN ROAD. FA1374' FA1374'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAROL FA1374'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1374'PROJECTING 2 INCHES ABOVE THE GROUND. FA1374' FA1374'MARK IS FA1374'43.4 FEET S OF C/L OF US 74 BYPASS EAST BOUND LANE. FA1374'89.7 FEET ENE OF 10 INCH POPLAR W/ALUMINUM REF. TAG. FA1374'124.5 FEET E OF EASTERMOST GUARD RAIL POST ALONG SOUTH SIDE OF FA1374'EAST BOUND LANE. FA1374'79.5 FEET NW OF CENTER BRACE POLE IN FENCE LINE WITH R/W FA1374'MARKER AT ITS BASE. FA1374 FA1374 STATION RECOVERY (1973) FA1374 FA1374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1374'1.9 MI SE OF FOREST CITY. FA1374'TO REACH STATION FROM THE US 221A OVERPASS OF US 74 BYPASS SOUTH OF FA1374'FOREST CITY, PROCEED EAST ALONG US 74 FOR 1.0 MILE TO STATION ON THE FA1374'RIGHT, 0.55 MILE WEST OF INTERSECTION WITH OLD CAROLEEN ROAD (SR FA1374'1901). 43.4 FEET SOUTH OF CENTERLINE OF US 74 BYPASS EASTBOUND LANE, FA1374'89.7 FEET EAST NORTHEAST OF 10-INCH POPLAR WITH ALUMINUM REFERENCE FA1374'TAG, 124.5 FEET EAST OF EASTERN-MOST GUARDRAIL POST ALONG SOUTH SIDE FA1374'OF EASTBOUND LANE, AND 79.5 FEET NORTHWEST OF CENTER BRACE POLE IN FA1374'FENCE LINE WITH RIGHT OF WAY MARKER (AT ITS BASE). DISK IS SET IN FA1374'CONCRETE CYLINDER, 2 INCHES ABOVE THE GROUND. FA1374 FA1374 STATION RECOVERY (1983) FA1374 FA1374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1374'RECOVERED AS DESCRIBED. FA1374 FA1374 STATION RECOVERY (1996) FA1374 FA1374'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1374'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7944 *********************************************************************** AF7944 DESIGNATION - CEDAR CREEK AZ MK AF7944 PID - AF7944 AF7944 STATE/COUNTY- NC/RUTHERFORD AF7944 USGS QUAD - MOFFITT HILL (1994) AF7944 AF7944 *CURRENT SURVEY CONTROL AF7944 ___________________________________________________________________ AF7944* NAD 83(1986)- 35 31 19.93140(N) 082 10 11.29490(W) ADJUSTED AF7944* NAVD 88 - 370.7 (meters) 1216. (feet) VERT ANG AF7944 ___________________________________________________________________ AF7944 LAPLACE CORR- -7.60 (seconds) DEFLEC99 AF7944 GEOID HEIGHT- -31.17 (meters) GEOID03 AF7944 AF7944 HORZ ORDER - SECOND AF7944 AF7944.The North Carolina HARNS have been completed but, AF7944.due to contractual restrictions, coordinates for these stations AF7944.will NOT be published in the near future. In the interim, the AF7944.published coordinates in North Carolina will not be AF7944.consistent with the Continuously Operating Reference Stations AF7944.(CORS). The HARN coordinates for these stations are available AF7944.upon request. Contact Gary Thompson(919-733-3836). AF7944. AF7944.In addition, the published North Carolina positions AF7944.(NAD 83 (1986)) are NOT consistent with those determined in AF7944.adjacent state readjustments. The discontinuity between stations AF7944.located in North Carolina and those in adjacent states AF7944.which have been adjusted to the HARN may be as much as 5 AF7944.decimeters. This will result in a significant loss of accuracy AF7944.over lines crossing such state borders. AF7944 AF7944 AF7944.The horizontal coordinates were established by classical geodetic methods AF7944.and adjusted by the National Geodetic Survey in June 1998. AF7944 AF7944.The orthometric height was determined by vertical angle observations. AF7944 AF7944.The Laplace correction was computed from DEFLEC99 derived deflections. AF7944 AF7944.The geoid height was determined by GEOID03. AF7944 AF7944; North East Units Scale Factor Converg. AF7944;SPC NC - 201,180.891 322,168.273 MT 0.99988369 -1 49 46.3 AF7944;SPC NC - 660,040.97 1,056,980.41 sFT 0.99988369 -1 49 46.3 AF7944;UTM 17 - 3,931,585.075 393,933.625 MT 0.99973864 -0 40 47.1 AF7944 AF7944! - Elev Factor x Scale Factor = Combined Factor AF7944!SPC NC - 0.99994670 x 0.99988369 = 0.99983040 AF7944!UTM 17 - 0.99994670 x 0.99973864 = 0.99968536 AF7944 AF7944 SUPERSEDED SURVEY CONTROL AF7944 AF7944.No superseded survey control is available for this station. AF7944 AF7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9393431585(NAD 83) AF7944_MARKER: DZ = AZIMUTH MARK DISK AF7944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7944_STAMPING: CEDAR CREEK 1990 AF7944_MARK LOGO: NCGS AF7944_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF7944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7944+STABILITY: SURFACE MOTION AF7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7944+SATELLITE: SATELLITE OBSERVATIONS - 1990 AF7944 AF7944 HISTORY - Date Condition Report By AF7944 HISTORY - 1990 MONUMENTED NCGS AF7944 HISTORY - 20040318 MARK NOT FOUND USPSQD AF7944 AF7944 STATION DESCRIPTION AF7944 AF7944'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AF7944'STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF LAKE LURE AND 15.9 AF7944'MI (25.6 KM) NORTHWEST OF RUTHERFORDTON.$PROCEED ALONG SR 1306 AF7944'(BUFFALO SHOALS ROAD) FOR 4.4 MI (7.1 KM) NORTH FROM US 64-74 (ON EAST AF7944'SIDE OF THE LAKE LURE), THENCE NORTH ALONG SR 1314 (BUFFALO CREEK AF7944'ROAD) FOR 4.0 MI (6.4 KM) TO SR 1312 (CEDAR CREEK ROAD), TURN LEFT AND AF7944'CONTINUE NORTH ALONG SR 1314 (CEDAR CREEK ROAD) FOR 1.2 MI (1.9 KM) , AF7944'TO STATION IN EAST SHOULDER.$MARK IS LEVEL WITH ROAD AND RECESSED 3 AF7944'INCHES BELOW GROUND. LOCATED 12.1 FT (3.7 M) EAST OF THE CENTERLINE OF AF7944'ROAD, 182.1 FT (55.5 M) SOUTH OF THE CENTERLINE OF ROAD AT DRIVE AF7944'LEADING WEST TO--VESS--RESIDENCE--AND 3.9 FT (1.2 M) NORTH-NORTHWEST AF7944'OF A FENCE POST, 40.2 FT (12.3 M) EAST OF A FENCE POST, 128.0 FT (39.0 AF7944'M) NORTH-NORTHEAST OF A 14-INCH GUM AT A T-FENCE CORNER--ALL THREE AF7944'WITH REFERENCE TAGS. AF7944 AF7944 STATION RECOVERY (2004) AF7944 AF7944'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB) AF7944'INFORMATION FROM LOCAL RESIDENT STATED ROAD REBUILT ABOUT 2000 AND AF7944'STATION MAY HAVE BEEN DESTROYED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8236 *********************************************************************** AF8236 DESIGNATION - CEDAR GROVE AF8236 PID - AF8236 AF8236 STATE/COUNTY- NC/RUTHERFORD AF8236 USGS QUAD - FINGERVILLE EAST (1993) AF8236 AF8236 *CURRENT SURVEY CONTROL AF8236 ___________________________________________________________________ AF8236* NAD 83(1986)- 35 11 17.35708(N) 081 57 29.71634(W) ADJUSTED AF8236* NAVD 88 - 300.6 (meters) 986. (feet) VERT ANG AF8236 ___________________________________________________________________ AF8236 LAPLACE CORR- -0.50 (seconds) DEFLEC99 AF8236 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8236 AF8236 HORZ ORDER - SECOND AF8236 AF8236.The North Carolina HARNS have been completed but, AF8236.due to contractual restrictions, coordinates for these stations AF8236.will NOT be published in the near future. In the interim, the AF8236.published coordinates in North Carolina will not be AF8236.consistent with the Continuously Operating Reference Stations AF8236.(CORS). The HARN coordinates for these stations are available AF8236.upon request. Contact Gary Thompson(919-733-3836). AF8236. AF8236.In addition, the published North Carolina positions AF8236.(NAD 83 (1986)) are NOT consistent with those determined in AF8236.adjacent state readjustments. The discontinuity between stations AF8236.located in North Carolina and those in adjacent states AF8236.which have been adjusted to the HARN may be as much as 5 AF8236.decimeters. This will result in a significant loss of accuracy AF8236.over lines crossing such state borders. AF8236 AF8236 AF8236.The horizontal coordinates were established by classical geodetic methods AF8236.and adjusted by the National Geodetic Survey in June 1998. AF8236 AF8236.The orthometric height was determined by vertical angle observations. AF8236 AF8236.The Laplace correction was computed from DEFLEC99 derived deflections. AF8236 AF8236.The geoid height was determined by GEOID03. AF8236 AF8236; North East Units Scale Factor Converg. AF8236;SPC NC - 163,548.151 340,241.243 MT 0.99987321 -1 42 26.7 AF8236;SPC NC - 536,574.23 1,116,274.81 sFT 0.99987321 -1 42 26.7 AF8236;UTM 17 - 3,894,329.475 412,756.944 MT 0.99969380 -0 33 08.1 AF8236 AF8236! - Elev Factor x Scale Factor = Combined Factor AF8236!SPC NC - 0.99995782 x 0.99987321 = 0.99983104 AF8236!UTM 17 - 0.99995782 x 0.99969380 = 0.99965164 AF8236 AF8236 SUPERSEDED SURVEY CONTROL AF8236 AF8236.No superseded survey control is available for this station. AF8236 AF8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1275794329(NAD 83) AF8236_MARKER: DH = HORIZONTAL CONTROL DISK AF8236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8236_STAMPING: CEDAR GROVE 1986 AF8236_MARK LOGO: NCGS AF8236_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8236+STABILITY: SURFACE MOTION AF8236 AF8236 HISTORY - Date Condition Report By AF8236 HISTORY - 1986 MONUMENTED NCGS AF8236 AF8236 STATION DESCRIPTION AF8236 AF8236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AF8236'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF HARRIS, 22.7 KM AF8236'(14.10 MI) SOUTH OF RUTHERFORDTON, NEAR THE NC-SC STATE LINE. PROCEED AF8236'ALONG SR 1102 FOR 1.4 KM (0.85 MI) SOUTHEAST OF THE SR 1101 (COUNTY AF8236'LINE RD) INTERSECTION AT THE POLK-RUTHERFORD COUNTY LINE, AT SANDY AF8236'SPRINGS, TO SR 1100, THENCE SOUTH ALONG SR 1100 FOR 0.5 KM (0.30 MI) AF8236'TO STATION NEAR TRANSMISSION TOWER (273). MARK IS FLUSH WITH GROUND AF8236'AND LEVEL WITH SR 1100. LOCATED 7.4 M (24.3 FT) WEST OF THE AF8236'CENTERLINE OF SR 1100, 9.11 M (29.89 FT) NORTHEAST OF 6-INCH PEACH, AF8236'11.13 M (36.52 FT) EAST OF 6-INCH PEACH, 14.66 M (48.10 FT) AF8236'SOUTH-SOUTHEAST OF 6-INCH PEACH, AND 52.64 M (172.70 FT) AF8236'NORTH-NORTHWEST OF NORTHWEST LEG OF TRANSMISSION TOWER (273). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8206 *********************************************************************** AF8206 DESIGNATION - CHASE TANK AF8206 PID - AF8206 AF8206 STATE/COUNTY- NC/RUTHERFORD AF8206 USGS QUAD - CHESNEE (1993) AF8206 AF8206 *CURRENT SURVEY CONTROL AF8206 ___________________________________________________________________ AF8206* NAD 83(1986)- 35 14 35.74200(N) 081 50 49.74460(W) ADJUSTED AF8206* NAVD 88 - AF8206 ___________________________________________________________________ AF8206 LAPLACE CORR- 0.10 (seconds) DEFLEC99 AF8206 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8206 AF8206 HORZ ORDER - THIRD AF8206 AF8206.The North Carolina HARNS have been completed but, AF8206.due to contractual restrictions, coordinates for these stations AF8206.will NOT be published in the near future. In the interim, the AF8206.published coordinates in North Carolina will not be AF8206.consistent with the Continuously Operating Reference Stations AF8206.(CORS). The HARN coordinates for these stations are available AF8206.upon request. Contact Gary Thompson(919-733-3836). AF8206. AF8206.In addition, the published North Carolina positions AF8206.(NAD 83 (1986)) are NOT consistent with those determined in AF8206.adjacent state readjustments. The discontinuity between stations AF8206.located in North Carolina and those in adjacent states AF8206.which have been adjusted to the HARN may be as much as 5 AF8206.decimeters. This will result in a significant loss of accuracy AF8206.over lines crossing such state borders. AF8206 AF8206 AF8206.The horizontal coordinates were established by classical geodetic methods AF8206.and adjusted by the National Geodetic Survey in June 1998. AF8206 AF8206 AF8206.The Laplace correction was computed from DEFLEC99 derived deflections. AF8206 AF8206.The geoid height was determined by GEOID03. AF8206 AF8206; North East Units Scale Factor Converg. AF8206;SPC NC - 169,362.863 350,530.079 MT 0.99987260 -1 38 35.8 AF8206;SPC NC - 555,651.33 1,150,030.77 sFT 0.99987260 -1 38 35.8 AF8206;UTM 17 - 3,900,349.219 422,924.577 MT 0.99967321 -0 29 19.9 AF8206 AF8206 SUPERSEDED SURVEY CONTROL AF8206 AF8206.No superseded survey control is available for this station. AF8206 AF8206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2292500349(NAD 83) AF8206_MARKER: 53 = ELEVATED TANK AF8206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF8206+SATELLITE: SATELLITE OBSERVATIONS - 1985 AF8206 AF8206 HISTORY - Date Condition Report By AF8206 HISTORY - 1985 FIRST OBSERVED NCGS AF8206 AF8206 STATION DESCRIPTION AF8206 AF8206'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8206'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF FOREST CITY AND 16.9 AF8206'KM (10.50 MI) SOUTHEAST OF RUTHERFORDTON. IN CHASE COMMUNITY, ALONG SR AF8206'2210, NEAR CHASE HIGH SCHOOL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7925 *********************************************************************** AF7925 DESIGNATION - CHERRY AZ MK AF7925 PID - AF7925 AF7925 STATE/COUNTY- NC/RUTHERFORD AF7925 USGS QUAD - FOREST CITY (1993) AF7925 AF7925 *CURRENT SURVEY CONTROL AF7925 ___________________________________________________________________ AF7925* NAD 83(1986)- 35 21 12.67657(N) 081 50 57.17912(W) ADJUSTED AF7925* NAVD 88 - 270.9 (meters) 889. (feet) VERT ANG AF7925 ___________________________________________________________________ AF7925 LAPLACE CORR- -0.25 (seconds) DEFLEC99 AF7925 GEOID HEIGHT- -31.96 (meters) GEOID03 AF7925 AF7925 HORZ ORDER - SECOND AF7925 AF7925.The North Carolina HARNS have been completed but, AF7925.due to contractual restrictions, coordinates for these stations AF7925.will NOT be published in the near future. In the interim, the AF7925.published coordinates in North Carolina will not be AF7925.consistent with the Continuously Operating Reference Stations AF7925.(CORS). The HARN coordinates for these stations are available AF7925.upon request. Contact Gary Thompson(919-733-3836). AF7925. AF7925.In addition, the published North Carolina positions AF7925.(NAD 83 (1986)) are NOT consistent with those determined in AF7925.adjacent state readjustments. The discontinuity between stations AF7925.located in North Carolina and those in adjacent states AF7925.which have been adjusted to the HARN may be as much as 5 AF7925.decimeters. This will result in a significant loss of accuracy AF7925.over lines crossing such state borders. AF7925 AF7925 AF7925.The horizontal coordinates were established by classical geodetic methods AF7925.and adjusted by the National Geodetic Survey in June 1998. AF7925 AF7925.The orthometric height was determined by vertical angle observations. AF7925 AF7925.The Laplace correction was computed from DEFLEC99 derived deflections. AF7925 AF7925.The geoid height was determined by GEOID03. AF7925 AF7925; North East Units Scale Factor Converg. AF7925;SPC NC - 181,594.531 350,693.227 MT 0.99987416 -1 38 40.1 AF7925;SPC NC - 595,781.39 1,150,566.03 sFT 0.99987416 -1 38 40.1 AF7925;UTM 17 - 3,912,579.248 422,841.419 MT 0.99967337 -0 29 29.0 AF7925 AF7925! - Elev Factor x Scale Factor = Combined Factor AF7925!SPC NC - 0.99996251 x 0.99987416 = 0.99983667 AF7925!UTM 17 - 0.99996251 x 0.99967337 = 0.99963589 AF7925 AF7925 SUPERSEDED SURVEY CONTROL AF7925 AF7925.No superseded survey control is available for this station. AF7925 AF7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2284112579(NAD 83) AF7925_MARKER: DZ = AZIMUTH MARK DISK AF7925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7925_STAMPING: CHERRY 1990 AF7925_MARK LOGO: NCGS AF7925_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF7925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7925+STABILITY: SURFACE MOTION AF7925 AF7925 HISTORY - Date Condition Report By AF7925 HISTORY - 1990 MONUMENTED NCGS AF7925 AF7925 STATION DESCRIPTION AF7925 AF7925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AF7925'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH-NORTHEAST OF FOREST AF7925'CITY AND 1.0 MI (1.6 KM) SOUTHWEST OF BOSTIC.$PROCEED ALONG SR 1576 AF7925'(CHERRY MOUNTAIN ROAD) FOR 1.55 MI (2.49 KM) NORTH FROM MAIN STREET IN AF7925'DOWNTOWN FOREST CITY, OR 0.25 MI (0.40 KM) SOUTH OF BRIDGE OVER SECOND AF7925'BROAD RIVER, THENCE NORTHEAST ALONG A DRIVEWAY AND FARM-FIELD ROAD ON AF7925'NORTH SIDE OF THE--J.R. KISER--RESIDENCE FOR ABOUT 0.15 MI (0.24 KM) , AF7925'TO STATION ON NORTH SIDE OF AN OPEN FIELD AT EDGE OF WOODS.$MARK IS AF7925'LEVEL WITH FIELD ROAD AND FLUSH WITH GROUND. LOCATED 6.6 FT (2.0 M) AF7925'NORTH OF THE CENTERLINE OF THE FIELD ROAD, 3.3 FT (1.0 M) SOUTHWEST OF AF7925'A WITNESS SIGN--AND 20.3 FT (6.2 M) SOUTH-SOUTHEAST OF AN 8-INCH IRON AF7925'WOOD, 20.2 FT (6.2 M) EAST-SOUTHEAST OF A 4-INCH PINE--BOTH WITH AF7925'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7910 *********************************************************************** AF7910 DESIGNATION - CHERRY MOUNTAIN WAGY RADIO TWR AF7910 PID - AF7910 AF7910 STATE/COUNTY- NC/RUTHERFORD AF7910 USGS QUAD - SUNSHINE (1965) AF7910 AF7910 *CURRENT SURVEY CONTROL AF7910 ___________________________________________________________________ AF7910* NAD 83(1986)- 35 24 52.24436(N) 081 46 30.68806(W) ADJUSTED AF7910* NAVD 88 - 0.0 (meters) 0. (feet) VERT ANG AF7910 ___________________________________________________________________ AF7910 LAPLACE CORR- 0.62 (seconds) DEFLEC99 AF7910 GEOID HEIGHT- -31.90 (meters) GEOID03 AF7910 AF7910 HORZ ORDER - THIRD AF7910 AF7910.The North Carolina HARNS have been completed but, AF7910.due to contractual restrictions, coordinates for these stations AF7910.will NOT be published in the near future. In the interim, the AF7910.published coordinates in North Carolina will not be AF7910.consistent with the Continuously Operating Reference Stations AF7910.(CORS). The HARN coordinates for these stations are available AF7910.upon request. Contact Gary Thompson(919-733-3836). AF7910. AF7910.In addition, the published North Carolina positions AF7910.(NAD 83 (1986)) are NOT consistent with those determined in AF7910.adjacent state readjustments. The discontinuity between stations AF7910.located in North Carolina and those in adjacent states AF7910.which have been adjusted to the HARN may be as much as 5 AF7910.decimeters. This will result in a significant loss of accuracy AF7910.over lines crossing such state borders. AF7910 AF7910 AF7910.The horizontal coordinates were established by classical geodetic methods AF7910.and adjusted by the National Geodetic Survey in June 1998. AF7910 AF7910.The orthometric height was determined by vertical angle observations. AF7910 AF7910.The Laplace correction was computed from DEFLEC99 derived deflections. AF7910 AF7910.The geoid height was determined by GEOID03. AF7910 AF7910; North East Units Scale Factor Converg. AF7910;SPC NC - 188,167.297 357,607.246 MT 0.99987661 -1 36 06.3 AF7910;SPC NC - 617,345.54 1,173,249.77 sFT 0.99987661 -1 36 06.3 AF7910;UTM 17 - 3,919,288.387 429,620.391 MT 0.99966104 -0 26 57.2 AF7910 AF7910! - Elev Factor x Scale Factor = Combined Factor AF7910!SPC NC - 1.00000501 x 0.99987661 = 0.99988162 AF7910!UTM 17 - 1.00000501 x 0.99966104 = 0.99966605 AF7910 AF7910 SUPERSEDED SURVEY CONTROL AF7910 AF7910.No superseded survey control is available for this station. AF7910 AF7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2962019288(NAD 83) AF7910_MARKER: 43 = RADIO/TV TOWER AF7910_MARK LOGO: NCGS AF7910 AF7910 HISTORY - Date Condition Report By AF7910 HISTORY - UNK FIRST OBSERVED AF7910 HISTORY - 19900524 GOOD NCGS AF7910 AF7910 STATION DESCRIPTION AF7910 AF7910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) AF7910'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF FOREST CITY, AF7910'AND 3.0 MI (4.8 KM) NORTHEAST OF WASHBURN CROSSROADS AF7910'COMMUNITY.$LOCATED NEAR THE SOUTH END OF CHERRY MOUNTAIN, ABOUT 1.5 MI AF7910'(2.4 KM) NORTHEAST OF SR 1769 (SALEM CHURCH ROAD) AND SR 1713-SR 1708 AF7910'CROSSROADS.$IT IS A STEEL, TRIANGULAR MAST, ABOUT 600-FEET TALL, AF7910'PAINTED ALTERNATE RED AND WHITE. THE POINT INTERSECTED WAS THE AF7910'TOP-MOST LIGHT OF THE MAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2910 *********************************************************************** FB2910 DESIGNATION - CHIMNEY ROCK FB2910 PID - FB2910 FB2910 STATE/COUNTY- NC/RUTHERFORD FB2910 USGS QUAD - BAT CAVE (1987) FB2910 FB2910 *CURRENT SURVEY CONTROL FB2910 ___________________________________________________________________ FB2910* NAD 83(1986)- 35 25 58.18688(N) 082 15 00.91081(W) ADJUSTED FB2910* NAVD 88 - 690.1 (meters) 2264. (feet) VERTCON FB2910 ___________________________________________________________________ FB2910 LAPLACE CORR- -9.73 (seconds) DEFLEC99 FB2910 GEOID HEIGHT- -31.04 (meters) GEOID03 FB2910 FB2910 HORZ ORDER - SECOND FB2910 FB2910.The North Carolina HARNS have been completed but, FB2910.due to contractual restrictions, coordinates for these stations FB2910.will NOT be published in the near future. In the interim, the FB2910.published coordinates in North Carolina will not be FB2910.consistent with the Continuously Operating Reference Stations FB2910.(CORS). The HARN coordinates for these stations are available FB2910.upon request. Contact Gary Thompson(919-733-3836). FB2910. FB2910.In addition, the published North Carolina positions FB2910.(NAD 83 (1986)) are NOT consistent with those determined in FB2910.adjacent state readjustments. The discontinuity between stations FB2910.located in North Carolina and those in adjacent states FB2910.which have been adjusted to the HARN may be as much as 5 FB2910.decimeters. This will result in a significant loss of accuracy FB2910.over lines crossing such state borders. FB2910 FB2910 FB2910.The horizontal coordinates were established by classical geodetic methods FB2910.and adjusted by the National Geodetic Survey in July 1986. FB2910 FB2910.The NAVD 88 height was computed by applying the VERTCON shift value to FB2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2910 FB2910.The Laplace correction was computed from DEFLEC99 derived deflections. FB2910 FB2910.The geoid height was determined by GEOID03. FB2910 FB2910; North East Units Scale Factor Converg. FB2910;SPC NC - 191,507.353 314,551.303 MT 0.99987757 -1 52 33.4 FB2910;SPC NC - 628,303.71 1,031,990.40 sFT 0.99987757 -1 52 33.4 FB2910;UTM 17 - 3,921,761.859 386,513.382 MT 0.99975871 -0 43 29.7 FB2910 FB2910! - Elev Factor x Scale Factor = Combined Factor FB2910!SPC NC - 0.99989656 x 0.99987757 = 0.99977415 FB2910!UTM 17 - 0.99989656 x 0.99975871 = 0.99965530 FB2910 FB2910: Primary Azimuth Mark Grid Az FB2910:SPC NC - BUZZARD 080 27 41.7 FB2910:UTM 17 - BUZZARD 079 18 38.0 FB2910 FB2910|---------------------------------------------------------------------| FB2910| PID Reference Object Distance Geod. Az | FB2910| dddmmss.s | FB2910| FB2790 BUZZARD APPROX. 6.9 KM 0783508.3 | FB2910|---------------------------------------------------------------------| FB2910 FB2910 SUPERSEDED SURVEY CONTROL FB2910 FB2910 NAD 27 - 35 25 57.75240(N) 082 15 01.51120(W) AD( ) 2 FB2910 NGVD 29 (07/19/86) 690.2 (m) 2264. (f) VERT ANG FB2910 FB2910.Superseded values are not recommended for survey control. FB2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2910.See file dsdata.txt to determine how the superseded data were derived. FB2910 FB2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8651321762(NAD 83) FB2910_MARKER: DE = TRAVERSE STATION DISK FB2910_SETTING: 80 = SET IN A BOULDER FB2910_SP_SET: SET IN DRILL HOLE IN A BOULDER FB2910_MARK LOGO: NCGS FB2910_MAGNETIC: N = NO MAGNETIC MATERIAL FB2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2910+STABILITY: SURFACE MOTION FB2910 FB2910 HISTORY - Date Condition Report By FB2910 HISTORY - 1973 MONUMENTED NCGS FB2910 HISTORY - 1974 GOOD NCGS FB2910 HISTORY - 19941108 GOOD USPSQD FB2910 HISTORY - 19961127 GOOD USPSQD FB2910 HISTORY - 20010805 GOOD NGS FB2910 FB2910 STATION DESCRIPTION FB2910 FB2910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2910'CHIMNEY ROCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FB2910'IN THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2910' FB2910'CHIMNEY ROCK IS LOCATED APPROXIMATELY 1.2 MILES (AIR MILES) WEST OF FB2910'LAKE LURE POST OFFICE, AND 2.5 MILES ESE OF BAT CAVE (HENDERSON FB2910'COUNTY). STATION IS LOCATED ON TOP OF THE CHIMNEY ROCK TOURIST FB2910'ATTRACTION. FB2910' FB2910'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CHIMNEY FB2910'ROCK 1973, SET FLUSH IN A DRILLED HOLE. FB2910' FB2910'MARK IS FB2910'13.34 FEET NNE OF THE CENTER OF THE WOODEN FLAG POLE. FB2910'18.0 FEET NW OF CENTER OF BRONZE PLAGUE EMBEDDED IN ROCK. FB2910'16.9 FEET NW OF W MOST SCREW IN PLAGUE. FB2910'12.3 FEET WSW OF METAL POST OF VIEWER SCOPE. FB2910' FB2910'CHIMNEY ROCK FLAG POLE IS LOCATED ON CHIMNEY ROCK, A WOODEN POLE, FB2910'SLIGHTLY BENT. POINT COORDINATED IS AT INTERSECTION WITH GUY FB2910'WIRES. FB2910 FB2910 STATION RECOVERY (1974) FB2910 FB2910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC) FB2910'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FB2910 FB2910 STATION RECOVERY (1994) FB2910 FB2910'RECOVERY NOTE BY US POWER SQUADRON 1994 FB2910'RECOVERED IN GOOD CONDITION. FB2910 FB2910 STATION RECOVERY (1996) FB2910 FB2910'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2910'RECOVERED IN GOOD CONDITION. FB2910 FB2910 STATION RECOVERY (2001) FB2910 FB2910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSC) FB2910'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2785 *********************************************************************** FB2785 DESIGNATION - CHURCH FB2785 PID - FB2785 FB2785 STATE/COUNTY- NC/RUTHERFORD FB2785 USGS QUAD - LAKE LURE (1987) FB2785 FB2785 *CURRENT SURVEY CONTROL FB2785 ___________________________________________________________________ FB2785* NAD 83(1986)- 35 26 17.53046(N) 082 13 52.14041(W) ADJUSTED FB2785* NAVD 88 - 310.7 (meters) 1019. (feet) VERTCON FB2785 ___________________________________________________________________ FB2785 LAPLACE CORR- -9.11 (seconds) DEFLEC99 FB2785 GEOID HEIGHT- -31.13 (meters) GEOID03 FB2785 FB2785 HORZ ORDER - SECOND FB2785 FB2785.The North Carolina HARNS have been completed but, FB2785.due to contractual restrictions, coordinates for these stations FB2785.will NOT be published in the near future. In the interim, the FB2785.published coordinates in North Carolina will not be FB2785.consistent with the Continuously Operating Reference Stations FB2785.(CORS). The HARN coordinates for these stations are available FB2785.upon request. Contact Gary Thompson(919-733-3836). FB2785. FB2785.In addition, the published North Carolina positions FB2785.(NAD 83 (1986)) are NOT consistent with those determined in FB2785.adjacent state readjustments. The discontinuity between stations FB2785.located in North Carolina and those in adjacent states FB2785.which have been adjusted to the HARN may be as much as 5 FB2785.decimeters. This will result in a significant loss of accuracy FB2785.over lines crossing such state borders. FB2785 FB2785 FB2785.The horizontal coordinates were established by classical geodetic methods FB2785.and adjusted by the National Geodetic Survey in July 1986. FB2785 FB2785.The NAVD 88 height was computed by applying the VERTCON shift value to FB2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2785 FB2785.The Laplace correction was computed from DEFLEC99 derived deflections. FB2785 FB2785.The geoid height was determined by GEOID03. FB2785 FB2785; North East Units Scale Factor Converg. FB2785;SPC NC - 192,046.504 316,304.200 MT 0.99987787 -1 51 53.7 FB2785;SPC NC - 630,072.57 1,037,741.36 sFT 0.99987787 -1 51 53.7 FB2785;UTM 17 - 3,922,336.043 388,254.884 MT 0.99975388 -0 42 50.1 FB2785 FB2785! - Elev Factor x Scale Factor = Combined Factor FB2785!SPC NC - 0.99995612 x 0.99987787 = 0.99983400 FB2785!UTM 17 - 0.99995612 x 0.99975388 = 0.99971001 FB2785 FB2785: Primary Azimuth Mark Grid Az FB2785:SPC NC - LAKE LURE 164 48 40.6 FB2785:UTM 17 - LAKE LURE 163 39 37.0 FB2785 FB2785|---------------------------------------------------------------------| FB2785| PID Reference Object Distance Geod. Az | FB2785| dddmmss.s | FB2785| FB2786 LAKE LURE APPROX. 0.9 KM 1625646.9 | FB2785|---------------------------------------------------------------------| FB2785 FB2785 SUPERSEDED SURVEY CONTROL FB2785 FB2785 NAD 27 - 35 26 17.09360(N) 082 13 52.74131(W) AD( ) 2 FB2785 NGVD 29 (07/19/86) 310.8 (m) 1020. (f) VERT ANG FB2785 FB2785.Superseded values are not recommended for survey control. FB2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2785.See file dsdata.txt to determine how the superseded data were derived. FB2785 FB2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8825522336(NAD 83) FB2785_MARKER: DE = TRAVERSE STATION DISK FB2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2785_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2785_STAMPING: CHURCH 1973 FB2785_MARK LOGO: NCGS FB2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2785+STABILITY: SURFACE MOTION FB2785 FB2785 HISTORY - Date Condition Report By FB2785 HISTORY - 1973 MONUMENTED NCGS FB2785 HISTORY - 19961115 GOOD USPSQD FB2785 FB2785 STATION DESCRIPTION FB2785 FB2785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2785'CHURCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FB2785'VICINITY OF LAKE LURE, NORTH CAROLINA. FB2785' FB2785'CHURCH IS LOCATED APPROXIMATELY IN THE WESTERN SECTION OF THE TOWN FB2785'OF LAKE LURE. TO REACH STATION FROM THE ENTRANCE TO CHIMNEY ROCK FB2785'PARK, PROCEED EASTERLY ALONG US 64 - US 74 FOR 0.80 MILES TO FB2785'INTERSECTION WITH SR 1305 (CHIMNEY ROCK CAMP ROAD), THENCE NE FB2785'ALONG SR 1305 FOR 0.30 MILES TO CHIMNEY ROCK BAPTIST CHURCH, AND FB2785'STATION IN CHURCH YARD. FB2785' FB2785'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CHURCH FB2785'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FB2785'FLUSH WITH THE SURFACE OF THE GROUND. FB2785' FB2785'MARK IS FB2785'41.2 FEET SSE OF C/L OF SR 1305. FB2785'21.4 FEET S OF SW CORNER OF BRICK CHURCH SIGN. FB2785'25.3 FEET SE OF PP WITH TRANSFORMER W/ALUMINUM REF. TAG. FB2785'36.2 FEET NNE OF CENTER OF S MOST METAL DRAINAGE COVER. FB2785'64.3 FEET ENE OF 24 INCH POPLAR W/ALUMINUM REF. TAG. FB2785'113.3 FEET WSW OF NW CORNER OF CHURCH. FB2785 FB2785 STATION RECOVERY (1996) FB2785 FB2785'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2785'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.92 (meters) GEOID03 AF8200 AF8200 HORZ ORDER - SECOND AF8200 AF8200.The North 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 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). AF8200. AF8200.In addition, the published North 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 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 GEOID03. AF8200 AF8200; North East Units Scale Factor Converg. AF8200;SPC NC - 183,251.751 340,876.884 MT 0.99987457 -1 42 25.6 AF8200;SPC NC - 601,218.45 1,118,360.24 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8200!SPC NC - 0.99996177 x 0.99987457 = 0.99983634 AF8200!UTM 17 - 0.99996177 x 0.99969329 = 0.99965507 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 HISTORY - 20050220 GOOD GEOCAC AF8200 HISTORY - 20050912 GOOD USPSQD 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. AF8200 AF8200 STATION RECOVERY (2005) AF8200 AF8200'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AF8200'RECOVERED AS DESCRIBED. AF8200 AF8200 STATION RECOVERY (2005) AF8200 AF8200'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8200'STATION SET BETWEEN SIDEWALK AND CURB AF8200'98.39 FT ENE OF POWER POLE NUMBER 111810 060121 WITH TRANSFORMER AND AF8200'REF TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.95 (meters) GEOID03 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 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 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). FA1361. FA1361.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1361;SPC NC - 179,125.100 347,150.596 MT 0.99987353 -1 39 59.5 FA1361;SPC NC - 587,679.60 1,138,943.25 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1361!SPC NC - 0.99995922 x 0.99987353 = 0.99983276 FA1361!UTM 17 - 0.99995922 x 0.99968016 = 0.99963940 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 NAVD 88 (06/09/98) 291.76 (m) 957.2 (f) LEVELING 3 FA1361 NGVD 29 (??/??/92) 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_SP_SET: 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 HISTORY - 20041007 MARK NOT FOUND USPSQD 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. FA1361 FA1361 STATION RECOVERY (2004) FA1361 FA1361'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1361'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 AF8195 AF8195 HORZ ORDER - SECOND AF8195 AF8195.The North 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 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). AF8195. AF8195.In addition, the published North 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 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 GEOID03. AF8195 AF8195; North East Units Scale Factor Converg. AF8195;SPC NC - 180,461.280 340,317.860 MT 0.99987379 -1 42 36.5 AF8195;SPC NC - 592,063.38 1,116,526.18 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8195!SPC NC - 0.99996622 x 0.99987379 = 0.99984002 AF8195!UTM 17 - 0.99996622 x 0.99969437 = 0.99966060 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 HISTORY - 20041007 MARK NOT FOUND USPSQD 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. AF8195 AF8195 STATION RECOVERY (2004) AF8195 AF8195'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) AF8195'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3264 *********************************************************************** FA3264 DESIGNATION - CLIFF FA3264 PID - FA3264 FA3264 STATE/COUNTY- NC/RUTHERFORD FA3264 USGS QUAD - BOILING SPRINGS NORTH (1982) FA3264 FA3264 *CURRENT SURVEY CONTROL FA3264 ___________________________________________________________________ FA3264* NAD 83(1986)- 35 17 45.32011(N) 081 44 01.35531(W) ADJUSTED FA3264* NAVD 88 - 297.1 (meters) 975. (feet) VERTCON FA3264 ___________________________________________________________________ FA3264 LAPLACE CORR- 0.48 (seconds) DEFLEC99 FA3264 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3264 FA3264 HORZ ORDER - SECOND FA3264 FA3264.The North Carolina HARNS have been completed but, FA3264.due to contractual restrictions, coordinates for these stations FA3264.will NOT be published in the near future. In the interim, the FA3264.published coordinates in North Carolina will not be FA3264.consistent with the Continuously Operating Reference Stations FA3264.(CORS). The HARN coordinates for these stations are available FA3264.upon request. Contact Gary Thompson(919-733-3836). FA3264. FA3264.In addition, the published North Carolina positions FA3264.(NAD 83 (1986)) are NOT consistent with those determined in FA3264.adjacent state readjustments. The discontinuity between stations FA3264.located in North Carolina and those in adjacent states FA3264.which have been adjusted to the HARN may be as much as 5 FA3264.decimeters. This will result in a significant loss of accuracy FA3264.over lines crossing such state borders. FA3264 FA3264 FA3264.The horizontal coordinates were established by classical geodetic methods FA3264.and adjusted by the National Geodetic Survey in July 1986. FA3264 FA3264.The NAVD 88 height was computed by applying the VERTCON shift value to FA3264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3264 FA3264.The Laplace correction was computed from DEFLEC99 derived deflections. FA3264 FA3264.The geoid height was determined by GEOID03. FA3264 FA3264; North East Units Scale Factor Converg. FA3264;SPC NC - 174,912.201 361,010.656 MT 0.99987289 -1 34 40.1 FA3264;SPC NC - 573,857.78 1,184,415.79 sFT 0.99987289 -1 34 40.1 FA3264;UTM 17 - 3,906,107.328 433,289.088 MT 0.99965484 -0 25 26.2 FA3264 FA3264! - Elev Factor x Scale Factor = Combined Factor FA3264!SPC NC - 0.99995838 x 0.99987289 = 0.99983128 FA3264!UTM 17 - 0.99995838 x 0.99965484 = 0.99961324 FA3264 FA3264|---------------------------------------------------------------------| FA3264| PID Reference Object Distance Geod. Az | FA3264| dddmmss.s | FA3264| FA3265 PLAINVIEW 375.211 METERS 34127 | FA3264|---------------------------------------------------------------------| FA3264 FA3264 SUPERSEDED SURVEY CONTROL FA3264 FA3264 NAD 27 - 35 17 44.88050(N) 081 44 02.00114(W) AD( ) 2 FA3264 NGVD 29 (07/19/86) 297.3 (m) 975. (f) VERT ANG FA3264 FA3264.Superseded values are not recommended for survey control. FA3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3264.See file dsdata.txt to determine how the superseded data were derived. FA3264 FA3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3328906107(NAD 83) FA3264_MARKER: DE = TRAVERSE STATION DISK FA3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3264_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3264_STAMPING: CLIFF 1972 FA3264_MARK LOGO: NCGS FA3264_MAGNETIC: N = NO MAGNETIC MATERIAL FA3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3264+STABILITY: SURFACE MOTION FA3264 FA3264 HISTORY - Date Condition Report By FA3264 HISTORY - 1972 MONUMENTED NCGS FA3264 HISTORY - 19850101 GOOD NCGS FA3264 FA3264 STATION DESCRIPTION FA3264 FA3264'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3264'CLIFF IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3264'VICINITY OF FOREST CITY, NORTH CAROLINA. FA3264' FA3264'CLIFF IS LOCATED 2.6 MILES SE OF ELLENBORO, AND 3.9 MILES ENE OF FA3264'CAROLEEN. STATION IS AT INTERSECTION OF US 74 BY-PASS WITH NC 120 FA3264'(BRIDGE), S. E. OF ELLENBORO, ON EAST SIDE OF NC 120 BETWEEN BRIDGE FA3264'AND EXIT RAMP (NC 120 TO US 74 BY-PASS EAST). FA3264' FA3264'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CLIFF FA3264'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 FA3264'INCHES BELOW THE GROUND. FA3264' FA3264'MARK IS FA3264'21.7 FEET SE OF C/L OF NC 120. FA3264'143.0 FEET SW OF SOUTHERN MOST CORNER OF NC 120 BRIDGE CONCRETE FA3264'RAIL. FA3264'64.7 FEET NNE OF NW CORNER OF (CONC.) TRAFFIC ISLAND (NC 120 FA3264'TO US 74 E). FA3264'5.8 FEET WSW OF SOUTHERN MOST GUARD RAIL POST (EAST SIDE OF NC FA3264'120). FA3264 FA3264 STATION RECOVERY (1985) FA3264 FA3264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA3264'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8178 *********************************************************************** AF8178 DESIGNATION - COLE AF8178 PID - AF8178 AF8178 STATE/COUNTY- NC/RUTHERFORD AF8178 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8178 AF8178 *CURRENT SURVEY CONTROL AF8178 ___________________________________________________________________ AF8178* NAD 83(1986)- 35 16 17.27108(N) 081 53 34.46688(W) ADJUSTED AF8178* NAVD 88 - 296.6 (meters) 973. (feet) VERT ANG AF8178 ___________________________________________________________________ AF8178 LAPLACE CORR- -0.49 (seconds) DEFLEC99 AF8178 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8178 AF8178 HORZ ORDER - SECOND AF8178 AF8178.The North Carolina HARNS have been completed but, AF8178.due to contractual restrictions, coordinates for these stations AF8178.will NOT be published in the near future. In the interim, the AF8178.published coordinates in North Carolina will not be AF8178.consistent with the Continuously Operating Reference Stations AF8178.(CORS). The HARN coordinates for these stations are available AF8178.upon request. Contact Gary Thompson(919-733-3836). AF8178. AF8178.In addition, the published North Carolina positions AF8178.(NAD 83 (1986)) are NOT consistent with those determined in AF8178.adjacent state readjustments. The discontinuity between stations AF8178.located in North Carolina and those in adjacent states AF8178.which have been adjusted to the HARN may be as much as 5 AF8178.decimeters. This will result in a significant loss of accuracy AF8178.over lines crossing such state borders. AF8178 AF8178 AF8178.The horizontal coordinates were established by classical geodetic methods AF8178.and adjusted by the National Geodetic Survey in June 1998. AF8178 AF8178.The orthometric height was determined by vertical angle observations. AF8178 AF8178.The Laplace correction was computed from DEFLEC99 derived deflections. AF8178 AF8178.The geoid height was determined by GEOID03. AF8178 AF8178; North East Units Scale Factor Converg. AF8178;SPC NC - 172,610.445 346,458.909 MT 0.99987265 -1 40 10.9 AF8178;SPC NC - 566,306.10 1,136,673.94 sFT 0.99987265 -1 40 10.9 AF8178;UTM 17 - 3,903,513.514 418,789.621 MT 0.99968128 -0 30 56.3 AF8178 AF8178! - Elev Factor x Scale Factor = Combined Factor AF8178!SPC NC - 0.99995846 x 0.99987265 = 0.99983111 AF8178!UTM 17 - 0.99995846 x 0.99968128 = 0.99963975 AF8178 AF8178 SUPERSEDED SURVEY CONTROL AF8178 AF8178.No superseded survey control is available for this station. AF8178 AF8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1879003514(NAD 83) AF8178_MARKER: DE = TRAVERSE STATION DISK AF8178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8178_STAMPING: COLE 1985 AF8178_MARK LOGO: NCGS AF8178_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8178+STABILITY: SURFACE MOTION AF8178 AF8178 HISTORY - Date Condition Report By AF8178 HISTORY - 1985 MONUMENTED NCGS AF8178 AF8178 STATION DESCRIPTION AF8178 AF8178'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8178'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) NORTHWEST OF HARRIS, AND AF8178'12.2 KM (7.60 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 2.8 KM AF8178'(1.75 MI) SOUTHEAST OF SR 2169 (US 221 TRUCK ROUTE) (OAKLAND RD) AT AF8178'DANIELTOWN, OR 0.15 KM (0.10 MI) NORTHWEST OF SR 1118, IN SOUTHWEST AF8178'SHOULDER. MARK IS RECESSED 2 INCHES BELOW GROUND AND 2-FEET LOWER THAN AF8178'US 221. LOCATED 6.09 M (19.98 FT) SOUTHWEST OF THE CENTERLINE OF US AF8178'221, 12.98 M (42.59 FT) EAST-NORTHEAST OF POWER POLE WITH TRANSFORMER, AF8178'12.92 M (42.39 FT) EAST-NORTHEAST OF 12-INCH FORKED DOGWOOD, 18.84 M AF8178'(61.81 FT) NORTHWEST OF 18-INCH WHITE PINE, AND 24.08 M (79.00 FT) AF8178'NORTH-NORTHWEST OF 18-INCH CONCRETE DRAIN PIPE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8168 *********************************************************************** AF8168 DESIGNATION - COLLINS AF8168 PID - AF8168 AF8168 STATE/COUNTY- NC/RUTHERFORD AF8168 USGS QUAD - CHESNEE (1993) AF8168 AF8168 *CURRENT SURVEY CONTROL AF8168 ___________________________________________________________________ AF8168* NAD 83(1986)- 35 13 38.19026(N) 081 50 29.54379(W) ADJUSTED AF8168* NAVD 88 - 272.9 (meters) 895. (feet) VERT ANG AF8168 ___________________________________________________________________ AF8168 LAPLACE CORR- 0.09 (seconds) DEFLEC99 AF8168 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8168 AF8168 HORZ ORDER - SECOND AF8168 AF8168.The North Carolina HARNS have been completed but, AF8168.due to contractual restrictions, coordinates for these stations AF8168.will NOT be published in the near future. In the interim, the AF8168.published coordinates in North Carolina will not be AF8168.consistent with the Continuously Operating Reference Stations AF8168.(CORS). The HARN coordinates for these stations are available AF8168.upon request. Contact Gary Thompson(919-733-3836). AF8168. AF8168.In addition, the published North Carolina positions AF8168.(NAD 83 (1986)) are NOT consistent with those determined in AF8168.adjacent state readjustments. The discontinuity between stations AF8168.located in North Carolina and those in adjacent states AF8168.which have been adjusted to the HARN may be as much as 5 AF8168.decimeters. This will result in a significant loss of accuracy AF8168.over lines crossing such state borders. AF8168 AF8168 AF8168.The horizontal coordinates were established by classical geodetic methods AF8168.and adjusted by the National Geodetic Survey in June 1998. AF8168 AF8168.The orthometric height was determined by vertical angle observations. AF8168 AF8168.The Laplace correction was computed from DEFLEC99 derived deflections. AF8168 AF8168.The geoid height was determined by GEOID03. AF8168 AF8168; North East Units Scale Factor Converg. AF8168;SPC NC - 167,575.554 350,989.777 MT 0.99987268 -1 38 24.2 AF8168;SPC NC - 549,787.46 1,151,538.96 sFT 0.99987268 -1 38 24.2 AF8168;UTM 17 - 3,898,571.891 423,420.094 MT 0.99967227 -0 29 07.6 AF8168 AF8168! - Elev Factor x Scale Factor = Combined Factor AF8168!SPC NC - 0.99996217 x 0.99987268 = 0.99983486 AF8168!UTM 17 - 0.99996217 x 0.99967227 = 0.99963445 AF8168 AF8168 SUPERSEDED SURVEY CONTROL AF8168 AF8168.No superseded survey control is available for this station. AF8168 AF8168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2342098572(NAD 83) AF8168_MARKER: DE = TRAVERSE STATION DISK AF8168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8168_STAMPING: COLLINS 1985 AF8168_MARK LOGO: NCGS AF8168_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8168+STABILITY: SURFACE MOTION AF8168 AF8168 HISTORY - Date Condition Report By AF8168 HISTORY - 1985 MONUMENTED NCGS AF8168 AF8168 STATION DESCRIPTION AF8168 AF8168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8168'STATION IS LOCATED 3.4 KM (2.10 MI) SOUTHEAST OF HARRIS, AND 18.8 KM AF8168'(11.70 MI) SOUTHEAST OF RUTHERFORDTON. PROCEED ALONG US 221 FOR 2.3 KM AF8168'(1.40 MI) NORTH OF THE US 221 BRIDGE OVER THE BROAD RIVER TO THE US AF8168'221 AND SR 2211-SR 1116 INTERSECTION AT--HUSKYS GROCERY--, THENCE EAST AF8168'ALONG DIRT DRIVE BEHIND GROCERY FOR 91.4 M (299.9 FT) AF8168'TO--COLLINS--HOME AND STATION NORTH OF HOUSE. MARK IS FLUSH WITH AF8168'GROUND AND 2-FEET HIGHER THAN GRAVEL DRIVE. LOCATED 6.55 M (21.49 FT) AF8168'SOUTH OF THE CENTERLINE OF GRAVEL DRIVE, 11.58 M (37.99 FT) NORTHWEST AF8168'OF AN 8-INCH FORKED MAPLE, 32.74 M (107.41 FT) NORTH OF NORTHEAST AF8168'CORNER OF BRICK HOUSE--AND 27.37 M (89.80 FT) WEST-NORTHWEST OF POWER AF8168'POLE WITH TRANSFORMER, 26.82 M (87.99 FT) SOUTH-SOUTHEAST OF 24-INCH AF8168'RED OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3348 *********************************************************************** FA3348 DESIGNATION - COMMUNITY FA3348 PID - FA3348 FA3348 STATE/COUNTY- NC/RUTHERFORD FA3348 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3348 FA3348 *CURRENT SURVEY CONTROL FA3348 ___________________________________________________________________ FA3348* NAD 83(1986)- 35 26 55.16363(N) 081 58 50.80364(W) ADJUSTED FA3348* NAVD 88 - 320.397 (meters) 1051.17 (feet) ADJUSTED FA3348 ___________________________________________________________________ FA3348 LAPLACE CORR- -1.85 (seconds) DEFLEC99 FA3348 GEOID HEIGHT- -31.85 (meters) GEOID03 FA3348 DYNAMIC HT - 320.079 (meters) 1050.13 (feet) COMP FA3348 MODELED GRAV- 979,634.9 (mgal) NAVD 88 FA3348 FA3348 HORZ ORDER - SECOND FA3348 VERT ORDER - SECOND CLASS II FA3348 FA3348.The North Carolina HARNS have been completed but, FA3348.due to contractual restrictions, coordinates for these stations FA3348.will NOT be published in the near future. In the interim, the FA3348.published coordinates in North Carolina will not be FA3348.consistent with the Continuously Operating Reference Stations FA3348.(CORS). The HARN coordinates for these stations are available FA3348.upon request. Contact Gary Thompson(919-733-3836). FA3348. FA3348.In addition, the published North Carolina positions FA3348.(NAD 83 (1986)) are NOT consistent with those determined in FA3348.adjacent state readjustments. The discontinuity between stations FA3348.located in North Carolina and those in adjacent states FA3348.which have been adjusted to the HARN may be as much as 5 FA3348.decimeters. This will result in a significant loss of accuracy FA3348.over lines crossing such state borders. FA3348 FA3348 FA3348.The horizontal coordinates were established by classical geodetic methods FA3348.and adjusted by the National Geodetic Survey in July 1986. FA3348 FA3348.The orthometric height was determined by differential leveling FA3348.and adjusted by the National Geodetic Survey in May 1998. FA3348 FA3348.The Laplace correction was computed from DEFLEC99 derived deflections. FA3348 FA3348.The geoid height was determined by GEOID03. FA3348 FA3348.The dynamic height is computed by dividing the NAVD 88 FA3348.geopotential number by the normal gravity value computed on the FA3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3348.degrees latitude (g = 980.6199 gals.). FA3348 FA3348.The modeled gravity was interpolated from observed gravity values. FA3348 FA3348; North East Units Scale Factor Converg. FA3348;SPC NC - 192,494.580 339,058.532 MT 0.99987847 -1 43 13.5 FA3348;SPC NC - 631,542.63 1,112,394.53 sFT 0.99987847 -1 43 13.5 FA3348;UTM 17 - 3,923,241.072 410,992.129 MT 0.99969763 -0 34 07.9 FA3348 FA3348! - Elev Factor x Scale Factor = Combined Factor FA3348!SPC NC - 0.99995471 x 0.99987847 = 0.99983319 FA3348!UTM 17 - 0.99995471 x 0.99969763 = 0.99965236 FA3348 FA3348: Primary Azimuth Mark Grid Az FA3348:SPC NC - GILKEY 191 36 01.5 FA3348:UTM 17 - GILKEY 190 26 55.9 FA3348 FA3348|---------------------------------------------------------------------| FA3348| PID Reference Object Distance Geod. Az | FA3348| dddmmss.s | FA3348| FA3346 WILSON 303.757 METERS 03536 | FA3348| FA3356 GILKEY 492.705 METERS 1895248.0 | FA3348|---------------------------------------------------------------------| FA3348 FA3348 SUPERSEDED SURVEY CONTROL FA3348 FA3348 NAD 27 - 35 26 54.71214(N) 081 58 51.43555(W) AD( ) 2 FA3348 NGVD 29 (07/19/86) 320.6 (m) 1052. (f) VERT ANG FA3348 FA3348.Superseded values are not recommended for survey control. FA3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3348.See file dsdata.txt to determine how the superseded data were derived. FA3348 FA3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1099223241(NAD 83) FA3348_MARKER: DE = TRAVERSE STATION DISK FA3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3348_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3348_STAMPING: COMMUNITY 1972 FA3348_MARK LOGO: NCGS FA3348_MAGNETIC: N = NO MAGNETIC MATERIAL FA3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3348+STABILITY: SURFACE MOTION FA3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA3348+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996 FA3348 FA3348 HISTORY - Date Condition Report By FA3348 HISTORY - 1972 MONUMENTED NCGS FA3348 HISTORY - 19830101 GOOD NCGS FA3348 HISTORY - 19960506 GOOD NCGS FA3348 FA3348 STATION DESCRIPTION FA3348 FA3348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3348'COMMUNITY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3348'THE VICINITY OF GILKEY, NORTH CAROLINA. FA3348' FA3348'COMMUNITY IS LOCATED 0.3 MILE NORTH OF GILKEY AND 5.8 MILES NORTH FA3348'OF RUTHERFORDTON. TO REACH STATION FROM INTERSECTION OF US 221 AND FA3348'SR 1362 AT GILKEY BAPTIST CHURCH IN GILKEY, PROCEED NORTH ALONG US FA3348'221 FOR 0.35 MILE TO STATION ON THE LEFT SHOULDER. 0.2 MILE SOUTH FA3348'OF SR 1362 (SHINGLE HOLLOW RD.) NORTH END OF LOOP. FA3348' FA3348'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA3348'COMMUNITY 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA3348'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. FA3348' FA3348'MARK IS FA3348'19.7 FEET W OF C/L OF US 221. FA3348'81.0 FEET W OF 14 INCH PINE WITH ALUMINUM REF. TAG. FA3348'78.3 FEET SSW OF TELEPHONE JUNCTION BOX. FA3348'117.5 FEET SW OF PP WITH 1X3 METAL BOX ON SIDE PLUS METER, AND FA3348'WITH ALUMINUM REF. TAG. FA3348 FA3348 STATION RECOVERY (1983) FA3348 FA3348'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3348'RECOVERED AS DESCRIBED. FA3348 FA3348 STATION RECOVERY (1996) FA3348 FA3348'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3348'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7941 *********************************************************************** AF7941 DESIGNATION - CONE AZ MK AF7941 PID - AF7941 AF7941 STATE/COUNTY- NC/RUTHERFORD AF7941 USGS QUAD - FOREST CITY (1993) AF7941 AF7941 *CURRENT SURVEY CONTROL AF7941 ___________________________________________________________________ AF7941* NAD 83(1986)- 35 16 02.64420(N) 081 47 34.65216(W) ADJUSTED AF7941* NAVD 88 - 247.39 (meters) 811.6 (feet) LEVELING AF7941 ___________________________________________________________________ AF7941 LAPLACE CORR- 0.48 (seconds) DEFLEC99 AF7941 GEOID HEIGHT- -31.95 (meters) GEOID03 AF7941 AF7941 HORZ ORDER - SECOND AF7941 VERT ORDER - THIRD AF7941 AF7941.The North Carolina HARNS have been completed but, AF7941.due to contractual restrictions, coordinates for these stations AF7941.will NOT be published in the near future. In the interim, the AF7941.published coordinates in North Carolina will not be AF7941.consistent with the Continuously Operating Reference Stations AF7941.(CORS). The HARN coordinates for these stations are available AF7941.upon request. Contact Gary Thompson(919-733-3836). AF7941. AF7941.In addition, the published North Carolina positions AF7941.(NAD 83 (1986)) are NOT consistent with those determined in AF7941.adjacent state readjustments. The discontinuity between stations AF7941.located in North Carolina and those in adjacent states AF7941.which have been adjusted to the HARN may be as much as 5 AF7941.decimeters. This will result in a significant loss of accuracy AF7941.over lines crossing such state borders. AF7941 AF7941 AF7941.The horizontal coordinates were established by classical geodetic methods AF7941.and adjusted by the National Geodetic Survey in June 1998. AF7941 AF7941.The orthometric height was determined by differential leveling. AF7941.The vertical network tie was performed by a horz. field party for horz. AF7941.obs reductions. Reset procedures were used to establish the elevation. AF7941 AF7941.The Laplace correction was computed from DEFLEC99 derived deflections. AF7941 AF7941.The geoid height was determined by GEOID03. AF7941 AF7941; North East Units Scale Factor Converg. AF7941;SPC NC - 171,899.541 355,535.225 MT 0.99987263 -1 36 43.2 AF7941;SPC NC - 563,973.74 1,166,451.82 sFT 0.99987263 -1 36 43.2 AF7941;UTM 17 - 3,902,985.671 427,876.596 MT 0.99966410 -0 27 28.3 AF7941 AF7941! - Elev Factor x Scale Factor = Combined Factor AF7941!SPC NC - 0.99996618 x 0.99987263 = 0.99983882 AF7941!UTM 17 - 0.99996618 x 0.99966410 = 0.99963030 AF7941 AF7941 SUPERSEDED SURVEY CONTROL AF7941 AF7941.No superseded survey control is available for this station. AF7941 AF7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2787702986(NAD 83) AF7941_MARKER: DZ = AZIMUTH MARK DISK AF7941_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AF7941+WITH SETTING: PAVEMENT AF7941_SP_SET: CONCRETE STEP AF7941_STAMPING: CONE 1990 AF7941_MARK LOGO: NCGS AF7941_MAGNETIC: N = NO MAGNETIC MATERIAL AF7941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7941+STABILITY: SURFACE MOTION AF7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7941+SATELLITE: SATELLITE OBSERVATIONS - 1990 AF7941 AF7941 HISTORY - Date Condition Report By AF7941 HISTORY - 1990 MONUMENTED NCGS AF7941 AF7941 STATION DESCRIPTION AF7941 AF7941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AF7941'STATION IS LOCATED IN HENRIETTTA-AVONDALE, AT THE INTERSECTION OF US AF7941'221A WITH SR 1920 (NORTH MAIN STREET) AND SR 2125 (HARRIS-HENRIETTA AF7941'ROAD), IN THE SOUTHWEST QUADRANT OF THE CROSSROADS, IN BOTTOM STEP TO AF7941'A BRICK COMMERCIAL BUILDING.$MARK IS LEVEL WITH HIGHWAY. LOCATED 29.5 AF7941'FT (9.0 M) WEST-SOUTHWEST OF THE CENTERLINE OF US 221 A, 46.0 FT (14.0 AF7941'M) WEST-NORTHWEST OF THE CENTERLINE OF THE CROSSROADS, AND 17.0 FT AF7941'(5.2 M) SOUTH-SOUTHEAST OF THE CORNER OF BRICK BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8235 *********************************************************************** AF8235 DESIGNATION - COOLEY AF8235 PID - AF8235 AF8235 STATE/COUNTY- NC/RUTHERFORD AF8235 USGS QUAD - FINGERVILLE EAST (1993) AF8235 AF8235 *CURRENT SURVEY CONTROL AF8235 ___________________________________________________________________ AF8235* NAD 83(1986)- 35 11 12.46920(N) 081 57 07.85451(W) ADJUSTED AF8235* NAVD 88 - 293.072 (meters) 961.52 (feet) ADJUSTED AF8235 ___________________________________________________________________ AF8235 LAPLACE CORR- -0.49 (seconds) DEFLEC99 AF8235 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8235 DYNAMIC HT - 292.778 (meters) 960.56 (feet) COMP AF8235 MODELED GRAV- 979,625.7 (mgal) NAVD 88 AF8235 AF8235 HORZ ORDER - SECOND AF8235 VERT ORDER - SECOND CLASS II AF8235 AF8235.The North Carolina HARNS have been completed but, AF8235.due to contractual restrictions, coordinates for these stations AF8235.will NOT be published in the near future. In the interim, the AF8235.published coordinates in North Carolina will not be AF8235.consistent with the Continuously Operating Reference Stations AF8235.(CORS). The HARN coordinates for these stations are available AF8235.upon request. Contact Gary Thompson(919-733-3836). AF8235. AF8235.In addition, the published North Carolina positions AF8235.(NAD 83 (1986)) are NOT consistent with those determined in AF8235.adjacent state readjustments. The discontinuity between stations AF8235.located in North Carolina and those in adjacent states AF8235.which have been adjusted to the HARN may be as much as 5 AF8235.decimeters. This will result in a significant loss of accuracy AF8235.over lines crossing such state borders. AF8235 AF8235 AF8235.The horizontal coordinates were established by classical geodetic methods AF8235.and adjusted by the National Geodetic Survey in June 1998. AF8235 AF8235.The orthometric height was determined by differential leveling AF8235.and adjusted by the National Geodetic Survey in February 2001. AF8235.No vertical observational check was made to the station. AF8235 AF8235.The Laplace correction was computed from DEFLEC99 derived deflections. AF8235 AF8235.The geoid height was determined by GEOID03. AF8235 AF8235.The dynamic height is computed by dividing the NAVD 88 AF8235.geopotential number by the normal gravity value computed on the AF8235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF8235.degrees latitude (g = 980.6199 gals.). AF8235 AF8235.The modeled gravity was interpolated from observed gravity values. AF8235 AF8235; North East Units Scale Factor Converg. AF8235;SPC NC - 163,381.142 340,789.546 MT 0.99987323 -1 42 14.1 AF8235;SPC NC - 536,026.30 1,118,073.70 sFT 0.99987323 -1 42 14.1 AF8235;UTM 17 - 3,894,173.582 413,308.403 MT 0.99969262 -0 32 55.4 AF8235 AF8235! - Elev Factor x Scale Factor = Combined Factor AF8235!SPC NC - 0.99995901 x 0.99987323 = 0.99983224 AF8235!UTM 17 - 0.99995901 x 0.99969262 = 0.99965164 AF8235 AF8235 SUPERSEDED SURVEY CONTROL AF8235 AF8235.No superseded survey control is available for this station. AF8235 AF8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1330894174(NAD 83) AF8235_MARKER: DH = HORIZONTAL CONTROL DISK AF8235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8235_STAMPING: COOLEY 1985 AF8235_MARK LOGO: NCGS AF8235_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8235+STABILITY: SURFACE MOTION AF8235 AF8235 HISTORY - Date Condition Report By AF8235 HISTORY - 1985 MONUMENTED NCGS AF8235 HISTORY - 19961016 GOOD NCGS AF8235 AF8235 STATION DESCRIPTION AF8235 AF8235'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8235'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF SANDY SPRINGS, AF8235'20.0 KM (12.40 MI) SOUTH OF RUTHERFORDTON. ALONG SR 1102 FOR 2.5 KM AF8235'(1.55 MI) SOUTHEAST OF THE SR 1101 (COUNTY LINE RD) INTERSECTION, AT AF8235'THE RUTHERFORD-POLK COUNTY LINE, AT SANDY SPRINGS, OR 0.15 KM (0.10 AF8235'MI) NORTHWEST OF THE NC-SC STATE LINE. MARK IS FLUSH WITH GROUND AND AF8235'IS 3-FEET HIGHER THAN SR 1102. LOCATED 47.9 M (157.2 FT) SOUTHWEST OF AF8235'THE CENTERLINE OF SR 1102--AND 7.92 M (25.98 FT) SOUTHEAST OF 36-INCH AF8235'WHITE OAK, 13.8 M (45.3 FT) SOUTHWEST OF 18-INCH PECAN, 25.73 M (84.42 AF8235'FT) SOUTH-SOUTHWEST OF 42-INCH WHITE OAK--ALL THREE WITH REFERENCE AF8235'TAGS. AF8235 AF8235 STATION RECOVERY (1996) AF8235 AF8235'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) AF8235'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3333 *********************************************************************** FA3333 DESIGNATION - COURT FA3333 PID - FA3333 FA3333 STATE/COUNTY- NC/RUTHERFORD FA3333 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA3333 FA3333 *CURRENT SURVEY CONTROL FA3333 ___________________________________________________________________ FA3333* NAD 83(1986)- 35 22 09.98797(N) 081 57 26.91650(W) ADJUSTED FA3333* NAVD 88 - 292.2 (meters) 959. (feet) VERTCON FA3333 ___________________________________________________________________ FA3333 LAPLACE CORR- -0.72 (seconds) DEFLEC99 FA3333 GEOID HEIGHT- -31.92 (meters) GEOID03 FA3333 FA3333 HORZ ORDER - SECOND FA3333 FA3333.The North Carolina HARNS have been completed but, FA3333.due to contractual restrictions, coordinates for these stations FA3333.will NOT be published in the near future. In the interim, the FA3333.published coordinates in North Carolina will not be FA3333.consistent with the Continuously Operating Reference Stations FA3333.(CORS). The HARN coordinates for these stations are available FA3333.upon request. Contact Gary Thompson(919-733-3836). FA3333. FA3333.In addition, the published North Carolina positions FA3333.(NAD 83 (1986)) are NOT consistent with those determined in FA3333.adjacent state readjustments. The discontinuity between stations FA3333.located in North Carolina and those in adjacent states FA3333.which have been adjusted to the HARN may be as much as 5 FA3333.decimeters. This will result in a significant loss of accuracy FA3333.over lines crossing such state borders. FA3333 FA3333 FA3333.The horizontal coordinates were established by classical geodetic methods FA3333.and adjusted by the National Geodetic Survey in July 1986. FA3333 FA3333.The NAVD 88 height was computed by applying the VERTCON shift value to FA3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3333 FA3333.The Laplace correction was computed from DEFLEC99 derived deflections. FA3333 FA3333.The geoid height was determined by GEOID03. FA3333 FA3333; North East Units Scale Factor Converg. FA3333;SPC NC - 183,647.505 340,911.081 MT 0.99987469 -1 42 25.1 FA3333;SPC NC - 602,516.86 1,118,472.44 sFT 0.99987469 -1 42 25.1 FA3333;UTM 17 - 3,914,434.630 413,021.826 MT 0.99969323 -0 33 15.4 FA3333 FA3333! - Elev Factor x Scale Factor = Combined Factor FA3333!SPC NC - 0.99995915 x 0.99987469 = 0.99983385 FA3333!UTM 17 - 0.99995915 x 0.99969323 = 0.99965240 FA3333 FA3333: Primary Azimuth Mark Grid Az FA3333:SPC NC - MITCHELL 226 04 27.3 FA3333:UTM 17 - MITCHELL 224 55 17.6 FA3333 FA3333|---------------------------------------------------------------------| FA3333| PID Reference Object Distance Geod. Az | FA3333| dddmmss.s | FA3333| FA1353 MITCHELL APPROX. 0.6 KM 2242202.2 | FA3333|---------------------------------------------------------------------| FA3333 FA3333 SUPERSEDED SURVEY CONTROL FA3333 FA3333 NAD 27 - 35 22 09.53056(N) 081 57 27.54806(W) AD( ) 2 FA3333 NGVD 29 (07/19/86) 292.4 (m) 959. (f) VERT ANG FA3333 FA3333.Superseded values are not recommended for survey control. FA3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3333.See file dsdata.txt to determine how the superseded data were derived. FA3333 FA3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1302214435(NAD 83) FA3333_MARKER: DE = TRAVERSE STATION DISK FA3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3333_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3333_STAMPING: COURT 1972 FA3333_MARK LOGO: NCGS FA3333_MAGNETIC: N = NO MAGNETIC MATERIAL FA3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3333+STABILITY: SURFACE MOTION FA3333 FA3333 HISTORY - Date Condition Report By FA3333 HISTORY - 1972 MONUMENTED NCGS FA3333 HISTORY - 19830101 POOR NCGS FA3333 HISTORY - 20050219 MARK NOT FOUND GEOCAC FA3333 HISTORY - 20050912 MARK NOT FOUND USPSQD FA3333 FA3333 STATION DESCRIPTION FA3333 FA3333'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3333'COURT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3333'VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA3333' FA3333'COURT IS LOCATED AT RUTHERFORD COUNTY COURTHOUSE IN RUTHERFORDTON. FA3333'STATION IS ACROSS WEST THIRD STREET FROM NORTHWEST CORNER OF FA3333'RUTHERFORD COUNTY COURTHOUSE, AND APPROXIMATELY A FOOT EAST OF THE FA3333'NORTH PROJECTION OF THE WEST SIDE OF COURTHOUSE, AND IN PARKING FA3333'LOT. FA3333' FA3333'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED COURT FA3333'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3333'FLUSH WITH THE SURFACE OF THE GROUND. FA3333' FA3333'MARK IS FA3333'47.7 FEET N OF C/L OF WEST THIRD STREET. FA3333'2.3 FEET NE OF 8 INCH POST WITH ALUMINUM REF. TAG. FA3333'32.3 FEET N OF LAMP POLE WITH ALUMINUM REF. TAG. FA3333'62.8 FEET WNW OF NW CORNER OF CONCRETE BASE OF METAL DUAL LAMP FA3333'POST AT SW CORNER OF SERVICE STATION PROPERTY. FA3333 FA3333 STATION RECOVERY (1983) FA3333 FA3333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3333'THE STATION WAS SEARCHED FOR BUT NOT FOUND. STATION HAS BEEN PAVED FA3333'OVER, A PARKING LOT NOW EXISTS WHERE STATION SHOULD BE. FA3333 FA3333 STATION RECOVERY (2005) FA3333 FA3333'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FA3333'A PARKING LOT FOR THE COUNTY JAIL HAS BEEN BUILT AT THE DESCRIBED FA3333'LOCATION. FA3333 FA3333 STATION RECOVERY (2005) FA3333 FA3333'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA3333'MEASUREMENT PUTS STATION UNDER PAVEMENT OF PARKING LOT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1372 *********************************************************************** FA1372 DESIGNATION - COWAN FA1372 PID - FA1372 FA1372 STATE/COUNTY- NC/RUTHERFORD FA1372 USGS QUAD - FOREST CITY (1993) FA1372 FA1372 *CURRENT SURVEY CONTROL FA1372 ___________________________________________________________________ FA1372* NAD 83(1986)- 35 19 11.75374(N) 081 49 22.59861(W) ADJUSTED FA1372* NAVD 88 - 251.465 (meters) 825.01 (feet) ADJUSTED FA1372 ___________________________________________________________________ FA1372 LAPLACE CORR- 0.07 (seconds) DEFLEC99 FA1372 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1372 DYNAMIC HT - 251.217 (meters) 824.20 (feet) COMP FA1372 MODELED GRAV- 979,640.0 (mgal) NAVD 88 FA1372 FA1372 HORZ ORDER - SECOND FA1372 VERT ORDER - SECOND CLASS II FA1372 FA1372.The North Carolina HARNS have been completed but, FA1372.due to contractual restrictions, coordinates for these stations FA1372.will NOT be published in the near future. In the interim, the FA1372.published coordinates in North Carolina will not be FA1372.consistent with the Continuously Operating Reference Stations FA1372.(CORS). The HARN coordinates for these stations are available FA1372.upon request. Contact Gary Thompson(919-733-3836). FA1372. FA1372.In addition, the published North Carolina positions FA1372.(NAD 83 (1986)) are NOT consistent with those determined in FA1372.adjacent state readjustments. The discontinuity between stations FA1372.located in North Carolina and those in adjacent states FA1372.which have been adjusted to the HARN may be as much as 5 FA1372.decimeters. This will result in a significant loss of accuracy FA1372.over lines crossing such state borders. FA1372 FA1372 FA1372.The horizontal coordinates were established by classical geodetic methods FA1372.and adjusted by the National Geodetic Survey in July 1986. FA1372 FA1372.The orthometric height was determined by differential leveling FA1372.and adjusted by the National Geodetic Survey in June 1991. FA1372 FA1372.The Laplace correction was computed from DEFLEC99 derived deflections. FA1372 FA1372.The geoid height was determined by GEOID03. FA1372 FA1372.The dynamic height is computed by dividing the NAVD 88 FA1372.geopotential number by the normal gravity value computed on the FA1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1372.degrees latitude (g = 980.6199 gals.). FA1372 FA1372.The modeled gravity was interpolated from observed gravity values. FA1372 FA1372; North East Units Scale Factor Converg. FA1372;SPC NC - 177,801.637 352,974.000 MT 0.99987330 -1 37 45.5 FA1372;SPC NC - 583,337.54 1,158,048.86 sFT 0.99987330 -1 37 45.5 FA1372;UTM 17 - 3,908,833.788 425,197.594 MT 0.99966895 -0 28 32.9 FA1372 FA1372! - Elev Factor x Scale Factor = Combined Factor FA1372!SPC NC - 0.99996555 x 0.99987330 = 0.99983885 FA1372!UTM 17 - 0.99996555 x 0.99966895 = 0.99963451 FA1372 FA1372: Primary Azimuth Mark Grid Az FA1372:SPC NC - BROAD 101 30 31.7 FA1372:UTM 17 - BROAD 100 21 19.1 FA1372 FA1372|---------------------------------------------------------------------| FA1372| PID Reference Object Distance Geod. Az | FA1372| dddmmss.s | FA1372| FA1371 BROAD APPROX. 0.7 KM 0995246.2 | FA1372|---------------------------------------------------------------------| FA1372 FA1372 SUPERSEDED SURVEY CONTROL FA1372 FA1372 NAD 27 - 35 19 11.30554(N) 081 49 23.23910(W) AD( ) 2 FA1372 NGVD 29 (??/??/92) 251.711 (m) 825.82 (f) ADJ UNCH 2 2 FA1372 FA1372.Superseded values are not recommended for survey control. FA1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1372.See file dsdata.txt to determine how the superseded data were derived. FA1372 FA1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2519808834(NAD 83) FA1372_MARKER: DE = TRAVERSE STATION DISK FA1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1372_STAMPING: COWAN 1972 FA1372_MARK LOGO: NCGS FA1372_PROJECTION: FLUSH FA1372_MAGNETIC: N = NO MAGNETIC MATERIAL FA1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1372+STABILITY: SURFACE MOTION FA1372 FA1372 HISTORY - Date Condition Report By FA1372 HISTORY - 1972 MONUMENTED NCGS FA1372 HISTORY - 19731001 GOOD NCGS FA1372 HISTORY - 19830101 GOOD NCGS FA1372 HISTORY - 19960524 GOOD USPSQD FA1372 FA1372 STATION DESCRIPTION FA1372 FA1372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1372'COWAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1372'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1372' FA1372'COWAN IS LOCATED APPROXIMATELY 2.8 MILES ESE OF FOREST CITY AND 3.8 FA1372'MILES WEST OF ELLENBORO. TO REACH STATION FROM INTERSECTION OF US FA1372'74 BYPASS WITH US 221-A NEAR FOREST CITY, PROCEED EAST ALONG US 74 FA1372'FOR 1.95 MILES TO SECOND BROAD RIVER BRIDGE AND STATION ON THE FA1372'LEFT AT NORTHWEST CORNER OF WEST BOUND LANE BRIDGE, APPROXIMATELY FA1372'1500 FEET NORTH OF BURLINGTON INDUSTRIES PLANT (NE CORNER), AND FA1372'IN GRASS-AT CURB LOOP. FA1372' FA1372'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED COWAN FA1372'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1372'FLUSH WITH THE SURFACE OF THE GROUND. FA1372' FA1372'MARK IS FA1372'19.0 FEET NW OF C/L OF US 74 BYPASS W BOUND LANE. FA1372'4.0 FEET W OF NW CORNER OF BRIDGE RAIL (CONCRETE). FA1372'2.7 FEET SSE OF GUARD RAIL (METAL). FA1372'2.9 FEET NE OF NE CORNER OF CURB LOOP. FA1372 FA1372 STATION RECOVERY (1973) FA1372 FA1372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1372'2.4 MI ESE OF FOREST CITY. FA1372'TO REACH STATION FROM THE US 221A OVERPASS OF US 74 BYPASS SOUTH FA1372'FOREST CITY, PROCEED EAST ALONG US 74 FOR 1.95 MILES TO SECOND BROAD FA1372'RIVER BRIDGE AND STATION ON THE LEFT AT NORTHWEST CORNER OF WESTBOUND FA1372'LANE BRIDGE, APPROXIMATELY 1500 FEET NORTH OF BURLINGTON INDUSTRIES FA1372'PLANT (NORTHEAST CORNER), AND IN GRASSY AREA OF A LOOPING CURB. 19.0 FA1372'FEET NORTHWEST OF CENTERLINE OF US 74 BYPASS (WESTBOUND LANE), 4.0 FA1372'WEST OF NORTHWEST CORNER OF BRIDGE RAIL (CONCRETE) 2.7 FEET FA1372'SOUTH-SOUTHEAST OF A GUARDRAIL (METAL), AND 2.9 FEET NORTHEAST OF FA1372'NORTHEAST CORNER OF LOOPING CURB. DISK IS SET IN CYLINDER, FLUSH WITH FA1372'THE GROUND. FA1372 FA1372 STATION RECOVERY (1983) FA1372 FA1372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1372'RECOVERED AS DESCRIBED. FA1372 FA1372 STATION RECOVERY (1996) FA1372 FA1372'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1372'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8181 *********************************************************************** AF8181 DESIGNATION - DANIELTOWN AF8181 PID - AF8181 AF8181 STATE/COUNTY- NC/RUTHERFORD AF8181 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8181 AF8181 *CURRENT SURVEY CONTROL AF8181 ___________________________________________________________________ AF8181* NAD 83(1986)- 35 17 17.80702(N) 081 54 18.64769(W) ADJUSTED AF8181* NAVD 88 - 302.6 (meters) 993. (feet) VERT ANG AF8181 ___________________________________________________________________ AF8181 LAPLACE CORR- -0.61 (seconds) DEFLEC99 AF8181 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8181 AF8181 HORZ ORDER - SECOND AF8181 AF8181.The North Carolina HARNS have been completed but, AF8181.due to contractual restrictions, coordinates for these stations AF8181.will NOT be published in the near future. In the interim, the AF8181.published coordinates in North Carolina will not be AF8181.consistent with the Continuously Operating Reference Stations AF8181.(CORS). The HARN coordinates for these stations are available AF8181.upon request. Contact Gary Thompson(919-733-3836). AF8181. AF8181.In addition, the published North Carolina positions AF8181.(NAD 83 (1986)) are NOT consistent with those determined in AF8181.adjacent state readjustments. The discontinuity between stations AF8181.located in North Carolina and those in adjacent states AF8181.which have been adjusted to the HARN may be as much as 5 AF8181.decimeters. This will result in a significant loss of accuracy AF8181.over lines crossing such state borders. AF8181 AF8181 AF8181.The horizontal coordinates were established by classical geodetic methods AF8181.and adjusted by the National Geodetic Survey in June 1998. AF8181 AF8181.The orthometric height was determined by vertical angle observations. AF8181 AF8181.The Laplace correction was computed from DEFLEC99 derived deflections. AF8181 AF8181.The geoid height was determined by GEOID03. AF8181 AF8181; North East Units Scale Factor Converg. AF8181;SPC NC - 174,507.621 345,397.493 MT 0.99987279 -1 40 36.4 AF8181;SPC NC - 572,530.42 1,133,191.61 sFT 0.99987279 -1 40 36.4 AF8181;UTM 17 - 3,905,388.572 417,690.424 MT 0.99968349 -0 31 22.6 AF8181 AF8181! - Elev Factor x Scale Factor = Combined Factor AF8181!SPC NC - 0.99995752 x 0.99987279 = 0.99983031 AF8181!UTM 17 - 0.99995752 x 0.99968349 = 0.99964102 AF8181 AF8181 SUPERSEDED SURVEY CONTROL AF8181 AF8181.No superseded survey control is available for this station. AF8181 AF8181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1769005389(NAD 83) AF8181_MARKER: DE = TRAVERSE STATION DISK AF8181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8181_STAMPING: DANIELTOWN 1985 AF8181_MARK LOGO: NCGS AF8181_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8181+STABILITY: SURFACE MOTION AF8181 AF8181 HISTORY - Date Condition Report By AF8181 HISTORY - 1985 MONUMENTED NCGS AF8181 AF8181 STATION DESCRIPTION AF8181 AF8181'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8181'STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF ALEXANDER AF8181'MILLS, AND 10.1 KM (6.25 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 AF8181'FOR 0.55 KM (0.35 MI) SOUTHEAST OF THE SR 2169 (US 221 TRUCK ROUTE, AF8181'OAKLAND RD) INTERSECTION, AT DANIELTOWN, TO SR 1139 AND STATION ABOUT AF8181'200-FEET SOUTH-SOUTHEAST OF INTERSECTION. MARK IS RECESSED 4 INCHES AF8181'BELOW GROUND AND IS 2-FEET LOWER THAN US 221. LOCATED 5.85 M (19.19 AF8181'FT) SOUTHWEST OF THE CENTERLINE OF US 221, 4.63 M (15.19 FT) AF8181'EAST-SOUTHEAST OF POWER POLE, 0.82 M (2.69 FT) NORTH-NORTHEAST OF AF8181'CREOSOTE POLE, 8.29 M (27.20 FT) NORTH OF 14-INCH WHITE PINE, 24.93 M AF8181'(81.79 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF BRICK HOUSE, AND AF8181'60.35 M (198.00 FT) SOUTH-SOUTHEAST OF INTERSECTION OF US 221 AND SR AF8181'1139. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8232 *********************************************************************** AF8232 DESIGNATION - DAVIS AF8232 PID - AF8232 AF8232 STATE/COUNTY- NC/RUTHERFORD AF8232 USGS QUAD - FINGERVILLE EAST (1993) AF8232 AF8232 *CURRENT SURVEY CONTROL AF8232 ___________________________________________________________________ AF8232* NAD 83(1986)- 35 11 41.80354(N) 081 56 18.77198(W) ADJUSTED AF8232* NAVD 88 - 289.0 (meters) 948. (feet) VERT ANG AF8232 ___________________________________________________________________ AF8232 LAPLACE CORR- -0.67 (seconds) DEFLEC99 AF8232 GEOID HEIGHT- -31.91 (meters) GEOID03 AF8232 AF8232 HORZ ORDER - SECOND AF8232 AF8232.The North Carolina HARNS have been completed but, AF8232.due to contractual restrictions, coordinates for these stations AF8232.will NOT be published in the near future. In the interim, the AF8232.published coordinates in North Carolina will not be AF8232.consistent with the Continuously Operating Reference Stations AF8232.(CORS). The HARN coordinates for these stations are available AF8232.upon request. Contact Gary Thompson(919-733-3836). AF8232. AF8232.In addition, the published North Carolina positions AF8232.(NAD 83 (1986)) are NOT consistent with those determined in AF8232.adjacent state readjustments. The discontinuity between stations AF8232.located in North Carolina and those in adjacent states AF8232.which have been adjusted to the HARN may be as much as 5 AF8232.decimeters. This will result in a significant loss of accuracy AF8232.over lines crossing such state borders. AF8232 AF8232 AF8232.The horizontal coordinates were established by classical geodetic methods AF8232.and adjusted by the National Geodetic Survey in June 1998. AF8232 AF8232.The orthometric height was determined by vertical angle observations. AF8232 AF8232.The Laplace correction was computed from DEFLEC99 derived deflections. AF8232 AF8232.The geoid height was determined by GEOID03. AF8232 AF8232; North East Units Scale Factor Converg. AF8232;SPC NC - 164,247.817 342,057.386 MT 0.99987308 -1 41 45.8 AF8232;SPC NC - 538,869.71 1,122,233.27 sFT 0.99987308 -1 41 45.8 AF8232;UTM 17 - 3,895,065.477 414,558.287 MT 0.99968997 -0 32 27.5 AF8232 AF8232! - Elev Factor x Scale Factor = Combined Factor AF8232!SPC NC - 0.99995965 x 0.99987308 = 0.99983274 AF8232!UTM 17 - 0.99995965 x 0.99968997 = 0.99964963 AF8232 AF8232 SUPERSEDED SURVEY CONTROL AF8232 AF8232.No superseded survey control is available for this station. AF8232 AF8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1455895065(NAD 83) AF8232_MARKER: DH = HORIZONTAL CONTROL DISK AF8232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8232_STAMPING: DAVIS 1985 AF8232_MARK LOGO: NCGS AF8232_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8232+STABILITY: SURFACE MOTION AF8232 AF8232 HISTORY - Date Condition Report By AF8232 HISTORY - 1985 MONUMENTED NCGS AF8232 AF8232 STATION DESCRIPTION AF8232 AF8232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8232'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST-SOUTHEAST OF SANDY AF8232'SPRINGS, 19.0 KM (11.80 MI) SOUTH OF RUTHERFORDTON. PROCEED ALONG SR AF8232'1101 (COUNTY LINE RD) FOR 1.6 KM (1.00 MI) NORTH OF THE SR 1102 AF8232'INTERSECTION AT THE RUTHERFORD-POLK COUNTY LINE, AT SANDY SPRINGS, TO AF8232'SR 1112, THENCE EAST ALONG SR 1112 FOR 3.9 KM (2.40 MI) TO SR 1106, AF8232'THENCE ALONG SR 1106 FOR 1.9 KM (1.20 MI) SOUTH, TO POWER LINE AND AF8232'STATION. MARK IS 10-FEET HIGHER THAN SR 1106. LOCATED 57.15 M (187.50 AF8232'FT) NORTHWEST OF THE CENTERLINE OF SR 1106, 59.59 M (195.50 FT) AF8232'EAST-NORTHEAST OF NORTHEAST LEG OF TRANSMISSION TOWER (278)--AND 4.08 AF8232'M (13.39 FT) SOUTH OF 8-INCH PINE, 21.73 M (71.29 FT) EAST-SOUTHEAST AF8232'OF 8-INCH APPLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8169 *********************************************************************** AF8169 DESIGNATION - DEDMON AF8169 PID - AF8169 AF8169 STATE/COUNTY- NC/RUTHERFORD AF8169 USGS QUAD - CHESNEE (1993) AF8169 AF8169 *CURRENT SURVEY CONTROL AF8169 ___________________________________________________________________ AF8169* NAD 83(1986)- 35 14 09.86861(N) 081 50 54.04606(W) ADJUSTED AF8169* NAVD 88 - 282.5 (meters) 927. (feet) VERT ANG AF8169 ___________________________________________________________________ AF8169 LAPLACE CORR- 0.08 (seconds) DEFLEC99 AF8169 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8169 AF8169 HORZ ORDER - SECOND AF8169 AF8169.The North Carolina HARNS have been completed but, AF8169.due to contractual restrictions, coordinates for these stations AF8169.will NOT be published in the near future. In the interim, the AF8169.published coordinates in North Carolina will not be AF8169.consistent with the Continuously Operating Reference Stations AF8169.(CORS). The HARN coordinates for these stations are available AF8169.upon request. Contact Gary Thompson(919-733-3836). AF8169. AF8169.In addition, the published North Carolina positions AF8169.(NAD 83 (1986)) are NOT consistent with those determined in AF8169.adjacent state readjustments. The discontinuity between stations AF8169.located in North Carolina and those in adjacent states AF8169.which have been adjusted to the HARN may be as much as 5 AF8169.decimeters. This will result in a significant loss of accuracy AF8169.over lines crossing such state borders. AF8169 AF8169 AF8169.The horizontal coordinates were established by classical geodetic methods AF8169.and adjusted by the National Geodetic Survey in June 1998. AF8169 AF8169.The orthometric height was determined by vertical angle observations. AF8169 AF8169.The Laplace correction was computed from DEFLEC99 derived deflections. AF8169 AF8169.The geoid height was determined by GEOID03. AF8169 AF8169; North East Units Scale Factor Converg. AF8169;SPC NC - 168,569.044 350,398.513 MT 0.99987263 -1 38 38.3 AF8169;SPC NC - 553,046.94 1,149,599.12 sFT 0.99987263 -1 38 38.3 AF8169;UTM 17 - 3,899,553.069 422,809.054 MT 0.99967343 -0 29 22.1 AF8169 AF8169! - Elev Factor x Scale Factor = Combined Factor AF8169!SPC NC - 0.99996068 x 0.99987263 = 0.99983331 AF8169!UTM 17 - 0.99996068 x 0.99967343 = 0.99963412 AF8169 AF8169 SUPERSEDED SURVEY CONTROL AF8169 AF8169.No superseded survey control is available for this station. AF8169 AF8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2280999553(NAD 83) AF8169_MARKER: DE = TRAVERSE STATION DISK AF8169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8169_STAMPING: DEDMON 1985 AF8169_MARK LOGO: NCGS AF8169_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8169+STABILITY: SURFACE MOTION AF8169 AF8169 HISTORY - Date Condition Report By AF8169 HISTORY - 1985 MONUMENTED NCGS AF8169 AF8169 STATION DESCRIPTION AF8169 AF8169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8169'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) EAST-SOUTHEAST OF HARRIS, AF8169'AND 17.7 KM (11.00 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR AF8169'3.45 KM (2.15 MI) NORTH-NORTHWEST OF THE US 221 BRIDGE OVER THE BROAD AF8169'RIVER, AT THE US 221 AND SR 1117-SR 2210 INTERSECTION, SOUTH-SOUTHWEST AF8169'OF INTERSECTION. MARK IS FLUSH WITH GROUND AND 5-FEET HIGHER THAN US AF8169'221. LOCATED 15.39 M (50.49 FT) SOUTHWEST OF THE CENTERLINE OF US 221, AF8169'19.96 M (65.49 FT) NORTHWEST OF FIRE HYDRANT, 18.59 M (60.99 FT) AF8169'SOUTH-SOUTHWEST OF INTERSECTION OF US 221 AND SR 1117 AND SR 2210, AND AF8169'43.13 M (141.50 FT) EAST OF POWER POLE WITH TRANSFORMER AND REFERENCE AF8169'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8182 *********************************************************************** AF8182 DESIGNATION - DEN AF8182 PID - AF8182 AF8182 STATE/COUNTY- NC/RUTHERFORD AF8182 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8182 AF8182 *CURRENT SURVEY CONTROL AF8182 ___________________________________________________________________ AF8182* NAD 83(1986)- 35 17 51.27251(N) 081 54 48.56329(W) ADJUSTED AF8182* NAVD 88 - 313.6 (meters) 1029. (feet) VERT ANG AF8182 ___________________________________________________________________ AF8182 LAPLACE CORR- -0.69 (seconds) DEFLEC99 AF8182 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8182 AF8182 HORZ ORDER - SECOND AF8182 AF8182.The North Carolina HARNS have been completed but, AF8182.due to contractual restrictions, coordinates for these stations AF8182.will NOT be published in the near future. In the interim, the AF8182.published coordinates in North Carolina will not be AF8182.consistent with the Continuously Operating Reference Stations AF8182.(CORS). The HARN coordinates for these stations are available AF8182.upon request. Contact Gary Thompson(919-733-3836). AF8182. AF8182.In addition, the published North Carolina positions AF8182.(NAD 83 (1986)) are NOT consistent with those determined in AF8182.adjacent state readjustments. The discontinuity between stations AF8182.located in North Carolina and those in adjacent states AF8182.which have been adjusted to the HARN may be as much as 5 AF8182.decimeters. This will result in a significant loss of accuracy AF8182.over lines crossing such state borders. AF8182 AF8182 AF8182.The horizontal coordinates were established by classical geodetic methods AF8182.and adjusted by the National Geodetic Survey in June 1998. AF8182 AF8182.The orthometric height was determined by vertical angle observations. AF8182 AF8182.The Laplace correction was computed from DEFLEC99 derived deflections. AF8182 AF8182.The geoid height was determined by GEOID03. AF8182 AF8182; North East Units Scale Factor Converg. AF8182;SPC NC - 175,560.544 344,672.251 MT 0.99987291 -1 40 53.7 AF8182;SPC NC - 575,984.88 1,130,812.21 sFT 0.99987291 -1 40 53.7 AF8182;UTM 17 - 3,906,426.483 416,944.267 MT 0.99968501 -0 31 40.3 AF8182 AF8182! - Elev Factor x Scale Factor = Combined Factor AF8182!SPC NC - 0.99995579 x 0.99987291 = 0.99982871 AF8182!UTM 17 - 0.99995579 x 0.99968501 = 0.99964082 AF8182 AF8182 SUPERSEDED SURVEY CONTROL AF8182 AF8182.No superseded survey control is available for this station. AF8182 AF8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1694406426(NAD 83) AF8182_MARKER: DE = TRAVERSE STATION DISK AF8182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8182_STAMPING: DEN 1985 AF8182_MARK LOGO: NCGS AF8182_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8182+STABILITY: SURFACE MOTION AF8182 AF8182 HISTORY - Date Condition Report By AF8182 HISTORY - 1985 MONUMENTED NCGS AF8182 AF8182 STATION DESCRIPTION AF8182 AF8182'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8182'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) WEST-SOUTHWEST OF ALEXANDER AF8182'MILLS, AND 8.7 KM (5.40 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 AF8182'FOR 0.5 KM (0.30 MI) NORTHWEST OF THE SR 2169 (US 221 TRUCK ROUTE, AF8182'OAKLAND RD) INTERSECTION, AT DANIELTOWN, AT SR 2213, ABOUT 325-FEET AF8182'NORTH-NORTHWEST OF INTERSECTION. MARK IS RECESSED 6 INCHES BELOW AF8182'GROUND AND IS 2-FEET LOWER THAN US 221. LOCATED 5.06 M (16.60 FT) AF8182'NORTHEAST OF THE CENTERLINE OF US 221, 63.40 M (208.00 FT) AF8182'SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL, 99.0 M (324.8 FT) AF8182'NORTH-NORTHWEST OF INTERSECTION OF US 221 AND SR 1148-SR 2213, 44.81 M AF8182'(147.01 FT) SOUTHEAST OF 24-INCH CORRUGATED METAL PIPE--AND 4.45 M AF8182'(14.60 FT) WEST-SOUTHWEST OF POWER POLE (K3AZ) WITH TRANSFORMER, 15.15 AF8182'M (49.70 FT) WEST OF SIGN POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.89 (meters) GEOID03 FA3341 FA3341 HORZ ORDER - SECOND FA3341 FA3341.The North 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 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). FA3341. FA3341.In addition, the published North 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 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 GEOID03. FA3341 FA3341; North East Units Scale Factor Converg. FA3341;SPC NC - 187,701.340 339,380.743 MT 0.99987618 -1 43 02.8 FA3341;SPC NC - 615,816.81 1,113,451.65 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA3341!SPC NC - 0.99995190 x 0.99987618 = 0.99982808 FA3341!UTM 17 - 0.99995190 x 0.99969671 = 0.99964862 FA3341 FA3341: Primary Azimuth Mark Grid Az FA3341:SPC NC - THOMAS 212 23 35.8 FA3341:UTM 17 - THOMAS 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 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 (07/19/86) 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_SP_SET: TOP OF SQUARE 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 = OCTOBER 5, 2005 FB2784 *********************************************************************** FB2784 DESIGNATION - EAGLE ROCK FB2784 PID - FB2784 FB2784 STATE/COUNTY- NC/RUTHERFORD FB2784 USGS QUAD - LAKE LURE (1987) FB2784 FB2784 *CURRENT SURVEY CONTROL FB2784 ___________________________________________________________________ FB2784* NAD 83(1986)- 35 28 26.15351(N) 082 14 14.90083(W) ADJUSTED FB2784* NAVD 88 - 1059.6 (meters) 3476. (feet) VERTCON FB2784 ___________________________________________________________________ FB2784 LAPLACE CORR- -9.10 (seconds) DEFLEC99 FB2784 GEOID HEIGHT- -30.95 (meters) GEOID03 FB2784 FB2784 HORZ ORDER - SECOND FB2784 FB2784.The North Carolina HARNS have been completed but, FB2784.due to contractual restrictions, coordinates for these stations FB2784.will NOT be published in the near future. In the interim, the FB2784.published coordinates in North Carolina will not be FB2784.consistent with the Continuously Operating Reference Stations FB2784.(CORS). The HARN coordinates for these stations are available FB2784.upon request. Contact Gary Thompson(919-733-3836). FB2784. FB2784.In addition, the published North Carolina positions FB2784.(NAD 83 (1986)) are NOT consistent with those determined in FB2784.adjacent state readjustments. The discontinuity between stations FB2784.located in North Carolina and those in adjacent states FB2784.which have been adjusted to the HARN may be as much as 5 FB2784.decimeters. This will result in a significant loss of accuracy FB2784.over lines crossing such state borders. FB2784 FB2784 FB2784.The horizontal coordinates were established by classical geodetic methods FB2784.and adjusted by the National Geodetic Survey in July 1986. FB2784 FB2784.The NAVD 88 height was computed by applying the VERTCON shift value to FB2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2784 FB2784.The Laplace correction was computed from DEFLEC99 derived deflections. FB2784 FB2784.The geoid height was determined by GEOID03. FB2784 FB2784; North East Units Scale Factor Converg. FB2784;SPC NC - 196,026.668 315,859.754 MT 0.99988008 -1 52 06.9 FB2784;SPC NC - 643,130.83 1,036,283.21 sFT 0.99988008 -1 52 06.9 FB2784;UTM 17 - 3,926,305.986 387,730.664 MT 0.99975533 -0 43 05.6 FB2784 FB2784! - Elev Factor x Scale Factor = Combined Factor FB2784!SPC NC - 0.99983857 x 0.99988008 = 0.99971867 FB2784!UTM 17 - 0.99983857 x 0.99975533 = 0.99959394 FB2784 FB2784: Primary Azimuth Mark Grid Az FB2784:SPC NC - THE MOUNTAINS 111 58 05.6 FB2784:UTM 17 - THE MOUNTAINS 110 49 04.3 FB2784 FB2784|---------------------------------------------------------------------| FB2784| PID Reference Object Distance Geod. Az | FB2784| dddmmss.s | FB2784| FB2780 THE MOUNTAINS APPROX. 4.5 KM 1100558.7 | FB2784|---------------------------------------------------------------------| FB2784 FB2784 SUPERSEDED SURVEY CONTROL FB2784 FB2784 NAD 27 - 35 28 25.71714(N) 082 14 15.49816(W) AD( ) 2 FB2784 NGVD 29 (07/19/86) 1059.7 (m) 3477. (f) VERT ANG FB2784 FB2784.Superseded values are not recommended for survey control. FB2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2784.See file dsdata.txt to determine how the superseded data were derived. FB2784 FB2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8773126306(NAD 83) FB2784_MARKER: DE = TRAVERSE STATION DISK FB2784_SETTING: 80 = SET IN A BOULDER FB2784_SP_SET: SET IN DRILL HOLE IN A BOULDER FB2784_STAMPING: EGALE ROCK 1973 FB2784_MARK LOGO: NCGS FB2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2784+STABILITY: SURFACE MOTION FB2784 FB2784 HISTORY - Date Condition Report By FB2784 HISTORY - 1973 MONUMENTED NCGS FB2784 HISTORY - 1974 GOOD NCGS FB2784 FB2784 STATION DESCRIPTION FB2784 FB2784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2784'EAGLE ROCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FB2784'IN THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2784' FB2784'EAGLE ROCK IS LOCATED APPROXIMATELY 3.1 MILES (AIR MILES) NORTH OF FB2784'LAKE LURE POST OFFICE, AND 3.2 MILES NE OF BAT CAVE (HENDERSON FB2784'COUNTY). TO REACH STATION FROM THE INTERSECTION OF US 74 AND NC 9 FB2784'NEAR BAT CAVE (HENDERSON COUNTY), PROCEED NORTH ALONG NC 9 FOR FB2784'02.20 MILES TO THE INTERSECTION WITH SR 2801, THENCE EASTERLY ALONG FB2784'SR 2801 (THENCE SR 2798) FOR 02.60 MILES TO THE INTERSECTION WITH SR FB2784'2799, CONTINUE EAST FOR 01.70 MILES TO THE END OF SR 2798 AT ROCK FB2784'WALL, THENCE EASTWARD ALONG WOODS ROAD FOR 0.45 MILES TO 90 DEG FB2784'CURVE TO RIGHT, THENCE NORTHWARD ALONG FOOT PATH FOR FB2784'APPROXIMATELY 400 FEET TO NORTHERNMOST ROCK FORMATION AND STATION FB2784'NEAR NW CORNER OF EASTERNMOST FORMATION. FB2784' FB2784'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED EAGLE FB2784'ROCK 1973, SET FLUSH IN A DRILLED HOLE. FB2784' FB2784'MARK IS FB2784'33.0 FEET E OF C/L OF WOODEN BRIDGE (WALKWAY) OVER A 20 FEET DEEP FB2784'RAVINE. FB2784'67.0 FEET WNW OF THE NW METAL FENCE POST AT E END OF ROCKS. FB2784'44.1 FEET WNW OF BUSHY PINE WITH A 12 INCH BASE W/ALUMINUM REF. FB2784'TAG. 10.8 FEET SE OF 8 INCH PINE W/ALUMINUM REF. TAG. FB2784'15.7 FEET E OF 9 INCH PINE. FB2784 FB2784 STATION RECOVERY (1974) FB2784 FB2784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC) FB2784'EAGLE ROCK RECOVERED IN GOOD CONDITION. FB2784' FB2784'NEAREST TOWN--3.1 MI. N OF P. O. IN LAKE LURE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3337 *********************************************************************** FA3337 DESIGNATION - EDWARDS FA3337 PID - FA3337 FA3337 STATE/COUNTY- NC/RUTHERFORD FA3337 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3337 FA3337 *CURRENT SURVEY CONTROL FA3337 ___________________________________________________________________ FA3337* NAD 83(1986)- 35 26 08.99354(N) 081 55 54.96607(W) ADJUSTED FA3337* NAVD 88 - 335.4 (meters) 1100. (feet) VERTCON FA3337 ___________________________________________________________________ FA3337 LAPLACE CORR- -1.29 (seconds) DEFLEC99 FA3337 GEOID HEIGHT- -31.90 (meters) GEOID03 FA3337 FA3337 HORZ ORDER - SECOND FA3337 FA3337.The North Carolina HARNS have been completed but, FA3337.due to contractual restrictions, coordinates for these stations FA3337.will NOT be published in the near future. In the interim, the FA3337.published coordinates in North Carolina will not be FA3337.consistent with the Continuously Operating Reference Stations FA3337.(CORS). The HARN coordinates for these stations are available FA3337.upon request. Contact Gary Thompson(919-733-3836). FA3337. FA3337.In addition, the published North Carolina positions FA3337.(NAD 83 (1986)) are NOT consistent with those determined in FA3337.adjacent state readjustments. The discontinuity between stations FA3337.located in North Carolina and those in adjacent states FA3337.which have been adjusted to the HARN may be as much as 5 FA3337.decimeters. This will result in a significant loss of accuracy FA3337.over lines crossing such state borders. FA3337 FA3337 FA3337.The horizontal coordinates were established by classical geodetic methods FA3337.and adjusted by the National Geodetic Survey in July 1986. FA3337 FA3337.The NAVD 88 height was computed by applying the VERTCON shift value to FA3337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3337 FA3337.The Laplace correction was computed from DEFLEC99 derived deflections. FA3337 FA3337.The geoid height was determined by GEOID03. FA3337 FA3337; North East Units Scale Factor Converg. FA3337;SPC NC - 190,940.430 343,448.396 MT 0.99987773 -1 41 32.0 FA3337;SPC NC - 626,443.73 1,126,796.95 sFT 0.99987773 -1 41 32.0 FA3337;UTM 17 - 3,921,775.743 415,411.525 MT 0.99968817 -0 32 25.3 FA3337 FA3337! - Elev Factor x Scale Factor = Combined Factor FA3337!SPC NC - 0.99995237 x 0.99987773 = 0.99983011 FA3337!UTM 17 - 0.99995237 x 0.99968817 = 0.99964056 FA3337 FA3337: Primary Azimuth Mark Grid Az FA3337:SPC NC - GEER 294 27 21.8 FA3337:UTM 17 - GEER 293 18 15.1 FA3337 FA3337|---------------------------------------------------------------------| FA3337| PID Reference Object Distance Geod. Az | FA3337| dddmmss.s | FA3337| FA3336 SPINDALE DUKE POWER TANK APPROX. 8.4 KM 1791414.8 | FA3337| FA3339 GEER APPROX. 1.0 KM 2924549.8 | FA3337|---------------------------------------------------------------------| FA3337 FA3337 SUPERSEDED SURVEY CONTROL FA3337 FA3337 NAD 27 - 35 26 08.54200(N) 081 55 55.60319(W) AD( ) 2 FA3337 NGVD 29 (07/19/86) 335.6 (m) 1101. (f) VERT ANG FA3337 FA3337.Superseded values are not recommended for survey control. FA3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3337.See file dsdata.txt to determine how the superseded data were derived. FA3337 FA3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1541221776(NAD 83) FA3337_MARKER: DE = TRAVERSE STATION DISK FA3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3337_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3337_STAMPING: EDWARDS 1972 FA3337_MARK LOGO: NCGS FA3337_MAGNETIC: N = NO MAGNETIC MATERIAL FA3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3337+STABILITY: SURFACE MOTION FA3337 FA3337 HISTORY - Date Condition Report By FA3337 HISTORY - 1972 MONUMENTED NCGS FA3337 HISTORY - 19830101 POOR NCGS FA3337 FA3337 STATION DESCRIPTION FA3337 FA3337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3337'EDWARDS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3337'THE VICINITY OF MT. VERNON, NORTH CAROLINA. FA3337' FA3337'EDWARDS IS LOCATED APPROXIMATELY 1.8 MILES NORTHWEST OF MT. VERNON FA3337'CROSSROADS AND 3.0 MILES ESE OF GILKEY. TO REACH STATION FROM THE FA3337'INTERSECTION OF US 221 AND SR 1527 (OAK SPRINGS RD.) IN GILKEY, FA3337'PROCEED EAST ALONG SR 1527 FOR 2.5 MILES TO T INTERSECTION WITH SR FA3337'1520, THENCE NORTH ALONG SR 1520 FOR 0.2 MILE TO INTERSECTION FA3337'WITH SR 1524, THENCE EAST ALONG SR 1524 FOR 0.7 MILE TO STATION ON FA3337'THE RIGHT 0.25 MILE WEST OF INTERSECTION WITH SR 1510, AT BASE OF FA3337'TRANSMISSION TOWER, BETWEEN BRICK AND TWO STORY FRAME HOMES, AND ON FA3337'PROPERTY OF VON EDWARDS. FA3337' FA3337'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EDWARDS FA3337'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 FA3337'INCHES ABOVE THE SURFACE OF THE GROUND. FA3337' FA3337'MARK IS FA3337'123.7 FEET SSE OF C/L OF SR 1524. FA3337'3.4 FEET NE OF NE LEG OF TOWER. FA3337'16.0 FEET NNW OF SE LEG OF TOWER. FA3337'232.6 FEET WNW OF ALUMINUM REF. TAG ON 4 INCH PINE (SLOPE DIST.). FA3337'191.5 FEET ENE OF 8 INCH APPLE TREE WITH ALUMINUM REF. TAG (ON E FA3337'SIDE OF 2 STORY HOME). FA3337 FA3337 STATION RECOVERY (1983) FA3337 FA3337'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3337'THE STATION WAS SEARCHED FOR BUT NOT FOUND. POWER LINE RELOCATED DUE FA3337'TO AIRPORT CONSTRUCTION. THE STATION WAS SEARCHED FOR AGAIN IN 1985 FA3337'FROM NEW CONTROL STATION--ZANON--BY ANGLE AND DISTANCE INVERSE AND FA3337'MONUMENT MUST HAVE BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3322 *********************************************************************** FA3322 DESIGNATION - ELL FA3322 PID - FA3322 FA3322 STATE/COUNTY- NC/RUTHERFORD FA3322 USGS QUAD - FOREST CITY (1993) FA3322 FA3322 *CURRENT SURVEY CONTROL FA3322 ___________________________________________________________________ FA3322* NAD 83(1986)- 35 20 03.53934(N) 081 45 53.57199(W) ADJUSTED FA3322* NAVD 88 - 314.260 (meters) 1031.03 (feet) ADJUSTED FA3322 ___________________________________________________________________ FA3322 LAPLACE CORR- 0.50 (seconds) DEFLEC99 FA3322 GEOID HEIGHT- -31.94 (meters) GEOID03 FA3322 DYNAMIC HT - 313.949 (meters) 1030.01 (feet) COMP FA3322 MODELED GRAV- 979,634.1 (mgal) NAVD 88 FA3322 FA3322 HORZ ORDER - SECOND FA3322 VERT ORDER - SECOND CLASS II FA3322 FA3322.The North Carolina HARNS have been completed but, FA3322.due to contractual restrictions, coordinates for these stations FA3322.will NOT be published in the near future. In the interim, the FA3322.published coordinates in North Carolina will not be FA3322.consistent with the Continuously Operating Reference Stations FA3322.(CORS). The HARN coordinates for these stations are available FA3322.upon request. Contact Gary Thompson(919-733-3836). FA3322. FA3322.In addition, the published North Carolina positions FA3322.(NAD 83 (1986)) are NOT consistent with those determined in FA3322.adjacent state readjustments. The discontinuity between stations FA3322.located in North Carolina and those in adjacent states FA3322.which have been adjusted to the HARN may be as much as 5 FA3322.decimeters. This will result in a significant loss of accuracy FA3322.over lines crossing such state borders. FA3322 FA3322 FA3322.The horizontal coordinates were established by classical geodetic methods FA3322.and adjusted by the National Geodetic Survey in July 1986. FA3322 FA3322.The orthometric height was determined by differential leveling FA3322.and adjusted by the National Geodetic Survey in January 2005. FA3322.No vertical observational check was made to the station. FA3322 FA3322.The Laplace correction was computed from DEFLEC99 derived deflections. FA3322 FA3322.The geoid height was determined by GEOID03. FA3322 FA3322.The dynamic height is computed by dividing the NAVD 88 FA3322.geopotential number by the normal gravity value computed on the FA3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3322.degrees latitude (g = 980.6199 gals.). FA3322 FA3322.The modeled gravity was interpolated from observed gravity values. FA3322 FA3322; North East Units Scale Factor Converg. FA3322;SPC NC - 179,248.213 358,295.427 MT 0.99987363 -1 35 44.9 FA3322;SPC NC - 588,083.51 1,175,507.58 sFT 0.99987363 -1 35 44.9 FA3322;UTM 17 - 3,910,386.869 430,487.714 MT 0.99965955 -0 26 32.6 FA3322 FA3322! - Elev Factor x Scale Factor = Combined Factor FA3322!SPC NC - 0.99995569 x 0.99987363 = 0.99982932 FA3322!UTM 17 - 0.99995569 x 0.99965955 = 0.99961525 FA3322 FA3322: Primary Azimuth Mark Grid Az FA3322:SPC NC - HOLLAND 129 32 53.2 FA3322:UTM 17 - HOLLAND 128 23 40.9 FA3322 FA3322|---------------------------------------------------------------------| FA3322| PID Reference Object Distance Geod. Az | FA3322| dddmmss.s | FA3322| FA0920 B 77 107.321 METERS 11858 | FA3322| FA3323 HOLLAND 425.844 METERS 1275708.3 | FA3322|---------------------------------------------------------------------| FA3322 FA3322 SUPERSEDED SURVEY CONTROL FA3322 FA3322 NAD 27 - 35 20 03.09928(N) 081 45 54.22102(W) AD( ) 2 FA3322 NGVD 29 (07/19/86) 314.5 (m) 1032. (f) VERT ANG FA3322 FA3322.Superseded values are not recommended for survey control. FA3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3322.See file dsdata.txt to determine how the superseded data were derived. FA3322 FA3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3048810387(NAD 83) FA3322_MARKER: DE = TRAVERSE STATION DISK FA3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3322_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3322_STAMPING: ELL 1973 FA3322_MARK LOGO: NCGS FA3322_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3322+STABILITY: SURFACE MOTION FA3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3322+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996 FA3322 FA3322 HISTORY - Date Condition Report By FA3322 HISTORY - 1973 MONUMENTED NCGS FA3322 HISTORY - 19900524 GOOD NCGS FA3322 HISTORY - 19961015 GOOD NCGS FA3322 FA3322 STATION DESCRIPTION FA3322 FA3322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3322'ELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3322'VICINITY OF ELLENBORO, NORTH CAROLINA. FA3322' FA3322'ELL IS LOCATED APPROXIMATELY AT NW EDGE OF ELLENBORO. TO REACH FA3322'STATION FROM INTERSECTION OF US 74 BUSINESS AND SR 1920 IN FA3322'ELLENBORO, PROCEED NW ALONG US 74 BUSINESS FOR 0.7 MILES TO STATION FA3322'ON LEFT IN NW CORNER OF A YARD, AND APPROXIMATELY 150 FEET WEST OF FA3322'THE SCL R/R CROSSING OF US 74. FA3322' FA3322'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ELL FA3322'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3322'FLUSH WITH THE SURFACE OF THE GROUND. FA3322' FA3322'MARK IS FA3322'24.6 FEET S OF C/L OF US 74 BUSINESS. FA3322'83.9 FEET NW OF C/L DRIVE LEADING SW BETWEEN 2 HOUSES. FA3322'8.8 FEET NE OF PP NO. 176 W/ALUMINUM REF. TAG. FA3322'51.8 FEET S OF PP NO. 1896 ON NORTH SIDE OF US 74 BUSINESS FA3322'W/ALUMINUM REF. TAG. FA3322'10.1 FEET SW OF 35 MILE SPEED LIMIT SIGN POST W/ALUMINUM FA3322'REF. TAG. FA3322 FA3322 STATION RECOVERY (1990) FA3322 FA3322'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) FA3322'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS. LOCATED 15.4 FT FA3322'(4.7 M) NORTHWEST OF A WATER METER. FA3322 FA3322 STATION RECOVERY (1996) FA3322 FA3322'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3322'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1368 *********************************************************************** FA1368 DESIGNATION - ELLEN FA1368 PID - FA1368 FA1368 STATE/COUNTY- NC/RUTHERFORD FA1368 USGS QUAD - FOREST CITY (1993) FA1368 FA1368 *CURRENT SURVEY CONTROL FA1368 ___________________________________________________________________ FA1368* NAD 83(1986)- 35 18 15.00047(N) 081 46 36.42065(W) ADJUSTED FA1368* NAVD 88 - 291.254 (meters) 955.56 (feet) ADJUSTED FA1368 ___________________________________________________________________ FA1368 LAPLACE CORR- 0.77 (seconds) DEFLEC99 FA1368 GEOID HEIGHT- -31.95 (meters) GEOID03 FA1368 DYNAMIC HT - 290.966 (meters) 954.61 (feet) COMP FA1368 MODELED GRAV- 979,636.6 (mgal) NAVD 88 FA1368 FA1368 HORZ ORDER - SECOND FA1368 VERT ORDER - SECOND CLASS II FA1368 FA1368.The North Carolina HARNS have been completed but, FA1368.due to contractual restrictions, coordinates for these stations FA1368.will NOT be published in the near future. In the interim, the FA1368.published coordinates in North Carolina will not be FA1368.consistent with the Continuously Operating Reference Stations FA1368.(CORS). The HARN coordinates for these stations are available FA1368.upon request. Contact Gary Thompson(919-733-3836). FA1368. FA1368.In addition, the published North Carolina positions FA1368.(NAD 83 (1986)) are NOT consistent with those determined in FA1368.adjacent state readjustments. The discontinuity between stations FA1368.located in North Carolina and those in adjacent states FA1368.which have been adjusted to the HARN may be as much as 5 FA1368.decimeters. This will result in a significant loss of accuracy FA1368.over lines crossing such state borders. FA1368 FA1368 FA1368.The horizontal coordinates were established by classical geodetic methods FA1368.and adjusted by the National Geodetic Survey in July 1986. FA1368 FA1368.The orthometric height was determined by differential leveling FA1368.and adjusted by the National Geodetic Survey in June 1991. FA1368 FA1368.The Laplace correction was computed from DEFLEC99 derived deflections. FA1368 FA1368.The geoid height was determined by GEOID03. FA1368 FA1368.The dynamic height is computed by dividing the NAVD 88 FA1368.geopotential number by the normal gravity value computed on the FA1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1368.degrees latitude (g = 980.6199 gals.). FA1368 FA1368.The modeled gravity was interpolated from observed gravity values. FA1368 FA1368; North East Units Scale Factor Converg. FA1368;SPC NC - 175,935.141 357,120.331 MT 0.99987301 -1 36 09.6 FA1368;SPC NC - 577,213.88 1,171,652.29 sFT 0.99987301 -1 36 09.6 FA1368;UTM 17 - 3,907,051.521 429,379.794 MT 0.99966146 -0 26 56.2 FA1368 FA1368! - Elev Factor x Scale Factor = Combined Factor FA1368!SPC NC - 0.99995930 x 0.99987301 = 0.99983232 FA1368!UTM 17 - 0.99995930 x 0.99966146 = 0.99962077 FA1368 FA1368: Primary Azimuth Mark Grid Az FA1368:SPC NC - HEN 102 12 35.3 FA1368:UTM 17 - HEN 101 03 21.9 FA1368 FA1368|---------------------------------------------------------------------| FA1368| PID Reference Object Distance Geod. Az | FA1368| dddmmss.s | FA1368| FA3331 HEN APPROX. 2.1 KM 1003625.7 | FA1368|---------------------------------------------------------------------| FA1368 FA1368 SUPERSEDED SURVEY CONTROL FA1368 FA1368 NAD 27 - 35 18 14.55710(N) 081 46 37.06304(W) AD( ) 2 FA1368 NGVD 29 (??/??/92) 291.488 (m) 956.32 (f) ADJ UNCH 2 2 FA1368 FA1368.Superseded values are not recommended for survey control. FA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1368.See file dsdata.txt to determine how the superseded data were derived. FA1368 FA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2938007052(NAD 83) FA1368_MARKER: DE = TRAVERSE STATION DISK FA1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1368_STAMPING: ELLEN 1972 FA1368_MARK LOGO: NCGS FA1368_MAGNETIC: N = NO MAGNETIC MATERIAL FA1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1368+STABILITY: SURFACE MOTION FA1368 FA1368 HISTORY - Date Condition Report By FA1368 HISTORY - 1972 MONUMENTED NCGS FA1368 HISTORY - 19731001 GOOD NCGS FA1368 HISTORY - 19830101 GOOD NCGS FA1368 HISTORY - 19960524 POOR USPSQD FA1368 FA1368 STATION DESCRIPTION FA1368 FA1368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1368'ELLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1368'VICINITY OF ELLENBORO, NORTH CAROLINA. FA1368' FA1368'ELLEN IS LOCATED APPROXIMATELY 2.0 MILES SOUTHWEST OF ELLENBORO AND FA1368'2.0 MILES NORTHEAST OF CAROLEEN. TO REACH STATION FROM INTERSECTION FA1368'OF US 74 BYPASS WITH NC 120 SOUTHEAST OF ELLENBORO, PROCEED WEST FA1368'ALONG US 74 BYPASS FOR 2.55 MILES TO SEABOARD COAST LINE RR FA1368'BRIDGE, WEST END OF METAL FENCE LINE OFF SOUTHEAST CORNER OF RR FA1368'BRIDGE. FA1368' FA1368'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ELLEN FA1368'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1368'FLUSH WITH THE SURFACE OF THE GROUND. FA1368' FA1368'MARK IS FA1368'47.0 FEET E OF E RAIL OF RR. FA1368'61.6 FEET SE OF SE BRIDGE ABUTMENT. FA1368'2.7 FEET NNW OF W FENCE POST ON E SIDE OF RR. FA1368'3.2 FEET NNW OF R/W MARKER. FA1368'52.8 FEET NW OF PP WITH ALUMINUM REF. TAG. FA1368 FA1368 STATION RECOVERY (1973) FA1368 FA1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1368'1.9 MI SW OF ELLENBORO. FA1368'ELLEN IS LOCATED APPROXIMATELY 5.2 MILES EAST SOUTHEAST OF FOREST FA1368'CITY. STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE SEABOARD FA1368'COAST LINE RAILROAD BRIDGE OVER US 74 BYPASS, ABOUT 0.1 MILE WEST OF FA1368'THE SR 1920 (ELLENBORO ROAD) OVERPASS, AND AT THE WEST END OF A FENCE FA1368'ALONG THE SOUTH RIGHT OF WAY OF US 74 BYPASS. 47.0 FEET EAST OF EAST FA1368'RAIL OF RAILROAD, 61.6 FEET SOUTHEAST OF SOUTHEAST BRIDGE ABUTMENT, FA1368'2.7 FEET NORTH-NORTHWEST OF WEST FENCE POST ON EAST SIDE OF RAILROAD, FA1368'3.2 FEET NORTH-NORTHWEST OF RIGHT OF WAY MARKER AND 52.8 FEET FA1368'NORTHWEST OF POWER POLE WITH ALUMINUM REFERENCE TAG. FA1368 FA1368 STATION RECOVERY (1983) FA1368 FA1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1368'RECOVERED AS DESCRIBED. FA1368 FA1368 STATION RECOVERY (1996) FA1368 FA1368'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1368'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3324 *********************************************************************** FA3324 DESIGNATION - ELLENBORO FA3324 PID - FA3324 FA3324 STATE/COUNTY- NC/RUTHERFORD FA3324 USGS QUAD - FOREST CITY (1993) FA3324 FA3324 *CURRENT SURVEY CONTROL FA3324 ___________________________________________________________________ FA3324* NAD 83(1986)- 35 19 45.88592(N) 081 45 33.78287(W) ADJUSTED FA3324* NAVD 88 - 321.872 (meters) 1056.01 (feet) ADJUSTED FA3324 ___________________________________________________________________ FA3324 LAPLACE CORR- 0.48 (seconds) DEFLEC99 FA3324 GEOID HEIGHT- -31.94 (meters) GEOID03 FA3324 DYNAMIC HT - 321.553 (meters) 1054.96 (feet) COMP FA3324 MODELED GRAV- 979,633.7 (mgal) NAVD 88 FA3324 FA3324 HORZ ORDER - SECOND FA3324 VERT ORDER - SECOND CLASS II FA3324 FA3324.The North Carolina HARNS have been completed but, FA3324.due to contractual restrictions, coordinates for these stations FA3324.will NOT be published in the near future. In the interim, the FA3324.published coordinates in North Carolina will not be FA3324.consistent with the Continuously Operating Reference Stations FA3324.(CORS). The HARN coordinates for these stations are available FA3324.upon request. Contact Gary Thompson(919-733-3836). FA3324. FA3324.In addition, the published North Carolina positions FA3324.(NAD 83 (1986)) are NOT consistent with those determined in FA3324.adjacent state readjustments. The discontinuity between stations FA3324.located in North Carolina and those in adjacent states FA3324.which have been adjusted to the HARN may be as much as 5 FA3324.decimeters. This will result in a significant loss of accuracy FA3324.over lines crossing such state borders. FA3324 FA3324 FA3324.The horizontal coordinates were established by classical geodetic methods FA3324.and adjusted by the National Geodetic Survey in July 1986. FA3324 FA3324.The orthometric height was determined by differential leveling FA3324.and adjusted by the National Geodetic Survey in January 2005. FA3324.No vertical observational check was made to the station. FA3324 FA3324.The Laplace correction was computed from DEFLEC99 derived deflections. FA3324 FA3324.The geoid height was determined by GEOID03. FA3324 FA3324.The dynamic height is computed by dividing the NAVD 88 FA3324.geopotential number by the normal gravity value computed on the FA3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3324.degrees latitude (g = 980.6199 gals.). FA3324 FA3324.The modeled gravity was interpolated from observed gravity values. FA3324 FA3324; North East Units Scale Factor Converg. FA3324;SPC NC - 178,690.538 358,779.810 MT 0.99987351 -1 35 33.5 FA3324;SPC NC - 586,253.87 1,177,096.76 sFT 0.99987351 -1 35 33.5 FA3324;UTM 17 - 3,909,839.175 430,983.120 MT 0.99965870 -0 26 20.9 FA3324 FA3324! - Elev Factor x Scale Factor = Combined Factor FA3324!SPC NC - 0.99995449 x 0.99987351 = 0.99982801 FA3324!UTM 17 - 0.99995449 x 0.99965870 = 0.99961321 FA3324 FA3324|---------------------------------------------------------------------| FA3324| PID Reference Object Distance Geod. Az | FA3324| dddmmss.s | FA3324| FA3323 HOLLAND 326.344 METERS 32950 | FA3324|---------------------------------------------------------------------| FA3324 FA3324 SUPERSEDED SURVEY CONTROL FA3324 FA3324 NAD 27 - 35 19 45.44606(N) 081 45 34.43153(W) AD( ) 2 FA3324 NGVD 29 (07/19/86) 322.1 (m) 1057. (f) VERT ANG FA3324 FA3324.Superseded values are not recommended for survey control. FA3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3324.See file dsdata.txt to determine how the superseded data were derived. FA3324 FA3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3098309839(NAD 83) FA3324_MARKER: DE = TRAVERSE STATION DISK FA3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3324_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3324_STAMPING: ELLENBORO 1973 FA3324_MARK LOGO: NCGS FA3324_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3324+STABILITY: SURFACE MOTION FA3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3324+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996 FA3324 FA3324 HISTORY - Date Condition Report By FA3324 HISTORY - 1973 MONUMENTED NCGS FA3324 HISTORY - 19900524 GOOD NCGS FA3324 HISTORY - 19961015 GOOD NCGS FA3324 FA3324 STATION DESCRIPTION FA3324 FA3324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3324'ELLENBORO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3324'THE VICINITY OF ELLENBORO, NORTH CAROLINA. FA3324' FA3324'ELLENBORO IS LOCATED IN ELLENBORO. TO REACH STATION FROM FA3324'INTERSECTION OF US 74 BUSINESS AND SR 1920 IN ELLENBORO, PROCEED NW FA3324'ALONG US 74 BUSINESS FOR 0.2 MILES TO STATION ON LEFT BETWEEN FA3324'SIDEWALK AND HIGHWAY AND ON PROJECTION OF SE WALL OF THE OLD FA3324'PRESBYTERIAN CHURCH. FA3324' FA3324'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA3324'ELLENBORO 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA3324'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FA3324' FA3324'MARK IS FA3324'20.3 FEET WSW OF C/L OF US 74 BUSINESS. FA3324'1.7 FEET NE OF NE EDGE OF SIDEWALK. FA3324'4.8 FEET NE OF EASTERNMOST CORNER OF CHURCH BUILDING. FA3324'79.9 FEET SSE OF PP NO. 113 W/ALUMINUM REF. TAG. FA3324'58.4 FEET NNW OF PP NO. 112 W/ALUMINUM REF. TAG. FA3324'44.3 FEET W OF 16 INCH POPLAR ON EAST SIDE OF HIGHWAY FA3324'W/ALUMINUM REF. TAG. FA3324 FA3324 STATION RECOVERY (1990) FA3324 FA3324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) FA3324'RECOVERED AS DESCRIBED. FA3324 FA3324 STATION RECOVERY (1996) FA3324 FA3324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3324'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 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 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 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). FA1356. FA1356.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1356;SPC NC - 181,603.356 342,255.535 MT 0.99987410 -1 41 53.0 FA1356;SPC NC - 595,810.34 1,122,883.37 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1356!SPC NC - 0.99995398 x 0.99987410 = 0.99982809 FA1356!UTM 17 - 0.99995398 x 0.99969028 = 0.99964428 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 NAVD 88 (06/09/98) 324.80 (m) 1065.6 (f) LEVELING 3 FA1356 NGVD 29 (??/??/92) 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_SP_SET: 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 - October 07, 2004 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 HISTORY - 20041007 GOOD USPSQD 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. FA1356 FA1356 STATION RECOVERY (2004) FA1356 FA1356'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1356'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2779 *********************************************************************** FB2779 DESIGNATION - ENTRANCE FB2779 PID - FB2779 FB2779 STATE/COUNTY- NC/RUTHERFORD FB2779 USGS QUAD - LAKE LURE (1987) FB2779 FB2779 *CURRENT SURVEY CONTROL FB2779 ___________________________________________________________________ FB2779* NAD 83(1986)- 35 26 23.32485(N) 082 14 54.95546(W) ADJUSTED FB2779* NAVD 88 - 325.72 (+/-2cm) 1068.6 (feet) VERTCON FB2779 ___________________________________________________________________ FB2779 LAPLACE CORR- -9.36 (seconds) DEFLEC99 FB2779 GEOID HEIGHT- -31.03 (meters) GEOID03 FB2779 FB2779 HORZ ORDER - SECOND FB2779 VERT ORDER - THIRD ? (See Below) FB2779 FB2779.The North Carolina HARNS have been completed but, FB2779.due to contractual restrictions, coordinates for these stations FB2779.will NOT be published in the near future. In the interim, the FB2779.published coordinates in North Carolina will not be FB2779.consistent with the Continuously Operating Reference Stations FB2779.(CORS). The HARN coordinates for these stations are available FB2779.upon request. Contact Gary Thompson(919-733-3836). FB2779. FB2779.In addition, the published North Carolina positions FB2779.(NAD 83 (1986)) are NOT consistent with those determined in FB2779.adjacent state readjustments. The discontinuity between stations FB2779.located in North Carolina and those in adjacent states FB2779.which have been adjusted to the HARN may be as much as 5 FB2779.decimeters. This will result in a significant loss of accuracy FB2779.over lines crossing such state borders. FB2779 FB2779 FB2779.The horizontal coordinates were established by classical geodetic methods FB2779.and adjusted by the National Geodetic Survey in July 1986. FB2779 FB2779.The NAVD 88 height was computed by applying the VERTCON shift value to FB2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2779.The vertical order pertains to the NGVD 29 superseded value. FB2779 FB2779.The Laplace correction was computed from DEFLEC99 derived deflections. FB2779 FB2779.The geoid height was determined by GEOID03. FB2779 FB2779; North East Units Scale Factor Converg. FB2779;SPC NC - 192,276.656 314,726.765 MT 0.99987796 -1 52 30.0 FB2779;SPC NC - 630,827.66 1,032,566.06 sFT 0.99987796 -1 52 30.0 FB2779;UTM 17 - 3,922,534.439 386,673.336 MT 0.99975827 -0 43 26.7 FB2779 FB2779! - Elev Factor x Scale Factor = Combined Factor FB2779!SPC NC - 0.99995375 x 0.99987796 = 0.99983171 FB2779!UTM 17 - 0.99995375 x 0.99975827 = 0.99971203 FB2779 FB2779 SUPERSEDED SURVEY CONTROL FB2779 FB2779 NAD 27 - 35 26 22.89060(N) 082 14 55.55354(W) AD( ) 2 FB2779 NGVD 29 (07/19/86) 325.82 (m) 1069.0 (f) LEVELING 3 FB2779 FB2779.Superseded values are not recommended for survey control. FB2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2779.See file dsdata.txt to determine how the superseded data were derived. FB2779 FB2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8667322534(NAD 83) FB2779_MARKER: DE = TRAVERSE STATION DISK FB2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2779_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2779_STAMPING: ENTRANCE 1973 FB2779_MARK LOGO: NCGS FB2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2779+STABILITY: SURFACE MOTION FB2779 FB2779 HISTORY - Date Condition Report By FB2779 HISTORY - 1973 MONUMENTED NCGS FB2779 HISTORY - 19961115 MARK NOT FOUND USPSQD FB2779 HISTORY - 20040318 MARK NOT FOUND USPSQD FB2779 FB2779 STATION DESCRIPTION FB2779 FB2779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2779'ENTRANCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2779'THE COMMUNITY OF CHIMNEY ROCK, NORTH CAROLINA. FB2779' FB2779'ENTRANCE IS LOCATED APPROXIMATELY IN THE COMMUNITY OF CHIMNEY ROCK, FB2779'AND 1.2 MILES (AIR MILES) WEST OF LAKE LURE POST OFFICE. STATION IS FB2779'LOCATED IN FRONT OF THE ENTRANCE TO CHIMNEY ROCK PARK, IN GRASSY FB2779'AREA INSIDE CONCRETE CIRCLE WITH CHIMNEY ROCK PARK ENTRANCE SIGN. FB2779' FB2779'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FB2779'ENTRANCE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FB2779'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. FB2779' FB2779'MARK IS FB2779'31.6 FEET SSW OF C/L OF US 64 - US 74. FB2779'52.0 FEET N OF NW CORNER OF STONE BATHROOM BUILDING AT ENTRANCE. FB2779'01.3 FEET WNW OF BASE OF WESTERNMOST FLOOD LIGHTS FOR SIGN. FB2779'12.2 FEET SW OF NW METAL SIGN POST. FB2779'12.2 FEET NNW OF SW METAL SIGN POST. FB2779'20.7 FEET ESE OF CENTER OF WESTERNMOST METAL DRAINAGE COVER. FB2779'89.7 FEET ESE OF TP W/ALUMINUM REF. TAG. FB2779 FB2779 STATION RECOVERY (1996) FB2779 FB2779'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2779'MARK NOT FOUND. FB2779 FB2779 STATION RECOVERY (2004) FB2779 FB2779'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB) FB2779'GRASSY AREA DESCRIBED HAS BEEN REPLACED WITH BUILD UP ROCK FOUNDATION FB2779'WITH SHURBS AND FLOWERS PLANTED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.96 (meters) GEOID03 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 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 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). FA1362. FA1362.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1362;SPC NC - 178,207.283 347,396.646 MT 0.99987334 -1 39 53.2 FA1362;SPC NC - 584,668.39 1,139,750.50 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1362!SPC NC - 0.99995958 x 0.99987334 = 0.99983292 FA1362!UTM 17 - 0.99995958 x 0.99967963 = 0.99963922 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 NAVD 88 (06/09/98) 289.51 (m) 949.8 (f) LEVELING 3 FA1362 NGVD 29 (??/??/92) 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_SP_SET: 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 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 = OCTOBER 5, 2005 AE8601 *********************************************************************** AE8601 DESIGNATION - FLACK AE8601 PID - AE8601 AE8601 STATE/COUNTY- NC/RUTHERFORD AE8601 USGS QUAD - GLENWOOD (1993) AE8601 AE8601 *CURRENT SURVEY CONTROL AE8601 ___________________________________________________________________ AE8601* NAD 83(1986)- 35 30 04.94434(N) 081 58 37.57139(W) ADJUSTED AE8601* NAVD 88 - 335.667 (meters) 1101.27 (feet) ADJUSTED AE8601 ___________________________________________________________________ AE8601 LAPLACE CORR- -2.38 (seconds) DEFLEC99 AE8601 GEOID HEIGHT- -31.80 (meters) GEOID03 AE8601 DYNAMIC HT - 335.334 (meters) 1100.17 (feet) COMP AE8601 MODELED GRAV- 979,633.7 (mgal) NAVD 88 AE8601 AE8601 HORZ ORDER - SECOND AE8601 VERT ORDER - SECOND CLASS II AE8601 AE8601.The North Carolina HARNS have been completed but, AE8601.due to contractual restrictions, coordinates for these stations AE8601.will NOT be published in the near future. In the interim, the AE8601.published coordinates in North Carolina will not be AE8601.consistent with the Continuously Operating Reference Stations AE8601.(CORS). The HARN coordinates for these stations are available AE8601.upon request. Contact Gary Thompson(919-733-3836). AE8601. AE8601.In addition, the published North Carolina positions AE8601.(NAD 83 (1986)) are NOT consistent with those determined in AE8601.adjacent state readjustments. The discontinuity between stations AE8601.located in North Carolina and those in adjacent states AE8601.which have been adjusted to the HARN may be as much as 5 AE8601.decimeters. This will result in a significant loss of accuracy AE8601.over lines crossing such state borders. AE8601 AE8601 AE8601.The horizontal coordinates were established by classical geodetic methods AE8601.and adjusted by the National Geodetic Survey in June 1998. AE8601 AE8601.The orthometric height was determined by differential leveling AE8601.and adjusted by the National Geodetic Survey in May 1998. AE8601 AE8601.The Laplace correction was computed from DEFLEC99 derived deflections. AE8601 AE8601.The geoid height was determined by GEOID03. AE8601 AE8601.The dynamic height is computed by dividing the NAVD 88 AE8601.geopotential number by the normal gravity value computed on the AE8601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8601.degrees latitude (g = 980.6199 gals.). AE8601 AE8601.The modeled gravity was interpolated from observed gravity values. AE8601 AE8601; North East Units Scale Factor Converg. AE8601;SPC NC - 198,330.138 339,567.401 MT 0.99988205 -1 43 05.9 AE8601;SPC NC - 650,688.13 1,114,064.05 sFT 0.99988205 -1 43 05.9 AE8601;UTM 17 - 3,929,084.606 411,383.583 MT 0.99969677 -0 34 02.9 AE8601 AE8601! - Elev Factor x Scale Factor = Combined Factor AE8601!SPC NC - 0.99995231 x 0.99988205 = 0.99983436 AE8601!UTM 17 - 0.99995231 x 0.99969677 = 0.99964909 AE8601 AE8601 SUPERSEDED SURVEY CONTROL AE8601 AE8601 NAVD 88 (06/09/98) 335.66 (m) 1101.2 (f) LEVELING 3 AE8601 AE8601.Superseded values are not recommended for survey control. AE8601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8601.See file dsdata.txt to determine how the superseded data were derived. AE8601 AE8601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1138429085(NAD 83) AE8601_MARKER: DE = TRAVERSE STATION DISK AE8601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8601_STAMPING: FLACK 1983 AE8601_MARK LOGO: NCGS AE8601_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE8601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8601+STABILITY: SURFACE MOTION AE8601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE8601+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989 AE8601 AE8601 HISTORY - Date Condition Report By AE8601 HISTORY - 1983 MONUMENTED NCGS AE8601 HISTORY - 19890215 GOOD NCGS AE8601 HISTORY - 19900304 GOOD NCGS AE8601 AE8601 STATION DESCRIPTION AE8601 AE8601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 AE8601'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTHWEST OF UNION MILLS, AND AE8601'9.2 MI (14.8 KM) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 8.65 MI AE8601'(13.92 KM) NORTH OF THE US 64-US 74 OVERPASS IN NORTH RUTHERFORDTON, AE8601'IN THE WEST SHOULDER, OR 0.25 MI (0.40 KM) NORTH OF SR 1323. MARK IS AE8601'RECESSED 1 INCH BELOW GROUND. LOCATED 20.0 FT (6.1 M) WEST-NORTHWEST AE8601'OF THE CENTERLINE OF US 221, 18.0 FT (5.5 M) SOUTH OF A MAILBOX POST, AE8601'AND 75.4 FT (23.0 M) NORTH-NORTHEAST OF A POWER POLE WITH A REFERENCE AE8601'TAG. AE8601 AE8601 STATION RECOVERY (1990) AE8601 AE8601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE8601'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8170 *********************************************************************** AF8170 DESIGNATION - FLOYDS CREEK AF8170 PID - AF8170 AF8170 STATE/COUNTY- NC/RUTHERFORD AF8170 USGS QUAD - CHESNEE (1993) AF8170 AF8170 *CURRENT SURVEY CONTROL AF8170 ___________________________________________________________________ AF8170* NAD 83(1986)- 35 14 23.27527(N) 081 50 53.74452(W) ADJUSTED AF8170* NAVD 88 - 288.1 (meters) 945. (feet) VERT ANG AF8170 ___________________________________________________________________ AF8170 LAPLACE CORR- 0.09 (seconds) DEFLEC99 AF8170 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8170 AF8170 HORZ ORDER - SECOND AF8170 AF8170.The North Carolina HARNS have been completed but, AF8170.due to contractual restrictions, coordinates for these stations AF8170.will NOT be published in the near future. In the interim, the AF8170.published coordinates in North Carolina will not be AF8170.consistent with the Continuously Operating Reference Stations AF8170.(CORS). The HARN coordinates for these stations are available AF8170.upon request. Contact Gary Thompson(919-733-3836). AF8170. AF8170.In addition, the published North Carolina positions AF8170.(NAD 83 (1986)) are NOT consistent with those determined in AF8170.adjacent state readjustments. The discontinuity between stations AF8170.located in North Carolina and those in adjacent states AF8170.which have been adjusted to the HARN may be as much as 5 AF8170.decimeters. This will result in a significant loss of accuracy AF8170.over lines crossing such state borders. AF8170 AF8170 AF8170.The horizontal coordinates were established by classical geodetic methods AF8170.and adjusted by the National Geodetic Survey in June 1998. AF8170 AF8170.The orthometric height was determined by vertical angle observations. AF8170 AF8170.The Laplace correction was computed from DEFLEC99 derived deflections. AF8170 AF8170.The geoid height was determined by GEOID03. AF8170 AF8170; North East Units Scale Factor Converg. AF8170;SPC NC - 168,981.770 350,417.985 MT 0.99987261 -1 38 38.2 AF8170;SPC NC - 554,401.02 1,149,663.01 sFT 0.99987261 -1 38 38.2 AF8170;UTM 17 - 3,899,966.021 422,820.204 MT 0.99967341 -0 29 22.1 AF8170 AF8170! - Elev Factor x Scale Factor = Combined Factor AF8170!SPC NC - 0.99995980 x 0.99987261 = 0.99983241 AF8170!UTM 17 - 0.99995980 x 0.99967341 = 0.99963322 AF8170 AF8170 SUPERSEDED SURVEY CONTROL AF8170 AF8170.No superseded survey control is available for this station. AF8170 AF8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2282099966(NAD 83) AF8170_MARKER: DE = TRAVERSE STATION DISK AF8170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8170_STAMPING: FLOYDS CREEK AF8170_MARK LOGO: NCGS AF8170_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8170+STABILITY: SURFACE MOTION AF8170 AF8170 HISTORY - Date Condition Report By AF8170 HISTORY - 1985 MONUMENTED NCGS AF8170 AF8170 STATION DESCRIPTION AF8170 AF8170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8170'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST OF HARRIS, AND 17.2 KM AF8170'(10.70 MI) SOUTHEAST OF RUTHERFORDTON, AT THE FLOYDS CREEK BAPTIST AF8170'CHURCH. PROCEED ALONG US 221 FOR 3.45 KM (2.15 MI) NORTH-NORTHWEST OF AF8170'THE US 221 BRIDGE OVER THE BROAD RIVER TO SR 2210, THENCE NORTH ALONG AF8170'SR 2210 FOR 0.4 KM (0.25 MI) TO STATION AT NORTH EDGE OF CHURCH AF8170'PARKING LOT. MARK IS FLUSH WITH GROUND AND 2-FEET LOWER THAN SR 2210. AF8170'LOCATED 28.83 M (94.59 FT) WEST-NORTHWEST OF THE CENTERLINE OF SR AF8170'2210, 52.27 M (171.49 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF THE AF8170'CHURCH--AND 1.46 M (4.79 FT) WEST-SOUTHWEST OF FENCE POST, 29.41 M AF8170'(96.49 FT) NORTH OF TELEPHONE SERVICE POLE WITH PEDESTAL, 44.14 M AF8170'(144.82 FT) EAST-NORTHEAST OF LIGHT POLE--ALL THREE WITH REFERENCE AF8170'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3328 *********************************************************************** FA3328 DESIGNATION - FLYNN FA3328 PID - FA3328 FA3328 STATE/COUNTY- NC/RUTHERFORD FA3328 USGS QUAD - FOREST CITY (1993) FA3328 FA3328 *CURRENT SURVEY CONTROL FA3328 ___________________________________________________________________ FA3328* NAD 83(1986)- 35 19 40.71614(N) 081 48 55.94956(W) ADJUSTED FA3328* NAVD 88 - 281.6 (meters) 924. (feet) VERTCON FA3328 ___________________________________________________________________ FA3328 LAPLACE CORR- 0.26 (seconds) DEFLEC99 FA3328 GEOID HEIGHT- -31.96 (meters) GEOID03 FA3328 FA3328 HORZ ORDER - SECOND FA3328 FA3328.The North Carolina HARNS have been completed but, FA3328.due to contractual restrictions, coordinates for these stations FA3328.will NOT be published in the near future. In the interim, the FA3328.published coordinates in North Carolina will not be FA3328.consistent with the Continuously Operating Reference Stations FA3328.(CORS). The HARN coordinates for these stations are available FA3328.upon request. Contact Gary Thompson(919-733-3836). FA3328. FA3328.In addition, the published North Carolina positions FA3328.(NAD 83 (1986)) are NOT consistent with those determined in FA3328.adjacent state readjustments. The discontinuity between stations FA3328.located in North Carolina and those in adjacent states FA3328.which have been adjusted to the HARN may be as much as 5 FA3328.decimeters. This will result in a significant loss of accuracy FA3328.over lines crossing such state borders. FA3328 FA3328 FA3328.The horizontal coordinates were established by classical geodetic methods FA3328.and adjusted by the National Geodetic Survey in July 1986. FA3328 FA3328.The NAVD 88 height was computed by applying the VERTCON shift value to FA3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3328 FA3328.The Laplace correction was computed from DEFLEC99 derived deflections. FA3328 FA3328.The geoid height was determined by GEOID03. FA3328 FA3328; North East Units Scale Factor Converg. FA3328;SPC NC - 178,674.631 353,672.074 MT 0.99987347 -1 37 30.2 FA3328;SPC NC - 586,201.69 1,160,339.13 sFT 0.99987347 -1 37 30.2 FA3328;UTM 17 - 3,909,720.476 425,877.813 MT 0.99966771 -0 28 17.8 FA3328 FA3328! - Elev Factor x Scale Factor = Combined Factor FA3328!SPC NC - 0.99996082 x 0.99987347 = 0.99983430 FA3328!UTM 17 - 0.99996082 x 0.99966771 = 0.99962855 FA3328 FA3328: Primary Azimuth Mark Grid Az FA3328:SPC NC - MAGNESS 139 47 15.1 FA3328:UTM 17 - MAGNESS 138 38 02.7 FA3328 FA3328|---------------------------------------------------------------------| FA3328| PID Reference Object Distance Geod. Az | FA3328| dddmmss.s | FA3328| FA3327 MAGNESS APPROX. 0.5 KM 1380944.9 | FA3328|---------------------------------------------------------------------| FA3328 FA3328 SUPERSEDED SURVEY CONTROL FA3328 FA3328 NAD 27 - 35 19 40.26952(N) 081 48 56.59220(W) AD( ) 2 FA3328 NGVD 29 (07/19/86) 281.8 (m) 925. (f) VERT ANG FA3328 FA3328.Superseded values are not recommended for survey control. FA3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3328.See file dsdata.txt to determine how the superseded data were derived. FA3328 FA3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2587809720(NAD 83) FA3328_MARKER: DE = TRAVERSE STATION DISK FA3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3328_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3328_STAMPING: FLYNN 1973 FA3328_MARK LOGO: NCGS FA3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3328+STABILITY: SURFACE MOTION FA3328 FA3328 HISTORY - Date Condition Report By FA3328 HISTORY - 1973 MONUMENTED NCGS FA3328 HISTORY - 19960524 GOOD USPSQD FA3328 FA3328 STATION DESCRIPTION FA3328 FA3328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3328'FLYNN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3328'VICINITY OF FOREST CITY, NORTH CAROLINA. FA3328' FA3328'FLYNN IS LOCATED APPROXIMATELY 2.6 MILES EAST OF FOREST CITY, AND FA3328'3.3 MILES WEST OF ELLENBORO. TO REACH STATION FROM INTERSECTION OF FA3328'US 74 BUSINESS AND SR 1913 (OAK GROVE ROAD), PROCEED SOUTH ALONG SR FA3328'1913 FOR 0.6 MILES TO SR 1914 AND STATION IN NW QUADRANT OF FA3328'INTERSECTION AT SE CORNER OF YARD OF FLYNN RESIDENCE. 2.0 MILES FA3328'WEST OF OAK GROVE CHURCH. FA3328' FA3328'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FLYNN FA3328'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3328'FLUSH WITH THE SURFACE OF THE GROUND. FA3328' FA3328'MARK IS FA3328'33.2 FEET WSW OF C/L OF SR 1913. FA3328'29.6 FEET N OF C/L OF SR 1914. FA3328'20.4 FEET NNW OF N END OF 18 INCH CONCRETE CULVERT UNDER SR 1914. FA3328'75.6 FEET WNW OF SR 1913 AND SR 1914 SIGN POST W/ALUMINUM REF. FA3328'TAG. FA3328'62.0 FEET NW OF STOP SIGN POST W/ALUMINUM REF. TAG. FA3328'60.6 FEET N OF UNDER GROUND SERVICE BOX. FA3328 FA3328 STATION RECOVERY (1996) FA3328 FA3328'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3328'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1338 *********************************************************************** FA1338 DESIGNATION - FOREST FA1338 PID - FA1338 FA1338 STATE/COUNTY- NC/RUTHERFORD FA1338 USGS QUAD - FOREST CITY (1993) FA1338 FA1338 *CURRENT SURVEY CONTROL FA1338 ___________________________________________________________________ FA1338* NAD 83(1986)- 35 18 57.58268(N) 081 51 19.72150(W) ADJUSTED FA1338* NAVD 88 - 299.227 (meters) 981.71 (feet) ADJUSTED FA1338 ___________________________________________________________________ FA1338 LAPLACE CORR- -0.42 (seconds) DEFLEC99 FA1338 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1338 DYNAMIC HT - 298.932 (meters) 980.75 (feet) COMP FA1338 MODELED GRAV- 979,640.2 (mgal) NAVD 88 FA1338 FA1338 HORZ ORDER - SECOND FA1338 VERT ORDER - SECOND CLASS II FA1338 FA1338.The North Carolina HARNS have been completed but, FA1338.due to contractual restrictions, coordinates for these stations FA1338.will NOT be published in the near future. In the interim, the FA1338.published coordinates in North Carolina will not be FA1338.consistent with the Continuously Operating Reference Stations FA1338.(CORS). The HARN coordinates for these stations are available FA1338.upon request. Contact Gary Thompson(919-733-3836). FA1338. FA1338.In addition, the published North Carolina positions FA1338.(NAD 83 (1986)) are NOT consistent with those determined in FA1338.adjacent state readjustments. The discontinuity between stations FA1338.located in North Carolina and those in adjacent states FA1338.which have been adjusted to the HARN may be as much as 5 FA1338.decimeters. This will result in a significant loss of accuracy FA1338.over lines crossing such state borders. FA1338 FA1338 FA1338.The horizontal coordinates were established by classical geodetic methods FA1338.and adjusted by the National Geodetic Survey in July 1986. FA1338 FA1338.The orthometric height was determined by differential leveling FA1338.and adjusted by the National Geodetic Survey in June 1991. FA1338 FA1338.The Laplace correction was computed from DEFLEC99 derived deflections. FA1338 FA1338.The geoid height was determined by GEOID03. FA1338 FA1338.The dynamic height is computed by dividing the NAVD 88 FA1338.geopotential number by the normal gravity value computed on the FA1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1338.degrees latitude (g = 980.6199 gals.). FA1338 FA1338.The modeled gravity was interpolated from observed gravity values. FA1338 FA1338; North East Units Scale Factor Converg. FA1338;SPC NC - 177,449.733 350,004.650 MT 0.99987322 -1 38 53.1 FA1338;SPC NC - 582,183.00 1,148,306.92 sFT 0.99987322 -1 38 53.1 FA1338;UTM 17 - 3,908,422.261 422,236.527 MT 0.99967452 -0 29 40.4 FA1338 FA1338! - Elev Factor x Scale Factor = Combined Factor FA1338!SPC NC - 0.99995805 x 0.99987322 = 0.99983128 FA1338!UTM 17 - 0.99995805 x 0.99967452 = 0.99963259 FA1338 FA1338: Primary Azimuth Mark Grid Az FA1338:SPC NC - CAROL 095 15 48.7 FA1338:UTM 17 - CAROL 094 06 36.0 FA1338 FA1338|---------------------------------------------------------------------| FA1338| PID Reference Object Distance Geod. Az | FA1338| dddmmss.s | FA1338| FA1374 CAROL APPROX. 1.5 KM 0933655.6 | FA1338|---------------------------------------------------------------------| FA1338 FA1338 SUPERSEDED SURVEY CONTROL FA1338 FA1338 NAD 27 - 35 18 57.12956(N) 081 51 20.35785(W) AD( ) 2 FA1338 NGVD 29 (??/??/92) 299.479 (m) 982.54 (f) ADJ UNCH 2 2 FA1338 FA1338.Superseded values are not recommended for survey control. FA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1338.See file dsdata.txt to determine how the superseded data were derived. FA1338 FA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2223708422(NAD 83) FA1338_MARKER: DE = TRAVERSE STATION DISK FA1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1338_STAMPING: FOREST 1972 FA1338_MARK LOGO: NCGS FA1338_PROJECTION: FLUSH FA1338_MAGNETIC: N = NO MAGNETIC MATERIAL FA1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1338+STABILITY: SURFACE MOTION FA1338 FA1338 HISTORY - Date Condition Report By FA1338 HISTORY - 1972 MONUMENTED NCGS FA1338 HISTORY - 19731001 GOOD NCGS FA1338 HISTORY - 19830101 GOOD NCGS FA1338 HISTORY - 19960524 GOOD USPSQD FA1338 FA1338 STATION DESCRIPTION FA1338 FA1338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1338'FOREST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1338'VICINITY OF FOREST CITY AND ALEXANDER MILLS, NORTH CAROLINA. FA1338' FA1338'FOREST IS LOCATED APPROXIMATELY NEAR THE EAST INTERSECTION OF FOREST FA1338'CITY AND ALEXANDER MILLS CITY LIMITS. STATION IS LOCATED ALONG US FA1338'74 BYPASS BETWEEN FOREST CITY AND ALEXANDER MILLS, APPROXIMATELY 325 FA1338'FEET EAST OF SOUTHERN RR BRIDGE (PARALELLING US 221-A BRIDGE), FA1338'ON THE BANK ON THE NORTH SIDE OF NORTH BOUND LANE. FA1338' FA1338'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FOREST FA1338'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1338'FLUSH WITH THE SURFACE OF THE GROUND. FA1338' FA1338'MARK IS FA1338'77.8 FEET N OF C/L OF US 74 BYPASS W BOUND LANE. FA1338'33.0 FEET N OF 3RD CONCRETE BASE OF US 221-A EXIT SIGN. FA1338'91.2 FEET WSW OF CENTER BRACE POLE IN FENCE. FA1338'25.0 FEET S OF FENCE LINE. FA1338'325.5 FEET E OF WING WALL OF NE CORNER OF RR BRIDGE. FA1338 FA1338 STATION RECOVERY (1973) FA1338 FA1338'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1338'0.3 MI N OF ALEXANDER MILLS. FA1338'STATION IS LOCATED ALONG US 74 BYPASS BETWEEN FOREST CITY AND FA1338'ALEXANDER MILLS, APPROXIMATELY 325 FEET EAST OF SOUTHERN RAILROAD FA1338'BRIDGE (PARALLELING US 221A BRIDGE), AND ON NORTH BANK OF WESTBOUND FA1338'LANE, 77.8 FEET NORTH OF CENTERLINE OF US 74 BYPASS WESTBOUND LANE, FA1338'33.0 FEET NORTH OF NEAREST ONE OF THREE CONCRETE BASE OF US 221A EXIT FA1338'SIGN, 91.2 FEET WEST-SOUTHWEST OF CENTER BRACE POLE IN FENCE, 25.0 FA1338'FEET SOUTH OF FENCE LINE, AND 325.5 FEET EAST OF WINGWALL OF NORTHEAST FA1338'CORNER OF RAILROAD BRIDGE. DISK IS SET IN CONCRETE CYLINDER, FLUSH FA1338'WITH THE GROUND. FA1338 FA1338 STATION RECOVERY (1983) FA1338 FA1338'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1338'RECOVERED AS DESCRIBED. FA1338 FA1338 STATION RECOVERY (1996) FA1338 FA1338'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1338'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8253 *********************************************************************** AF8253 DESIGNATION - FORK AF8253 PID - AF8253 AF8253 STATE/COUNTY- NC/RUTHERFORD AF8253 USGS QUAD - DYSARTSVILLE (1993) AF8253 AF8253 *CURRENT SURVEY CONTROL AF8253 ___________________________________________________________________ AF8253* NAD 83(1986)- 35 30 34.62779(N) 081 51 21.84406(W) ADJUSTED AF8253* NAVD 88 - 301.5 (meters) 989. (feet) VERT ANG AF8253 ___________________________________________________________________ AF8253 LAPLACE CORR- 0.34 (seconds) DEFLEC99 AF8253 GEOID HEIGHT- -31.88 (meters) GEOID03 AF8253 AF8253 HORZ ORDER - SECOND AF8253 AF8253.The North Carolina HARNS have been completed but, AF8253.due to contractual restrictions, coordinates for these stations AF8253.will NOT be published in the near future. In the interim, the AF8253.published coordinates in North Carolina will not be AF8253.consistent with the Continuously Operating Reference Stations AF8253.(CORS). The HARN coordinates for these stations are available AF8253.upon request. Contact Gary Thompson(919-733-3836). AF8253. AF8253.In addition, the published North Carolina positions AF8253.(NAD 83 (1986)) are NOT consistent with those determined in AF8253.adjacent state readjustments. The discontinuity between stations AF8253.located in North Carolina and those in adjacent states AF8253.which have been adjusted to the HARN may be as much as 5 AF8253.decimeters. This will result in a significant loss of accuracy AF8253.over lines crossing such state borders. AF8253 AF8253 AF8253.The horizontal coordinates were established by classical geodetic methods AF8253.and adjusted by the National Geodetic Survey in June 1998. AF8253 AF8253.The orthometric height was determined by vertical angle observations. AF8253 AF8253.The Laplace correction was computed from DEFLEC99 derived deflections. AF8253 AF8253.The geoid height was determined by GEOID03. AF8253 AF8253; North East Units Scale Factor Converg. AF8253;SPC NC - 198,921.929 350,568.959 MT 0.99988268 -1 38 54.4 AF8253;SPC NC - 652,629.70 1,150,158.33 sFT 0.99988268 -1 38 54.4 AF8253;UTM 17 - 3,929,897.111 422,368.867 MT 0.99967427 -0 29 50.1 AF8253 AF8253! - Elev Factor x Scale Factor = Combined Factor AF8253!SPC NC - 0.99995769 x 0.99988268 = 0.99984037 AF8253!UTM 17 - 0.99995769 x 0.99967427 = 0.99963197 AF8253 AF8253 SUPERSEDED SURVEY CONTROL AF8253 AF8253.No superseded survey control is available for this station. AF8253 AF8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2236929897(NAD 83) AF8253_MARKER: DE = TRAVERSE STATION DISK AF8253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8253_STAMPING: FORK 1983 AF8253_MARK LOGO: NCGS AF8253_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8253+STABILITY: SURFACE MOTION AF8253 AF8253 HISTORY - Date Condition Report By AF8253 HISTORY - 1983 MONUMENTED NCGS AF8253 AF8253 STATION DESCRIPTION AF8253 AF8253'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8253'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) NORTH OF LANES STORE AND AF8253'18.3 KM (11.35 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 12.4 AF8253'KM (7.70 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.24 KM AF8253'(0.15 MI) NORTH OF SR 1512, IN WEST SHOULDER. MARK IS RECESSED 4 AF8253'INCHES BELOW GROUND AND LEVEL WITH US 64. LOCATED 5.03 M (16.50 FT) AF8253'WEST OF THE CENTERLINE OF US 64, 15.36 M (50.39 FT) WEST-NORTHWEST OF AF8253'TELEPHONE PEDESTAL (225) ACROSS ROAD--AND 10.00 M (32.81 FT) EAST OF AF8253'8-INCH POPLAR, 16.46 M (54.00 FT) (SLOPE) NORTHEAST OF 10-INCH AF8253'PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3339 *********************************************************************** FA3339 DESIGNATION - GEER FA3339 PID - FA3339 FA3339 STATE/COUNTY- NC/RUTHERFORD FA3339 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3339 FA3339 *CURRENT SURVEY CONTROL FA3339 ___________________________________________________________________ FA3339* NAD 83(1986)- 35 26 21.42350(N) 081 56 31.16660(W) ADJUSTED FA3339* NAVD 88 - 331.1 (meters) 1086. (feet) VERT ANG FA3339 ___________________________________________________________________ FA3339 LAPLACE CORR- -1.35 (seconds) DEFLEC99 FA3339 GEOID HEIGHT- -31.89 (meters) GEOID03 FA3339 FA3339 HORZ ORDER - SECOND FA3339 FA3339.The North Carolina HARNS have been completed but, FA3339.due to contractual restrictions, coordinates for these stations FA3339.will NOT be published in the near future. In the interim, the FA3339.published coordinates in North Carolina will not be FA3339.consistent with the Continuously Operating Reference Stations FA3339.(CORS). The HARN coordinates for these stations are available FA3339.upon request. Contact Gary Thompson(919-733-3836). FA3339. FA3339.In addition, the published North Carolina positions FA3339.(NAD 83 (1986)) are NOT consistent with those determined in FA3339.adjacent state readjustments. The discontinuity between stations FA3339.located in North Carolina and those in adjacent states FA3339.which have been adjusted to the HARN may be as much as 5 FA3339.decimeters. This will result in a significant loss of accuracy FA3339.over lines crossing such state borders. FA3339 FA3339 FA3339.The horizontal coordinates were established by classical geodetic methods FA3339.and adjusted by the National Geodetic Survey in June 1998. FA3339 FA3339.The orthometric height was determined by vertical angle observations. FA3339 FA3339.The Laplace correction was computed from DEFLEC99 derived deflections. FA3339 FA3339.The geoid height was determined by GEOID03. FA3339 FA3339; North East Units Scale Factor Converg. FA3339;SPC NC - 191,350.301 342,547.185 MT 0.99987793 -1 41 52.9 FA3339;SPC NC - 627,788.45 1,123,840.22 sFT 0.99987793 -1 41 52.9 FA3339;UTM 17 - 3,922,167.341 414,502.428 MT 0.99969008 -0 32 46.5 FA3339 FA3339! - Elev Factor x Scale Factor = Combined Factor FA3339!SPC NC - 0.99995304 x 0.99987793 = 0.99983097 FA3339!UTM 17 - 0.99995304 x 0.99969008 = 0.99964313 FA3339 FA3339: Primary Azimuth Mark Grid Az FA3339:SPC NC - EDWARDS 114 27 21.7 FA3339:UTM 17 - EDWARDS 113 18 15.3 FA3339 FA3339|---------------------------------------------------------------------| FA3339| PID Reference Object Distance Geod. Az | FA3339| dddmmss.s | FA3339| FA3337 EDWARDS APPROX. 1.0 KM 1124528.8 | FA3339|---------------------------------------------------------------------| FA3339 FA3339 SUPERSEDED SURVEY CONTROL FA3339 FA3339 NAD 83(1986)- 35 26 21.42587(N) 081 56 31.17473(W) AD( ) 2 FA3339 NAD 27 - 35 26 20.97429(N) 081 56 31.81073(W) AD( ) 2 FA3339 NGVD 29 (07/19/86) 331.3 (m) 1087. (f) VERT ANG FA3339 FA3339.Superseded values are not recommended for survey control. FA3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3339.See file dsdata.txt to determine how the superseded data were derived. FA3339 FA3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1450222167(NAD 83) FA3339_MARKER: DE = TRAVERSE STATION DISK FA3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3339_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3339_STAMPING: GEER 1972 FA3339_MARK LOGO: NCGS FA3339_MAGNETIC: N = NO MAGNETIC MATERIAL FA3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3339+STABILITY: SURFACE MOTION FA3339 FA3339 HISTORY - Date Condition Report By FA3339 HISTORY - 1972 MONUMENTED NCGS FA3339 HISTORY - 19830101 GOOD NCGS FA3339 FA3339 STATION DESCRIPTION FA3339 FA3339'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3339'GEER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3339'VICINITY OF GILKEY, NORTH CAROLINA. FA3339' FA3339'GEER IS LOCATED APPROXIMATELY 2.3 MILES EAST OF GILKEY, AND 3.8 FA3339'MILES NORTH OF RUTH. TO REACH STATION FROM THE INTERSECTION OF US FA3339'221 AND SR 1527 (OAK SPRINGS ROAD) IN GILKEY, PROCEED EAST ALONG SR FA3339'1527 FOR 2.5 MILES TO T INTERSECTION WITH SR 1520. THENCE NORTH FA3339'ALONG SR 1520 FOR 0.45 MILES TO STATION ON THE LEFT BANK. 0.35 MILES FA3339'SOUTH OF OAK SPRINGS BAPTIST CHURCH AND APPROXIMATELY 60 FEET ENE OF FA3339'WORTH GEERS DAIRY BARN, AND ON THE NORTH SIDE OF LOT ENTRANCE. FA3339' FA3339'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GEER FA3339'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3339'FLUSH WITH THE GROUND. FA3339' FA3339'MARK IS FA3339'22.7 FEET W OF C/L OF SR 1520. FA3339'14.0 FEET N OF C/L OF LOT ENTRANCE. FA3339'98.5 FEET WSW OF PP NO. NH11 W/ALUMINUM REF. TAG. FA3339'6.1 FEET NNE OF A FENCE POST W/ALUMINUM REF. TAG. FA3339'67.5 FEET ENE OF A NE CORNER OF DAIRY (CONC.) BARN. FA3339 FA3339 STATION RECOVERY (1983) FA3339 FA3339'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3339'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3267 *********************************************************************** FA3267 DESIGNATION - GETTY FA3267 PID - FA3267 FA3267 STATE/COUNTY- NC/RUTHERFORD FA3267 USGS QUAD - BOILING SPRINGS NORTH (1982) FA3267 FA3267 *CURRENT SURVEY CONTROL FA3267 ___________________________________________________________________ FA3267* NAD 83(1986)- 35 18 32.46042(N) 081 43 57.30922(W) ADJUSTED FA3267* NAVD 88 - 300.6 (meters) 986. (feet) VERTCON FA3267 ___________________________________________________________________ FA3267 LAPLACE CORR- 0.37 (seconds) DEFLEC99 FA3267 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3267 FA3267 HORZ ORDER - SECOND FA3267 FA3267.The North Carolina HARNS have been completed but, FA3267.due to contractual restrictions, coordinates for these stations FA3267.will NOT be published in the near future. In the interim, the FA3267.published coordinates in North Carolina will not be FA3267.consistent with the Continuously Operating Reference Stations FA3267.(CORS). The HARN coordinates for these stations are available FA3267.upon request. Contact Gary Thompson(919-733-3836). FA3267. FA3267.In addition, the published North Carolina positions FA3267.(NAD 83 (1986)) are NOT consistent with those determined in FA3267.adjacent state readjustments. The discontinuity between stations FA3267.located in North Carolina and those in adjacent states FA3267.which have been adjusted to the HARN may be as much as 5 FA3267.decimeters. This will result in a significant loss of accuracy FA3267.over lines crossing such state borders. FA3267 FA3267 FA3267.The horizontal coordinates were established by classical geodetic methods FA3267.and adjusted by the National Geodetic Survey in July 1986. FA3267 FA3267.The NAVD 88 height was computed by applying the VERTCON shift value to FA3267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3267 FA3267.The Laplace correction was computed from DEFLEC99 derived deflections. FA3267 FA3267.The geoid height was determined by GEOID03. FA3267 FA3267; North East Units Scale Factor Converg. FA3267;SPC NC - 176,361.440 361,152.814 MT 0.99987309 -1 34 37.8 FA3267;SPC NC - 578,612.49 1,184,882.19 sFT 0.99987309 -1 34 37.8 FA3267;UTM 17 - 3,907,558.818 433,402.010 MT 0.99965466 -0 25 24.4 FA3267 FA3267! - Elev Factor x Scale Factor = Combined Factor FA3267!SPC NC - 0.99995783 x 0.99987309 = 0.99983093 FA3267!UTM 17 - 0.99995783 x 0.99965466 = 0.99961251 FA3267 FA3267: Primary Azimuth Mark Grid Az FA3267:SPC NC - PLAINVIEW 192 59 49.6 FA3267:UTM 17 - PLAINVIEW 191 50 36.2 FA3267 FA3267|---------------------------------------------------------------------| FA3267| PID Reference Object Distance Geod. Az | FA3267| dddmmss.s | FA3267| FA3265 PLAINVIEW APPROX. 1.1 KM 1912511.8 | FA3267|---------------------------------------------------------------------| FA3267 FA3267 SUPERSEDED SURVEY CONTROL FA3267 FA3267 NAD 27 - 35 18 32.02199(N) 081 43 57.95718(W) AD( ) 2 FA3267 NGVD 29 (07/19/86) 300.8 (m) 987. (f) VERT ANG FA3267 FA3267.Superseded values are not recommended for survey control. FA3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3267.See file dsdata.txt to determine how the superseded data were derived. FA3267 FA3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3340207559(NAD 83) FA3267_MARKER: DE = TRAVERSE STATION DISK FA3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3267_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3267_STAMPING: GETTY 1973 FA3267_MARK LOGO: NCGS FA3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3267+STABILITY: SURFACE MOTION FA3267 FA3267 HISTORY - Date Condition Report By FA3267 HISTORY - 1973 MONUMENTED NCGS FA3267 HISTORY - 19960522 GOOD USPSQD FA3267 FA3267 STATION DESCRIPTION FA3267 FA3267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3267'GETTY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3267'VICINITY OF ELLENBORO, NORTH CAROLINA. FA3267' FA3267'GETTY IS LOCATED APPROXIMATELY 1.9 MILES SE OF ELLENBORO, AND 5.0 FA3267'MILES NNE OF CLIFFSIDE. TO REACH STATION FROM INTERSECTION OF US 74 FA3267'BUSINESS AND SR 1920 IN ELLENBORO, PROCEED SE ALONG US 74 BUSINESS FA3267'FOR 1.9 MILES TO STATION ON RIGHT BETWEEN HIGHWAY AND SCL R/R, 0.6 FA3267'MILES NW OF INTERSECTION OF US 74 BUSINESS AND NC 120, AND FA3267'APPROXIMATELY 300 FEET SOUTH OF AND ACROSS HIGHWAY FROM GETTYS FA3267'SERVICE STATION. FA3267' FA3267'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GETTY FA3267'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 FA3267'INCHES BELOW THE SURFACE OF THE GROUND. FA3267' FA3267'MARK IS FA3267'32.5 FEET SW OF C/L OF US 74 BUSINESS. FA3267'30.4 FEET NE OF NE RAIL OF SCL R/R. FA3267'26.7 FEET NNW OF TALL TELEPHONE POLE W/ALUMINUM REF. TAG. FA3267'106.2 FEET NW OF TELEPHONE POLE NO. 2002 W/ALUMINUM REF. TAG. FA3267'45.6 FEET SSE OF TELEPHONE POLE W/ALUMINUM REF. TAG. FA3267 FA3267 STATION RECOVERY (1996) FA3267 FA3267'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3267'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3356 *********************************************************************** FA3356 DESIGNATION - GILKEY FA3356 PID - FA3356 FA3356 STATE/COUNTY- NC/RUTHERFORD FA3356 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3356 FA3356 *CURRENT SURVEY CONTROL FA3356 ___________________________________________________________________ FA3356* NAD 83(1986)- 35 26 39.41371(N) 081 58 54.15578(W) ADJUSTED FA3356* NAVD 88 - 328.818 (meters) 1078.80 (feet) ADJUSTED FA3356 ___________________________________________________________________ FA3356 LAPLACE CORR- -1.79 (seconds) DEFLEC99 FA3356 GEOID HEIGHT- -31.85 (meters) GEOID03 FA3356 DYNAMIC HT - 328.493 (meters) 1077.73 (feet) COMP FA3356 MODELED GRAV- 979,634.9 (mgal) NAVD 88 FA3356 FA3356 HORZ ORDER - SECOND FA3356 VERT ORDER - SECOND CLASS II FA3356 FA3356.The North Carolina HARNS have been completed but, FA3356.due to contractual restrictions, coordinates for these stations FA3356.will NOT be published in the near future. In the interim, the FA3356.published coordinates in North Carolina will not be FA3356.consistent with the Continuously Operating Reference Stations FA3356.(CORS). The HARN coordinates for these stations are available FA3356.upon request. Contact Gary Thompson(919-733-3836). FA3356. FA3356.In addition, the published North Carolina positions FA3356.(NAD 83 (1986)) are NOT consistent with those determined in FA3356.adjacent state readjustments. The discontinuity between stations FA3356.located in North Carolina and those in adjacent states FA3356.which have been adjusted to the HARN may be as much as 5 FA3356.decimeters. This will result in a significant loss of accuracy FA3356.over lines crossing such state borders. FA3356 FA3356 FA3356.The horizontal coordinates were established by classical geodetic methods FA3356.and adjusted by the National Geodetic Survey in July 1986. FA3356 FA3356.The orthometric height was determined by differential leveling FA3356.and adjusted by the National Geodetic Survey in May 1998. FA3356 FA3356.The Laplace correction was computed from DEFLEC99 derived deflections. FA3356 FA3356.The geoid height was determined by GEOID03. FA3356 FA3356.The dynamic height is computed by dividing the NAVD 88 FA3356.geopotential number by the normal gravity value computed on the FA3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3356.degrees latitude (g = 980.6199 gals.). FA3356 FA3356.The modeled gravity was interpolated from observed gravity values. FA3356 FA3356; North East Units Scale Factor Converg. FA3356;SPC NC - 192,011.998 338,959.469 MT 0.99987822 -1 43 15.4 FA3356;SPC NC - 629,959.36 1,112,069.52 sFT 0.99987822 -1 43 15.4 FA3356;UTM 17 - 3,922,756.684 410,902.800 MT 0.99969783 -0 34 09.6 FA3356 FA3356! - Elev Factor x Scale Factor = Combined Factor FA3356!SPC NC - 0.99995339 x 0.99987822 = 0.99983162 FA3356!UTM 17 - 0.99995339 x 0.99969783 = 0.99965123 FA3356 FA3356: Primary Azimuth Mark Grid Az FA3356:SPC NC - COMMUNITY 011 36 01.5 FA3356:UTM 17 - COMMUNITY 010 26 55.7 FA3356 FA3356|---------------------------------------------------------------------| FA3356| PID Reference Object Distance Geod. Az | FA3356| dddmmss.s | FA3356| FA3348 COMMUNITY 492.705 METERS 0095246.1 | FA3356|---------------------------------------------------------------------| FA3356 FA3356 SUPERSEDED SURVEY CONTROL FA3356 FA3356 NAD 27 - 35 26 38.96183(N) 081 58 54.78756(W) AD( ) 2 FA3356 NGVD 29 (07/19/86) 329.1 (m) 1080. (f) VERT ANG FA3356 FA3356.Superseded values are not recommended for survey control. FA3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3356.See file dsdata.txt to determine how the superseded data were derived. FA3356 FA3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1090322757(NAD 83) FA3356_MARKER: DE = TRAVERSE STATION DISK FA3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3356_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3356_STAMPING: GILKEY 1972 FA3356_MARK LOGO: NCGS FA3356_MAGNETIC: N = NO MAGNETIC MATERIAL FA3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3356+STABILITY: SURFACE MOTION FA3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3356+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996 FA3356 FA3356 HISTORY - Date Condition Report By FA3356 HISTORY - 1972 MONUMENTED NCGS FA3356 HISTORY - 19830101 GOOD NCGS FA3356 HISTORY - 19960506 GOOD NCGS FA3356 FA3356 STATION DESCRIPTION FA3356 FA3356'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3356'GILKEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3356'VICINITY OF GILKEY, NORTH CAROLINA. FA3356' FA3356'GILKEY IS LOCATED APPROXIMATELY IN GILKEY, AND 5.5 MILES NORTH OF FA3356'RUTHERFORDTON. TO REACH STATION FROM US 64-US 74 BYPASS BRIDGE FA3356'OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH ALONG US 221 FOR FA3356'4.65 MILES TO SR 1362 (WEST) AND STATION ON THE RIGHT AT GILKEY, FA3356'AND SOUTH EDGE OF SOUTHERNMOST ISLAND AT SHELL STATION. FA3356' FA3356'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GILKEY FA3356'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FA3356'INCHES BELOW THE SURFACE OF THE GROUND. FA3356' FA3356'MARK IS FA3356'25.0 FEET E OF C/L OF US 221. FA3356'4.6 FEET N OF SOUTHERNMOST EDGE OF ISLAND CURBING. FA3356'43.4 FEET NNW OF PP WITH LAMP AND ALUMINUM REF. TAG AT SW END OF FA3356'FENCE. FA3356'95.6 FEET SW OF SW CORNER OF SHELL STATION. FA3356'13.7 FEET S OF 4X4 SIGN WITH ALUMINUM REF. TAG. FA3356'51.0 FEET WNW OF SW POST (OF 4) SUPPORTING SHELL SIGN WITH FA3356'ALUMINUM REF. TAG. FA3356 FA3356 STATION RECOVERY (1983) FA3356 FA3356'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3356'RECOVERED AS DESCRIBED. FA3356 FA3356 STATION RECOVERY (1996) FA3356 FA3356'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3356'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8180 *********************************************************************** AF8180 DESIGNATION - GORDON AF8180 PID - AF8180 AF8180 STATE/COUNTY- NC/RUTHERFORD AF8180 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8180 AF8180 *CURRENT SURVEY CONTROL AF8180 ___________________________________________________________________ AF8180* NAD 83(1986)- 35 16 50.11212(N) 081 53 52.96134(W) ADJUSTED AF8180* NAVD 88 - 301.1 (meters) 988. (feet) VERT ANG AF8180 ___________________________________________________________________ AF8180 LAPLACE CORR- -0.57 (seconds) DEFLEC99 AF8180 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8180 AF8180 HORZ ORDER - SECOND AF8180 AF8180.The North Carolina HARNS have been completed but, AF8180.due to contractual restrictions, coordinates for these stations AF8180.will NOT be published in the near future. In the interim, the AF8180.published coordinates in North Carolina will not be AF8180.consistent with the Continuously Operating Reference Stations AF8180.(CORS). The HARN coordinates for these stations are available AF8180.upon request. Contact Gary Thompson(919-733-3836). AF8180. AF8180.In addition, the published North Carolina positions AF8180.(NAD 83 (1986)) are NOT consistent with those determined in AF8180.adjacent state readjustments. The discontinuity between stations AF8180.located in North Carolina and those in adjacent states AF8180.which have been adjusted to the HARN may be as much as 5 AF8180.decimeters. This will result in a significant loss of accuracy AF8180.over lines crossing such state borders. AF8180 AF8180 AF8180.The horizontal coordinates were established by classical geodetic methods AF8180.and adjusted by the National Geodetic Survey in June 1998. AF8180 AF8180.The orthometric height was determined by vertical angle observations. AF8180 AF8180.The Laplace correction was computed from DEFLEC99 derived deflections. AF8180 AF8180.The geoid height was determined by GEOID03. AF8180 AF8180; North East Units Scale Factor Converg. AF8180;SPC NC - 173,635.617 346,021.281 MT 0.99987272 -1 40 21.6 AF8180;SPC NC - 569,669.52 1,135,238.15 sFT 0.99987272 -1 40 21.6 AF8180;UTM 17 - 3,904,529.471 418,331.523 MT 0.99968220 -0 31 07.4 AF8180 AF8180! - Elev Factor x Scale Factor = Combined Factor AF8180!SPC NC - 0.99995776 x 0.99987272 = 0.99983048 AF8180!UTM 17 - 0.99995776 x 0.99968220 = 0.99963997 AF8180 AF8180 SUPERSEDED SURVEY CONTROL AF8180 AF8180.No superseded survey control is available for this station. AF8180 AF8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1833204529(NAD 83) AF8180_MARKER: DE = TRAVERSE STATION DISK AF8180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8180_STAMPING: GORDON 1985 AF8180_MARK LOGO: NCGS AF8180_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8180+STABILITY: SURFACE MOTION AF8180 AF8180 HISTORY - Date Condition Report By AF8180 HISTORY - 1985 MONUMENTED NCGS AF8180 AF8180 STATION DESCRIPTION AF8180 AF8180'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8180'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF HARRIS, AND AF8180'11.1 KM (6.90 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 1.7 KM AF8180'(1.05 MI) SOUTHEAST OF THE SR 2169 (US 221 TRUCK ROUTE, OAKLAND RD) AF8180'INTERSECTION, AT DANIELTOWN, OR 0.15 KM (0.10 MI) SOUTHEAST OF SR AF8180'2152, IN EAST SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND AND AF8180'1-FOOT LOWER THAN US 221. LOCATED 4.72 M (15.49 FT) EAST-NORTHEAST OF AF8180'THE CENTERLINE OF US 221, 30.94 M (101.51 FT) SOUTH-SOUTHEAST OF THE AF8180'CENTERLINE OF GRAVEL ROAD, 19.35 M (63.48 FT) EAST-NORTHEAST OF THE AF8180'SOUTHEAST CORNER OF BRICK APARTMENT BUILDING (ACROSS ROAD)--AND 10.67 AF8180'M (35.01 FT) WEST-SOUTHWEST OF 8-INCH FORKED POPLAR, 17.22 M (56.50 AF8180'FT) SOUTH OF 6-INCH CHERRY--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI8568 *********************************************************************** AI8568 DESIGNATION - GREEN HILL AZ MK AI8568 PID - AI8568 AI8568 STATE/COUNTY- NC/RUTHERFORD AI8568 USGS QUAD - SHINGLE HOLLOW (1982) AI8568 AI8568 *CURRENT SURVEY CONTROL AI8568 ___________________________________________________________________ AI8568* NAD 83(1986)- 35 24 20.82102(N) 082 02 20.12880(W) ADJUSTED AI8568* NAVD 88 - 298.6 (meters) 980. (feet) VERT ANG AI8568 ___________________________________________________________________ AI8568 LAPLACE CORR- -2.44 (seconds) DEFLEC99 AI8568 GEOID HEIGHT- -31.82 (meters) GEOID03 AI8568 AI8568 HORZ ORDER - SECOND AI8568 AI8568.The North Carolina HARNS have been completed but, AI8568.due to contractual restrictions, coordinates for these stations AI8568.will NOT be published in the near future. In the interim, the AI8568.published coordinates in North Carolina will not be AI8568.consistent with the Continuously Operating Reference Stations AI8568.(CORS). The HARN coordinates for these stations are available AI8568.upon request. Contact Gary Thompson(919-733-3836). AI8568. AI8568.In addition, the published North Carolina positions AI8568.(NAD 83 (1986)) are NOT consistent with those determined in AI8568.adjacent state readjustments. The discontinuity between stations AI8568.located in North Carolina and those in adjacent states AI8568.which have been adjusted to the HARN may be as much as 5 AI8568.decimeters. This will result in a significant loss of accuracy AI8568.over lines crossing such state borders. AI8568 AI8568 AI8568.The horizontal coordinates were established by classical geodetic methods AI8568.and adjusted by the National Geodetic Survey in November 2000. AI8568 AI8568.The orthometric height was determined by vertical angle observations. AI8568 AI8568.The Laplace correction was computed from DEFLEC99 derived deflections. AI8568 AI8568.The geoid height was determined by GEOID03. AI8568 AI8568; North East Units Scale Factor Converg. AI8568;SPC NC - 187,900.718 333,637.130 MT 0.99987619 -1 45 14.3 AI8568;SPC NC - 616,470.94 1,094,607.82 sFT 0.99987619 -1 45 14.3 AI8568;UTM 17 - 3,918,539.979 405,665.089 MT 0.99970967 -0 36 07.1 AI8568 AI8568! - Elev Factor x Scale Factor = Combined Factor AI8568!SPC NC - 0.99995813 x 0.99987619 = 0.99983433 AI8568!UTM 17 - 0.99995813 x 0.99970967 = 0.99966781 AI8568 AI8568 SUPERSEDED SURVEY CONTROL AI8568 AI8568.No superseded survey control is available for this station. AI8568 AI8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0566518540(NAD 83) AI8568_MARKER: DZ = AZIMUTH MARK DISK AI8568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI8568_STAMPING: GREEN HILL 1992 AI8568_MARK LOGO: NCGS AI8568_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI8568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI8568+STABILITY: SURFACE MOTION AI8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AI8568+SATELLITE: SATELLITE OBSERVATIONS - 1992 AI8568 AI8568 HISTORY - Date Condition Report By AI8568 HISTORY - 1992 MONUMENTED NCGS AI8568 AI8568 STATION DESCRIPTION AI8568 AI8568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC) AI8568'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTHWEST OF GILKEY AND 5.2 AI8568'MI (8.4 KM) WEST-NORTHWEST OF RUTHERFORDTON AT THE GREEN HILL AI8568'ELEMENTARY SCHOOL. AI8568'PROCEED ALONG US 64-74 BYPASS FOR 0.6 MI (1.0 KM) WEST FROM THE US 221 AI8568'UNDERPASS (IN RUTHERFORDTON) , THENCE NORTHWEST (RIGHT) FOR 4.9 MI AI8568'(7.9 KM) ALONG US 64-74 TO SCHOOL AND STATION AT NORTHEAST CORNER OF AI8568'GROUNDS BETWEEN 2 LARGE PINES. AI8568'MARK IS ABOUT 6-FEET HIGHER THAN THE HIGHWAY AND FLUSH WITH THE AI8568'GROUND. LOCATED 79.9 FT (24.4 M) SOUTH OF THE CENTERLINE OF THE AI8568'HIGHWAY, 41.7 FT (12.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SCHOOL AI8568'ENTRANCE ROAD, 120.4 FT (36.7 M) NORTH-NORTHEAST OF THE NORTHEAST AI8568'CORNER OF SCHOOL GYMNASIUM,--38.5 FTEAST OF A 16-INCH SHORTLEAF PINE, AI8568'AND 32.8 FT (10.0 M) WEST OF A 18-INCH SHORTLEAF PINE-- BOTH WITH AI8568'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7922 *********************************************************************** AF7922 DESIGNATION - GREEN HUB AF7922 PID - AF7922 AF7922 STATE/COUNTY- NC/RUTHERFORD AF7922 USGS QUAD - CHESNEE (1993) AF7922 AF7922 *CURRENT SURVEY CONTROL AF7922 ___________________________________________________________________ AF7922* NAD 83(1986)- 35 13 37.05944(N) 081 46 04.67267(W) ADJUSTED AF7922* NAVD 88 - 245.3 (meters) 805. (feet) VERT ANG AF7922 ___________________________________________________________________ AF7922 LAPLACE CORR- 0.62 (seconds) DEFLEC99 AF7922 GEOID HEIGHT- -31.91 (meters) GEOID03 AF7922 AF7922 HORZ ORDER - SECOND AF7922 AF7922.The North Carolina HARNS have been completed but, AF7922.due to contractual restrictions, coordinates for these stations AF7922.will NOT be published in the near future. In the interim, the AF7922.published coordinates in North Carolina will not be AF7922.consistent with the Continuously Operating Reference Stations AF7922.(CORS). The HARN coordinates for these stations are available AF7922.upon request. Contact Gary Thompson(919-733-3836). AF7922. AF7922.In addition, the published North Carolina positions AF7922.(NAD 83 (1986)) are NOT consistent with those determined in AF7922.adjacent state readjustments. The discontinuity between stations AF7922.located in North Carolina and those in adjacent states AF7922.which have been adjusted to the HARN may be as much as 5 AF7922.decimeters. This will result in a significant loss of accuracy AF7922.over lines crossing such state borders. AF7922 AF7922 AF7922.The horizontal coordinates were established by classical geodetic methods AF7922.and adjusted by the National Geodetic Survey in June 1998. AF7922 AF7922.The orthometric height was determined by vertical angle observations. AF7922 AF7922.The Laplace correction was computed from DEFLEC99 derived deflections. AF7922 AF7922.The geoid height was determined by GEOID03. AF7922 AF7922; North East Units Scale Factor Converg. AF7922;SPC NC - 167,351.530 357,683.211 MT 0.99987269 -1 35 51.3 AF7922;SPC NC - 549,052.48 1,173,499.00 sFT 0.99987269 -1 35 51.3 AF7922;UTM 17 - 3,898,482.805 430,115.300 MT 0.99966019 -0 26 34.8 AF7922 AF7922! - Elev Factor x Scale Factor = Combined Factor AF7922!SPC NC - 0.99996651 x 0.99987269 = 0.99983920 AF7922!UTM 17 - 0.99996651 x 0.99966019 = 0.99962671 AF7922 AF7922 SUPERSEDED SURVEY CONTROL AF7922 AF7922.No superseded survey control is available for this station. AF7922 AF7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3011598483(NAD 83) AF7922_MARKER: N = NAIL AF7922_SETTING: 2 = OBJECT DRIVEN INTO GROUND AF7922_MAGNETIC: O = OTHER; SEE DESCRIPTION AF7922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7922 AF7922 HISTORY - Date Condition Report By AF7922 HISTORY - 1990 MONUMENTED NCGS AF7922 AF7922 STATION DESCRIPTION AF7922 AF7922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC) AF7922'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF CLIFFSIDE AND 9.2 MI AF7922'(14.8 KM) SOUTHEAST OF FOREST CITY.$ALONG US 221A FOR 0.85 MI (1.37 AF7922'KM) SOUTH FROM SECOND BROAD RIVER BRIDGE, THENCE EAST AND NORTHEAST AF7922'ALONG SR 2022 (GREEN ACRES ROAD) FOR 0.4 MI (0.6 KM) TO THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3354 *********************************************************************** FA3354 DESIGNATION - HAMILTON FA3354 PID - FA3354 FA3354 STATE/COUNTY- NC/RUTHERFORD FA3354 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3354 FA3354 *CURRENT SURVEY CONTROL FA3354 ___________________________________________________________________ FA3354* NAD 83(1986)- 35 26 18.86357(N) 081 58 56.90647(W) ADJUSTED FA3354* NAVD 88 - 315.6 (meters) 1035. (feet) VERTCON FA3354 ___________________________________________________________________ FA3354 LAPLACE CORR- -1.68 (seconds) DEFLEC99 FA3354 GEOID HEIGHT- -31.85 (meters) GEOID03 FA3354 FA3354 HORZ ORDER - SECOND FA3354 FA3354.The North Carolina HARNS have been completed but, FA3354.due to contractual restrictions, coordinates for these stations FA3354.will NOT be published in the near future. In the interim, the FA3354.published coordinates in North Carolina will not be FA3354.consistent with the Continuously Operating Reference Stations FA3354.(CORS). The HARN coordinates for these stations are available FA3354.upon request. Contact Gary Thompson(919-733-3836). FA3354. FA3354.In addition, the published North Carolina positions FA3354.(NAD 83 (1986)) are NOT consistent with those determined in FA3354.adjacent state readjustments. The discontinuity between stations FA3354.located in North Carolina and those in adjacent states FA3354.which have been adjusted to the HARN may be as much as 5 FA3354.decimeters. This will result in a significant loss of accuracy FA3354.over lines crossing such state borders. FA3354 FA3354 FA3354.The horizontal coordinates were established by classical geodetic methods FA3354.and adjusted by the National Geodetic Survey in July 1986. FA3354 FA3354.The NAVD 88 height was computed by applying the VERTCON shift value to FA3354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3354 FA3354.The Laplace correction was computed from DEFLEC99 derived deflections. FA3354 FA3354.The geoid height was determined by GEOID03. FA3354 FA3354; North East Units Scale Factor Converg. FA3354;SPC NC - 191,381.108 338,871.113 MT 0.99987789 -1 43 17.0 FA3354;SPC NC - 627,889.52 1,111,779.64 sFT 0.99987789 -1 43 17.0 FA3354;UTM 17 - 3,922,124.260 410,827.156 MT 0.99969799 -0 34 10.9 FA3354 FA3354! - Elev Factor x Scale Factor = Combined Factor FA3354!SPC NC - 0.99995547 x 0.99987789 = 0.99983336 FA3354!UTM 17 - 0.99995547 x 0.99969799 = 0.99965347 FA3354 FA3354: Primary Azimuth Mark Grid Az FA3354:SPC NC - GILKEY 007 58 20.5 FA3354:UTM 17 - GILKEY 006 49 14.4 FA3354 FA3354|---------------------------------------------------------------------| FA3354| PID Reference Object Distance Geod. Az | FA3354| dddmmss.s | FA3354| FA3356 GILKEY APPROX. 0.6 KM 0061503.5 | FA3354| FA3355 PICNIC APPROX. 0.6 KM 1774008.6 | FA3354|---------------------------------------------------------------------| FA3354 FA3354 SUPERSEDED SURVEY CONTROL FA3354 FA3354 NAD 27 - 35 26 18.41123(N) 081 58 57.53806(W) AD( ) 2 FA3354 NGVD 29 (07/19/86) 315.8 (m) 1036. (f) VERT ANG FA3354 FA3354.Superseded values are not recommended for survey control. FA3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3354.See file dsdata.txt to determine how the superseded data were derived. FA3354 FA3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1082722124(NAD 83) FA3354_MARKER: DE = TRAVERSE STATION DISK FA3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3354_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3354_STAMPING: HAMILTON 1972 FA3354_MARK LOGO: NCGS FA3354_MAGNETIC: N = NO MAGNETIC MATERIAL FA3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3354+STABILITY: SURFACE MOTION FA3354 FA3354 HISTORY - Date Condition Report By FA3354 HISTORY - 1972 MONUMENTED NCGS FA3354 HISTORY - 19830101 GOOD NCGS FA3354 FA3354 STATION DESCRIPTION FA3354 FA3354'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3354'HAMILTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3354'THE VICINITY OF GILKEY, NORTH CAROLINA. FA3354' FA3354'HAMILTON IS LOCATED APPROXIMATELY 0.6 MILES SOUTH OF GILKEY, AND 5.0 FA3354'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64-US 74 FA3354'(BYPASS) BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3354'ALONG US 221 FOR 4.25 MILES TO STATION ON THE LEFT. 0.25 MILES FA3354'SOUTH OF INTERSECTION WITH SR 1527 (EAST) SR 1351 (WEST), AND ON FA3354'6 FOOT BANK IN NW QUADRANT OF INTERSECTON WITH DRIVEWAY TO FA3354'HAMILTON RESIDENCE. FA3354' FA3354'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA3354'HAMILTON 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA3354'WHICH IS 3 INCHES ABOVE THE GROUND. FA3354' FA3354'MARK IS FA3354'36.9 FEET W OF C/L OF US 221. FA3354'21.4 FEET N OF C/L OF DRIVEWAY. FA3354'11.1 FEET ESE OF PP NO. F 110 W/ALUMINUM REF. TAG AND TRANSFORMER. FA3354'66.6 FEET S OF SOUTH WHITE PINE IN FRONT YARD. FA3354'18.6 FEET NNW OF NORTH END OF CULVERT UNDER DRIVEWAY. FA3354 FA3354 STATION RECOVERY (1983) FA3354 FA3354'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3354'RECOVERED AS DESCRIBED. WHITE PINE IN FRONT YARD HAS BEEN CUT DOWN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3325 *********************************************************************** FA3325 DESIGNATION - HARRIS FA3325 PID - FA3325 FA3325 STATE/COUNTY- NC/RUTHERFORD FA3325 USGS QUAD - FOREST CITY (1993) FA3325 FA3325 *CURRENT SURVEY CONTROL FA3325 ___________________________________________________________________ FA3325* NAD 83(1986)- 35 16 00.65818(N) 081 45 21.30891(W) ADJUSTED FA3325* NAVD 88 - 288.9 (meters) 948. (feet) VERTCON FA3325 ___________________________________________________________________ FA3325 LAPLACE CORR- 0.69 (seconds) DEFLEC99 FA3325 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3325 FA3325 HORZ ORDER - SECOND FA3325 FA3325.The North Carolina HARNS have been completed but, FA3325.due to contractual restrictions, coordinates for these stations FA3325.will NOT be published in the near future. In the interim, the FA3325.published coordinates in North Carolina will not be FA3325.consistent with the Continuously Operating Reference Stations FA3325.(CORS). The HARN coordinates for these stations are available FA3325.upon request. Contact Gary Thompson(919-733-3836). FA3325. FA3325.In addition, the published North Carolina positions FA3325.(NAD 83 (1986)) are NOT consistent with those determined in FA3325.adjacent state readjustments. The discontinuity between stations FA3325.located in North Carolina and those in adjacent states FA3325.which have been adjusted to the HARN may be as much as 5 FA3325.decimeters. This will result in a significant loss of accuracy FA3325.over lines crossing such state borders. FA3325 FA3325 FA3325.The horizontal coordinates were established by classical geodetic methods FA3325.and adjusted by the National Geodetic Survey in July 1986. FA3325 FA3325.The NAVD 88 height was computed by applying the VERTCON shift value to FA3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3325 FA3325.The Laplace correction was computed from DEFLEC99 derived deflections. FA3325 FA3325.The geoid height was determined by GEOID03. FA3325 FA3325; North East Units Scale Factor Converg. FA3325;SPC NC - 171,744.198 358,902.039 MT 0.99987263 -1 35 26.3 FA3325;SPC NC - 563,464.09 1,177,497.77 sFT 0.99987263 -1 35 26.3 FA3325;UTM 17 - 3,902,898.194 431,245.144 MT 0.99965826 -0 26 11.3 FA3325 FA3325! - Elev Factor x Scale Factor = Combined Factor FA3325!SPC NC - 0.99995967 x 0.99987263 = 0.99983231 FA3325!UTM 17 - 0.99995967 x 0.99965826 = 0.99961795 FA3325 FA3325: Primary Azimuth Mark Grid Az FA3325:SPC NC - CLIFF 033 38 51.6 FA3325:UTM 17 - CLIFF 032 29 36.6 FA3325 FA3325|---------------------------------------------------------------------| FA3325| PID Reference Object Distance Geod. Az | FA3325| dddmmss.s | FA3325| FA3264 CLIFF APPROX. 3.8 KM 0320325.3 | FA3325|---------------------------------------------------------------------| FA3325 FA3325 SUPERSEDED SURVEY CONTROL FA3325 FA3325 NAD 27 - 35 16 00.21494(N) 081 45 21.94895(W) AD( ) 2 FA3325 NGVD 29 (07/19/86) 289.1 (m) 948. (f) VERT ANG FA3325 FA3325.Superseded values are not recommended for survey control. FA3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3325.See file dsdata.txt to determine how the superseded data were derived. FA3325 FA3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3124502898(NAD 83) FA3325_MARKER: DE = TRAVERSE STATION DISK FA3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3325_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3325_STAMPING: HARRIS 1972 FA3325_MARK LOGO: NCGS FA3325_MAGNETIC: N = NO MAGNETIC MATERIAL FA3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3325+STABILITY: SURFACE MOTION FA3325 FA3325 HISTORY - Date Condition Report By FA3325 HISTORY - 1972 MONUMENTED NCGS FA3325 HISTORY - 19850101 GOOD NCGS FA3325 FA3325 STATION DESCRIPTION FA3325 FA3325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3325'HARRIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3325'VICINITY OF CLIFFSIDE, NORTH CAROLINA. FA3325' FA3325'HARRIS IS LOCATED APPROXIMATELY 2.0 MILES NNE OF CLIFFSIDE, AND 2.5 FA3325'MILES ESE OF CAROLEEN. TO REACH STATION FROM NC 120 BRIDGE OVER US FA3325'74 BYPASS, SOUTHEAST OF ELLENBORO, PROCEED SSW ALONG NC 120 TO TOP FA3325'OF HILL AND STATION ON THE RIGHT, 0.2 MILE NORTH OF INTERSECTION FA3325'WITH SR 1990, BY SOUTHEAST CORNER OF WHITE FRAME HOME (HARRIS FA3325'RESIDENCE). FA3325' FA3325'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HARRIS FA3325'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FA3325'INCH ABOVE THE SURFACE OF THE GROUND. FA3325' FA3325'MARK IS FA3325'73.7 FEET WNW OF C/L OF NC 120. FA3325'5.0 FEET SE OF SE CORNER OF HOUSE. FA3325'40.7 FEET WNW OF PP. FA3325 FA3325 STATION RECOVERY (1985) FA3325 FA3325'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA3325'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3331 *********************************************************************** FA3331 DESIGNATION - HEN FA3331 PID - FA3331 FA3331 STATE/COUNTY- NC/RUTHERFORD FA3331 USGS QUAD - FOREST CITY (1993) FA3331 FA3331 *CURRENT SURVEY CONTROL FA3331 ___________________________________________________________________ FA3331* NAD 83(1986)- 35 18 02.34084(N) 081 45 14.01237(W) ADJUSTED FA3331* NAVD 88 - 300.2 (meters) 985. (feet) VERTCON FA3331 ___________________________________________________________________ FA3331 LAPLACE CORR- 0.56 (seconds) DEFLEC99 FA3331 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3331 FA3331 HORZ ORDER - SECOND FA3331 FA3331.The North Carolina HARNS have been completed but, FA3331.due to contractual restrictions, coordinates for these stations FA3331.will NOT be published in the near future. In the interim, the FA3331.published coordinates in North Carolina will not be FA3331.consistent with the Continuously Operating Reference Stations FA3331.(CORS). The HARN coordinates for these stations are available FA3331.upon request. Contact Gary Thompson(919-733-3836). FA3331. FA3331.In addition, the published North Carolina positions FA3331.(NAD 83 (1986)) are NOT consistent with those determined in FA3331.adjacent state readjustments. The discontinuity between stations FA3331.located in North Carolina and those in adjacent states FA3331.which have been adjusted to the HARN may be as much as 5 FA3331.decimeters. This will result in a significant loss of accuracy FA3331.over lines crossing such state borders. FA3331 FA3331 FA3331.The horizontal coordinates were established by classical geodetic methods FA3331.and adjusted by the National Geodetic Survey in July 1986. FA3331 FA3331.The NAVD 88 height was computed by applying the VERTCON shift value to FA3331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3331 FA3331.The Laplace correction was computed from DEFLEC99 derived deflections. FA3331 FA3331.The geoid height was determined by GEOID03. FA3331 FA3331; North East Units Scale Factor Converg. FA3331;SPC NC - 175,487.211 359,190.371 MT 0.99987295 -1 35 22.1 FA3331;SPC NC - 575,744.29 1,178,443.74 sFT 0.99987295 -1 35 22.1 FA3331;UTM 17 - 3,906,645.450 431,457.990 MT 0.99965790 -0 26 08.4 FA3331 FA3331! - Elev Factor x Scale Factor = Combined Factor FA3331!SPC NC - 0.99995790 x 0.99987295 = 0.99983085 FA3331!UTM 17 - 0.99995790 x 0.99965790 = 0.99961581 FA3331 FA3331: Primary Azimuth Mark Grid Az FA3331:SPC NC - CLIFF 107 31 50.9 FA3331:UTM 17 - CLIFF 106 22 37.2 FA3331 FA3331|---------------------------------------------------------------------| FA3331| PID Reference Object Distance Geod. Az | FA3331| dddmmss.s | FA3331| FA3264 CLIFF APPROX. 1.9 KM 1055628.8 | FA3331|---------------------------------------------------------------------| FA3331 FA3331 SUPERSEDED SURVEY CONTROL FA3331 FA3331 NAD 27 - 35 18 01.89979(N) 081 45 14.65663(W) AD( ) 2 FA3331 NGVD 29 (07/19/86) 300.4 (m) 986. (f) VERT ANG FA3331 FA3331.Superseded values are not recommended for survey control. FA3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3331.See file dsdata.txt to determine how the superseded data were derived. FA3331 FA3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3145806645(NAD 83) FA3331_MARKER: DE = TRAVERSE STATION DISK FA3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3331_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3331_STAMPING: HEN 1983 FA3331_MARK LOGO: NCGS FA3331_MAGNETIC: N = NO MAGNETIC MATERIAL FA3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3331+STABILITY: SURFACE MOTION FA3331 FA3331 HISTORY - Date Condition Report By FA3331 HISTORY - 1972 MONUMENTED NCGS FA3331 HISTORY - 19830101 GOOD NCGS FA3331 FA3331 STATION DESCRIPTION FA3331 FA3331'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3331'HEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3331'VICINITY OF ELLENBORO, NORTH CAROLINA. FA3331' FA3331'HEN IS LOCATED APPROXIMATELY 1.7 MILES SOUTH OF ELLENBORO, AND 3.0 FA3331'MILES NE OF CAROLEEN. TO REACH STATION FROM INTERSECTION US 74 FA3331'BY-PASS WITH NC 120, SE OF ELLENBORO, PROCEED WEST FOR 1.2 MILES TO FA3331'STATION ON THE RIGHT AT THE NE CORNER OF SR 1921 BRIDGE. FA3331' FA3331'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HEN FA3331'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FA3331'INCH BELOW THE SURFACE OF THE GROUND. FA3331' FA3331'MARK IS FA3331'15.2 FEET E OF A C/L OF SR 1921. FA3331'4.9 FEET NNE OF A NE BRIDGE ABUTMENT. FA3331'28.5 FEET ESE OF NW BRIDGE ABUTMENT. FA3331'2.6 FEET NNE OF A SOUTHERN MOST (METAL) GUARD RAIL POST. FA3331'3.5 FEET S OF A SECOND GUARD RAIL POST FOR NE CORNER OF BRIDGE. FA3331 FA3331 STATION RECOVERY (1983) FA3331 FA3331'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3331'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2783 *********************************************************************** FB2783 DESIGNATION - HILLTOP FB2783 PID - FB2783 FB2783 STATE/COUNTY- NC/RUTHERFORD FB2783 USGS QUAD - LAKE LURE (1987) FB2783 FB2783 *CURRENT SURVEY CONTROL FB2783 ___________________________________________________________________ FB2783* NAD 83(1986)- 35 28 57.72677(N) 082 07 40.36247(W) ADJUSTED FB2783* NAVD 88 - 399.4 (meters) 1310. (feet) VERTCON FB2783 ___________________________________________________________________ FB2783 LAPLACE CORR- -6.69 (seconds) DEFLEC99 FB2783 GEOID HEIGHT- -31.47 (meters) GEOID03 FB2783 FB2783 HORZ ORDER - SECOND FB2783 FB2783.The North Carolina HARNS have been completed but, FB2783.due to contractual restrictions, coordinates for these stations FB2783.will NOT be published in the near future. In the interim, the FB2783.published coordinates in North Carolina will not be FB2783.consistent with the Continuously Operating Reference Stations FB2783.(CORS). The HARN coordinates for these stations are available FB2783.upon request. Contact Gary Thompson(919-733-3836). FB2783. FB2783.In addition, the published North Carolina positions FB2783.(NAD 83 (1986)) are NOT consistent with those determined in FB2783.adjacent state readjustments. The discontinuity between stations FB2783.located in North Carolina and those in adjacent states FB2783.which have been adjusted to the HARN may be as much as 5 FB2783.decimeters. This will result in a significant loss of accuracy FB2783.over lines crossing such state borders. FB2783 FB2783 FB2783.The horizontal coordinates were established by classical geodetic methods FB2783.and adjusted by the National Geodetic Survey in July 1986. FB2783 FB2783.The NAVD 88 height was computed by applying the VERTCON shift value to FB2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2783 FB2783.The Laplace correction was computed from DEFLEC99 derived deflections. FB2783 FB2783.The geoid height was determined by GEOID03. FB2783 FB2783; North East Units Scale Factor Converg. FB2783;SPC NC - 196,680.331 325,830.709 MT 0.99988069 -1 48 19.1 FB2783;SPC NC - 645,275.39 1,068,996.25 sFT 0.99988069 -1 48 19.1 FB2783;UTM 17 - 3,927,159.595 397,685.106 MT 0.99972900 -0 39 17.1 FB2783 FB2783! - Elev Factor x Scale Factor = Combined Factor FB2783!SPC NC - 0.99994226 x 0.99988069 = 0.99982296 FB2783!UTM 17 - 0.99994226 x 0.99972900 = 0.99967128 FB2783 FB2783: Primary Azimuth Mark Grid Az FB2783:SPC NC - WHITESIDES 172 39 55.8 FB2783:UTM 17 - WHITESIDES 171 30 53.8 FB2783 FB2783|---------------------------------------------------------------------| FB2783| PID Reference Object Distance Geod. Az | FB2783| dddmmss.s | FB2783| FB2776 WHITESIDES APPROX. 0.5 KM 1705136.7 | FB2783|---------------------------------------------------------------------| FB2783 FB2783 SUPERSEDED SURVEY CONTROL FB2783 FB2783 NAD 27 - 35 28 57.28310(N) 082 07 40.97290(W) AD( ) 2 FB2783 NGVD 29 (07/19/86) 399.5 (m) 1311. (f) VERT ANG FB2783 FB2783.Superseded values are not recommended for survey control. FB2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2783.See file dsdata.txt to determine how the superseded data were derived. FB2783 FB2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9768527160(NAD 83) FB2783_MARKER: DE = TRAVERSE STATION DISK FB2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2783_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2783_STAMPING: HILLTOP 1973 FB2783_MARK LOGO: NCGS FB2783_MAGNETIC: N = NO MAGNETIC MATERIAL FB2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2783+STABILITY: SURFACE MOTION FB2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB2783+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004 FB2783 FB2783 HISTORY - Date Condition Report By FB2783 HISTORY - 1973 MONUMENTED NCGS FB2783 HISTORY - 1982 GOOD NCGS FB2783 HISTORY - 19961115 GOOD USPSQD FB2783 HISTORY - 20040318 GOOD USPSQD FB2783 FB2783 STATION DESCRIPTION FB2783 FB2783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2783'HILLTOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2783'THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2783' FB2783'HILLTOP IS LOCATED APPROXIMATELY 7.0 MILES (AIR MILES) NE OF LAKE FB2783'LURE POST OFFICE, AND 12.4 MILES NW OF RUTHERFORDTON. TO REACH FB2783'STATION FROM THE INTERSECTION OF US 64 AND US 74 WITH SR 1008 FB2783'(BILLS CREEK ROAD) ON THE EAST SIDE OF LAKE LURE, PROCEED NORTHERLY FB2783'ALONG SR 1008 FOR 05.35 MILES TO STATION ON LEFT AT WHITESIDE FB2783'RESIDENCE, 0.55 MILES WEST OF INTERSECTION WITH SR 1371 (LOOP FB2783'ROAD RUNNING NORTH). FB2783' FB2783'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HILLTOP FB2783'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FB2783'FLUSH WITH THE SURFACE OF THE SURFACE OF THE GROUND. FB2783' FB2783'MARK IS FB2783'12.7 FEET SE OF C/L OF DIRT DRIVEWAY. FB2783'11.5 FEET WSW OF W MOST CLOTHES LINE POST W/ALUMINUM REF. TAG. FB2783'96.8 FEET SW OF SW CORNER OF BRICK FOUNDATION FOR FRONT PORCH OF FB2783'HOUSE. FB2783'81.3 FEET SW OF PP W/TRANSFORMER AND W/ALUMINUM REF. TAG. FB2783'121.8 FEET SSW OF PP WITH DUSK TILL DAWN LIGHT W/ALUMINUM REF. FB2783'TAG. 56.7 FEET SE OF PP W/ALUMINUM REF. TAG. FB2783'125.0 FEET E OF SE CORNER OF MOBILE HOME. FB2783 FB2783 STATION RECOVERY (1982) FB2783 FB2783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL) FB2783'THE STATION WAS RECOVERD IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT FB2783'THE CLOTHES LINE HAS BEEN MOVED. FB2783 FB2783 STATION RECOVERY (1996) FB2783 FB2783'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2783'RECOVERED IN GOOD CONDITION. FB2783 FB2783 STATION RECOVERY (2004) FB2783 FB2783'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB) FB2783'LOOP RD RUNNING N IS SUMMERDALE LANE, CLOTHES LINE POST GONE, 31 FT E FB2783'OF WELL COVER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2911 *********************************************************************** FB2911 DESIGNATION - HILTONS FB2911 PID - FB2911 FB2911 STATE/COUNTY- NC/RUTHERFORD FB2911 USGS QUAD - BAT CAVE (1987) FB2911 FB2911 *CURRENT SURVEY CONTROL FB2911 ___________________________________________________________________ FB2911* NAD 83(1986)- 35 26 43.99711(N) 082 16 16.40579(W) ADJUSTED FB2911* NAVD 88 - 405.74 (+/-2cm) 1331.2 (feet) VERTCON FB2911 ___________________________________________________________________ FB2911 LAPLACE CORR- -6.70 (seconds) DEFLEC99 FB2911 GEOID HEIGHT- -30.90 (meters) GEOID03 FB2911 FB2911 HORZ ORDER - SECOND FB2911 VERT ORDER - THIRD ? (See Below) FB2911 FB2911.The North Carolina HARNS have been completed but, FB2911.due to contractual restrictions, coordinates for these stations FB2911.will NOT be published in the near future. In the interim, the FB2911.published coordinates in North Carolina will not be FB2911.consistent with the Continuously Operating Reference Stations FB2911.(CORS). The HARN coordinates for these stations are available FB2911.upon request. Contact Gary Thompson(919-733-3836). FB2911. FB2911.In addition, the published North Carolina positions FB2911.(NAD 83 (1986)) are NOT consistent with those determined in FB2911.adjacent state readjustments. The discontinuity between stations FB2911.located in North Carolina and those in adjacent states FB2911.which have been adjusted to the HARN may be as much as 5 FB2911.decimeters. This will result in a significant loss of accuracy FB2911.over lines crossing such state borders. FB2911 FB2911 FB2911.The horizontal coordinates were established by classical geodetic methods FB2911.and adjusted by the National Geodetic Survey in July 1986. FB2911 FB2911.The NAVD 88 height was computed by applying the VERTCON shift value to FB2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2911.The vertical order pertains to the NGVD 29 superseded value. FB2911 FB2911.The Laplace correction was computed from DEFLEC99 derived deflections. FB2911 FB2911.The geoid height was determined by GEOID03. FB2911 FB2911; North East Units Scale Factor Converg. FB2911;SPC NC - 192,980.773 312,694.820 MT 0.99987829 -1 53 17.0 FB2911;SPC NC - 633,137.75 1,025,899.59 sFT 0.99987829 -1 53 17.0 FB2911;UTM 17 - 3,923,197.526 384,627.899 MT 0.99976403 -0 44 14.3 FB2911 FB2911! - Elev Factor x Scale Factor = Combined Factor FB2911!SPC NC - 0.99994117 x 0.99987829 = 0.99981947 FB2911!UTM 17 - 0.99994117 x 0.99976403 = 0.99970521 FB2911 FB2911 SUPERSEDED SURVEY CONTROL FB2911 FB2911 NAD 27 - 35 26 43.56657(N) 082 16 17.00096(W) AD( ) 2 FB2911 NGVD 29 (07/19/86) 405.84 (m) 1331.5 (f) LEVELING 3 FB2911 FB2911.Superseded values are not recommended for survey control. FB2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2911.See file dsdata.txt to determine how the superseded data were derived. FB2911 FB2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8462823198(NAD 83) FB2911_MARKER: DE = TRAVERSE STATION DISK FB2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2911_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2911_STAMPING: HILTONS 1973 FB2911_MARK LOGO: NCGS FB2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2911+STABILITY: SURFACE MOTION FB2911 FB2911 HISTORY - Date Condition Report By FB2911 HISTORY - 1973 MONUMENTED NCGS FB2911 HISTORY - 19961115 MARK NOT FOUND USPSQD FB2911 FB2911 STATION DESCRIPTION FB2911 FB2911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2911'HILTONS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2911'THE VICINITY OF BAT CAVE, NORTH CAROLINA. FB2911' FB2911'HILTONS IS LOCATED APPROXIMATELY 1.2 MILES ESE OF BAT CAVE (HENDERSON FB2911'COUNTY), AND 2.5 MILES (AIR MILES) WNW OF LAKE LURE POST OFFICE. TO FB2911'REACH STATION FROM THE ENTRANCE TO CHIMNEY ROCK PARK, PROCEED FB2911'WESTERLY ALONG US 64 - US 74 FOR 01.45 MILES TO STATION ON LEFT IN SW FB2911'SHOULDER, ACROSS HIGHWAY FROM TP NO. 65, 0.45 MILES EAST OF FB2911'RUTHERFORD-HENDERSON COUNTY LINE. FB2911' FB2911'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HILTONS FB2911'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS SET FB2911'6 INCHES BELOW THE SURFACE OF THE GROUND. FB2911' FB2911'MARK IS FB2911'30.5 FEET SW OF C/L OF US 64 - US 74. FB2911'98.4 FEET SSE OF C/L INTERSECTION OF DIRT DRIVEWAY TO THE HILTONS FB2911'WITH NE EDGE US 64. FB2911'58.9 FEET SW OF TP NO. 65 W/ALUMINUM REF. TAG. FB2911'143.4 FEET NW OF BRACE POLE W/ALUMINUM REF. TAG. FB2911'152.6 FEET NW OF TP NO. 66 ACROSS HIGHWAY FROM BRACE POLE FB2911'W/ALUMINUM REF. TAG. FB2911'131.4 FEET SSE OF TP ON W SIDE OF HILTONS DRIVEWAY FB2911'W/ALUMINUM REF. TAG. FB2911 FB2911 STATION RECOVERY (1996) FB2911 FB2911'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2911'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3323 *********************************************************************** FA3323 DESIGNATION - HOLLAND FA3323 PID - FA3323 FA3323 STATE/COUNTY- NC/RUTHERFORD FA3323 USGS QUAD - FOREST CITY (1993) FA3323 FA3323 *CURRENT SURVEY CONTROL FA3323 ___________________________________________________________________ FA3323* NAD 83(1986)- 35 19 55.04111(N) 081 45 40.27608(W) ADJUSTED FA3323* NAVD 88 - 320.268 (meters) 1050.75 (feet) ADJUSTED FA3323 ___________________________________________________________________ FA3323 LAPLACE CORR- 0.48 (seconds) DEFLEC99 FA3323 GEOID HEIGHT- -31.94 (meters) GEOID03 FA3323 DYNAMIC HT - 319.950 (meters) 1049.70 (feet) COMP FA3323 MODELED GRAV- 979,633.8 (mgal) NAVD 88 FA3323 FA3323 HORZ ORDER - SECOND FA3323 VERT ORDER - SECOND CLASS II FA3323 FA3323.The North Carolina HARNS have been completed but, FA3323.due to contractual restrictions, coordinates for these stations FA3323.will NOT be published in the near future. In the interim, the FA3323.published coordinates in North Carolina will not be FA3323.consistent with the Continuously Operating Reference Stations FA3323.(CORS). The HARN coordinates for these stations are available FA3323.upon request. Contact Gary Thompson(919-733-3836). FA3323. FA3323.In addition, the published North Carolina positions FA3323.(NAD 83 (1986)) are NOT consistent with those determined in FA3323.adjacent state readjustments. The discontinuity between stations FA3323.located in North Carolina and those in adjacent states FA3323.which have been adjusted to the HARN may be as much as 5 FA3323.decimeters. This will result in a significant loss of accuracy FA3323.over lines crossing such state borders. FA3323 FA3323 FA3323.The horizontal coordinates were established by classical geodetic methods FA3323.and adjusted by the National Geodetic Survey in July 1986. FA3323 FA3323.The orthometric height was determined by differential leveling FA3323.and adjusted by the National Geodetic Survey in January 2005. FA3323.No vertical observational check was made to the station. FA3323 FA3323.The Laplace correction was computed from DEFLEC99 derived deflections. FA3323 FA3323.The geoid height was determined by GEOID03. FA3323 FA3323.The dynamic height is computed by dividing the NAVD 88 FA3323.geopotential number by the normal gravity value computed on the FA3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3323.degrees latitude (g = 980.6199 gals.). FA3323 FA3323.The modeled gravity was interpolated from observed gravity values. FA3323 FA3323; North East Units Scale Factor Converg. FA3323;SPC NC - 178,977.101 358,623.749 MT 0.99987357 -1 35 37.2 FA3323;SPC NC - 587,194.04 1,176,584.75 sFT 0.99987357 -1 35 37.2 FA3323;UTM 17 - 3,910,122.477 430,821.357 MT 0.99965898 -0 26 24.8 FA3323 FA3323! - Elev Factor x Scale Factor = Combined Factor FA3323!SPC NC - 0.99995475 x 0.99987357 = 0.99982832 FA3323!UTM 17 - 0.99995475 x 0.99965898 = 0.99961374 FA3323 FA3323: Primary Azimuth Mark Grid Az FA3323:SPC NC - ELL 309 32 53.2 FA3323:UTM 17 - ELL 308 23 40.8 FA3323 FA3323|---------------------------------------------------------------------| FA3323| PID Reference Object Distance Geod. Az | FA3323| dddmmss.s | FA3323| FA3324 ELLENBORO 326.344 METERS 14950 | FA3323| FA3322 ELL 425.844 METERS 3075716.0 | FA3323|---------------------------------------------------------------------| FA3323 FA3323 SUPERSEDED SURVEY CONTROL FA3323 FA3323 NAD 27 - 35 19 54.60127(N) 081 45 40.92503(W) AD( ) 2 FA3323 NGVD 29 (07/19/86) 320.5 (m) 1052. (f) VERT ANG FA3323 FA3323.Superseded values are not recommended for survey control. FA3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3323.See file dsdata.txt to determine how the superseded data were derived. FA3323 FA3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3082110122(NAD 83) FA3323_MARKER: DE = TRAVERSE STATION DISK FA3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3323_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3323_STAMPING: HOLLAND 1973 FA3323_MARK LOGO: NCGS FA3323_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3323+STABILITY: SURFACE MOTION FA3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3323+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996 FA3323 FA3323 HISTORY - Date Condition Report By FA3323 HISTORY - 1973 MONUMENTED NCGS FA3323 HISTORY - 19900524 GOOD NCGS FA3323 HISTORY - 19961015 GOOD NCGS FA3323 FA3323 STATION DESCRIPTION FA3323 FA3323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3323'HOLLAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3323'THE VICINITY OF ELLENBORO, NORTH CAROLINA. FA3323' FA3323'HOLLAND IS LOCATED APPROXIMATELY IN THE NW SECTION OF ELLENBORO, FA3323'PROCEED NW ALONG US 74 BUSINESS FOR 0.4 MILES TO STATION ON RIGHT FA3323'BETWEEN 2 SIGNS AT SOUTHERNMOST PROPERTY CORNER OF PAUL HOLLAND FA3323'SERVICE STATION. APPROXIMATELY 500 FEET WEST OF ELLENBORO SCHOOL. FA3323' FA3323'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HOLLAND FA3323'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3323'FLUSH WITH THE SURFACE OF THE GROUND. FA3323' FA3323'MARK IS FA3323'41.2 FEET NE OF C/L US 74 BUSINESS. FA3323'2.8 FEET NE OF GULF SIGN POST. FA3323'72.2 FEET NNW OF GUY WIRE POLE W/ALUMINUM REF. TAG. FA3323'60.8 FEET SSE OF SW CORNER OF GULF STATION. FA3323 FA3323 STATION RECOVERY (1990) FA3323 FA3323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) FA3323'STATION IS LOCATED 500-FEET WEST OF ELLENBORO SCHOOL.$ALONG US 74 BUS FA3323'(MAIN STREET FOR 0.3 MI (0.5 KM) NORTHWEST OF THE POST OFFICE, OR 0.05 FA3323'MI (0.08 KM) SOUTHEAST OF SR 1749 (HOLLIS ROAD), AT THE SOUTHERN-MOST FA3323'PROPERTY CORNER OF HOLLAND SERVICE STATION.$MARK IS LEVEL WITH STREET FA3323'AND FLUSH WITH GROUND. LOCATED 41.2 FT (12.6 M) NORTHEAST OF THE FA3323'CENTERLINE OF STREET, 3.0 FT (0.9 M) NORTHEAST OF A METAL SIGN POST, FA3323'60.8 FT (18.5 M) SOUTH-SOUTHEAST OF THE SOUTHERN-MOST CORNER OF FA3323'SERVICE STATION--AND 24.9 FT (7.6 M) SOUTHWEST OF A LAMP POLE, 72.2 FT FA3323'(22.0 M) NORTH-NORTHWEST OF A GUY WIRE POLE--BOTH WITH REFERENCE TAGS. FA3323 FA3323 STATION RECOVERY (1996) FA3323 FA3323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3323'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE EXCEPT FOR THE FA3323'FOLLOWING CORRECTION. LOCATED 5.8 FT (1.8 M) EAST OF SIGN POST (BP). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8255 *********************************************************************** AF8255 DESIGNATION - HOLLOW AF8255 PID - AF8255 AF8255 STATE/COUNTY- NC/RUTHERFORD AF8255 USGS QUAD - DYSARTSVILLE (1993) AF8255 AF8255 *CURRENT SURVEY CONTROL AF8255 ___________________________________________________________________ AF8255* NAD 83(1986)- 35 31 27.59479(N) 081 51 19.27753(W) ADJUSTED AF8255* NAVD 88 - 295.3 (meters) 969. (feet) VERT ANG AF8255 ___________________________________________________________________ AF8255 LAPLACE CORR- -0.08 (seconds) DEFLEC99 AF8255 GEOID HEIGHT- -31.88 (meters) GEOID03 AF8255 AF8255 HORZ ORDER - SECOND AF8255 AF8255.The North Carolina HARNS have been completed but, AF8255.due to contractual restrictions, coordinates for these stations AF8255.will NOT be published in the near future. In the interim, the AF8255.published coordinates in North Carolina will not be AF8255.consistent with the Continuously Operating Reference Stations AF8255.(CORS). The HARN coordinates for these stations are available AF8255.upon request. Contact Gary Thompson(919-733-3836). AF8255. AF8255.In addition, the published North Carolina positions AF8255.(NAD 83 (1986)) are NOT consistent with those determined in AF8255.adjacent state readjustments. The discontinuity between stations AF8255.located in North Carolina and those in adjacent states AF8255.which have been adjusted to the HARN may be as much as 5 AF8255.decimeters. This will result in a significant loss of accuracy AF8255.over lines crossing such state borders. AF8255 AF8255 AF8255.The horizontal coordinates were established by classical geodetic methods AF8255.and adjusted by the National Geodetic Survey in June 1998. AF8255 AF8255.The orthometric height was determined by vertical angle observations. AF8255 AF8255.The Laplace correction was computed from DEFLEC99 derived deflections. AF8255 AF8255.The geoid height was determined by GEOID03. AF8255 AF8255; North East Units Scale Factor Converg. AF8255;SPC NC - 200,551.618 350,680.542 MT 0.99988387 -1 38 52.9 AF8255;SPC NC - 657,976.43 1,150,524.41 sFT 0.99988387 -1 38 52.9 AF8255;UTM 17 - 3,931,528.371 422,447.673 MT 0.99967411 -0 29 49.3 AF8255 AF8255! - Elev Factor x Scale Factor = Combined Factor AF8255!SPC NC - 0.99995865 x 0.99988387 = 0.99984252 AF8255!UTM 17 - 0.99995865 x 0.99967411 = 0.99963277 AF8255 AF8255 SUPERSEDED SURVEY CONTROL AF8255 AF8255.No superseded survey control is available for this station. AF8255 AF8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2244831528(NAD 83) AF8255_MARKER: DE = TRAVERSE STATION DISK AF8255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8255_STAMPING: HOLLOW 1983 AF8255_MARK LOGO: NCGS AF8255_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8255+STABILITY: SURFACE MOTION AF8255 AF8255 HISTORY - Date Condition Report By AF8255 HISTORY - 1983 MONUMENTED NCGS AF8255 AF8255 STATION DESCRIPTION AF8255 AF8255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8255'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH OF LANES STORE AND AF8255'19.6 KM (12.15 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 13.9 AF8255'KM (8.65 MI) NORTH-NORTHEAST OF SR 1510 IN MT. VERNON, OR 0.2 KM AF8255'(0.10 MI) NORTH OF SR 1700 (AT CANE CREEK CHURCH), IN WEST SHOULDER. AF8255'MARK IS RECESSED 6 INCHES BELOW GROUND AND LEVEL WITH US 64. LOCATED AF8255'5.61 M (18.41 FT) WEST OF THE CENTERLINE OF US 64--AND 16.95 M (55.61 AF8255'FT) WEST OF FENCE BRACE POST ACROSS ROAD, 24.50 M (80.38 FT) AF8255'NORTHWEST OF 24-INCH POPLAR ACROSS ROAD--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8185 *********************************************************************** AF8185 DESIGNATION - HUNTLEY AF8185 PID - AF8185 AF8185 STATE/COUNTY- NC/RUTHERFORD AF8185 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8185 AF8185 *CURRENT SURVEY CONTROL AF8185 ___________________________________________________________________ AF8185* NAD 83(1986)- 35 19 22.62403(N) 081 56 03.49768(W) ADJUSTED AF8185* NAVD 88 - 327.7 (meters) 1075. (feet) VERT ANG AF8185 ___________________________________________________________________ AF8185 LAPLACE CORR- -0.46 (seconds) DEFLEC99 AF8185 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8185 AF8185 HORZ ORDER - SECOND AF8185 AF8185.The North Carolina HARNS have been completed but, AF8185.due to contractual restrictions, coordinates for these stations AF8185.will NOT be published in the near future. In the interim, the AF8185.published coordinates in North Carolina will not be AF8185.consistent with the Continuously Operating Reference Stations AF8185.(CORS). The HARN coordinates for these stations are available AF8185.upon request. Contact Gary Thompson(919-733-3836). AF8185. AF8185.In addition, the published North Carolina positions AF8185.(NAD 83 (1986)) are NOT consistent with those determined in AF8185.adjacent state readjustments. The discontinuity between stations AF8185.located in North Carolina and those in adjacent states AF8185.which have been adjusted to the HARN may be as much as 5 AF8185.decimeters. This will result in a significant loss of accuracy AF8185.over lines crossing such state borders. AF8185 AF8185 AF8185.The horizontal coordinates were established by classical geodetic methods AF8185.and adjusted by the National Geodetic Survey in June 1998. AF8185 AF8185.The orthometric height was determined by vertical angle observations. AF8185 AF8185.The Laplace correction was computed from DEFLEC99 derived deflections. AF8185 AF8185.The geoid height was determined by GEOID03. AF8185 AF8185; North East Units Scale Factor Converg. AF8185;SPC NC - 178,430.014 342,863.238 MT 0.99987336 -1 41 36.9 AF8185;SPC NC - 585,399.14 1,124,877.14 sFT 0.99987336 -1 41 36.9 AF8185;UTM 17 - 3,909,258.426 415,078.202 MT 0.99968887 -0 32 24.8 AF8185 AF8185! - Elev Factor x Scale Factor = Combined Factor AF8185!SPC NC - 0.99995359 x 0.99987336 = 0.99982695 AF8185!UTM 17 - 0.99995359 x 0.99968887 = 0.99964247 AF8185 AF8185 SUPERSEDED SURVEY CONTROL AF8185 AF8185.No superseded survey control is available for this station. AF8185 AF8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1507809258(NAD 83) AF8185_MARKER: DE = TRAVERSE STATION DISK AF8185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8185_STAMPING: HUNTLEY 1985 AF8185_MARK LOGO: NCGS AF8185_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8185+STABILITY: SURFACE MOTION AF8185 AF8185 HISTORY - Date Condition Report By AF8185 HISTORY - 1985 MONUMENTED NCGS AF8185 AF8185 STATION DESCRIPTION AF8185 AF8185'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8185'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTH OF SPINDALE, AND 5.3 AF8185'KM (3.30 MI) SOUTHEAST OF RUTHERFORDTON, AT THE OLD HUNTLEY CHURCH. AF8185'ALONG US 221 FOR 6.2 KM (3.85 MI) SOUTH-SOUTHEAST OF THE US 74-US 221A AF8185'INTERSECTION (IN RUTHERFORDTON), AT SR 1004-SR 2194, ABOUT 232-FEET AF8185'EAST-SOUTHEAST OF THE INTERSECTION. MARK IS FLUSH WITH THE GROUND AND AF8185'LEVEL WITH US 221. LOCATED 20.73 M (68.01 FT) NORTHEAST OF THE AF8185'CENTERLINE OF US 221, 8.99 M (29.49 FT) NORTHEAST OF THE CNTERLINE OF AF8185'SR 2196, 70.74 M (232.09 FT) EAST-SOUTHEAST OF INTERSECTION OF US 221 AF8185'AND SR 1004-SR 2194, 6.86 M (22.51 FT) SOUTH-SOUTHWEST OF SOUTHWEST AF8185'CORNER OF THE OLD HUNTLEY CHURCH--AND 1.92 M (6.30 FT) NORTH-NORTHWEST AF8185'OF 14-INCH PINE, 15.48 M (50.79 FT) NORTHWEST OF POWER SERVICE POLE, AF8185'18.84 M (61.81 FT) SOUTHEAST OF 18-INCH BLACK OAK--ALL THREE WITH AF8185'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.91 (meters) GEOID03 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 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 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). FA1349. FA1349.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1349;SPC NC - 185,278.569 340,959.323 MT 0.99987525 -1 42 25.1 FA1349;SPC NC - 607,868.11 1,118,630.71 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1349!SPC NC - 0.99995401 x 0.99987525 = 0.99982927 FA1349!UTM 17 - 0.99995401 x 0.99969320 = 0.99964723 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 (??/??/92) 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_SP_SET: 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 = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 AF8204 AF8204 HORZ ORDER - SECOND AF8204 AF8204.The North 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 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). AF8204. AF8204.In addition, the published North 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 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 GEOID03. AF8204 AF8204; North East Units Scale Factor Converg. AF8204;SPC NC - 182,223.299 342,075.909 MT 0.99987427 -1 41 57.5 AF8204;SPC NC - 597,844.27 1,122,294.04 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8204!SPC NC - 0.99995728 x 0.99987427 = 0.99983155 AF8204!UTM 17 - 0.99995728 x 0.99969069 = 0.99964798 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8204+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005 AF8204 AF8204 HISTORY - Date Condition Report By AF8204 HISTORY - 1985 MONUMENTED NCGS AF8204 HISTORY - 20010331 GOOD NGS AF8204 HISTORY - 20050912 GOOD USPSQD 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. AF8204 AF8204 STATION RECOVERY (2005) AF8204 AF8204'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8204'RIGHT OF WAY FENCE HAS BEEN REMOVED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1329 *********************************************************************** FA1329 DESIGNATION - JONES FA1329 PID - FA1329 FA1329 STATE/COUNTY- NC/RUTHERFORD FA1329 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1329 FA1329 *CURRENT SURVEY CONTROL FA1329 ___________________________________________________________________ FA1329* NAD 83(1986)- 35 21 43.88637(N) 081 53 36.63754(W) ADJUSTED FA1329* NAVD 88 - 318.816 (meters) 1045.98 (feet) ADJUSTED FA1329 ___________________________________________________________________ FA1329 LAPLACE CORR- -0.67 (seconds) DEFLEC99 FA1329 GEOID HEIGHT- -31.95 (meters) GEOID03 FA1329 DYNAMIC HT - 318.501 (meters) 1044.95 (feet) COMP FA1329 MODELED GRAV- 979,637.9 (mgal) NAVD 88 FA1329 FA1329 HORZ ORDER - SECOND FA1329 VERT ORDER - SECOND CLASS II FA1329 FA1329.The North Carolina HARNS have been completed but, FA1329.due to contractual restrictions, coordinates for these stations FA1329.will NOT be published in the near future. In the interim, the FA1329.published coordinates in North Carolina will not be FA1329.consistent with the Continuously Operating Reference Stations FA1329.(CORS). The HARN coordinates for these stations are available FA1329.upon request. Contact Gary Thompson(919-733-3836). FA1329. FA1329.In addition, the published North Carolina positions FA1329.(NAD 83 (1986)) are NOT consistent with those determined in FA1329.adjacent state readjustments. The discontinuity between stations FA1329.located in North Carolina and those in adjacent states FA1329.which have been adjusted to the HARN may be as much as 5 FA1329.decimeters. This will result in a significant loss of accuracy FA1329.over lines crossing such state borders. FA1329 FA1329 FA1329.The horizontal coordinates were established by classical geodetic methods FA1329.and adjusted by the National Geodetic Survey in July 1986. FA1329 FA1329.The orthometric height was determined by differential leveling FA1329.and adjusted by the National Geodetic Survey in June 1991. FA1329 FA1329.The Laplace correction was computed from DEFLEC99 derived deflections. FA1329 FA1329.The geoid height was determined by GEOID03. FA1329 FA1329.The dynamic height is computed by dividing the NAVD 88 FA1329.geopotential number by the normal gravity value computed on the FA1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1329.degrees latitude (g = 980.6199 gals.). FA1329 FA1329.The modeled gravity was interpolated from observed gravity values. FA1329 FA1329; North East Units Scale Factor Converg. FA1329;SPC NC - 182,672.267 346,697.395 MT 0.99987444 -1 40 12.2 FA1329;SPC NC - 599,317.26 1,137,456.37 sFT 0.99987444 -1 40 12.2 FA1329;UTM 17 - 3,913,576.165 418,825.501 MT 0.99968120 -0 31 01.7 FA1329 FA1329! - Elev Factor x Scale Factor = Combined Factor FA1329!SPC NC - 0.99995497 x 0.99987444 = 0.99982942 FA1329!UTM 17 - 0.99995497 x 0.99968120 = 0.99963619 FA1329 FA1329: Primary Azimuth Mark Grid Az FA1329:SPC NC - SUB 181 59 54.8 FA1329:UTM 17 - SUB 180 50 44.3 FA1329 FA1329|---------------------------------------------------------------------| FA1329| PID Reference Object Distance Geod. Az | FA1329| dddmmss.s | FA1329| FA1331 SUB APPROX. 1.3 KM 1801942.6 | FA1329|---------------------------------------------------------------------| FA1329 FA1329 SUPERSEDED SURVEY CONTROL FA1329 FA1329 NAD 27 - 35 21 43.43110(N) 081 53 37.27526(W) AD( ) 2 FA1329 NGVD 29 (??/??/92) 319.074 (m) 1046.83 (f) ADJ UNCH 2 2 FA1329 FA1329.Superseded values are not recommended for survey control. FA1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1329.See file dsdata.txt to determine how the superseded data were derived. FA1329 FA1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1882613576(NAD 83) FA1329_MARKER: DE = TRAVERSE STATION DISK FA1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1329_STAMPING: JONES 1972 FA1329_MARK LOGO: NCGS FA1329_PROJECTION: PROJECTING 3 CENTIMETERS FA1329_MAGNETIC: N = NO MAGNETIC MATERIAL FA1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1329+STABILITY: SURFACE MOTION FA1329 FA1329 HISTORY - Date Condition Report By FA1329 HISTORY - 1972 MONUMENTED NCGS FA1329 HISTORY - 19731001 GOOD NCGS FA1329 HISTORY - 19830101 POOR NCGS FA1329 HISTORY - 19960522 MARK NOT FOUND USPSQD FA1329 HISTORY - 20041007 MARK NOT FOUND USPSQD FA1329 FA1329 STATION DESCRIPTION FA1329 FA1329'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1329'JONES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1329'VICINITY OF SPINDALE, NORTH CAROLINA. FA1329' FA1329'JONES IS LOCATED APPROXIMATELY 2.2 MILES ENE OF SPINDALE, AND 2.8 FA1329'MILES NW OF FOREST CITY. TO REACH STATION FROM INTERSECTION OF US FA1329'74 BUSINESS (W. MAIN STREET) AND HUDLOW ROAD (SR 1510 N-SR 2185 S) FA1329'IN WEST FOREST CITY, PROCEED WEST ALONG US 74 BUSINESS FOR 1.05 FA1329'MILES, TO SMITH GROVE RD. (SR 1551), THENCE NORTH ALONG SMITH FA1329'GROVE ROAD FOR 0.8 MILES TO J. A. GROSES DRIVEWAY. 0.1 MILE WEST OF FA1329'INTERSECTION WITH LINCOLN DRIVE, THENCE NORTH ALONG DRIVEWAY FA1329'APPROXIMATELY 300 FEET TO CONCRETE BARN AND STATION BY PP ON FA1329'PROPERTY LINE WITH JONES PROPERTY. FA1329' FA1329'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED JONES FA1329'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1329'PROJECTING 1 INCH ABOVE THE GROUND. FA1329' FA1329'MARK IS FA1329'235.5 FEET NNW OF A C/L OF SMITH GROVE RD. (MEASURED ALONG PROPERTY FA1329'LINE). FA1329'1.5 FEET W OF A PP WITH TRANSFORMER AND W/ALUMINUM REF. TAG. FA1329'61.0 FEET ESE OF A SE CORNER OF CONC. BARN. FA1329'72.8 FEET ESE OF A NE CORNEROF CONC. BARN. FA1329'122.5 FEET SSW OF A 10 INCH APPLE TREE. FA1329'15.3 FEET SSE OF THE NW GUY WIRE BASE. FA1329 FA1329 STATION RECOVERY (1973) FA1329 FA1329'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1329'2.2 MILES EAST OF SPINDALE. FA1329'STATION IS LOCATED APPROXIMATELY 3.6 MILES EAST OF COURTHOUSE IN FA1329'RUTHERFORDTON. TO REACH THE STATION FROM THE INTERSECTION OF US 74 FA1329'BUSINESS (W. MAIN STREET) AND HUDLOW ROAD (SR 1510 N-SR 2185 S) IN FA1329'WEST FOREST CITY, PROCEED WEST ALONG US 74 BUSINESS FOR 1.05 MILES, TO FA1329'SMITH GROVE ROAD (SR 1551), THENCE NORTH ALONG SMITH GROVE ROAD FOR FA1329'0.8 MILE TO J.A. GROSE'S DRIVEWAY, 0.1 MILE WEST OF INTERSECTION WITH FA1329'LINCOLN DRIVE, THENCE NORTH ALONG DRIVEWAY APPROXIMATELY 300 FEET TO FA1329'CONCRETE BARN AND STATION BY POWER POLE ON JONES PROPERY, 235.5 FEET FA1329'NORTH-NORTHWEST OF CENTERLINE OF SMITH GROVE ROAD (MEASURED ALONG FA1329'PROPERTY LINE), 1.5 FEET WEST OF POWER POLE WITH TRANSFORMER AND FA1329'ALUMINUM REFERENCE TAG, 61.0 FEET EAST-SOUTHEAST OF A SOUTHEAST CORNER FA1329'OF CONCRETE BARN, 72.8 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF FA1329'CONCRETE BARN, 122.5 FEET SOUTH-SOUTHWEST OF 10-INCH APPLE TREE, AND FA1329'15.3 FEET SOUTH-SOUTHEAST OF THE NORTHWEST GUY WIRE BASE. DISK IS SET FA1329'IN TOP OF CONCRETE CYLINDER, PROJECTING 1 INCH ABOVE THE GROUND. FA1329 FA1329 STATION RECOVERY (1983) FA1329 FA1329'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1329'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE STATION HAS PROBABLY FA1329'BEEN DESTROYED BY HOUSE CONSTRUCTION AND POWER LINE RELOCATION. FA1329 FA1329 STATION RECOVERY (1996) FA1329 FA1329'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1329'MARK NOT FOUND. FA1329 FA1329 STATION RECOVERY (2004) FA1329 FA1329'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1329'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7923 *********************************************************************** AF7923 DESIGNATION - KENNEDY AZ MK AF7923 PID - AF7923 AF7923 STATE/COUNTY- NC/RUTHERFORD AF7923 USGS QUAD - FOREST CITY (1993) AF7923 AF7923 *CURRENT SURVEY CONTROL AF7923 ___________________________________________________________________ AF7923* NAD 83(1986)- 35 17 06.01863(N) 081 46 48.19712(W) ADJUSTED AF7923* NAVD 88 - 281.4 (meters) 923. (feet) VERT ANG AF7923 ___________________________________________________________________ AF7923 LAPLACE CORR- 0.72 (seconds) DEFLEC99 AF7923 GEOID HEIGHT- -31.95 (meters) GEOID03 AF7923 AF7923 HORZ ORDER - SECOND AF7923 AF7923.The North Carolina HARNS have been completed but, AF7923.due to contractual restrictions, coordinates for these stations AF7923.will NOT be published in the near future. In the interim, the AF7923.published coordinates in North Carolina will not be AF7923.consistent with the Continuously Operating Reference Stations AF7923.(CORS). The HARN coordinates for these stations are available AF7923.upon request. Contact Gary Thompson(919-733-3836). AF7923. AF7923.In addition, the published North Carolina positions AF7923.(NAD 83 (1986)) are NOT consistent with those determined in AF7923.adjacent state readjustments. The discontinuity between stations AF7923.located in North Carolina and those in adjacent states AF7923.which have been adjusted to the HARN may be as much as 5 AF7923.decimeters. This will result in a significant loss of accuracy AF7923.over lines crossing such state borders. AF7923 AF7923 AF7923.The horizontal coordinates were established by classical geodetic methods AF7923.and adjusted by the National Geodetic Survey in June 1998. AF7923 AF7923.The orthometric height was determined by vertical angle observations. AF7923 AF7923.The Laplace correction was computed from DEFLEC99 derived deflections. AF7923 AF7923.The geoid height was determined by GEOID03. AF7923 AF7923; North East Units Scale Factor Converg. AF7923;SPC NC - 173,818.665 356,763.449 MT 0.99987276 -1 36 16.4 AF7923;SPC NC - 570,270.07 1,170,481.42 sFT 0.99987276 -1 36 16.4 AF7923;UTM 17 - 3,904,928.735 429,065.669 MT 0.99966201 -0 27 02.2 AF7923 AF7923! - Elev Factor x Scale Factor = Combined Factor AF7923!SPC NC - 0.99996085 x 0.99987276 = 0.99983361 AF7923!UTM 17 - 0.99996085 x 0.99966201 = 0.99962287 AF7923 AF7923 SUPERSEDED SURVEY CONTROL AF7923 AF7923.No superseded survey control is available for this station. AF7923 AF7923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2906604929(NAD 83) AF7923_MARKER: DZ = AZIMUTH MARK DISK AF7923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7923_STAMPING: KENNEDY 1990 AF7923_MARK LOGO: NCGS AF7923_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF7923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7923+STABILITY: SURFACE MOTION AF7923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7923+SATELLITE: SATELLITE OBSERVATIONS - 1990 AF7923 AF7923 HISTORY - Date Condition Report By AF7923 HISTORY - 1990 MONUMENTED NCGS AF7923 AF7923 STATION DESCRIPTION AF7923 AF7923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AF7923'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHEAST OF HENRIETTA AND AF7923'5.3 MI (8.5 KM) SOUTHEAST OF FOREST CITY.$ALONG SR 1920 AF7923'(ELLEN-HENRIETTA ROAD) FOR 1.35 MI (2.17 KM) SOUTH FROM US 74 BYPASS, AF7923'OR 0.05 MI (0.08 KM) NORTH OF SR 1933 (MCCRAW ROAD), ON EAST SIDE OF AF7923'ROAD.$MARK IS LEVEL WITH ROAD AND RECESSED 1 INCH BELOW GROUND. AF7923'LOCATED 15.5 FT (4.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF ROAD, 65.6 AF7923'FT (20.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK STORE AF7923'BUILDING, 82.7 FT (25.2 M) NORTHEAST OF THE NORTH END OF A DRIVE AF7923'CULVERT, 15.5 FT (4.7 M) WEST OF A 6-INCH WATER OAK, AND 6.2 FT (1.9 AF7923'M) SOUTH OF A POWER POLE WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2781 *********************************************************************** FB2781 DESIGNATION - KENS ROCK FB2781 PID - FB2781 FB2781 STATE/COUNTY- NC/RUTHERFORD FB2781 USGS QUAD - LAKE LURE (1987) FB2781 FB2781 *CURRENT SURVEY CONTROL FB2781 ___________________________________________________________________ FB2781* NAD 83(1986)- 35 28 43.37249(N) 082 10 46.67732(W) ADJUSTED FB2781* NAVD 88 - 618.15 (+/-2cm) 2028.0 (feet) VERTCON FB2781 ___________________________________________________________________ FB2781 LAPLACE CORR- -7.20 (seconds) DEFLEC99 FB2781 GEOID HEIGHT- -31.25 (meters) GEOID03 FB2781 FB2781 HORZ ORDER - SECOND FB2781 VERT ORDER - THIRD ? (See Below) FB2781 FB2781.The North Carolina HARNS have been completed but, FB2781.due to contractual restrictions, coordinates for these stations FB2781.will NOT be published in the near future. In the interim, the FB2781.published coordinates in North Carolina will not be FB2781.consistent with the Continuously Operating Reference Stations FB2781.(CORS). The HARN coordinates for these stations are available FB2781.upon request. Contact Gary Thompson(919-733-3836). FB2781. FB2781.In addition, the published North Carolina positions FB2781.(NAD 83 (1986)) are NOT consistent with those determined in FB2781.adjacent state readjustments. The discontinuity between stations FB2781.located in North Carolina and those in adjacent states FB2781.which have been adjusted to the HARN may be as much as 5 FB2781.decimeters. This will result in a significant loss of accuracy FB2781.over lines crossing such state borders. FB2781 FB2781 FB2781.The horizontal coordinates were established by classical geodetic methods FB2781.and adjusted by the National Geodetic Survey in July 1986. FB2781 FB2781.The NAVD 88 height was computed by applying the VERTCON shift value to FB2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2781.The vertical order pertains to the NGVD 29 superseded value. FB2781 FB2781.The Laplace correction was computed from DEFLEC99 derived deflections. FB2781 FB2781.The geoid height was determined by GEOID03. FB2781 FB2781; North East Units Scale Factor Converg. FB2781;SPC NC - 196,387.388 321,122.846 MT 0.99988041 -1 50 06.7 FB2781;SPC NC - 644,314.29 1,053,550.54 sFT 0.99988041 -1 50 06.7 FB2781;UTM 17 - 3,926,772.239 392,984.759 MT 0.99974113 -0 41 05.0 FB2781 FB2781! - Elev Factor x Scale Factor = Combined Factor FB2781!SPC NC - 0.99990789 x 0.99988041 = 0.99978831 FB2781!UTM 17 - 0.99990789 x 0.99974113 = 0.99964904 FB2781 FB2781 SUPERSEDED SURVEY CONTROL FB2781 FB2781 NAD 27 - 35 28 42.93209(N) 082 10 47.27993(W) AD( ) 2 FB2781 NGVD 29 (07/19/86) 618.28 (m) 2028.5 (f) LEVELING 3 FB2781 FB2781.Superseded values are not recommended for survey control. FB2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2781.See file dsdata.txt to determine how the superseded data were derived. FB2781 FB2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9298526772(NAD 83) FB2781_MARKER: DE = TRAVERSE STATION DISK FB2781_SETTING: 66 = SET IN ROCK OUTCROP FB2781_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE FB2781_STAMPING: KENS ROCK 1973 FB2781_MARK LOGO: NCGS FB2781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FB2781+STABILITY: POSITION/ELEVATION WELL FB2781 FB2781 HISTORY - Date Condition Report By FB2781 HISTORY - 1973 MONUMENTED NCGS FB2781 FB2781 STATION DESCRIPTION FB2781 FB2781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2781'KENS ROCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2781'THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2781' FB2781'KENS ROCK IS LOCATED APPROXIMATELY 4.0 MILES (AIR MILES) NE OF LAKE FB2781'LURE POST OFFICE, AND 14.5 MILES NW OF RUTHERFORDTON. TO REACH FB2781'STATION FROM INTERSECTION OF SR 1314 AND SR 1306 AT THE FB2781'NORTHEASTERNMOST CORNER OF LAKE LURE (AND AT BRIDGE OVER BUFFALO FB2781'CREEK), PROCEED NORTH ALONG SR 1314 FOR 0.5 MILES TO PAVED ROAD FB2781'ON RIGHT, THENCE NORTHEASTERLY ALONG PAVED ROAD UP YOUNGS FB2781'MOUNTAIN FOR 1.0 MILES TO SMALL WATER STANDPIPE AT HIGHEST POINT FB2781'OF PAVEMENT, THENCE NORTH ALONG JEEP TRAIL FOR 0.8 MILES TO FB2781'ROCK CLIFF ON LEFT, AND STATION APPROXIMATELY 100 FEET WEST AND 15 FB2781'FEET DOWN ON ROCK LEDGE. FB2781' FB2781'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KENS FB2781'ROCK 1973, SET FLUSH IN DRILLED HOLE ON ROCK LEDGE. FB2781' FB2781'MARK IS FB2781'SLOPE DIST. 25.8 FEET NW OF ALUMINUM REF. TAG ON A 6 INCH PINE ABOVE FB2781'ROCK CLIFF. FB2781'SLOPE DIST. 12.4 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH PINE. FB2781'HORZ. DIST. 29.2 FEET SW OF 11 INCH PINE W/ALUMINUM REF. TAG. FB2781'5.7 FEET SW OF NAIL IN CENTER OF PINE STUMP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3321 *********************************************************************** FA3321 DESIGNATION - KIRBY FA3321 PID - FA3321 FA3321 STATE/COUNTY- NC/RUTHERFORD FA3321 USGS QUAD - FOREST CITY (1993) FA3321 FA3321 *CURRENT SURVEY CONTROL FA3321 ___________________________________________________________________ FA3321* NAD 83(1986)- 35 20 14.85827(N) 081 46 38.14896(W) ADJUSTED FA3321* NAVD 88 - 311.0 (meters) 1020. (feet) VERTCON FA3321 ___________________________________________________________________ FA3321 LAPLACE CORR- 0.63 (seconds) DEFLEC99 FA3321 GEOID HEIGHT- -31.95 (meters) GEOID03 FA3321 FA3321 HORZ ORDER - SECOND FA3321 FA3321.The North Carolina HARNS have been completed but, FA3321.due to contractual restrictions, coordinates for these stations FA3321.will NOT be published in the near future. In the interim, the FA3321.published coordinates in North Carolina will not be FA3321.consistent with the Continuously Operating Reference Stations FA3321.(CORS). The HARN coordinates for these stations are available FA3321.upon request. Contact Gary Thompson(919-733-3836). FA3321. FA3321.In addition, the published North Carolina positions FA3321.(NAD 83 (1986)) are NOT consistent with those determined in FA3321.adjacent state readjustments. The discontinuity between stations FA3321.located in North Carolina and those in adjacent states FA3321.which have been adjusted to the HARN may be as much as 5 FA3321.decimeters. This will result in a significant loss of accuracy FA3321.over lines crossing such state borders. FA3321 FA3321 FA3321.The horizontal coordinates were established by classical geodetic methods FA3321.and adjusted by the National Geodetic Survey in July 1986. FA3321 FA3321.The NAVD 88 height was computed by applying the VERTCON shift value to FA3321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3321 FA3321.The Laplace correction was computed from DEFLEC99 derived deflections. FA3321 FA3321.The geoid height was determined by GEOID03. FA3321 FA3321; North East Units Scale Factor Converg. FA3321;SPC NC - 179,628.282 357,180.006 MT 0.99987371 -1 36 10.6 FA3321;SPC NC - 589,330.46 1,171,848.07 sFT 0.99987371 -1 36 10.6 FA3321;UTM 17 - 3,910,744.332 429,365.109 MT 0.99966148 -0 26 58.5 FA3321 FA3321! - Elev Factor x Scale Factor = Combined Factor FA3321!SPC NC - 0.99995621 x 0.99987371 = 0.99982992 FA3321!UTM 17 - 0.99995621 x 0.99966148 = 0.99961770 FA3321 FA3321: Primary Azimuth Mark Grid Az FA3321:SPC NC - ELL 108 48 57.8 FA3321:UTM 17 - ELL 107 39 45.7 FA3321 FA3321|---------------------------------------------------------------------| FA3321| PID Reference Object Distance Geod. Az | FA3321| dddmmss.s | FA3321| FA3322 ELL APPROX. 1.2 KM 1071247.2 | FA3321|---------------------------------------------------------------------| FA3321 FA3321 SUPERSEDED SURVEY CONTROL FA3321 FA3321 NAD 27 - 35 20 14.41698(N) 081 46 38.79730(W) AD( ) 2 FA3321 NGVD 29 (07/19/86) 311.2 (m) 1021. (f) VERT ANG FA3321 FA3321.Superseded values are not recommended for survey control. FA3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3321.See file dsdata.txt to determine how the superseded data were derived. FA3321 FA3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2936510744(NAD 83) FA3321_MARKER: DE = TRAVERSE STATION DISK FA3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3321_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3321_STAMPING: KIRBY 1973 FA3321_MARK LOGO: NCGS FA3321_MAGNETIC: N = NO MAGNETIC MATERIAL FA3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3321+STABILITY: SURFACE MOTION FA3321 FA3321 HISTORY - Date Condition Report By FA3321 HISTORY - 1973 MONUMENTED NCGS FA3321 HISTORY - 19900524 GOOD NCGS FA3321 FA3321 STATION DESCRIPTION FA3321 FA3321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3321'KIRBY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3321'VICINITY OF ELLENBORO, NORTH CAROLINA. FA3321' FA3321'KIRBY IS LOCATED APPROXIMATELY 1.3 MILES NW OF ELLENBORO, AND 4.8 FA3321'MILES EAST OF FOREST CITY. TO REACH STATION FROM FA3321'INTERSECTION OF US 74 AND SR 1920 IN ELLENBORO, PROCEED WESTERLY FA3321'ALONG US 74 BUSINESS FOR 1.4 MILES TO SR 1918-S AND STATION NE OF FA3321'INTERSECTION, ACROSS HIGHWAY FROM A. W. KIRBY RESIDENCE AND FA3321'APPROXIMATELY 4.0 FEET FROM EDGE OF BANK. FA3321' FA3321'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KIRBY FA3321'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 FA3321'INCH BELOW THE SURFACE OF THE GROUND. FA3321' FA3321'MARK IS FA3321'30.2 FEET N OF C/L OF US 74 BUSINESS. FA3321'14.1 FEET N OF C/L OF DRIVE LEADING NORTH TO FARM HOUSE. FA3321'20.9 FEET E OF TP NO. 1868-1/2 W/ALUMINUM REF. TAG. FA3321'17.1 FEET NW OF TP NO. 1869 W/ALUMINUM REF. TAG. FA3321'9.7 FEET S OF 3-WIRE FENCE. FA3321 FA3321 STATION RECOVERY (1990) FA3321 FA3321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) FA3321'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHWEST OF ELLENBORO AND FA3321'5.0 MI (8.0 KM) EAST OF FOREST CITY.$ALONG US 74 BUS (MAIN STREET) FOR FA3321'1.3 MI (2.1 KM) NORTHWEST FROM THE POST OFFICE IN ELLENBORO TO SR 1918 FA3321'SOUTH, AND STATION ON NORTHEAST SIDE OF THE T-INTERSECTION, ON TOP OF FA3321'NORTH BANK OF HIGHWAY.$MARK IS ABOUT 4-FEET HIGHER THAN HIGHWAY AND IS FA3321'RECESSED 1 INCH BELOW GROUND. LOCATED 30.2 FT (9.2 M) NORTH OF FA3321'CENTERLINE OF HIGHWAY, 116.0 FT (35.4 M) EAST OF THE CENTERLINE OF A FA3321'PAVED DRIVE, 82.0 FT (25.0 M) EAST OF THE EAST-MOST OF 2 TELEPHONE FA3321'PEDESTALS--AND 21.2 FT (6.5 M) EAST OF TELEPHONE POLE, 17.3 FT (5.3 M) FA3321'NORTHWEST OF TELEPHONE POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8176 *********************************************************************** AF8176 DESIGNATION - KWIK AF8176 PID - AF8176 AF8176 STATE/COUNTY- NC/RUTHERFORD AF8176 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8176 AF8176 *CURRENT SURVEY CONTROL AF8176 ___________________________________________________________________ AF8176* NAD 83(1986)- 35 15 27.89595(N) 081 52 49.87003(W) ADJUSTED AF8176* NAVD 88 - 285.8 (meters) 938. (feet) VERT ANG AF8176 ___________________________________________________________________ AF8176 LAPLACE CORR- -0.40 (seconds) DEFLEC99 AF8176 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8176 AF8176 HORZ ORDER - SECOND AF8176 AF8176.The North Carolina HARNS have been completed but, AF8176.due to contractual restrictions, coordinates for these stations AF8176.will NOT be published in the near future. In the interim, the AF8176.published coordinates in North Carolina will not be AF8176.consistent with the Continuously Operating Reference Stations AF8176.(CORS). The HARN coordinates for these stations are available AF8176.upon request. Contact Gary Thompson(919-733-3836). AF8176. AF8176.In addition, the published North Carolina positions AF8176.(NAD 83 (1986)) are NOT consistent with those determined in AF8176.adjacent state readjustments. The discontinuity between stations AF8176.located in North Carolina and those in adjacent states AF8176.which have been adjusted to the HARN may be as much as 5 AF8176.decimeters. This will result in a significant loss of accuracy AF8176.over lines crossing such state borders. AF8176 AF8176 AF8176.The horizontal coordinates were established by classical geodetic methods AF8176.and adjusted by the National Geodetic Survey in June 1998. AF8176 AF8176.The orthometric height was determined by vertical angle observations. AF8176 AF8176.The Laplace correction was computed from DEFLEC99 derived deflections. AF8176 AF8176.The geoid height was determined by GEOID03. AF8176 AF8176; North East Units Scale Factor Converg. AF8176;SPC NC - 171,056.860 347,541.278 MT 0.99987260 -1 39 45.2 AF8176;SPC NC - 561,209.05 1,140,225.01 sFT 0.99987260 -1 39 45.2 AF8176;UTM 17 - 3,901,982.341 419,902.850 MT 0.99967906 -0 30 29.9 AF8176 AF8176! - Elev Factor x Scale Factor = Combined Factor AF8176!SPC NC - 0.99996016 x 0.99987260 = 0.99983276 AF8176!UTM 17 - 0.99996016 x 0.99967906 = 0.99963923 AF8176 AF8176 SUPERSEDED SURVEY CONTROL AF8176 AF8176.No superseded survey control is available for this station. AF8176 AF8176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1990301982(NAD 83) AF8176_MARKER: DE = TRAVERSE STATION DISK AF8176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8176_STAMPING: KWIK 1985 AF8176_MARK LOGO: NCGS AF8176_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8176+STABILITY: SURFACE MOTION AF8176 AF8176 HISTORY - Date Condition Report By AF8176 HISTORY - 1985 MONUMENTED NCGS AF8176 AF8176 STATION DESCRIPTION AF8176 AF8176'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8176'STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) NORTH-NORTHWEST OF HARRIS, AF8176'AND 14.2 KM (8.80 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 1.0 AF8176'KM (0.60 MI) NORTHWEST OF THE US 221 BRIDGE OVER THE SEABOARD RAILROAD AF8176'AT SR 1111, SOUTH OF INTERSECTION. MARK IS RECESSED 4 INCHES BELOW AF8176'GROUND AND LEVEL WITH US 221. LOCATED 5.00 M (16.40 FT) SOUTHWEST OF AF8176'THE CENTERLINE OF US 221, 21.95 M (72.01 FT) EAST OF TELEPHONE AF8176'PEDESTAL, 25.91 M (85.01 FT) SOUTH OF INTERSECTION OF US 221 AND SR AF8176'1111, 12.50 M (41.01 FT) NORTH-NORTHWEST OF TELEPHONE PEDESTAL--AND AF8176'16.46 M (54.00 FT) NORTH OF 18-INCH FORKED PEAR TREE, 20.27 M (66.50 AF8176'FT) WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER (ACROSS RD)--BOTH AF8176'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2786 *********************************************************************** FB2786 DESIGNATION - LAKE LURE FB2786 PID - FB2786 FB2786 STATE/COUNTY- NC/RUTHERFORD FB2786 USGS QUAD - LAKE LURE (1987) FB2786 FB2786 *CURRENT SURVEY CONTROL FB2786 ___________________________________________________________________ FB2786* NAD 83(1986)- 35 25 48.51497(N) 082 13 41.26572(W) ADJUSTED FB2786* NAVD 88 - 304.4 (meters) 999. (feet) VERTCON FB2786 ___________________________________________________________________ FB2786 LAPLACE CORR- -9.17 (seconds) DEFLEC99 FB2786 GEOID HEIGHT- -31.17 (meters) GEOID03 FB2786 FB2786 HORZ ORDER - SECOND FB2786 FB2786.The North Carolina HARNS have been completed but, FB2786.due to contractual restrictions, coordinates for these stations FB2786.will NOT be published in the near future. In the interim, the FB2786.published coordinates in North Carolina will not be FB2786.consistent with the Continuously Operating Reference Stations FB2786.(CORS). The HARN coordinates for these stations are available FB2786.upon request. Contact Gary Thompson(919-733-3836). FB2786. FB2786.In addition, the published North Carolina positions FB2786.(NAD 83 (1986)) are NOT consistent with those determined in FB2786.adjacent state readjustments. The discontinuity between stations FB2786.located in North Carolina and those in adjacent states FB2786.which have been adjusted to the HARN may be as much as 5 FB2786.decimeters. This will result in a significant loss of accuracy FB2786.over lines crossing such state borders. FB2786 FB2786 FB2786.The horizontal coordinates were established by classical geodetic methods FB2786.and adjusted by the National Geodetic Survey in July 1986. FB2786 FB2786.The NAVD 88 height was computed by applying the VERTCON shift value to FB2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2786 FB2786.The Laplace correction was computed from DEFLEC99 derived deflections. FB2786 FB2786.The geoid height was determined by GEOID03. FB2786 FB2786; North East Units Scale Factor Converg. FB2786;SPC NC - 191,143.936 316,549.231 MT 0.99987742 -1 51 47.4 FB2786;SPC NC - 627,111.40 1,038,545.27 sFT 0.99987742 -1 51 47.4 FB2786;UTM 17 - 3,921,438.691 388,517.964 MT 0.99975316 -0 42 43.3 FB2786 FB2786! - Elev Factor x Scale Factor = Combined Factor FB2786!SPC NC - 0.99995712 x 0.99987742 = 0.99983454 FB2786!UTM 17 - 0.99995712 x 0.99975316 = 0.99971029 FB2786 FB2786: Primary Azimuth Mark Grid Az FB2786:SPC NC - CHURCH 344 48 40.6 FB2786:UTM 17 - CHURCH 343 39 36.5 FB2786 FB2786|---------------------------------------------------------------------| FB2786| PID Reference Object Distance Geod. Az | FB2786| dddmmss.s | FB2786| FB2785 CHURCH APPROX. 0.9 KM 3425653.2 | FB2786|---------------------------------------------------------------------| FB2786 FB2786 SUPERSEDED SURVEY CONTROL FB2786 FB2786 NAD 27 - 35 25 48.07720(N) 082 13 41.86851(W) AD( ) 2 FB2786 NGVD 29 (07/19/86) 304.5 (m) 999. (f) VERT ANG FB2786 FB2786.Superseded values are not recommended for survey control. FB2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2786.See file dsdata.txt to determine how the superseded data were derived. FB2786 FB2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8851821439(NAD 83) FB2786_MARKER: DE = TRAVERSE STATION DISK FB2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2786_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2786_STAMPING: LAKE LURE 1973 FB2786_MARK LOGO: NCGS FB2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2786+STABILITY: SURFACE MOTION FB2786 FB2786 HISTORY - Date Condition Report By FB2786 HISTORY - 1973 MONUMENTED NCGS FB2786 HISTORY - 19961115 GOOD USPSQD FB2786 FB2786 STATION DESCRIPTION FB2786 FB2786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2786'LAKE LURE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2786'THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2786' FB2786'LAKE LURE IS LOCATED APPROXIMATELY IN TOWN OF LAKE LURE. STATION IS FB2786'LOCATED APPROXIMATELY 0.10 MILES NE OF THE LAKE LURE POST OFFICE, IN FB2786'GRASSY AREA BETWEEN US 64 - US 74 AND LAKE LURE, AND APPROXIMATELY FB2786'300 FEET EAST OF LAKE LURE BEACH HOUSE. FB2786' FB2786'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LAKE FB2786'LURE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FB2786'IS FLUSH WITH THE SURFACE OF THE GROUND. FB2786' FB2786'MARK IS FB2786'47.8 FEET NW OF C/L OF US 64 - US 74. FB2786'16.2 FEET N OF PP NO. A 82 W/ALUMINUM REF. TAG. FB2786'25.2 FEET NE OF 3RD 12 INCH MAPLE E OF CONCRETE BRIDGE OVER POOL FB2786'CREEK W/ALUMINUM REF. TAG. FB2786'16.2 FEET SW OF 4TH 12 INCH MAPLE E OF CONCRETE BRIDGE OVER POOL FB2786'CREEK W/ALUMINUM REF. TAG. FB2786'155.5 FEET NE OF E END OF N RAIL OF CONCRETE BRIDGE OVER POOL FB2786'CREEK. FB2786 FB2786 STATION RECOVERY (1996) FB2786 FB2786'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8231 *********************************************************************** AF8231 DESIGNATION - LAMB AF8231 PID - AF8231 AF8231 STATE/COUNTY- NC/RUTHERFORD AF8231 USGS QUAD - FINGERVILLE EAST (1993) AF8231 AF8231 *CURRENT SURVEY CONTROL AF8231 ___________________________________________________________________ AF8231* NAD 83(1986)- 35 11 47.99643(N) 081 55 26.29224(W) ADJUSTED AF8231* NAVD 88 - 268.4 (meters) 881. (feet) VERT ANG AF8231 ___________________________________________________________________ AF8231 LAPLACE CORR- -0.63 (seconds) DEFLEC99 AF8231 GEOID HEIGHT- -31.91 (meters) GEOID03 AF8231 AF8231 HORZ ORDER - SECOND AF8231 AF8231.The North Carolina HARNS have been completed but, AF8231.due to contractual restrictions, coordinates for these stations AF8231.will NOT be published in the near future. In the interim, the AF8231.published coordinates in North Carolina will not be AF8231.consistent with the Continuously Operating Reference Stations AF8231.(CORS). The HARN coordinates for these stations are available AF8231.upon request. Contact Gary Thompson(919-733-3836). AF8231. AF8231.In addition, the published North Carolina positions AF8231.(NAD 83 (1986)) are NOT consistent with those determined in AF8231.adjacent state readjustments. The discontinuity between stations AF8231.located in North Carolina and those in adjacent states AF8231.which have been adjusted to the HARN may be as much as 5 AF8231.decimeters. This will result in a significant loss of accuracy AF8231.over lines crossing such state borders. AF8231 AF8231 AF8231.The horizontal coordinates were established by classical geodetic methods AF8231.and adjusted by the National Geodetic Survey in June 1998. AF8231 AF8231.The orthometric height was determined by vertical angle observations. AF8231 AF8231.The Laplace correction was computed from DEFLEC99 derived deflections. AF8231 AF8231.The geoid height was determined by GEOID03. AF8231 AF8231; North East Units Scale Factor Converg. AF8231;SPC NC - 164,399.371 343,389.867 MT 0.99987305 -1 41 15.5 AF8231;SPC NC - 539,366.94 1,126,604.92 sFT 0.99987305 -1 41 15.5 AF8231;UTM 17 - 3,895,243.827 415,887.197 MT 0.99968719 -0 31 57.3 AF8231 AF8231! - Elev Factor x Scale Factor = Combined Factor AF8231!SPC NC - 0.99996288 x 0.99987305 = 0.99983594 AF8231!UTM 17 - 0.99996288 x 0.99968719 = 0.99965008 AF8231 AF8231 SUPERSEDED SURVEY CONTROL AF8231 AF8231.No superseded survey control is available for this station. AF8231 AF8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1588795244(NAD 83) AF8231_MARKER: DH = HORIZONTAL CONTROL DISK AF8231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8231_STAMPING: LAMB 1985 AF8231_MARK LOGO: NCGS AF8231_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8231+STABILITY: SURFACE MOTION AF8231 AF8231 HISTORY - Date Condition Report By AF8231 HISTORY - 1985 MONUMENTED NCGS AF8231 AF8231 STATION DESCRIPTION AF8231 AF8231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8231'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) EAST OF SANDY SPRINGS, 19.0 AF8231'KM (11.80 MI) SOUTH-SOUTHEAST OF RUTHERFORDTON. PROCEED ALONG SR 1101 AF8231'(COUNTY LINE RD) FOR 1.6 KM (1.00 MI) NORTH OF THE SR 1102 AF8231'INTERSECTION AT THE RUTHERFORD-POLK COUNTY LINE, AT SANDY SPRINGS, TO AF8231'SR 1112, THENCE EAST ALONG SR 1112 FOR 4.8 KM (3.00 MI) TO SR 1108, AF8231'THENCE SOUTH ALONG SR 1108 FOR 1.4 KM (0.85 MI) TO POWER LINE, THENCE AF8231'WEST ALONG POWER LINE FOR 0.4 KM (0.25 MI) TO STATION, AT SOUTH EDGE AF8231'OF POWER LINE RIGHT-OF-WAY, NEAR TRANSMISSION TOWER (283). MARK IS AF8231'LOCATED 70.26 M (230.51 FT) WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE AF8231'TRANSMISSION TOWER (283)--AND 9.81 M (32.18 FT) NORTH-NORTHWEST OF AF8231'8-INCH TRIPLE RED OAK, 9.24 M (30.31 FT) NORTH-NORTHEAST OF 8-INCH RED AF8231'OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8248 *********************************************************************** AF8248 DESIGNATION - LANE AF8248 PID - AF8248 AF8248 STATE/COUNTY- NC/RUTHERFORD AF8248 USGS QUAD - SUNSHINE (1965) AF8248 AF8248 *CURRENT SURVEY CONTROL AF8248 ___________________________________________________________________ AF8248* NAD 83(1986)- 35 29 24.40249(N) 081 52 02.19208(W) ADJUSTED AF8248* NAVD 88 - 291.50 (meters) 956.4 (feet) LEVELING AF8248 ___________________________________________________________________ AF8248 LAPLACE CORR- -0.24 (seconds) DEFLEC99 AF8248 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8248 AF8248 HORZ ORDER - SECOND AF8248 VERT ORDER - THIRD AF8248 AF8248.The North Carolina HARNS have been completed but, AF8248.due to contractual restrictions, coordinates for these stations AF8248.will NOT be published in the near future. In the interim, the AF8248.published coordinates in North Carolina will not be AF8248.consistent with the Continuously Operating Reference Stations AF8248.(CORS). The HARN coordinates for these stations are available AF8248.upon request. Contact Gary Thompson(919-733-3836). AF8248. AF8248.In addition, the published North Carolina positions AF8248.(NAD 83 (1986)) are NOT consistent with those determined in AF8248.adjacent state readjustments. The discontinuity between stations AF8248.located in North Carolina and those in adjacent states AF8248.which have been adjusted to the HARN may be as much as 5 AF8248.decimeters. This will result in a significant loss of accuracy AF8248.over lines crossing such state borders. AF8248 AF8248 AF8248.The horizontal coordinates were established by classical geodetic methods AF8248.and adjusted by the National Geodetic Survey in June 1998. AF8248 AF8248.The orthometric height was determined by differential leveling. AF8248.The vertical network tie was performed by a horz. field party for horz. AF8248.obs reductions. Reset procedures were used to establish the elevation. AF8248 AF8248.The Laplace correction was computed from DEFLEC99 derived deflections. AF8248 AF8248.The geoid height was determined by GEOID03. AF8248 AF8248; North East Units Scale Factor Converg. AF8248;SPC NC - 196,788.090 349,490.250 MT 0.99988121 -1 39 17.7 AF8248;SPC NC - 645,628.93 1,146,619.26 sFT 0.99988121 -1 39 17.7 AF8248;UTM 17 - 3,927,742.474 421,333.463 MT 0.99967626 -0 30 12.7 AF8248 AF8248! - Elev Factor x Scale Factor = Combined Factor AF8248!SPC NC - 0.99995925 x 0.99988121 = 0.99984047 AF8248!UTM 17 - 0.99995925 x 0.99967626 = 0.99963553 AF8248 AF8248 SUPERSEDED SURVEY CONTROL AF8248 AF8248.No superseded survey control is available for this station. AF8248 AF8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2133327742(NAD 83) AF8248_MARKER: DE = TRAVERSE STATION DISK AF8248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8248_STAMPING: LANE 1983 AF8248_MARK LOGO: NCGS AF8248_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8248+STABILITY: SURFACE MOTION AF8248 AF8248 HISTORY - Date Condition Report By AF8248 HISTORY - 1983 MONUMENTED NCGS AF8248 AF8248 STATION DESCRIPTION AF8248 AF8248'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8248'STATION IS LOCATED ABOUT 1.13 KM (0.70 MI) WEST-NORTHWEST OF LANES AF8248'STORE, 15.9 KM (9.85 MI) NORTHEAST OF RUTHERFORDTON, AT THE AF8248'INTERSECTION OF US 64 AND SR 1713. ALONG US 64 FOR 9.8 KM (6.10 MI) AF8248'NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, AT A TELEPHONE PEDESTAL. AF8248'MARK IS FLUSH WITH GROUND AND LEVEL WITH US 64. LOCATED 11.98 M (39.30 AF8248'FT) SOUTHEAST OF THE CENTERLINE OF US 64, 9.20 M (30.18 FT) SOUTHWEST AF8248'OF THE CENTERLINE OF SR 1713, 12.95 M (42.49 FT) NORTHEAST OF 24-INCH AF8248'WHITE PINE, 8.90 M (29.20 FT) NORTH OF NORTHWEST CORNER OF FRAME AF8248'HOUSE, 7.62 M (25.00 FT) NORTHWEST OF CENTER OF WELL, AND 0.70 M AF8248'(2.30 FT) EAST OF POLE AT TELEPHONE PEDESTALS WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8172 *********************************************************************** AF8172 DESIGNATION - LEWIS AF8172 PID - AF8172 AF8172 STATE/COUNTY- NC/RUTHERFORD AF8172 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8172 AF8172 *CURRENT SURVEY CONTROL AF8172 ___________________________________________________________________ AF8172* NAD 83(1986)- 35 18 52.02465(N) 081 53 03.15630(W) ADJUSTED AF8172* NAVD 88 - 310.4 (meters) 1018. (feet) VERT ANG AF8172 ___________________________________________________________________ AF8172 LAPLACE CORR- -0.52 (seconds) DEFLEC99 AF8172 GEOID HEIGHT- -31.96 (meters) GEOID03 AF8172 AF8172 HORZ ORDER - SECOND AF8172 AF8172.The North Carolina HARNS have been completed but, AF8172.due to contractual restrictions, coordinates for these stations AF8172.will NOT be published in the near future. In the interim, the AF8172.published coordinates in North Carolina will not be AF8172.consistent with the Continuously Operating Reference Stations AF8172.(CORS). The HARN coordinates for these stations are available AF8172.upon request. Contact Gary Thompson(919-733-3836). AF8172. AF8172.In addition, the published North Carolina positions AF8172.(NAD 83 (1986)) are NOT consistent with those determined in AF8172.adjacent state readjustments. The discontinuity between stations AF8172.located in North Carolina and those in adjacent states AF8172.which have been adjusted to the HARN may be as much as 5 AF8172.decimeters. This will result in a significant loss of accuracy AF8172.over lines crossing such state borders. AF8172 AF8172 AF8172.The horizontal coordinates were established by classical geodetic methods AF8172.and adjusted by the National Geodetic Survey in June 1998. AF8172 AF8172.The orthometric height was determined by vertical angle observations. AF8172 AF8172.The Laplace correction was computed from DEFLEC99 derived deflections. AF8172 AF8172.The geoid height was determined by GEOID03. AF8172 AF8172; North East Units Scale Factor Converg. AF8172;SPC NC - 177,354.051 347,388.339 MT 0.99987319 -1 39 52.8 AF8172;SPC NC - 581,869.08 1,139,723.24 sFT 0.99987319 -1 39 52.8 AF8172;UTM 17 - 3,908,273.957 419,623.185 MT 0.99967962 -0 30 40.2 AF8172 AF8172! - Elev Factor x Scale Factor = Combined Factor AF8172!SPC NC - 0.99995630 x 0.99987319 = 0.99982950 AF8172!UTM 17 - 0.99995630 x 0.99967962 = 0.99963594 AF8172 AF8172: Primary Azimuth Mark Grid Az AF8172:SPC NC - SOUTHERN 038 39 36.2 AF8172:UTM 17 - SOUTHERN 037 30 23.6 AF8172 AF8172|---------------------------------------------------------------------| AF8172| PID Reference Object Distance Geod. Az | AF8172| dddmmss.s | AF8172| AF7940 SOUTHERN 424.339 METERS 0365943.4 | AF8172| AF8296 FOREST CITY TRADE STREET TANK 0433106.0 | AF8172| FA1363 9 JS 24 337.204 METERS 11501 | AF8172|---------------------------------------------------------------------| AF8172 AF8172 SUPERSEDED SURVEY CONTROL AF8172 AF8172.No superseded survey control is available for this station. AF8172 AF8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1962308274(NAD 83) AF8172_MARKER: DE = TRAVERSE STATION DISK AF8172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8172_STAMPING: LEWIS 1985 AF8172_MARK LOGO: NCGS AF8172_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8172+STABILITY: SURFACE MOTION AF8172 AF8172 HISTORY - Date Condition Report By AF8172 HISTORY - 1985 MONUMENTED NCGS AF8172 AF8172 STATION DESCRIPTION AF8172 AF8172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8172'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF ALEXANDER MILLS, AND AF8172'9.0 KM (5.60 MI) SOUTHEAST OF RUTHERFORDTON. ALONG SR 2213 FOR 0.5 KM AF8172'(0.30 MI) SOUTHWEST OF THE US 74 BYPASS NEAR FOREST CITY, AT SR 2159, AF8172'ABOUT 120 FEET (36.6 M) SOUTH-SOUTHWEST OF INTERSECTION. MARK IS FLUSH AF8172'WITH GROUND AND 3-FEET HIGHER THAN SR 2213. LOCATED 8.23 M (27.00 FT) AF8172'SOUTHEAST OF THE CENTERLINE OF SR 2213, 21.7 M (71.2 FT) NORTHWEST OF AF8172'CENTER OF WELL, 9.45 M (31.00 FT) NORTH OF 16-INCH PIN OAK, 19.05 M AF8172'(62.50 FT) WEST OF 10-INCH FORKED HEMLOCK, 12.19 M (39.99 FT) AF8172'EAST-NORTHEAST OF 12-INCH CORRUGATED METAL PIPE UNDER GRAVEL DRIVE, AF8172'35.81 M (117.49 FT) SOUTH-SOUTHWEST OF INTERSECTION OF SR 2213 AND SR AF8172'2159, AND 41.91 M (137.50 FT) NORTHEAST OF POWER POLE WITH TRANSFORMER AF8172'AND REFERENCE TAG. FOREST CITY TRADE STREET TANK IS VISIBLE AND THE AF8172'GRID AZIMUTH IS--45-10-58.84--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3448 *********************************************************************** FA3448 DESIGNATION - LISENBERRY FA3448 PID - FA3448 FA3448 STATE/COUNTY- NC/RUTHERFORD FA3448 USGS QUAD - BENN KNOB (1984) FA3448 FA3448 *CURRENT SURVEY CONTROL FA3448 ___________________________________________________________________ FA3448* NAD 83(1986)- 35 30 25.09425(N) 081 44 21.64198(W) ADJUSTED FA3448* NAVD 88 - 577.8 (meters) 1896. (feet) VERTCON FA3448 ___________________________________________________________________ FA3448 LAPLACE CORR- -0.43 (seconds) DEFLEC99 FA3448 GEOID HEIGHT- -31.90 (meters) GEOID03 FA3448 FA3448 HORZ ORDER - THIRD FA3448 FA3448.The North Carolina HARNS have been completed but, FA3448.due to contractual restrictions, coordinates for these stations FA3448.will NOT be published in the near future. In the interim, the FA3448.published coordinates in North Carolina will not be FA3448.consistent with the Continuously Operating Reference Stations FA3448.(CORS). The HARN coordinates for these stations are available FA3448.upon request. Contact Gary Thompson(919-733-3836). FA3448. FA3448.In addition, the published North Carolina positions FA3448.(NAD 83 (1986)) are NOT consistent with those determined in FA3448.adjacent state readjustments. The discontinuity between stations FA3448.located in North Carolina and those in adjacent states FA3448.which have been adjusted to the HARN may be as much as 5 FA3448.decimeters. This will result in a significant loss of accuracy FA3448.over lines crossing such state borders. FA3448 FA3448 FA3448.The horizontal coordinates were established by classical geodetic methods FA3448.and adjusted by the National Geodetic Survey in July 1986. FA3448 FA3448.The NAVD 88 height was computed by applying the VERTCON shift value to FA3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3448 FA3448.The Laplace correction was computed from DEFLEC99 derived deflections. FA3448 FA3448.The geoid height was determined by GEOID03. FA3448 FA3448; North East Units Scale Factor Converg. FA3448;SPC NC - 198,329.907 361,144.331 MT 0.99988248 -1 34 51.8 FA3448;SPC NC - 650,687.37 1,184,854.36 sFT 0.99988248 -1 34 51.8 FA3448;UTM 17 - 3,929,517.797 432,951.693 MT 0.99965540 -0 25 45.9 FA3448 FA3448! - Elev Factor x Scale Factor = Combined Factor FA3448!SPC NC - 0.99991432 x 0.99988248 = 0.99979681 FA3448!UTM 17 - 0.99991432 x 0.99965540 = 0.99956975 FA3448 FA3448: Primary Azimuth Mark Grid Az FA3448:SPC NC - POGUE 305 48 45.3 FA3448:UTM 17 - POGUE 304 39 39.4 FA3448 FA3448|---------------------------------------------------------------------| FA3448| PID Reference Object Distance Geod. Az | FA3448| dddmmss.s | FA3448| FA4055 LISENBERRY RM 1 9.037 METERS 10043 | FA3448| FA3531 POGUE APPROX.22.8 KM 3041353.5 | FA3448| FA4056 LISENBERRY RM 2 11.329 METERS 34710 | FA3448|---------------------------------------------------------------------| FA3448 FA3448 SUPERSEDED SURVEY CONTROL FA3448 FA3448 NAD 27 - 35 30 24.63339(N) 081 44 22.29837(W) AD( ) 3 FA3448 NGVD 29 (07/19/86) 578.0 (m) 1896. (f) VERT ANG FA3448 FA3448.Superseded values are not recommended for survey control. FA3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3448.See file dsdata.txt to determine how the superseded data were derived. FA3448 FA3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3295229518(NAD 83) FA3448_MARKER: DD = SURVEY DISK FA3448_SETTING: 80 = SET IN A BOULDER FA3448_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FA3448_MAGNETIC: N = NO MAGNETIC MATERIAL FA3448 FA3448 HISTORY - Date Condition Report By FA3448 HISTORY - 1948 MONUMENTED USGS FA3448 FA3448 STATION DESCRIPTION FA3448 FA3448'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (GBG) FA3448'LOCATED ABOUT 1.25 MILES SE OF GOLDEN VALLEY SCHOOL, 24 MILES SW OF FA3448'MORGANTON, AND 23 MILES NW OF SHELBY, ON TOP OF LISENBERRY MOUNTAIN. FA3448'STATION IS ABOUT 0.5 MILES S OF STATE HIGHWAY 26, AND 0.75 MILE SE OF FA3448'FIRST BROAD BAPTIST CHURCH. FA3448' FA3448'TO REACH FROM THE COURTHOUSE IN MORGANTON, GO SW ON ALTERNATE U.S. FA3448'HIGHWAY 64 FOR 13.1 MILES TO JUNCTION WITH STATE HIGHWAY 26, TURN FA3448'LEFT ON STATE HIGHWAY 26 AND GO 8.7 MILES TO CROSSROAD AT GOLDEN FA3448'VALLEY SCHOOL, CONTINUE STRAIGHT FOR 0.6 MI TO DIM FARMROAD ACROSS FA3448'FROM STORE, TURN RIGHT AND FOLLOW FARMROAD ACROSS FIELD FOR 0.4 MILE FA3448'TO AN OLD SAWMILL SITE.LEAVE TRUCK AND TAKE TRAIL ACROSS STREAM, AND FA3448'UPHILL ALONG OLD LOGGING SKID TRAIL TO HIGHEST KNOB AND STATION. FA3448' FA3448'STANDARD TABLET STAMPED---LISENBERRY 1948---SET IN LARGE FLAT FA3448'BOULDER PROJECTING 2 INCHES. IT IS ON RIDGE 30 FEET W. OF SLIGHTLY FA3448'HIGHER GROUND, 6.7 FEET NE. OF 20-INCH PINE TREE, AT S. EDGE OF DIM FA3448'TRAIL. FA3448' FA3448'REFERENCE MARK NO 1, STANDARD REFERENCE MARK TABLET STAMPED FA3448'---NO 1 1948---IN TOP OF BOULDER PROJECTING 3 INCHES, ON HIGHEST FA3448'GROUND ON THE KNOB AT S. EDGE OF DIM FOOT TRAIL, 29.65 FEET FROM FA3448'STATION. FA3448' FA3448'REFERENCE MARK NO 2, STANDARD REFERENCE MARK TABLET STAMPED FA3448'---NO 2 1948---ON NORTH SLOPE OF HILL, ABOUT 3 FEET LOWER THAN TOP FA3448'37.17 FEET FROM STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8254 *********************************************************************** AF8254 DESIGNATION - LOGAN AF8254 PID - AF8254 AF8254 STATE/COUNTY- NC/RUTHERFORD AF8254 USGS QUAD - DYSARTSVILLE (1993) AF8254 AF8254 *CURRENT SURVEY CONTROL AF8254 ___________________________________________________________________ AF8254* NAD 83(1986)- 35 31 02.67133(N) 081 51 16.71729(W) ADJUSTED AF8254* NAVD 88 - 292.1 (meters) 958. (feet) VERT ANG AF8254 ___________________________________________________________________ AF8254 LAPLACE CORR- 0.21 (seconds) DEFLEC99 AF8254 GEOID HEIGHT- -31.88 (meters) GEOID03 AF8254 AF8254 HORZ ORDER - SECOND AF8254 AF8254.The North Carolina HARNS have been completed but, AF8254.due to contractual restrictions, coordinates for these stations AF8254.will NOT be published in the near future. In the interim, the AF8254.published coordinates in North Carolina will not be AF8254.consistent with the Continuously Operating Reference Stations AF8254.(CORS). The HARN coordinates for these stations are available AF8254.upon request. Contact Gary Thompson(919-733-3836). AF8254. AF8254.In addition, the published North Carolina positions AF8254.(NAD 83 (1986)) are NOT consistent with those determined in AF8254.adjacent state readjustments. The discontinuity between stations AF8254.located in North Carolina and those in adjacent states AF8254.which have been adjusted to the HARN may be as much as 5 AF8254.decimeters. This will result in a significant loss of accuracy AF8254.over lines crossing such state borders. AF8254 AF8254 AF8254.The horizontal coordinates were established by classical geodetic methods AF8254.and adjusted by the National Geodetic Survey in June 1998. AF8254 AF8254.The orthometric height was determined by vertical angle observations. AF8254 AF8254.The Laplace correction was computed from DEFLEC99 derived deflections. AF8254 AF8254.The geoid height was determined by GEOID03. AF8254 AF8254; North East Units Scale Factor Converg. AF8254;SPC NC - 199,782.042 350,722.930 MT 0.99988330 -1 38 51.4 AF8254;SPC NC - 655,451.58 1,150,663.48 sFT 0.99988330 -1 38 51.4 AF8254;UTM 17 - 3,930,759.963 422,505.500 MT 0.99967400 -0 29 47.5 AF8254 AF8254! - Elev Factor x Scale Factor = Combined Factor AF8254!SPC NC - 0.99995915 x 0.99988330 = 0.99984246 AF8254!UTM 17 - 0.99995915 x 0.99967400 = 0.99963317 AF8254 AF8254 SUPERSEDED SURVEY CONTROL AF8254 AF8254.No superseded survey control is available for this station. AF8254 AF8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2250530760(NAD 83) AF8254_MARKER: DE = TRAVERSE STATION DISK AF8254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8254_STAMPING: LOGAN 1983 AF8254_MARK LOGO: NCGS AF8254_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8254+STABILITY: SURFACE MOTION AF8254 AF8254 HISTORY - Date Condition Report By AF8254 HISTORY - 1983 MONUMENTED NCGS AF8254 AF8254 STATION DESCRIPTION AF8254 AF8254'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8254'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF LANES STORE AND AF8254'18.9 KM (11.75 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 13.3 AF8254'KM (8.25 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, AT POWER POLE, AF8254'OR 0.56 KM (0.35 MI) SOUTH OF SR 1700 (AT CANE CREEK CHURCH). MARK AF8254'PROJECTS 4 INCHES ABOVE GROUND AND IS 3-FEET LOWER THAN US 64. LOCATED AF8254'10.52 M (34.51 FT) EAST OF THE CENTERLINE OF US 64, 0.94 M (3.08 FT) AF8254'SOUTH OF TELEPHONE PEDESTAL (234), 9.45 M (31.00 FT) WEST OF GUY WIRE AF8254'ANCHOR, 152.4 M (500.0 FT) (APPROX.)SOUTH OF FRAME HOUSE, AND 0.94 M AF8254'(3.08 FT) SOUTH-SOUTHWEST OF POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3349 *********************************************************************** FA3349 DESIGNATION - LONG FA3349 PID - FA3349 FA3349 STATE/COUNTY- NC/RUTHERFORD FA3349 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3349 FA3349 *CURRENT SURVEY CONTROL FA3349 ___________________________________________________________________ FA3349* NAD 83(1986)- 35 24 09.90026(N) 081 54 54.48397(W) ADJUSTED FA3349* NAVD 88 - 313.7 (meters) 1029. (feet) VERTCON FA3349 ___________________________________________________________________ FA3349 LAPLACE CORR- -0.82 (seconds) DEFLEC99 FA3349 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3349 FA3349 HORZ ORDER - SECOND FA3349 FA3349.The North Carolina HARNS have been completed but, FA3349.due to contractual restrictions, coordinates for these stations FA3349.will NOT be published in the near future. In the interim, the FA3349.published coordinates in North Carolina will not be FA3349.consistent with the Continuously Operating Reference Stations FA3349.(CORS). The HARN coordinates for these stations are available FA3349.upon request. Contact Gary Thompson(919-733-3836). FA3349. FA3349.In addition, the published North Carolina positions FA3349.(NAD 83 (1986)) are NOT consistent with those determined in FA3349.adjacent state readjustments. The discontinuity between stations FA3349.located in North Carolina and those in adjacent states FA3349.which have been adjusted to the HARN may be as much as 5 FA3349.decimeters. This will result in a significant loss of accuracy FA3349.over lines crossing such state borders. FA3349 FA3349 FA3349.The horizontal coordinates were established by classical geodetic methods FA3349.and adjusted by the National Geodetic Survey in July 1986. FA3349 FA3349.The NAVD 88 height was computed by applying the VERTCON shift value to FA3349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3349 FA3349.The Laplace correction was computed from DEFLEC99 derived deflections. FA3349 FA3349.The geoid height was determined by GEOID03. FA3349 FA3349; North East Units Scale Factor Converg. FA3349;SPC NC - 187,227.217 344,865.313 MT 0.99987605 -1 40 57.1 FA3349;SPC NC - 614,261.29 1,131,445.61 sFT 0.99987605 -1 40 57.1 FA3349;UTM 17 - 3,918,092.472 416,902.533 MT 0.99968509 -0 31 48.7 FA3349 FA3349! - Elev Factor x Scale Factor = Combined Factor FA3349!SPC NC - 0.99995577 x 0.99987605 = 0.99983182 FA3349!UTM 17 - 0.99995577 x 0.99968509 = 0.99964087 FA3349 FA3349: Primary Azimuth Mark Grid Az FA3349:SPC NC - MT VERNON 344 25 33.1 FA3349:UTM 17 - MT VERNON 343 16 24.7 FA3349 FA3349|---------------------------------------------------------------------| FA3349| PID Reference Object Distance Geod. Az | FA3349| dddmmss.s | FA3349| FA1343 MT VERNON APPROX. 1.4 KM 3424436.0 | FA3349|---------------------------------------------------------------------| FA3349 FA3349 SUPERSEDED SURVEY CONTROL FA3349 FA3349 NAD 27 - 35 24 09.44696(N) 081 54 55.12153(W) AD( ) 2 FA3349 NGVD 29 (07/19/86) 314.0 (m) 1030. (f) VERT ANG FA3349 FA3349.Superseded values are not recommended for survey control. FA3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3349.See file dsdata.txt to determine how the superseded data were derived. FA3349 FA3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1690318092(NAD 83) FA3349_MARKER: DE = TRAVERSE STATION DISK FA3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3349_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3349_STAMPING: LONG 1972 FA3349_MARK LOGO: NCGS FA3349_MAGNETIC: N = NO MAGNETIC MATERIAL FA3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3349+STABILITY: SURFACE MOTION FA3349 FA3349 HISTORY - Date Condition Report By FA3349 HISTORY - 1972 MONUMENTED NCGS FA3349 HISTORY - 19830101 GOOD NCGS FA3349 FA3349 STATION DESCRIPTION FA3349 FA3349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3349'LONG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3349'VICINITY OF RUTH, NORTH CAROLINA. FA3349' FA3349'LONG IS LOCATED APPROXIMATELY 2.4 MILES NE OF RUTH, AND 3.3 MILES FA3349'NORTH OF SPINDALE. TO REACH STATION FROM INTERSECTION OF US 64 AND FA3349'US 74 BYPASS IN RUTH, PROCEED NE ALONG US 64 FOR 2.05 MILES TO DIRT FA3349'LANE EAST LEADING TO HUNTER LONG RESIDENCE ACROSS FROM FOX HOUND FA3349'SERVICE STATION (ABANDONED), THENCE EAST ALONG DIRT LANE FOR 0.1 FA3349'MILE TO FORK. TAKE LEFT FORK (WOODS LANE) NE FOR 0.25 MILE TO FORK, FA3349'CONTINUE ON MAIN TRAIL (RIGHT FORK) FORK 0.3 MILE TO RIDGE FA3349'CREST AND FORK, TAKE RIGHT FORK SOUTH FOR 0.1 MILE TO SE CORNER OF FA3349'SMALL FIELD, THENCE WEST ALONG SOUTH SIDE OF FIELD FOR 0.05 MILE TO FA3349'TRANSMISSION LINE AND STATION APPROXIMATELY 150 FEET SOUTH OF EAST FA3349'SIDE OF TRANSMISSION TOWER NO. 42 AT EDGE OF THE WOODS. FA3349' FA3349'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LONG FA3349'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3349'PROJECTING 3 INCHES ABOVE THE GROUND. FA3349' FA3349'MARK IS FA3349'31.2 FEET NE OF NE LEG OF TOWER NO. 42. FA3349'42.0 FEET NNE OF SE LEG OF TOWER NO. 42. FA3349'24.3 FEET WNW OF 8 INCH PINE W/ALUMINUM REF. TAG. FA3349'22.4 FEET WSW OF 6 INCH OAK W/ALUMINUM REF. TAG. FA3349'8.6 FEET S OF 4 INCH PINE W/ALUMINUM REF. TAG. FA3349 FA3349 STATION RECOVERY (1983) FA3349 FA3349'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3349'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8196 *********************************************************************** AF8196 DESIGNATION - LOVETTE AF8196 PID - AF8196 AF8196 STATE/COUNTY- NC/RUTHERFORD AF8196 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8196 AF8196 *CURRENT SURVEY CONTROL AF8196 ___________________________________________________________________ AF8196* NAD 83(1986)- 35 20 31.06711(N) 081 57 48.10551(W) ADJUSTED AF8196* NAVD 88 - 258.0 (meters) 846. (feet) VERT ANG AF8196 ___________________________________________________________________ AF8196 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AF8196 GEOID HEIGHT- -31.93 (meters) GEOID03 AF8196 AF8196 HORZ ORDER - SECOND AF8196 AF8196.The North Carolina HARNS have been completed but, AF8196.due to contractual restrictions, coordinates for these stations AF8196.will NOT be published in the near future. In the interim, the AF8196.published coordinates in North Carolina will not be AF8196.consistent with the Continuously Operating Reference Stations AF8196.(CORS). The HARN coordinates for these stations are available AF8196.upon request. Contact Gary Thompson(919-733-3836). AF8196. AF8196.In addition, the published North Carolina positions AF8196.(NAD 83 (1986)) are NOT consistent with those determined in AF8196.adjacent state readjustments. The discontinuity between stations AF8196.located in North Carolina and those in adjacent states AF8196.which have been adjusted to the HARN may be as much as 5 AF8196.decimeters. This will result in a significant loss of accuracy AF8196.over lines crossing such state borders. AF8196 AF8196 AF8196.The horizontal coordinates were established by classical geodetic methods AF8196.and adjusted by the National Geodetic Survey in June 1998. AF8196 AF8196.The orthometric height was determined by vertical angle observations. AF8196 AF8196.The Laplace correction was computed from DEFLEC99 derived deflections. AF8196 AF8196.The geoid height was determined by GEOID03. AF8196 AF8196; North East Units Scale Factor Converg. AF8196;SPC NC - 180,616.587 340,285.525 MT 0.99987383 -1 42 37.3 AF8196;SPC NC - 592,572.92 1,116,420.09 sFT 0.99987383 -1 42 37.3 AF8196;UTM 17 - 3,911,392.288 412,457.480 MT 0.99969444 -0 33 26.3 AF8196 AF8196! - Elev Factor x Scale Factor = Combined Factor AF8196!SPC NC - 0.99996451 x 0.99987383 = 0.99983835 AF8196!UTM 17 - 0.99996451 x 0.99969444 = 0.99965896 AF8196 AF8196 SUPERSEDED SURVEY CONTROL AF8196 AF8196.No superseded survey control is available for this station. AF8196 AF8196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1245711392(NAD 83) AF8196_MARKER: DE = TRAVERSE STATION DISK AF8196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8196_STAMPING: LOVETTE 1985 AF8196_MARK LOGO: NCGS AF8196_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8196+STABILITY: SURFACE MOTION AF8196 AF8196 HISTORY - Date Condition Report By AF8196 HISTORY - 1985 MONUMENTED NCGS AF8196 AF8196 STATION DESCRIPTION AF8196 AF8196'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8196'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) SOUTH OF RUTHERFORDTON, AND AF8196'3.4 KM (2.10 MI) SOUTHWEST OF SPINDALE. ALONG US 221 FOR 2.65 KM (1.65 AF8196'MI) SOUTH OF THE US 74-US 221A INTERSECTION, IN RUTHERFORDTON, OR 0.15 AF8196'KM (0.10 MI) NORTH OF SR 1005 (COKE RD), IN WEST SHOULDER. MARK IS AF8196'RECESSED 2 INCHES BELOW GROUND AND IS LEVEL WITH US 221. LOCATED 4.69 AF8196'M (15.39 FT) WEST OF THE CENTERLINE OF US 221, 3.96 M (12.99 FT) NORTH AF8196'OF THE CENTERLINE OF CONCRETE DRIVE, 2.53 M (8.30 FT) NORTHEAST OF AF8196'CENTER OF WATER METER COVER, 1.31 M (4.30 FT) NORTH-NORTHEAST OF SOUTH AF8196'END OF CONCRETE RETAINING WALL, 9.88 M (32.41 FT) EAST-SOUTHEAST OF AF8196'SOUTHEAST CORNER OF BRICK HOUSE, AND 13.47 M (44.19 FT) AF8196'NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8198 *********************************************************************** AF8198 DESIGNATION - LOWERY AF8198 PID - AF8198 AF8198 STATE/COUNTY- NC/RUTHERFORD AF8198 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8198 AF8198 *CURRENT SURVEY CONTROL AF8198 ___________________________________________________________________ AF8198* NAD 83(1986)- 35 20 47.42942(N) 081 57 47.44172(W) ADJUSTED AF8198* NAVD 88 - 275.4 (meters) 904. (feet) VERT ANG AF8198 ___________________________________________________________________ AF8198 LAPLACE CORR- -0.72 (seconds) DEFLEC99 AF8198 GEOID HEIGHT- -31.93 (meters) GEOID03 AF8198 AF8198 HORZ ORDER - SECOND AF8198 AF8198.The North Carolina HARNS have been completed but, AF8198.due to contractual restrictions, coordinates for these stations AF8198.will NOT be published in the near future. In the interim, the AF8198.published coordinates in North Carolina will not be AF8198.consistent with the Continuously Operating Reference Stations AF8198.(CORS). The HARN coordinates for these stations are available AF8198.upon request. Contact Gary Thompson(919-733-3836). AF8198. AF8198.In addition, the published North Carolina positions AF8198.(NAD 83 (1986)) are NOT consistent with those determined in AF8198.adjacent state readjustments. The discontinuity between stations AF8198.located in North Carolina and those in adjacent states AF8198.which have been adjusted to the HARN may be as much as 5 AF8198.decimeters. This will result in a significant loss of accuracy AF8198.over lines crossing such state borders. AF8198 AF8198 AF8198.The horizontal coordinates were established by classical geodetic methods AF8198.and adjusted by the National Geodetic Survey in June 1998. AF8198 AF8198.The orthometric height was determined by vertical angle observations. AF8198 AF8198.The Laplace correction was computed from DEFLEC99 derived deflections. AF8198 AF8198.The geoid height was determined by GEOID03. AF8198 AF8198; North East Units Scale Factor Converg. AF8198;SPC NC - 181,120.062 340,317.325 MT 0.99987395 -1 42 36.9 AF8198;SPC NC - 594,224.74 1,116,524.42 sFT 0.99987395 -1 42 36.9 AF8198;UTM 17 - 3,911,896.210 412,479.139 MT 0.99969440 -0 33 26.1 AF8198 AF8198! - Elev Factor x Scale Factor = Combined Factor AF8198!SPC NC - 0.99996178 x 0.99987395 = 0.99983574 AF8198!UTM 17 - 0.99996178 x 0.99969440 = 0.99965619 AF8198 AF8198 SUPERSEDED SURVEY CONTROL AF8198 AF8198.No superseded survey control is available for this station. AF8198 AF8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1247911896(NAD 83) AF8198_MARKER: DE = TRAVERSE STATION DISK AF8198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8198_STAMPING: LOWERY 1985 AF8198_MARK LOGO: NCGS AF8198_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8198+STABILITY: SURFACE MOTION AF8198 AF8198 HISTORY - Date Condition Report By AF8198 HISTORY - 1985 MONUMENTED NCGS AF8198 AF8198 STATION DESCRIPTION AF8198 AF8198'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8198'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF RUTHERFORDTON, AND AF8198'3.2 KM (2.00 MI) WEST-SOUTHWEST OF SPINDALE. ALONG US 221 FOR 2.15 KM AF8198'(1.35 MI) SOUTH OF THE US 74-US 221 ALT. INTERSECTION IN AF8198'RUTHERFORDTON, AT SR 1152, ABOUT 289-FEET NORTH-NORTHEAST OF AF8198'INTERSECTION. MARK IS RECESSED 6 INCHES BELOW GROUND AND LEVEL WITH US AF8198'221. LOCATED 4.57 M (14.99 FT) WEST OF THE CENTERLINE OF US 221, AF8198'30.69 M (100.69 FT) SOUTH OF FIRE HYDRANT, 87.8 M (288.1 FT) AF8198'NORTH-NORTHEAST OF INTERSECTION OF US 221 AND SR 1152, AND 19.32 M AF8198'(63.39 FT) NORTHWEST OF POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3327 *********************************************************************** FA3327 DESIGNATION - MAGNESS FA3327 PID - FA3327 FA3327 STATE/COUNTY- NC/RUTHERFORD FA3327 USGS QUAD - FOREST CITY (1993) FA3327 FA3327 *CURRENT SURVEY CONTROL FA3327 ___________________________________________________________________ FA3327* NAD 83(1986)- 35 19 28.48189(N) 081 48 42.58500(W) ADJUSTED FA3327* NAVD 88 - 276.2 (meters) 906. (feet) VERTCON FA3327 ___________________________________________________________________ FA3327 LAPLACE CORR- 0.31 (seconds) DEFLEC99 FA3327 GEOID HEIGHT- -31.96 (meters) GEOID03 FA3327 FA3327 HORZ ORDER - SECOND FA3327 FA3327.The North Carolina HARNS have been completed but, FA3327.due to contractual restrictions, coordinates for these stations FA3327.will NOT be published in the near future. In the interim, the FA3327.published coordinates in North Carolina will not be FA3327.consistent with the Continuously Operating Reference Stations FA3327.(CORS). The HARN coordinates for these stations are available FA3327.upon request. Contact Gary Thompson(919-733-3836). FA3327. FA3327.In addition, the published North Carolina positions FA3327.(NAD 83 (1986)) are NOT consistent with those determined in FA3327.adjacent state readjustments. The discontinuity between stations FA3327.located in North Carolina and those in adjacent states FA3327.which have been adjusted to the HARN may be as much as 5 FA3327.decimeters. This will result in a significant loss of accuracy FA3327.over lines crossing such state borders. FA3327 FA3327 FA3327.The horizontal coordinates were established by classical geodetic methods FA3327.and adjusted by the National Geodetic Survey in July 1986. FA3327 FA3327.The NAVD 88 height was computed by applying the VERTCON shift value to FA3327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3327 FA3327.The Laplace correction was computed from DEFLEC99 derived deflections. FA3327 FA3327.The geoid height was determined by GEOID03. FA3327 FA3327; North East Units Scale Factor Converg. FA3327;SPC NC - 178,288.224 353,998.757 MT 0.99987340 -1 37 22.5 FA3327;SPC NC - 584,933.95 1,161,410.92 sFT 0.99987340 -1 37 22.5 FA3327;UTM 17 - 3,909,340.802 426,212.139 MT 0.99966710 -0 28 09.9 FA3327 FA3327! - Elev Factor x Scale Factor = Combined Factor FA3327!SPC NC - 0.99996167 x 0.99987340 = 0.99983508 FA3327!UTM 17 - 0.99996167 x 0.99966710 = 0.99962879 FA3327 FA3327: Primary Azimuth Mark Grid Az FA3327:SPC NC - FLYNN 319 47 15.2 FA3327:UTM 17 - FLYNN 318 38 02.6 FA3327 FA3327|---------------------------------------------------------------------| FA3327| PID Reference Object Distance Geod. Az | FA3327| dddmmss.s | FA3327| FA3328 FLYNN APPROX. 0.5 KM 3180952.7 | FA3327|---------------------------------------------------------------------| FA3327 FA3327 SUPERSEDED SURVEY CONTROL FA3327 FA3327 NAD 27 - 35 19 28.03551(N) 081 48 43.22746(W) AD( ) 2 FA3327 NGVD 29 (07/19/86) 276.4 (m) 907. (f) VERT ANG FA3327 FA3327.Superseded values are not recommended for survey control. FA3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3327.See file dsdata.txt to determine how the superseded data were derived. FA3327 FA3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2621209341(NAD 83) FA3327_MARKER: DE = TRAVERSE STATION DISK FA3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3327_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3327_STAMPING: MAGNESS 1973 FA3327_MARK LOGO: NCGS FA3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3327+STABILITY: SURFACE MOTION FA3327 FA3327 HISTORY - Date Condition Report By FA3327 HISTORY - 1973 MONUMENTED NCGS FA3327 HISTORY - 19960524 GOOD USPSQD FA3327 FA3327 STATION DESCRIPTION FA3327 FA3327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3327'MAGNESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3327'THE VICINITY OF FOREST CITY, NORTH CAROLINA. FA3327' FA3327'MAGNESS IS LOCATED APPROXIMATELY 2.9 MILES EAST OF FOREST CITY, AND FA3327'3.0 MILES WEST OF ELLENBORO. TO REACH STATION FROM INTERSECTION OF FA3327'US 74 AND SR 1913 (OAK GROVE ROAD), PROCEED SOUTH ALONG SR 1913 FOR FA3327'0.95 MILES TO STATION ON RIGHT NEAR NW CORNER OF YARD OF OLD FA3327'MAGNESS FARM HOUSE. APPROXIMATELY 400 FEET NW OF INTERSECTION WITH FA3327'SR 1983, 1.65 MILES WEST OF OAK GROVE CHURCH. FA3327' FA3327'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MAGNESS FA3327'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3327'FLUSH WITH THE SURFACE OF THE GROUND. FA3327' FA3327'MARK IS FA3327'34.7 FEET SSW OF C/L OF SR 1913. FA3327'122.2 FEET WNW OF C/L DRIVE TO OLD MAGNESS FARM HOUSE. FA3327'24.0 FEET ESE OF C/L DRIVE TO A HOUSE TRAILER. FA3327'69.7 FEET SW OF PP NO. TA-1 W/ALUMINUM REF. TAG. FA3327'57.3 FEET E OF 14 INCH CEDAR TREE W/ALUMINUM REF. TAG. FA3327'102.5 FEET NW OF 30 INCH MAPLE TREE W/ALUMINUM REF. TAG. FA3327'86.7 FEET N OF NORTH CORNER OF OLD HOUSE (WITH THREE FA3327'CHIMNEYS). FA3327 FA3327 STATION RECOVERY (1996) FA3327 FA3327'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3327'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8268 *********************************************************************** AF8268 DESIGNATION - MAIN AF8268 PID - AF8268 AF8268 STATE/COUNTY- NC/RUTHERFORD AF8268 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8268 AF8268 *CURRENT SURVEY CONTROL AF8268 ___________________________________________________________________ AF8268* NAD 83(1986)- 35 29 46.62415(N) 081 58 42.62393(W) ADJUSTED AF8268* NAVD 88 - 356.6 (meters) 1170. (feet) VERT ANG AF8268 ___________________________________________________________________ AF8268 LAPLACE CORR- -2.32 (seconds) DEFLEC99 AF8268 GEOID HEIGHT- -31.80 (meters) GEOID03 AF8268 AF8268 HORZ ORDER - SECOND AF8268 AF8268.The North Carolina HARNS have been completed but, AF8268.due to contractual restrictions, coordinates for these stations AF8268.will NOT be published in the near future. In the interim, the AF8268.published coordinates in North Carolina will not be AF8268.consistent with the Continuously Operating Reference Stations AF8268.(CORS). The HARN coordinates for these stations are available AF8268.upon request. Contact Gary Thompson(919-733-3836). AF8268. AF8268.In addition, the published North Carolina positions AF8268.(NAD 83 (1986)) are NOT consistent with those determined in AF8268.adjacent state readjustments. The discontinuity between stations AF8268.located in North Carolina and those in adjacent states AF8268.which have been adjusted to the HARN may be as much as 5 AF8268.decimeters. This will result in a significant loss of accuracy AF8268.over lines crossing such state borders. AF8268 AF8268 AF8268.The horizontal coordinates were established by classical geodetic methods AF8268.and adjusted by the National Geodetic Survey in June 1998. AF8268 AF8268.The orthometric height was determined by vertical angle observations. AF8268 AF8268.The Laplace correction was computed from DEFLEC99 derived deflections. AF8268 AF8268.The geoid height was determined by GEOID03. AF8268 AF8268; North East Units Scale Factor Converg. AF8268;SPC NC - 197,769.660 339,423.202 MT 0.99988167 -1 43 08.8 AF8268;SPC NC - 648,849.29 1,113,590.96 sFT 0.99988167 -1 43 08.8 AF8268;UTM 17 - 3,928,521.450 411,250.695 MT 0.99969706 -0 34 05.5 AF8268 AF8268! - Elev Factor x Scale Factor = Combined Factor AF8268!SPC NC - 0.99994903 x 0.99988167 = 0.99983070 AF8268!UTM 17 - 0.99994903 x 0.99969706 = 0.99964610 AF8268 AF8268 SUPERSEDED SURVEY CONTROL AF8268 AF8268.No superseded survey control is available for this station. AF8268 AF8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1125128521(NAD 83) AF8268_MARKER: DE = TRAVERSE STATION DISK AF8268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8268_STAMPING: MAIN 1983 AF8268_MARK LOGO: NCGS AF8268_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8268+STABILITY: SURFACE MOTION AF8268 AF8268 HISTORY - Date Condition Report By AF8268 HISTORY - 1983 MONUMENTED NCGS AF8268 AF8268 STATION DESCRIPTION AF8268 AF8268'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8268'STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTHWEST OF UNION MILLS, AF8268'AND 14.3 KM (8.90 MI) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 13.4 AF8268'KM (8.30 MI) NORTH OF THE US 64-US 74 OVERPASS IN NORTH AF8268'RUTHERFORDTON, OR 0.8 KM (0.50 MI) SOUTH OF SR 1323, ON TOP OF A CUT, AF8268'ABOUT 6-FEET ABOVE ROAD. MARK IS FLUSH WITH GROUND. LOCATED 11.34 M AF8268'(37.20 FT) WEST-NORTHWEST OF THE CENTERLINE OF US 221, 32.16 M AF8268'(105.51 FT) SOUTH OF NCDOT RIGHT-OF-WAY MONUMENT--AND 6.86 M (22.51 AF8268'FT) EAST-NORTHEAST OF AN 8-INCH PINE, 7.71 M (25.30 FT) AF8268'SOUTH-SOUTHEAST OF AN 8-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8250 *********************************************************************** AF8250 DESIGNATION - MARLIN AF8250 PID - AF8250 AF8250 STATE/COUNTY- NC/RUTHERFORD AF8250 USGS QUAD - DYSARTSVILLE (1993) AF8250 AF8250 *CURRENT SURVEY CONTROL AF8250 ___________________________________________________________________ AF8250* NAD 83(1986)- 35 30 03.51729(N) 081 51 49.38625(W) ADJUSTED AF8250* NAVD 88 - 316.9 (meters) 1040. (feet) VERT ANG AF8250 ___________________________________________________________________ AF8250 LAPLACE CORR- -0.21 (seconds) DEFLEC99 AF8250 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8250 AF8250 HORZ ORDER - SECOND AF8250 AF8250.The North Carolina HARNS have been completed but, AF8250.due to contractual restrictions, coordinates for these stations AF8250.will NOT be published in the near future. In the interim, the AF8250.published coordinates in North Carolina will not be AF8250.consistent with the Continuously Operating Reference Stations AF8250.(CORS). The HARN coordinates for these stations are available AF8250.upon request. Contact Gary Thompson(919-733-3836). AF8250. AF8250.In addition, the published North Carolina positions AF8250.(NAD 83 (1986)) are NOT consistent with those determined in AF8250.adjacent state readjustments. The discontinuity between stations AF8250.located in North Carolina and those in adjacent states AF8250.which have been adjusted to the HARN may be as much as 5 AF8250.decimeters. This will result in a significant loss of accuracy AF8250.over lines crossing such state borders. AF8250 AF8250 AF8250.The horizontal coordinates were established by classical geodetic methods AF8250.and adjusted by the National Geodetic Survey in June 1998. AF8250 AF8250.The orthometric height was determined by vertical angle observations. AF8250 AF8250.The Laplace correction was computed from DEFLEC99 derived deflections. AF8250 AF8250.The geoid height was determined by GEOID03. AF8250 AF8250; North East Units Scale Factor Converg. AF8250;SPC NC - 197,983.624 349,847.623 MT 0.99988202 -1 39 10.3 AF8250;SPC NC - 649,551.27 1,147,791.74 sFT 0.99988202 -1 39 10.3 AF8250;UTM 17 - 3,928,944.700 421,666.675 MT 0.99967562 -0 30 05.8 AF8250 AF8250! - Elev Factor x Scale Factor = Combined Factor AF8250!SPC NC - 0.99995526 x 0.99988202 = 0.99983729 AF8250!UTM 17 - 0.99995526 x 0.99967562 = 0.99963090 AF8250 AF8250 SUPERSEDED SURVEY CONTROL AF8250 AF8250.No superseded survey control is available for this station. AF8250 AF8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2166728945(NAD 83) AF8250_MARKER: DE = TRAVERSE STATION DISK AF8250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8250_STAMPING: MARLIN 1983 AF8250_MARK LOGO: NCGS AF8250_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8250+STABILITY: SURFACE MOTION AF8250 AF8250 HISTORY - Date Condition Report By AF8250 HISTORY - 1983 MONUMENTED NCGS AF8250 AF8250 STATION DESCRIPTION AF8250 AF8250'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8250'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTHWEST OF LANES STORE AF8250'AND 17.1 KM (10.60 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR AF8250'11.0 KM (6.85 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, AT POWER AF8250'POLE, OR 0.72 KM (0.45 MI) SOUTHWEST OF SR 1701. MARK PROJECTS 4 AF8250'INCHES ABOVE GROUND AND IS 3-FEET HIGHER THAN US 64. LOCATED 10.09 M AF8250'(33.10 FT) NORTHWEST OF THE CENTERLINE OF US 64, 11.58 M (37.99 FT) AF8250'WEST-SOUTHWEST OF TELEPHONE PEDESTAL, AND 0.98 M (3.22 FT) SOUTHEAST AF8250'OF POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2787 *********************************************************************** FB2787 DESIGNATION - MARROW FB2787 PID - FB2787 FB2787 STATE/COUNTY- NC/RUTHERFORD FB2787 USGS QUAD - LAKE LURE (1987) FB2787 FB2787 *CURRENT SURVEY CONTROL FB2787 ___________________________________________________________________ FB2787* NAD 83(1986)- 35 25 31.93492(N) 082 11 56.50169(W) ADJUSTED FB2787* NAVD 88 - 374.4 (meters) 1228. (feet) VERTCON FB2787 ___________________________________________________________________ FB2787 LAPLACE CORR- -7.62 (seconds) DEFLEC99 FB2787 GEOID HEIGHT- -31.34 (meters) GEOID03 FB2787 FB2787 HORZ ORDER - SECOND FB2787 FB2787.The North Carolina HARNS have been completed but, FB2787.due to contractual restrictions, coordinates for these stations FB2787.will NOT be published in the near future. In the interim, the FB2787.published coordinates in North Carolina will not be FB2787.consistent with the Continuously Operating Reference Stations FB2787.(CORS). The HARN coordinates for these stations are available FB2787.upon request. Contact Gary Thompson(919-733-3836). FB2787. FB2787.In addition, the published North Carolina positions FB2787.(NAD 83 (1986)) are NOT consistent with those determined in FB2787.adjacent state readjustments. The discontinuity between stations FB2787.located in North Carolina and those in adjacent states FB2787.which have been adjusted to the HARN may be as much as 5 FB2787.decimeters. This will result in a significant loss of accuracy FB2787.over lines crossing such state borders. FB2787 FB2787 FB2787.The horizontal coordinates were established by classical geodetic methods FB2787.and adjusted by the National Geodetic Survey in July 1986. FB2787 FB2787.The NAVD 88 height was computed by applying the VERTCON shift value to FB2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2787 FB2787.The Laplace correction was computed from DEFLEC99 derived deflections. FB2787 FB2787.The geoid height was determined by GEOID03. FB2787 FB2787; North East Units Scale Factor Converg. FB2787;SPC NC - 190,547.762 319,173.672 MT 0.99987717 -1 50 47.0 FB2787;SPC NC - 625,155.45 1,047,155.62 sFT 0.99987717 -1 50 47.0 FB2787;UTM 17 - 3,920,895.435 391,153.517 MT 0.99974600 -0 41 42.3 FB2787 FB2787! - Elev Factor x Scale Factor = Combined Factor FB2787!SPC NC - 0.99994616 x 0.99987717 = 0.99982334 FB2787!UTM 17 - 0.99994616 x 0.99974600 = 0.99969217 FB2787 FB2787: Primary Azimuth Mark Grid Az FB2787:SPC NC - THE MOUNTAINS 013 10 49.8 FB2787:UTM 17 - THE MOUNTAINS 012 01 45.1 FB2787 FB2787|---------------------------------------------------------------------| FB2787| PID Reference Object Distance Geod. Az | FB2787| dddmmss.s | FB2787| FB2780 THE MOUNTAINS APPROX. 3.9 KM 0112002.8 | FB2787|---------------------------------------------------------------------| FB2787 FB2787 SUPERSEDED SURVEY CONTROL FB2787 FB2787 NAD 27 - 35 25 31.49334(N) 082 11 57.10864(W) AD( ) 2 FB2787 NGVD 29 (07/19/86) 374.5 (m) 1229. (f) VERT ANG FB2787 FB2787.Superseded values are not recommended for survey control. FB2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2787.See file dsdata.txt to determine how the superseded data were derived. FB2787 FB2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9115420895(NAD 83) FB2787_MARKER: DE = TRAVERSE STATION DISK FB2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2787_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2787_STAMPING: MARROW 1973 FB2787_MARK LOGO: NCGS FB2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2787+STABILITY: SURFACE MOTION FB2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB2787+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 FB2787 FB2787 HISTORY - Date Condition Report By FB2787 HISTORY - 1973 MONUMENTED NCGS FB2787 HISTORY - 1974 GOOD NCGS FB2787 HISTORY - 19961115 GOOD USPSQD FB2787 HISTORY - 20050629 GOOD NCDOT FB2787 FB2787 STATION DESCRIPTION FB2787 FB2787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2787'MARROW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FB2787'VICINITY OF LAKE LURE, NORTH CAROLINA. FB2787' FB2787'MARROW IS LOCATED APPROXIMATELY IN TOWN OF LAKE LURE, AND 1.7 MILES FB2787'(AIR MILES) EAST OF POST OFFICE. TO REACH STATION FROM THE FB2787'INTERSECTION OF US 64 AND US 74 WITH NC 9 IN LAKE LURE, PROCEED NW FB2787'ALONG US 64 AND US 74 FOR 01.00 MILES TO OLIVER HOLME ROAD ON FB2787'RIGHT, THENCE NORTH ALONG OLIVER HOLME ROAD FOR 0.10 MILES TO FB2787'RIDGEVIEW ROAD ON RIGHT, THENCE EAST ALONG RIDGEVIEW ROAD FOR 0.10 FB2787'MILES TO STATION ON THE LEFT, IN FRONT OF A 1 STORY WHITE FRAME FB2787'HOUSE (MARROW RESIDENCE), AND AMONG A ROW OF ROCKS. FB2787' FB2787'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED MARROW FB2787'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FB2787'INCHES ABOVE THE SURFACE OF THE GROUND. FB2787' FB2787'MARK IS FB2787'18.2 FEET NNE OF C/L OF RIDGEVIEW ROAD. FB2787'38.0 FEET WNW OF C/L OF MR. MARROWS GRAVEL DRIVEWAY. FB2787'09.5 FEET ESE OF MR. MARROWS SW PROPERTY CORNER. FB2787'44.0 FEET WNW OF MR. MARROWS SE PROPERTY CORNER. FB2787'09.0 FEET ESE OF PP NO. AFA 5 W/ALUMINUM REF. TAG. FB2787'58.0 FEET SW OF SE CORNER OF MR. MARROWS HOUSE (1 STORY WHITE FB2787'FRAMED). FB2787 FB2787 STATION RECOVERY (1974) FB2787 FB2787'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC) FB2787'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. FB2787 FB2787 STATION RECOVERY (1996) FB2787 FB2787'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2787'RECOVERED IN GOOD CONDITION. FB2787 FB2787 STATION RECOVERY (2005) FB2787 FB2787'RECOVERY NOTE BY NC DOT 2005 (JIJ) FB2787'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8173 *********************************************************************** AF8173 DESIGNATION - MATHENY AF8173 PID - AF8173 AF8173 STATE/COUNTY- NC/RUTHERFORD AF8173 USGS QUAD - CHESNEE (1993) AF8173 AF8173 *CURRENT SURVEY CONTROL AF8173 ___________________________________________________________________ AF8173* NAD 83(1986)- 35 14 14.23712(N) 081 50 58.91832(W) ADJUSTED AF8173* NAVD 88 - 281.9 (meters) 925. (feet) VERT ANG AF8173 ___________________________________________________________________ AF8173 LAPLACE CORR- 0.08 (seconds) DEFLEC99 AF8173 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8173 AF8173 HORZ ORDER - SECOND AF8173 AF8173.The North Carolina HARNS have been completed but, AF8173.due to contractual restrictions, coordinates for these stations AF8173.will NOT be published in the near future. In the interim, the AF8173.published coordinates in North Carolina will not be AF8173.consistent with the Continuously Operating Reference Stations AF8173.(CORS). The HARN coordinates for these stations are available AF8173.upon request. Contact Gary Thompson(919-733-3836). AF8173. AF8173.In addition, the published North Carolina positions AF8173.(NAD 83 (1986)) are NOT consistent with those determined in AF8173.adjacent state readjustments. The discontinuity between stations AF8173.located in North Carolina and those in adjacent states AF8173.which have been adjusted to the HARN may be as much as 5 AF8173.decimeters. This will result in a significant loss of accuracy AF8173.over lines crossing such state borders. AF8173 AF8173 AF8173.The horizontal coordinates were established by classical geodetic methods AF8173.and adjusted by the National Geodetic Survey in June 1998. AF8173 AF8173.The orthometric height was determined by vertical angle observations. AF8173 AF8173.The Laplace correction was computed from DEFLEC99 derived deflections. AF8173 AF8173.The geoid height was determined by GEOID03. AF8173 AF8173; North East Units Scale Factor Converg. AF8173;SPC NC - 168,707.135 350,279.249 MT 0.99987262 -1 38 41.1 AF8173;SPC NC - 553,499.99 1,149,207.84 sFT 0.99987262 -1 38 41.1 AF8173;UTM 17 - 3,899,688.702 422,687.056 MT 0.99967366 -0 29 25.0 AF8173 AF8173! - Elev Factor x Scale Factor = Combined Factor AF8173!SPC NC - 0.99996077 x 0.99987262 = 0.99983339 AF8173!UTM 17 - 0.99996077 x 0.99967366 = 0.99963444 AF8173 AF8173 SUPERSEDED SURVEY CONTROL AF8173 AF8173.No superseded survey control is available for this station. AF8173 AF8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2268799689(NAD 83) AF8173_MARKER: DE = TRAVERSE STATION DISK AF8173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8173_STAMPING: MATHENY 1985 AF8173_MARK LOGO: NCGS AF8173_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8173+STABILITY: SURFACE MOTION AF8173 AF8173 HISTORY - Date Condition Report By AF8173 HISTORY - 1985 MONUMENTED NCGS AF8173 AF8173 STATION DESCRIPTION AF8173 AF8173'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8173'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST-SOUTHEAST OF HARRIS, AF8173'AND 17.5 KM (10.85 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR AF8173'3.6 KM (2.25 MI) NORTH-NORTHWEST OF THE US 221 BRIDGE OVER THE BROAD AF8173'RIVER, OR 0.15 KM (0.10 MI) NORTHWEST OF SR 2210, AT SOUTHEAST END OF AF8173'SMALL CUT, AT FENCE CORNER. MARK IS FLUSH WITH GROUND AND IS 5-FEET AF8173'HIGHER THAN US 221. LOCATED 6.95 M (22.80 FT) NORTHEAST OF THE AF8173'CENTERLINE OF US 221, 27.13 M (89.01 FT) SOUTHEAST OF 6-INCH CEDAR, AF8173'29.41 M (96.49 FT) SOUTH-SOUTHWEST OF 14-INCH CEDAR, 3.11 M (10.20 FT) AF8173'SOUTHWEST OF 6-INCH CHERRY, AND 0.91 M (2.99 FT) SOUTH OF FENCE CORNER AF8173'POST WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3344 *********************************************************************** FA3344 DESIGNATION - MCARTHURS FA3344 PID - FA3344 FA3344 STATE/COUNTY- NC/RUTHERFORD FA3344 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3344 FA3344 *CURRENT SURVEY CONTROL FA3344 ___________________________________________________________________ FA3344* NAD 83(1986)- 35 25 31.62520(N) 081 58 47.84321(W) ADJUSTED FA3344* NAVD 88 - 324.6 (meters) 1065. (feet) VERTCON FA3344 ___________________________________________________________________ FA3344 LAPLACE CORR- -1.46 (seconds) DEFLEC99 FA3344 GEOID HEIGHT- -31.87 (meters) GEOID03 FA3344 FA3344 HORZ ORDER - SECOND FA3344 FA3344.The North Carolina HARNS have been completed but, FA3344.due to contractual restrictions, coordinates for these stations FA3344.will NOT be published in the near future. In the interim, the FA3344.published coordinates in North Carolina will not be FA3344.consistent with the Continuously Operating Reference Stations FA3344.(CORS). The HARN coordinates for these stations are available FA3344.upon request. Contact Gary Thompson(919-733-3836). FA3344. FA3344.In addition, the published North Carolina positions FA3344.(NAD 83 (1986)) are NOT consistent with those determined in FA3344.adjacent state readjustments. The discontinuity between stations FA3344.located in North Carolina and those in adjacent states FA3344.which have been adjusted to the HARN may be as much as 5 FA3344.decimeters. This will result in a significant loss of accuracy FA3344.over lines crossing such state borders. FA3344 FA3344 FA3344.The horizontal coordinates were established by classical geodetic methods FA3344.and adjusted by the National Geodetic Survey in July 1986. FA3344 FA3344.The NAVD 88 height was computed by applying the VERTCON shift value to FA3344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3344 FA3344.The Laplace correction was computed from DEFLEC99 derived deflections. FA3344 FA3344.The geoid height was determined by GEOID03. FA3344 FA3344; North East Units Scale Factor Converg. FA3344;SPC NC - 189,919.238 339,055.883 MT 0.99987717 -1 43 11.8 FA3344;SPC NC - 623,093.37 1,112,385.84 sFT 0.99987717 -1 43 11.8 FA3344;UTM 17 - 3,920,666.662 411,041.236 MT 0.99969752 -0 34 05.0 FA3344 FA3344! - Elev Factor x Scale Factor = Combined Factor FA3344!SPC NC - 0.99995406 x 0.99987717 = 0.99983123 FA3344!UTM 17 - 0.99995406 x 0.99969752 = 0.99965159 FA3344 FA3344: Primary Azimuth Mark Grid Az FA3344:SPC NC - PICNIC 347 48 35.0 FA3344:UTM 17 - PICNIC 346 39 28.2 FA3344 FA3344|---------------------------------------------------------------------| FA3344| PID Reference Object Distance Geod. Az | FA3344| dddmmss.s | FA3344| FA3355 PICNIC APPROX. 0.8 KM 3460523.2 | FA3344|---------------------------------------------------------------------| FA3344 FA3344 SUPERSEDED SURVEY CONTROL FA3344 FA3344 NAD 27 - 35 25 31.17181(N) 081 58 48.47472(W) AD( ) 2 FA3344 NGVD 29 (07/19/86) 324.8 (m) 1066. (f) VERT ANG FA3344 FA3344.Superseded values are not recommended for survey control. FA3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3344.See file dsdata.txt to determine how the superseded data were derived. FA3344 FA3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1104120667(NAD 83) FA3344_MARKER: DE = TRAVERSE STATION DISK FA3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3344_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3344_STAMPING: MC ARTHURS 1972 FA3344_MARK LOGO: NCGS FA3344_MAGNETIC: N = NO MAGNETIC MATERIAL FA3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3344+STABILITY: SURFACE MOTION FA3344 FA3344 HISTORY - Date Condition Report By FA3344 HISTORY - 1972 MONUMENTED NCGS FA3344 HISTORY - 19830101 GOOD NCGS FA3344 FA3344 STATION DESCRIPTION FA3344 FA3344'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3344'MCARTHURS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3344'THE VICINITY OF GILKEY, NORTH CAROLINA. FA3344' FA3344'MCARTHURS IS LOCATED APPROXIMATELY 1.4 MILE SOUTH OF GILKEY, AND 4.2 FA3344'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64-US 74 FA3344'(BYPASS) BRIDGE OVER US 221 IN RUTHERFORDTON, PROCEED NORTH ALONG FA3344'US 221 FOR 3.35 MILES TO DIRT ROAD LEFT, 0.20 MILE SOUTH OF FA3344'INTERSECTION WITH SR 1376 (WEST), THENCE SOUTH (UP HILL) ALONG FA3344'DRIVEWAY FOR 0.1 MILE TO STATION ON THE LEFT (WEST BANK OF US FA3344'221), ON EAST SIDE OF A DITCH, APPROXIMATELY 150 FEET NNE OF A 2 FA3344'STORY FRAME DWELLING. FA3344' FA3344'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA3344'MCARTHURS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA3344'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FA3344' FA3344'MARK IS FA3344'2.1 FEET NE OF NGS WITNESS POST. FA3344'7.6 FEET ENE OF A CENTER OF DITCH. FA3344'100.0 FEET NNE OF A 18 INCH WHITE PINE W/ALUMINUM REF. TAG. FA3344'77.7 FEET NE OF A FENCE POST W/ALUMINUM REF. TAG. FA3344'618.8 FEET SE OF A 3 INCH PERSIMMON IN CLUSTER W/ALUMINUM REF. FA3344'TAG. FA3344 FA3344 STATION RECOVERY (1983) FA3344 FA3344'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3344'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8191 *********************************************************************** AF8191 DESIGNATION - MCCURRY AF8191 PID - AF8191 AF8191 STATE/COUNTY- NC/RUTHERFORD AF8191 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8191 AF8191 *CURRENT SURVEY CONTROL AF8191 ___________________________________________________________________ AF8191* NAD 83(1986)- 35 19 57.68290(N) 081 56 33.34643(W) ADJUSTED AF8191* NAVD 88 - 318.9 (meters) 1046. (feet) VERT ANG AF8191 ___________________________________________________________________ AF8191 LAPLACE CORR- -0.34 (seconds) DEFLEC99 AF8191 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8191 AF8191 HORZ ORDER - SECOND AF8191 AF8191.The North Carolina HARNS have been completed but, AF8191.due to contractual restrictions, coordinates for these stations AF8191.will NOT be published in the near future. In the interim, the AF8191.published coordinates in North Carolina will not be AF8191.consistent with the Continuously Operating Reference Stations AF8191.(CORS). The HARN coordinates for these stations are available AF8191.upon request. Contact Gary Thompson(919-733-3836). AF8191. AF8191.In addition, the published North Carolina positions AF8191.(NAD 83 (1986)) are NOT consistent with those determined in AF8191.adjacent state readjustments. The discontinuity between stations AF8191.located in North Carolina and those in adjacent states AF8191.which have been adjusted to the HARN may be as much as 5 AF8191.decimeters. This will result in a significant loss of accuracy AF8191.over lines crossing such state borders. AF8191 AF8191 AF8191.The horizontal coordinates were established by classical geodetic methods AF8191.and adjusted by the National Geodetic Survey in June 1998. AF8191 AF8191.The orthometric height was determined by vertical angle observations. AF8191 AF8191.The Laplace correction was computed from DEFLEC99 derived deflections. AF8191 AF8191.The geoid height was determined by GEOID03. AF8191 AF8191; North East Units Scale Factor Converg. AF8191;SPC NC - 179,532.175 342,141.769 MT 0.99987359 -1 41 54.2 AF8191;SPC NC - 589,015.14 1,122,510.12 sFT 0.99987359 -1 41 54.2 AF8191;UTM 17 - 3,910,345.642 414,334.832 MT 0.99969044 -0 32 42.6 AF8191 AF8191! - Elev Factor x Scale Factor = Combined Factor AF8191!SPC NC - 0.99995495 x 0.99987359 = 0.99982855 AF8191!UTM 17 - 0.99995495 x 0.99969044 = 0.99964541 AF8191 AF8191: Primary Azimuth Mark Grid Az AF8191:SPC NC - SPINDALE DUKE POWER TANK 020 57 17.4 AF8191:UTM 17 - SPINDALE DUKE POWER TANK 019 48 05.8 AF8191 AF8191|---------------------------------------------------------------------| AF8191| PID Reference Object Distance Geod. Az | AF8191| dddmmss.s | AF8191| FA3336 SPINDALE DUKE POWER TANK APPROX. 3.3 KM 0191523.2 | AF8191|---------------------------------------------------------------------| AF8191 AF8191 SUPERSEDED SURVEY CONTROL AF8191 AF8191.No superseded survey control is available for this station. AF8191 AF8191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1433510346(NAD 83) AF8191_MARKER: DE = TRAVERSE STATION DISK AF8191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8191_STAMPING: MCCURRY 1985 AF8191_MARK LOGO: NCGS AF8191_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8191+STABILITY: SURFACE MOTION AF8191 AF8191 HISTORY - Date Condition Report By AF8191 HISTORY - 1985 MONUMENTED NCGS AF8191 AF8191 STATION DESCRIPTION AF8191 AF8191'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8191'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTH-SOUTHWEST OF SPINDALE, AF8191'AND 4.2 KM (2.60 MI) SOUTH-SOUTHEAST OF RUTHERFORDTON. PROCEED ALONG AF8191'SR 2169 (OAKLAND RD) FOR 0.7 KM (0.45 MI) SOUTH OF THE US 74 BYPASS AF8191'UNDERPASS TO SR 2194, THENCE WEST-SOUTHWEST ALONG SR 2194 FOR 1.5 KM AF8191'(0.95 MI) TO SR 2200, THENCE WEST ALONG SR 2200 FOR 0.7 KM (0.45 MI) AF8191'TO STATION ON RIGHT, IN YARD. MARK IS FLUSH WITH GROUND AND IS 4-FEET AF8191'HIGHER THAN SR 2200. LOCATED 11.73 M (38.48 FT) NORTH-NORTHEAST OF AF8191'CENTERLINE OF SR 2200, 24.69 M (81.00 FT) WEST-NORTHWEST OF CENTERLINE AF8191'OF GRAVEL DRIVE, 22.04 M (72.31 FT) NORTHWEST OF 12-INCH CONCRETE AF8191'DRAIN PIPE UNDER DRIVE, 21.49 M (70.51 FT) SOUTHWEST OF 10-INCH MAPLE, AF8191'35.20 M (115.49 FT) WEST-SOUTHWEST OF SOUTHWEST CORNER OF BRICK HOUSE, AF8191'AND 36.42 M (119.49 FT) SOUTHEAST OF POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8230 *********************************************************************** AF8230 DESIGNATION - MCKINNEY AF8230 PID - AF8230 AF8230 STATE/COUNTY- NC/RUTHERFORD AF8230 USGS QUAD - FINGERVILLE EAST (1993) AF8230 AF8230 *CURRENT SURVEY CONTROL AF8230 ___________________________________________________________________ AF8230* NAD 83(1986)- 35 12 06.18736(N) 081 53 24.60917(W) ADJUSTED AF8230* NAVD 88 - 241.2 (meters) 791. (feet) VERT ANG AF8230 ___________________________________________________________________ AF8230 LAPLACE CORR- -0.23 (seconds) DEFLEC99 AF8230 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8230 AF8230 HORZ ORDER - SECOND AF8230 AF8230.The North Carolina HARNS have been completed but, AF8230.due to contractual restrictions, coordinates for these stations AF8230.will NOT be published in the near future. In the interim, the AF8230.published coordinates in North Carolina will not be AF8230.consistent with the Continuously Operating Reference Stations AF8230.(CORS). The HARN coordinates for these stations are available AF8230.upon request. Contact Gary Thompson(919-733-3836). AF8230. AF8230.In addition, the published North Carolina positions AF8230.(NAD 83 (1986)) are NOT consistent with those determined in AF8230.adjacent state readjustments. The discontinuity between stations AF8230.located in North Carolina and those in adjacent states AF8230.which have been adjusted to the HARN may be as much as 5 AF8230.decimeters. This will result in a significant loss of accuracy AF8230.over lines crossing such state borders. AF8230 AF8230 AF8230.The horizontal coordinates were established by classical geodetic methods AF8230.and adjusted by the National Geodetic Survey in June 1998. AF8230 AF8230.The orthometric height was determined by vertical angle observations. AF8230 AF8230.The Laplace correction was computed from DEFLEC99 derived deflections. AF8230 AF8230.The geoid height was determined by GEOID03. AF8230 AF8230; North East Units Scale Factor Converg. AF8230;SPC NC - 164,869.548 346,482.691 MT 0.99987297 -1 40 05.2 AF8230;SPC NC - 540,909.51 1,136,751.96 sFT 0.99987297 -1 40 05.2 AF8230;UTM 17 - 3,895,776.150 418,969.332 MT 0.99968092 -0 30 47.4 AF8230 AF8230! - Elev Factor x Scale Factor = Combined Factor AF8230!SPC NC - 0.99996716 x 0.99987297 = 0.99984013 AF8230!UTM 17 - 0.99996716 x 0.99968092 = 0.99964809 AF8230 AF8230 SUPERSEDED SURVEY CONTROL AF8230 AF8230.No superseded survey control is available for this station. AF8230 AF8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1896995776(NAD 83) AF8230_MARKER: DH = HORIZONTAL CONTROL DISK AF8230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8230_STAMPING: MCKINNEY 1986 AF8230_MARK LOGO: NCGS AF8230_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8230+STABILITY: SURFACE MOTION AF8230 AF8230 HISTORY - Date Condition Report By AF8230 HISTORY - 1986 MONUMENTED NCGS AF8230 AF8230 STATION DESCRIPTION AF8230 AF8230'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AF8230'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) SOUTH-SOUTHWEST OF HARRIS, AF8230'19.3 KM (12.00 MI) SOUTH-SOUTHEAST OF RUTHERFORD. PROCEED ALONG SR AF8230'1111 FOR 5.5 KM (3.40 MI) SOUTH-SOUTHWEST OF THE SEABOARD RAILROAD AF8230'CROSSING AT HARRIS, TO SR 1112, AND INTERSECTION OF DIRT ROAD, THENCE AF8230'EAST-SOUTHEAST ALONG DIRT ROAD FOR 0.3 KM (0.20 MI) TO FORK, THENCE AF8230'SOUTHEAST ALONG RIGHT FORK FOR 0.6 KM (0.35 MI) TO FIELD, THENCE AF8230'THROUGH A FIELD FOR 0.2 KM (0.10 MI) NORTH, TO STATION NEAR AF8230'TRANSMISSION TOWER (291). MARK IS FLUSH WITH GROUND. LOCATED 17.47 M AF8230'(57.32 FT) SOUTH OF SOUTHEAST LEG OF TRANSMISSION TOWER (291), 18.2 M AF8230'(59.7 FT) SOUTH-SOUTHEAST OF SOUTHWEST LEG OF TRANSMISSION TOWER AF8230'(291), AND 38.4 M (126.0 FT) WEST OF 6-INCH DOUBLE POPLAR WITH A AF8230'REFERENCE TAG. BOWERS BROAD RIVER FARM SILO IS VISIBLE AND THE GRID AF8230'AZIMUTH IS--28-45-51.72--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.92 (meters) GEOID03 AF8199 AF8199 HORZ ORDER - SECOND AF8199 AF8199.The North 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 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). AF8199. AF8199.In addition, the published North 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 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 GEOID03. AF8199 AF8199; North East Units Scale Factor Converg. AF8199;SPC NC - 182,836.115 340,791.770 MT 0.99987444 -1 42 27.3 AF8199;SPC NC - 599,854.82 1,118,081.00 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8199!SPC NC - 0.99996130 x 0.99987444 = 0.99983574 AF8199!UTM 17 - 0.99996130 x 0.99969345 = 0.99965476 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 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AF8199_SP_SET: 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 HISTORY - 20050912 GOOD USPSQD 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. AF8199 AF8199 STATION RECOVERY (2005) AF8199 AF8199'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8199'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8189 *********************************************************************** AF8189 DESIGNATION - MELTON AF8189 PID - AF8189 AF8189 STATE/COUNTY- NC/RUTHERFORD AF8189 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8189 AF8189 *CURRENT SURVEY CONTROL AF8189 ___________________________________________________________________ AF8189* NAD 83(1986)- 35 19 39.03556(N) 081 56 57.57827(W) ADJUSTED AF8189* NAVD 88 - 311.9 (meters) 1023. (feet) VERT ANG AF8189 ___________________________________________________________________ AF8189 LAPLACE CORR- -0.34 (seconds) DEFLEC99 AF8189 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8189 AF8189 HORZ ORDER - SECOND AF8189 AF8189.The North Carolina HARNS have been completed but, AF8189.due to contractual restrictions, coordinates for these stations AF8189.will NOT be published in the near future. In the interim, the AF8189.published coordinates in North Carolina will not be AF8189.consistent with the Continuously Operating Reference Stations AF8189.(CORS). The HARN coordinates for these stations are available AF8189.upon request. Contact Gary Thompson(919-733-3836). AF8189. AF8189.In addition, the published North Carolina positions AF8189.(NAD 83 (1986)) are NOT consistent with those determined in AF8189.adjacent state readjustments. The discontinuity between stations AF8189.located in North Carolina and those in adjacent states AF8189.which have been adjusted to the HARN may be as much as 5 AF8189.decimeters. This will result in a significant loss of accuracy AF8189.over lines crossing such state borders. AF8189 AF8189 AF8189.The horizontal coordinates were established by classical geodetic methods AF8189.and adjusted by the National Geodetic Survey in June 1998. AF8189 AF8189.The orthometric height was determined by vertical angle observations. AF8189 AF8189.The Laplace correction was computed from DEFLEC99 derived deflections. AF8189 AF8189.The geoid height was determined by GEOID03. AF8189 AF8189; North East Units Scale Factor Converg. AF8189;SPC NC - 178,975.974 341,513.078 MT 0.99987346 -1 42 08.2 AF8189;SPC NC - 587,190.34 1,120,447.49 sFT 0.99987346 -1 42 08.2 AF8189;UTM 17 - 3,909,777.004 413,717.575 MT 0.99969174 -0 32 56.3 AF8189 AF8189! - Elev Factor x Scale Factor = Combined Factor AF8189!SPC NC - 0.99995605 x 0.99987346 = 0.99982952 AF8189!UTM 17 - 0.99995605 x 0.99969174 = 0.99964780 AF8189 AF8189 SUPERSEDED SURVEY CONTROL AF8189 AF8189.No superseded survey control is available for this station. AF8189 AF8189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1371809777(NAD 83) AF8189_MARKER: DE = TRAVERSE STATION DISK AF8189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8189_STAMPING: MELTON 1985 AF8189_MARK LOGO: NCGS AF8189_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8189+STABILITY: SURFACE MOTION AF8189 AF8189 HISTORY - Date Condition Report By AF8189 HISTORY - 1985 MONUMENTED NCGS AF8189 AF8189 STATION DESCRIPTION AF8189 AF8189'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8189'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTH-SOUTHWEST OF SPINDALE, AF8189'AND 4.5 KM (2.80 MI) SOUTH-SOUTHEAST OF RUTHERFORDTON. ALONG US 221 AF8189'FOR 4.8 KM (3.00 MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION AF8189'IN RUTHERFORDTON, OR 1.35 KM (0.85 MI) WEST-NORTHWEST OF SR 2194, AT AF8189'BLOCK BUILDING. MARK IS 1-FOOT LOWER THAN US 221. LOCATED 4.72 M AF8189'(15.49 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 221, 3.05 M (10.01 AF8189'FT) NORTHWEST OF 24-INCH CORRUGATED METAL PIPE, 15.97 M (52.39 FT) AF8189'NORTH-NORTHEAST OF NORTHEAST CORNER OF CONCRETE BLOCK BARN TYPE AF8189'BUILDING, 22.74 M (74.61 FT) EAST-NORTHEAST OF NORTHWEST CORNER OF AF8189'CONCRETE BLOCK BARN TYPE BUILDING, AND 28.16 M (92.39 FT) NORTH OF A AF8189'40-INCH WHITE OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.92 (meters) GEOID03 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 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 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). FA1353. FA1353.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1353;SPC NC - 183,259.741 340,508.498 MT 0.99987457 -1 42 34.0 FA1353;SPC NC - 601,244.67 1,117,151.63 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1353!SPC NC - 0.99996060 x 0.99987457 = 0.99983518 FA1353!UTM 17 - 0.99996060 x 0.99969408 = 0.99965469 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 NAVD 88 (06/09/98) 282.93 (m) 928.2 (f) LEVELING 3 FA1353 NGVD 29 (??/??/92) 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_SP_SET: 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 HISTORY - 20050220 GOOD GEOCAC FA1353 HISTORY - 20050912 POOR USPSQD 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. FA1353 FA1353 STATION RECOVERY (2005) FA1353 FA1353'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FA1353'RECOVERED AS DESCRIBED, EXCEPT HOUSE HAS BEEN RE-NUMBERED AS 170 SOUTH FA1353'MITCHELL STREET (INSTEAD OF HOUSE NO. 214). REF TAGS ON TWO POWER FA1353'POLES OKAY. MONUMENT LEANING VERY SLIGHTLY TOWARD WEST. FA1353 FA1353 STATION RECOVERY (2005) FA1353 FA1353'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA1353'ADDITIONAL INFORMATION FA1353'STATION LOCATED IN FRONT OF HOUSE NUMBER 170 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8205 *********************************************************************** AF8205 DESIGNATION - MITCHELL HUB AF8205 PID - AF8205 AF8205 STATE/COUNTY- NC/RUTHERFORD AF8205 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8205 AF8205 *CURRENT SURVEY CONTROL AF8205 ___________________________________________________________________ AF8205* NAD 83(1986)- 35 21 57.27614(N) 081 57 37.22762(W) ADJUSTED AF8205* NAVD 88 - 276.2 (meters) 906. (feet) VERT ANG AF8205 ___________________________________________________________________ AF8205 LAPLACE CORR- -0.71 (seconds) DEFLEC99 AF8205 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8205 AF8205 HORZ ORDER - SECOND AF8205 AF8205.The North Carolina HARNS have been completed but, AF8205.due to contractual restrictions, coordinates for these stations AF8205.will NOT be published in the near future. In the interim, the AF8205.published coordinates in North Carolina will not be AF8205.consistent with the Continuously Operating Reference Stations AF8205.(CORS). The HARN coordinates for these stations are available AF8205.upon request. Contact Gary Thompson(919-733-3836). AF8205. AF8205.In addition, the published North Carolina positions AF8205.(NAD 83 (1986)) are NOT consistent with those determined in AF8205.adjacent state readjustments. The discontinuity between stations AF8205.located in North Carolina and those in adjacent states AF8205.which have been adjusted to the HARN may be as much as 5 AF8205.decimeters. This will result in a significant loss of accuracy AF8205.over lines crossing such state borders. AF8205 AF8205 AF8205.The horizontal coordinates were established by classical geodetic methods AF8205.and adjusted by the National Geodetic Survey in June 1998. AF8205 AF8205.The orthometric height was determined by vertical angle observations. AF8205 AF8205.The Laplace correction was computed from DEFLEC99 derived deflections. AF8205 AF8205.The geoid height was determined by GEOID03. AF8205 AF8205; North East Units Scale Factor Converg. AF8205;SPC NC - 183,263.722 340,639.263 MT 0.99987457 -1 42 31.0 AF8205;SPC NC - 601,257.73 1,117,580.65 sFT 0.99987457 -1 42 31.0 AF8205;UTM 17 - 3,914,045.527 412,757.831 MT 0.99969380 -0 33 21.2 AF8205 AF8205! - Elev Factor x Scale Factor = Combined Factor AF8205!SPC NC - 0.99996165 x 0.99987457 = 0.99983623 AF8205!UTM 17 - 0.99996165 x 0.99969380 = 0.99965547 AF8205 AF8205 SUPERSEDED SURVEY CONTROL AF8205 AF8205.No superseded survey control is available for this station. AF8205 AF8205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1275814046(NAD 83) AF8205_MARKER: N = NAIL AF8205_SETTING: 2 = OBJECT DRIVEN INTO GROUND AF8205_MAGNETIC: O = OTHER; SEE DESCRIPTION AF8205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF8205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF8205+SATELLITE: SATELLITE OBSERVATIONS - 1985 AF8205 AF8205 HISTORY - Date Condition Report By AF8205 HISTORY - 1985 MONUMENTED NCGS AF8205 HISTORY - 20050912 MARK NOT FOUND USPSQD AF8205 AF8205 STATION DESCRIPTION AF8205 AF8205'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8205'STATION IS LOCATED IN RUTHERFORDTON. ALONG US 74 BUSINESS FOR 0.1 MI AF8205'(0.2 KM) NORTHWEST FROM US 221 TO MITCHELL STREET AND THE STATION, AF8205'ABOUT 400-FEET SOUTHWEST. AF8205 AF8205 STATION RECOVERY (2005) AF8205 AF8205'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) AF8205'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8249 *********************************************************************** AF8249 DESIGNATION - MONROE AF8249 PID - AF8249 AF8249 STATE/COUNTY- NC/RUTHERFORD AF8249 USGS QUAD - SUNSHINE (1965) AF8249 AF8249 *CURRENT SURVEY CONTROL AF8249 ___________________________________________________________________ AF8249* NAD 83(1986)- 35 29 58.10941(N) 081 51 53.39165(W) ADJUSTED AF8249* NAVD 88 - 316.0 (meters) 1037. (feet) VERT ANG AF8249 ___________________________________________________________________ AF8249 LAPLACE CORR- -0.25 (seconds) DEFLEC99 AF8249 GEOID HEIGHT- -31.89 (meters) GEOID03 AF8249 AF8249 HORZ ORDER - SECOND AF8249 AF8249.The North Carolina HARNS have been completed but, AF8249.due to contractual restrictions, coordinates for these stations AF8249.will NOT be published in the near future. In the interim, the AF8249.published coordinates in North Carolina will not be AF8249.consistent with the Continuously Operating Reference Stations AF8249.(CORS). The HARN coordinates for these stations are available AF8249.upon request. Contact Gary Thompson(919-733-3836). AF8249. AF8249.In addition, the published North Carolina positions AF8249.(NAD 83 (1986)) are NOT consistent with those determined in AF8249.adjacent state readjustments. The discontinuity between stations AF8249.located in North Carolina and those in adjacent states AF8249.which have been adjusted to the HARN may be as much as 5 AF8249.decimeters. This will result in a significant loss of accuracy AF8249.over lines crossing such state borders. AF8249 AF8249 AF8249.The horizontal coordinates were established by classical geodetic methods AF8249.and adjusted by the National Geodetic Survey in June 1998. AF8249 AF8249.The orthometric height was determined by vertical angle observations. AF8249 AF8249.The Laplace correction was computed from DEFLEC99 derived deflections. AF8249 AF8249.The geoid height was determined by GEOID03. AF8249 AF8249; North East Units Scale Factor Converg. AF8249;SPC NC - 197,819.957 349,741.923 MT 0.99988190 -1 39 12.6 AF8249;SPC NC - 649,014.31 1,147,444.96 sFT 0.99988190 -1 39 12.6 AF8249;UTM 17 - 3,928,778.977 421,564.306 MT 0.99967581 -0 30 08.0 AF8249 AF8249! - Elev Factor x Scale Factor = Combined Factor AF8249!SPC NC - 0.99995540 x 0.99988190 = 0.99983731 AF8249!UTM 17 - 0.99995540 x 0.99967581 = 0.99963123 AF8249 AF8249 SUPERSEDED SURVEY CONTROL AF8249 AF8249.No superseded survey control is available for this station. AF8249 AF8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2156428779(NAD 83) AF8249_MARKER: DE = TRAVERSE STATION DISK AF8249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8249_STAMPING: MONROE 1983 AF8249_MARK LOGO: NCGS AF8249_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8249+STABILITY: SURFACE MOTION AF8249 AF8249 HISTORY - Date Condition Report By AF8249 HISTORY - 1983 MONUMENTED NCGS AF8249 AF8249 STATION DESCRIPTION AF8249 AF8249'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8249'STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) NORTHWEST OF LANES STORE AF8249'AND 16.9 KM (10.50 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR AF8249'10.9 KM (6.75 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.88 AF8249'KM (0.55 MI) SOUTHWEST OF SR 1701, IN WEST SHOULDER. MARK IS RECESSED AF8249'4 INCHES BELOW GROUND AND IS 2-FEET LOWER THAN US 64. LOCATED 6.43 M AF8249'(21.10 FT) WEST-NORTHWEST OF THE CENTERLINE OF US 64, 36.15 M (118.60 AF8249'FT) NORTH-NORTHEAST OF MAIL BOX POST, 17.37 M (56.99 FT) SOUTHWEST AF8249'OF INTERSECTION OF US 64 AND GRAVEL DRIVE TO BRICK AND FRAME AF8249'HOUSE--AND 5.27 M (17.29 FT) SOUTH OF TELEPHONE POLE AND PEDESTAL, AF8249'18.56 M (60.89 FT) WEST OF POWER POLE ACROSS ROAD--BOTH WITH AF8249'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2699 *********************************************************************** FB2699 DESIGNATION - MONTFORD COVE FB2699 PID - FB2699 FB2699 STATE/COUNTY- NC/RUTHERFORD FB2699 USGS QUAD - SUGAR HILL (1985) FB2699 FB2699 *CURRENT SURVEY CONTROL FB2699 ___________________________________________________________________ FB2699* NAD 83(1986)- 35 31 28.23626(N) 082 05 33.79959(W) ADJUSTED FB2699* NAVD 88 - 385.8 (meters) 1266. (feet) VERTCON FB2699 ___________________________________________________________________ FB2699 LAPLACE CORR- -5.36 (seconds) DEFLEC99 FB2699 GEOID HEIGHT- -31.49 (meters) GEOID03 FB2699 FB2699 HORZ ORDER - SECOND FB2699 FB2699.The North Carolina HARNS have been completed but, FB2699.due to contractual restrictions, coordinates for these stations FB2699.will NOT be published in the near future. In the interim, the FB2699.published coordinates in North Carolina will not be FB2699.consistent with the Continuously Operating Reference Stations FB2699.(CORS). The HARN coordinates for these stations are available FB2699.upon request. Contact Gary Thompson(919-733-3836). FB2699. FB2699.In addition, the published North Carolina positions FB2699.(NAD 83 (1986)) are NOT consistent with those determined in FB2699.adjacent state readjustments. The discontinuity between stations FB2699.located in North Carolina and those in adjacent states FB2699.which have been adjusted to the HARN may be as much as 5 FB2699.decimeters. This will result in a significant loss of accuracy FB2699.over lines crossing such state borders. FB2699 FB2699 FB2699.The horizontal coordinates were established by classical geodetic methods FB2699.and adjusted by the National Geodetic Survey in July 1986. FB2699 FB2699.The NAVD 88 height was computed by applying the VERTCON shift value to FB2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2699 FB2699.The Laplace correction was computed from DEFLEC99 derived deflections. FB2699 FB2699.The geoid height was determined by GEOID03. FB2699 FB2699; North East Units Scale Factor Converg. FB2699;SPC NC - 201,216.213 329,163.634 MT 0.99988388 -1 47 06.1 FB2699;SPC NC - 660,156.86 1,079,931.02 sFT 0.99988388 -1 47 06.1 FB2699;UTM 17 - 3,931,760.749 400,925.791 MT 0.99972096 -0 38 05.9 FB2699 FB2699! - Elev Factor x Scale Factor = Combined Factor FB2699!SPC NC - 0.99994440 x 0.99988388 = 0.99982828 FB2699!UTM 17 - 0.99994440 x 0.99972096 = 0.99966537 FB2699 FB2699: Primary Azimuth Mark Grid Az FB2699:SPC NC - PINNACLE RM 2 080 18 10.5 FB2699:UTM 17 - PINNACLE RM 2 079 09 10.3 FB2699 FB2699|---------------------------------------------------------------------| FB2699| PID Reference Object Distance Geod. Az | FB2699| dddmmss.s | FB2699| FB2698 PINNACLE RM 2 APPROX. 4.8 KM 0783104.4 | FB2699|---------------------------------------------------------------------| FB2699 FB2699 SUPERSEDED SURVEY CONTROL FB2699 FB2699 NAD 27 - 35 31 27.79538(N) 082 05 34.41423(W) AD( ) 2 FB2699 NGVD 29 (07/19/86) 385.9 (m) 1266. (f) VERT ANG FB2699 FB2699.Superseded values are not recommended for survey control. FB2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2699.See file dsdata.txt to determine how the superseded data were derived. FB2699 FB2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0092631761(NAD 83) FB2699_MARKER: DE = TRAVERSE STATION DISK FB2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2699_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2699_STAMPING: MONTFORD COVE 1973 FB2699_MARK LOGO: NCGS FB2699_MAGNETIC: N = NO MAGNETIC MATERIAL FB2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2699+STABILITY: SURFACE MOTION FB2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB2699+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004 FB2699 FB2699 HISTORY - Date Condition Report By FB2699 HISTORY - 1973 MONUMENTED NCGS FB2699 HISTORY - 19900524 GOOD NCGS FB2699 HISTORY - 20040318 GOOD USPSQD FB2699 FB2699 STATION DESCRIPTION FB2699 FB2699'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2699'MONTFORD COVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FB2699'IN THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2699' FB2699'MONTFORD COVE IS LOCATED APPROXIMATELY 9.3 MILES (AIR MILES) NE OF FB2699'LAKE LURE POST OFFICE, AND 13.0 MILES NW OF RUTHERFORDTON. TO REACH FB2699'STATION FROM THE INTERSECTION OF US 64 AND 74 WITH SR 1001 WEST OF FB2699'RUTHERFORDTON, PROCEED NORTHWESTERLY ALONG SR 1001 FOR 9.0 MILES FB2699'TO MONTFORD COVE CHURCH ON RIGHT, 0.3 MILES SOUTH OF WHITEHOUSE FB2699'CROSSROADS COMMUNITY, AND STATION APPROXIMATELY 40 FEET WEST FB2699'OF TOP OF HILL IN CEMETERY BEHIND CHURCH APPROXIMATELY 120 FEET FB2699'ESE OF THE SE CORNER OF THE ADDITION ON THE BACK OF THE CHURCH FB2699'BUILDING, AND AT THE NW CORNER OF GRANITE WALL AROUND J. H. AND EMMA FB2699'HENSLEY GRAVE LOT. FB2699' FB2699'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED MONTFORD FB2699'COVE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FB2699'IS FLUSH WITH THE SURFACE OF THE GROUND. FB2699' FB2699'MARK IS FB2699'0.5 FEET NNW OF THE GRANITE WALL. FB2699'3.6 FEET N OF THE NW CORNER OF BASE OF HENSLEY HEADSTONE. FB2699'11.6 FEET SE OF THE SE CORNER OF BASE OF FLYNN HEADSTONE. FB2699 FB2699 STATION RECOVERY (1990) FB2699 FB2699'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) FB2699'RECOVERED AS DESCRIBED. FB2699 FB2699 STATION RECOVERY (2004) FB2699 FB2699'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB) FB2699'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8238 *********************************************************************** AF8238 DESIGNATION - MOORE AF8238 PID - AF8238 AF8238 STATE/COUNTY- NC/RUTHERFORD AF8238 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8238 AF8238 *CURRENT SURVEY CONTROL AF8238 ___________________________________________________________________ AF8238* NAD 83(1986)- 35 26 10.08506(N) 081 55 35.56774(W) ADJUSTED AF8238* NAVD 88 - 343.6 (meters) 1127. (feet) VERT ANG AF8238 ___________________________________________________________________ AF8238 LAPLACE CORR- -1.27 (seconds) DEFLEC99 AF8238 GEOID HEIGHT- -31.91 (meters) GEOID03 AF8238 AF8238 HORZ ORDER - SECOND AF8238 AF8238.The North Carolina HARNS have been completed but, AF8238.due to contractual restrictions, coordinates for these stations AF8238.will NOT be published in the near future. In the interim, the AF8238.published coordinates in North Carolina will not be AF8238.consistent with the Continuously Operating Reference Stations AF8238.(CORS). The HARN coordinates for these stations are available AF8238.upon request. Contact Gary Thompson(919-733-3836). AF8238. AF8238.In addition, the published North Carolina positions AF8238.(NAD 83 (1986)) are NOT consistent with those determined in AF8238.adjacent state readjustments. The discontinuity between stations AF8238.located in North Carolina and those in adjacent states AF8238.which have been adjusted to the HARN may be as much as 5 AF8238.decimeters. This will result in a significant loss of accuracy AF8238.over lines crossing such state borders. AF8238 AF8238 AF8238.The horizontal coordinates were established by classical geodetic methods AF8238.and adjusted by the National Geodetic Survey in June 1998. AF8238 AF8238.The orthometric height was determined by vertical angle observations. AF8238 AF8238.The Laplace correction was computed from DEFLEC99 derived deflections. AF8238 AF8238.The geoid height was determined by GEOID03. AF8238 AF8238; North East Units Scale Factor Converg. AF8238;SPC NC - 190,959.617 343,938.392 MT 0.99987775 -1 41 20.8 AF8238;SPC NC - 626,506.68 1,128,404.54 sFT 0.99987775 -1 41 20.8 AF8238;UTM 17 - 3,921,804.771 415,900.943 MT 0.99968716 -0 32 14.1 AF8238 AF8238! - Elev Factor x Scale Factor = Combined Factor AF8238!SPC NC - 0.99995109 x 0.99987775 = 0.99982884 AF8238!UTM 17 - 0.99995109 x 0.99968716 = 0.99963826 AF8238 AF8238 SUPERSEDED SURVEY CONTROL AF8238 AF8238.No superseded survey control is available for this station. AF8238 AF8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1590121805(NAD 83) AF8238_MARKER: DE = TRAVERSE STATION DISK AF8238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8238_STAMPING: MOORE 1983 AF8238_MARK LOGO: NCGS AF8238_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8238+STABILITY: SURFACE MOTION AF8238 AF8238 HISTORY - Date Condition Report By AF8238 HISTORY - 1983 MONUMENTED NCGS AF8238 AF8238 STATION DESCRIPTION AF8238 AF8238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8238'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTHWEST OF MT. VERNON AND AF8238'8.0 KM (4.95 MI) NORTH-NORTHEAST OF RUTHERFORDTON. PROCEED ALONG SR AF8238'1510 FOR 3.5 KM (2.15 MI) NORTHWEST OF US 64 AT MT. VERNON, TO SR AF8238'1524 AND GRAVEL DRIVE, THENCE SOUTH ALONG GRAVEL DRIVE FOR 0.2 KM AF8238'(0.10 MI) TO STATION AT EDGE OF FIELD. MARK IS FLUSH WITH GROUND AND AF8238'2-FEET HIGHER THAN GRAVEL ROAD. LOCATED 5.09 M (16.70 FT) AF8238'NORTH-NORTHEAST OF THE CENTERLINE OF GRAVEL ROAD, 69.34 M (227.49 FT) AF8238'SOUTH-SOUTHWEST OF CENTERLINE OF SR 1510, 59.13 M (194.00 FT) AF8238'WEST-NORTHWEST OF 4-INCH WILLOW IN CIRCLE OF DRIVE, 18.74 M (61.48 FT) AF8238'WEST-SOUTHWEST OF 6-INCH TWIN DOGWOOD, 34.56 M (113.39 FT) AF8238'EAST-SOUTHEAST OF 3-INCH BLACK WALNUT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1343 *********************************************************************** FA1343 DESIGNATION - MT VERNON FA1343 PID - FA1343 FA1343 STATE/COUNTY- NC/RUTHERFORD FA1343 USGS QUAD - RUTHERFORDTON NORTH (1993) FA1343 FA1343 *CURRENT SURVEY CONTROL FA1343 ___________________________________________________________________ FA1343* NAD 83(1986)- 35 24 54.71778(N) 081 55 11.49062(W) ADJUSTED FA1343* NAVD 88 - 326.628 (meters) 1071.61 (feet) ADJUSTED FA1343 ___________________________________________________________________ FA1343 LAPLACE CORR- -0.97 (seconds) DEFLEC99 FA1343 GEOID HEIGHT- -31.92 (meters) GEOID03 FA1343 DYNAMIC HT - 326.307 (meters) 1070.56 (feet) COMP FA1343 MODELED GRAV- 979,642.5 (mgal) NAVD 88 FA1343 FA1343 HORZ ORDER - SECOND FA1343 VERT ORDER - SECOND CLASS II FA1343 FA1343.The North Carolina HARNS have been completed but, FA1343.due to contractual restrictions, coordinates for these stations FA1343.will NOT be published in the near future. In the interim, the FA1343.published coordinates in North Carolina will not be FA1343.consistent with the Continuously Operating Reference Stations FA1343.(CORS). The HARN coordinates for these stations are available FA1343.upon request. Contact Gary Thompson(919-733-3836). FA1343. FA1343.In addition, the published North Carolina positions FA1343.(NAD 83 (1986)) are NOT consistent with those determined in FA1343.adjacent state readjustments. The discontinuity between stations FA1343.located in North Carolina and those in adjacent states FA1343.which have been adjusted to the HARN may be as much as 5 FA1343.decimeters. This will result in a significant loss of accuracy FA1343.over lines crossing such state borders. FA1343 FA1343 FA1343.The horizontal coordinates were established by classical geodetic methods FA1343.and adjusted by the National Geodetic Survey in June 1998. FA1343 FA1343.The orthometric height was determined by differential leveling FA1343.and adjusted by the National Geodetic Survey in June 1991. FA1343 FA1343.The Laplace correction was computed from DEFLEC99 derived deflections. FA1343 FA1343.The geoid height was determined by GEOID03. FA1343 FA1343.The dynamic height is computed by dividing the NAVD 88 FA1343.geopotential number by the normal gravity value computed on the FA1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1343.degrees latitude (g = 980.6199 gals.). FA1343 FA1343.The modeled gravity was interpolated from observed gravity values. FA1343 FA1343; North East Units Scale Factor Converg. FA1343;SPC NC - 188,620.285 344,477.039 MT 0.99987664 -1 41 06.9 FA1343;SPC NC - 618,831.72 1,130,171.75 sFT 0.99987664 -1 41 06.9 FA1343;UTM 17 - 3,919,477.185 416,486.403 MT 0.99968595 -0 31 59.1 FA1343 FA1343! - Elev Factor x Scale Factor = Combined Factor FA1343!SPC NC - 0.99995374 x 0.99987664 = 0.99983039 FA1343!UTM 17 - 0.99995374 x 0.99968595 = 0.99963971 FA1343 FA1343: Primary Azimuth Mark Grid Az FA1343:SPC NC - STONE 337 57 28.4 FA1343:UTM 17 - STONE 336 48 20.6 FA1343 FA1343|---------------------------------------------------------------------| FA1343| PID Reference Object Distance Geod. Az | FA1343| dddmmss.s | FA1343| FA3338 STONE APPROX. 1.4 KM 3361621.5 | FA1343|---------------------------------------------------------------------| FA1343 FA1343 SUPERSEDED SURVEY CONTROL FA1343 FA1343 NAD 83(1986)- 35 24 54.71943(N) 081 55 11.49832(W) AD( ) 2 FA1343 NAD 27 - 35 24 54.26677(N) 081 55 12.13590(W) AD( ) 2 FA1343 NAVD 88 (06/09/98) 326.63 (m) 1071.6 (f) LEVELING 3 FA1343 NGVD 29 (??/??/92) 326.886 (m) 1072.46 (f) ADJ UNCH 2 2 FA1343 FA1343.Superseded values are not recommended for survey control. FA1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1343.See file dsdata.txt to determine how the superseded data were derived. FA1343 FA1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1648619477(NAD 83) FA1343_MARKER: DE = TRAVERSE STATION DISK FA1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1343_STAMPING: MT VERNON 1972 FA1343_MARK LOGO: NCGS FA1343_MAGNETIC: N = NO MAGNETIC MATERIAL FA1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1343+STABILITY: SURFACE MOTION FA1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1343+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1996 FA1343 FA1343 HISTORY - Date Condition Report By FA1343 HISTORY - 1972 MONUMENTED NCGS FA1343 HISTORY - 19731001 GOOD NCGS FA1343 HISTORY - 19830101 GOOD NCGS FA1343 HISTORY - 19960508 GOOD NCGS FA1343 HISTORY - 19961030 GOOD USPSQD FA1343 FA1343 STATION DESCRIPTION FA1343 FA1343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1343'MT. VERNON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA1343'THE VICINITY OF MT. VERNON, NORTH CAROLINA. FA1343' FA1343'MT. VERNON IS LOCATED APPROXIMATELY 0.4 MILE WEST OF MT. VERNON FA1343'CROSSROADS, AND 2.8 MILES NE OF RUTH. TO REACH STATION FROM FA1343'INTERSECTION OF US 64 WITH US 74 BY-PASS IN RUTH, PROCEED NE ALONG FA1343'US 64 FOR 2.65 MILES TO INTERSECTION WITH SR 1522 (WESTERN END OF FA1343'LOOP ROAD), THENCE NE ALONG SR 1522 FOR 0.3 MILE TO TRANSMISSION FA1343'CROSSING AND STATION APPROXIMATELY 300 FEET NORTH ALONG FA1343'TRANSMISSION LINE (AT CREST), NEAR TRANSMISSION TOWER NO. 52. FA1343'(NOTE--MARK WAS SET SLIGHTLY LEANING NE). FA1343' FA1343'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED MT. FA1343'VERNON 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FA1343'IS FLUSH WITH THE GROUND. FA1343' FA1343'MARK IS FA1343'10.4 FEET N OF C/L OF WOODS ROAD. FA1343'36.1 FEET NE OF NE LEG OF TOWER. FA1343'43.0 FEET NE OF SE LEG OF TOWER. FA1343'9.2 FEET WNW OF 8 INCH PINE W/ALUMINUM REF. TAG. FA1343'10.6 FEET WSW OF 8 INCH OAK W/ALUMINUM REF. TAG. FA1343 FA1343 STATION RECOVERY (1973) FA1343 FA1343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1343'3.8 MI NE OF RUTHERFORDTON. FA1343'TO REACH STATION FROM THE US 64 OVERPASS OF US 221 IN RUTHERFORDTON, FA1343'PROCEED NORTHEAST ALONG US 64 FOR 3.15 MI (5.07 KM) TO INTERSECTION FA1343'WITH SR 1522 (WESTERN END OF LOOP ROAD), THENCE NORTHEAST ALONG SR FA1343'1522 FOR 0.3 MI (0.5 KM) TO TRANSMISSION CROSSING AND STATION FA1343'APPROXIMATELY 300 FT (91.4 M) NORTH ALONG TRANSMISSION LINE (AT FA1343'CREST), NEAR TRANSMISSION TOWER NUMBER 52. (NOTE--MARK WAS SET FA1343'SLIGHTLY LEANING NORTHEAST.) STATION IS 10.4 FT (3.2 M) NORTH OF FA1343'CENTER LINE OF WOODS ROAD, 36.1 FT (11.0 M) NORTHEAST OF NORTHEAST LEG FA1343'OF TOWER, 43.0 FT (13.1 M) NORTHEAST OF SOUTHEAST LEG OF TOWER, 9.2 FT FA1343'(2.8 M) WEST-NORTHWEST OF 8-INCH PINE WITH ALUMINUM REF. TAG AND 10.6 FA1343'FT (3.2 M) WEST-SOUTHWEST OF 8-INCH OAK WITH ALUMINUM REF. TAG. DISK FA1343'IS SET IN CONCRETE CYLINDER, FLUSH WITH GROUND. FA1343 FA1343 STATION RECOVERY (1983) FA1343 FA1343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1343'RECOVERED AS DESCRIBED. FA1343 FA1343 STATION RECOVERY (1996) FA1343 FA1343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA1343'RECOVERED AS DESCRIBED. FA1343 FA1343 STATION RECOVERY (1996) FA1343 FA1343'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1343'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3345 *********************************************************************** FA3345 DESIGNATION - NANNY FA3345 PID - FA3345 FA3345 STATE/COUNTY- NC/RUTHERFORD FA3345 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3345 FA3345 *CURRENT SURVEY CONTROL FA3345 ___________________________________________________________________ FA3345* NAD 83(1986)- 35 29 20.45521(N) 081 58 46.71333(W) ADJUSTED FA3345* NAVD 88 - 345.7 (meters) 1134. (feet) VERT ANG FA3345 ___________________________________________________________________ FA3345 LAPLACE CORR- -2.20 (seconds) DEFLEC99 FA3345 GEOID HEIGHT- -31.80 (meters) GEOID03 FA3345 FA3345 HORZ ORDER - SECOND FA3345 FA3345.The North Carolina HARNS have been completed but, FA3345.due to contractual restrictions, coordinates for these stations FA3345.will NOT be published in the near future. In the interim, the FA3345.published coordinates in North Carolina will not be FA3345.consistent with the Continuously Operating Reference Stations FA3345.(CORS). The HARN coordinates for these stations are available FA3345.upon request. Contact Gary Thompson(919-733-3836). FA3345. FA3345.In addition, the published North Carolina positions FA3345.(NAD 83 (1986)) are NOT consistent with those determined in FA3345.adjacent state readjustments. The discontinuity between stations FA3345.located in North Carolina and those in adjacent states FA3345.which have been adjusted to the HARN may be as much as 5 FA3345.decimeters. This will result in a significant loss of accuracy FA3345.over lines crossing such state borders. FA3345 FA3345 FA3345.The horizontal coordinates were established by classical geodetic methods FA3345.and adjusted by the National Geodetic Survey in June 1998. FA3345 FA3345.The orthometric height was determined by vertical angle observations. FA3345 FA3345.The Laplace correction was computed from DEFLEC99 derived deflections. FA3345 FA3345.The geoid height was determined by GEOID03. FA3345 FA3345; North East Units Scale Factor Converg. FA3345;SPC NC - 196,966.702 339,295.991 MT 0.99988113 -1 43 11.1 FA3345;SPC NC - 646,214.92 1,113,173.60 sFT 0.99988113 -1 43 11.1 FA3345;UTM 17 - 3,927,716.246 411,139.659 MT 0.99969730 -0 34 07.6 FA3345 FA3345! - Elev Factor x Scale Factor = Combined Factor FA3345!SPC NC - 0.99995073 x 0.99988113 = 0.99983187 FA3345!UTM 17 - 0.99995073 x 0.99969730 = 0.99964805 FA3345 FA3345: Primary Azimuth Mark Grid Az FA3345:SPC NC - BAYNARD 189 19 47.4 FA3345:UTM 17 - BAYNARD 188 10 43.9 FA3345 FA3345|---------------------------------------------------------------------| FA3345| PID Reference Object Distance Geod. Az | FA3345| dddmmss.s | FA3345| FA3350 BAYNARD APPROX. 1.1 KM 1873636.3 | FA3345|---------------------------------------------------------------------| FA3345 FA3345 SUPERSEDED SURVEY CONTROL FA3345 FA3345 NAD 83(1986)- 35 29 20.45803(N) 081 58 46.71957(W) AD( ) 2 FA3345 NAD 27 - 35 29 20.00878(N) 081 58 47.35141(W) AD( ) 2 FA3345 NGVD 29 (07/19/86) 345.9 (m) 1135. (f) VERT ANG FA3345 FA3345.Superseded values are not recommended for survey control. FA3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3345.See file dsdata.txt to determine how the superseded data were derived. FA3345 FA3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1114027716(NAD 83) FA3345_MARKER: DE = TRAVERSE STATION DISK FA3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3345_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3345_STAMPING: NANNY 1972 FA3345_MARK LOGO: NCGS FA3345_MAGNETIC: N = NO MAGNETIC MATERIAL FA3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3345+STABILITY: SURFACE MOTION FA3345 FA3345 HISTORY - Date Condition Report By FA3345 HISTORY - 1972 MONUMENTED NCGS FA3345 HISTORY - 19830101 GOOD NCGS FA3345 HISTORY - 1988 GOOD USPSQD FA3345 HISTORY - 19960418 MARK NOT FOUND NCGS FA3345 FA3345 STATION DESCRIPTION FA3345 FA3345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3345'NANNY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3345'VICINITY OF UNION MILLS, NORTH CAROLINA. FA3345' FA3345'NANNY IS LOCATED APPROXIMATELY 1.0 MILE WEST OF UNION MILLS, AND 8.4 FA3345'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64-US 74 FA3345'(BY-PASS) BRIDGE OVER US 221, IN NORTH RUTHERFORDTON, PROCEED NORTH FA3345'ALONG US 221 FOR 7.8 MILES TO SR 1325 (WEST) NANNY TOWN ROAD AND FA3345'STATION IN SW QUAD. AND APPROXIMATELY 80 FEET ENE OF FRAME FA3345'DWELLING. FA3345' FA3345'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED NANNY FA3345'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3345'6 INCHES BELOW THE SURFACE OF THE GROUND. FA3345' FA3345'MARK IS FA3345'23.6 FEET W OF A C/L OF US 221. FA3345'37.6 FEET SSW OF A C/L OF SR 1325. FA3345'3.8 FEET N OF A NORTH GUARD RAIL POST. FA3345'7.2 FEET SSW OF A STOP SIGN POST W/ALUMINUM REF. TAG. FA3345'71.5 FEET NW OF A TELEPHONE SERVICE BOX. FA3345 FA3345 STATION RECOVERY (1983) FA3345 FA3345'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3345'RECOVERED AS DESCRIBED. FA3345 FA3345 STATION RECOVERY (1988) FA3345 FA3345'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) FA3345'RECOVERED IN GOOD CONDITION. FA3345 FA3345 STATION RECOVERY (1996) FA3345 FA3345'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3345'MARK SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1351 *********************************************************************** FA1351 DESIGNATION - NORTH MAGNETIC MARK FA1351 PID - FA1351 FA1351 STATE/COUNTY- NC/RUTHERFORD FA1351 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1351 FA1351 *CURRENT SURVEY CONTROL FA1351 ___________________________________________________________________ FA1351* NAD 83(1986)- 35 22 05. (N) 081 57 27. (W) SCALED FA1351* NAVD 88 - 288.673 (meters) 947.09 (feet) ADJUSTED FA1351 ___________________________________________________________________ FA1351 GEOID HEIGHT- -31.92 (meters) GEOID03 FA1351 DYNAMIC HT - 288.386 (meters) 946.15 (feet) COMP FA1351 MODELED GRAV- 979,631.5 (mgal) NAVD 88 FA1351 FA1351 VERT ORDER - SECOND CLASS II FA1351 FA1351.The horizontal coordinates were scaled from a topographic map and have FA1351.an estimated accuracy of +/- 6 seconds. FA1351 FA1351.The orthometric height was determined by differential leveling FA1351.and adjusted by the National Geodetic Survey in June 1991. FA1351 FA1351.The geoid height was determined by GEOID03. FA1351 FA1351.The dynamic height is computed by dividing the NAVD 88 FA1351.geopotential number by the normal gravity value computed on the FA1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1351.degrees latitude (g = 980.6199 gals.). FA1351 FA1351.The modeled gravity was interpolated from observed gravity values. FA1351 FA1351; North East Units Estimated Accuracy FA1351;SPC NC - 183,490. 340,900. MT (+/- 180 meters Scaled) FA1351 FA1351 SUPERSEDED SURVEY CONTROL FA1351 FA1351 NGVD 29 (??/??/92) 288.925 (m) 947.91 (f) ADJ UNCH 2 2 FA1351 FA1351.Superseded values are not recommended for survey control. FA1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1351.See file dsdata.txt to determine how the superseded data were derived. FA1351 FA1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV130142(NAD 83) FA1351_MARKER: DM = MAGNETIC STATION DISK FA1351_SETTING: 0 = UNSPECIFIED SETTING FA1351_SP_SET: GRANITE POST FA1351_STAMPING: NCGS - USGS 1899 FA1351_MARK LOGO: USGS FA1351_MAGNETIC: N = NO MAGNETIC MATERIAL FA1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FA1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1351+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005 FA1351 FA1351 HISTORY - Date Condition Report By FA1351 HISTORY - 1899 MONUMENTED USGS FA1351 HISTORY - 19731101 GOOD NCGS FA1351 HISTORY - 20050220 GOOD GEOCAC FA1351 HISTORY - 20050912 GOOD USPSQD FA1351 FA1351 STATION DESCRIPTION FA1351 FA1351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1351'IN RUTHERFORDTON. FA1351'STATION IS LOCATED BEHIND (WEST OF) THE COURTHOUSE IN THE NORTH YARD FA1351'OF THE RUTHERFORDTON COUNTY HEALTH CENTER. 39.9 FEET SOUTH OF FA1351'CENTERLINE OF WEST 3RD STREET, 30.5 FEET NORTH OF NORTH ENTRANCE DOOR FA1351'TO HEALTH CENTER, 2.0 FEET WEST OF WEST EDGE OF SIDEWALK, AND 7.2 FEET FA1351'EAST OF 36-INCH MAPLE. DISK IS A USGS MAGNETIC MARK SET IN TOP OF A FA1351'GRANITE POST PROJECTING 18 INCHES ABOVE THE GROUND. FA1351 FA1351 STATION RECOVERY (2005) FA1351 FA1351'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FA1351'RECOVERED AS DESCRIBED. FA1351 FA1351 STATION RECOVERY (2005) FA1351 FA1351'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA1351'ADDITIONAL INFORMATION FA1351'STATION NOW LOCATED ON THE GROUND OF THE BUILDING INSPECTION AND FA1351'PLANNING DEPARTMENT FA1351'NO MAPLE TREE FA1351' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8240 *********************************************************************** AF8240 DESIGNATION - NORVILLE AF8240 PID - AF8240 AF8240 STATE/COUNTY- NC/RUTHERFORD AF8240 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8240 AF8240 *CURRENT SURVEY CONTROL AF8240 ___________________________________________________________________ AF8240* NAD 83(1986)- 35 26 53.13682(N) 081 53 24.30391(W) ADJUSTED AF8240* NAVD 88 - 311.0 (meters) 1020. (feet) VERT ANG AF8240 ___________________________________________________________________ AF8240 LAPLACE CORR- -0.59 (seconds) DEFLEC99 AF8240 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8240 AF8240 HORZ ORDER - SECOND AF8240 AF8240.The North Carolina HARNS have been completed but, AF8240.due to contractual restrictions, coordinates for these stations AF8240.will NOT be published in the near future. In the interim, the AF8240.published coordinates in North Carolina will not be AF8240.consistent with the Continuously Operating Reference Stations AF8240.(CORS). The HARN coordinates for these stations are available AF8240.upon request. Contact Gary Thompson(919-733-3836). AF8240. AF8240.In addition, the published North Carolina positions AF8240.(NAD 83 (1986)) are NOT consistent with those determined in AF8240.adjacent state readjustments. The discontinuity between stations AF8240.located in North Carolina and those in adjacent states AF8240.which have been adjusted to the HARN may be as much as 5 AF8240.decimeters. This will result in a significant loss of accuracy AF8240.over lines crossing such state borders. AF8240 AF8240 AF8240.The horizontal coordinates were established by classical geodetic methods AF8240.and adjusted by the National Geodetic Survey in June 1998. AF8240 AF8240.The orthometric height was determined by vertical angle observations. AF8240 AF8240.The Laplace correction was computed from DEFLEC99 derived deflections. AF8240 AF8240.The geoid height was determined by GEOID03. AF8240 AF8240; North East Units Scale Factor Converg. AF8240;SPC NC - 192,188.738 347,285.992 MT 0.99987844 -1 40 05.1 AF8240;SPC NC - 630,539.22 1,139,387.46 sFT 0.99987844 -1 40 05.1 AF8240;UTM 17 - 3,923,100.686 419,222.513 MT 0.99968041 -0 30 58.5 AF8240 AF8240! - Elev Factor x Scale Factor = Combined Factor AF8240!SPC NC - 0.99995620 x 0.99987844 = 0.99983465 AF8240!UTM 17 - 0.99995620 x 0.99968041 = 0.99963662 AF8240 AF8240 SUPERSEDED SURVEY CONTROL AF8240 AF8240.No superseded survey control is available for this station. AF8240 AF8240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1922323101(NAD 83) AF8240_MARKER: DE = TRAVERSE STATION DISK AF8240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8240_STAMPING: NORVILLE 1983 AF8240_MARK LOGO: NCGS AF8240_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8240+STABILITY: SURFACE MOTION AF8240 AF8240 HISTORY - Date Condition Report By AF8240 HISTORY - 1983 MONUMENTED NCGS AF8240 AF8240 STATION DESCRIPTION AF8240 AF8240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8240'STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) SOUTH-SOUTHWEST OF AF8240'WESTMINSTER AND 10.9 KM (6.75 MI) NORTHEAST OF RUTHERFORDTON. ALONG AF8240'US 64 FOR 4.5 KM (2.80 MI) NORTH-NORTHEAST OF THE SR 1510 AF8240'INTERSECTION AT MT. VERNON, OR 0.9 KM (0.55 MI) NORTH OF SR 1558, IN AF8240'YARD, AT POWER POLE. MARK IS FLUSH WITH GROUND AND IS 1-FOOT HIGHER AF8240'THAN US 64. LOCATED 15.51 M (50.89 FT) WEST OF THE CENTERLINE OF US AF8240'64, 26.00 M (85.30 FT) NORTH-NORTHEAST OF THE CENTERLINE OF GRAVEL AF8240'DRIVE, 37.49 M (123.00 FT) EAST-NORTHEAST OF NORTHEAST CORNER OF FRAME AF8240'HOUSE, 10.88 M (35.70 FT) EAST-NORTHEAST OF 24-INCH POST OAK, 0.58 M AF8240'(1.90 FT) WEST-NORTHWEST OF GUY WIRE ANCHOR--AND 0.61 M (2.00 FT) AF8240'EAST OF POWER POLE, 5.76 M (18.90 FT) WEST OF TELEPHONE POLE--BOTH AF8240'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3352 *********************************************************************** FA3352 DESIGNATION - O NEAL FA3352 PID - FA3352 FA3352 STATE/COUNTY- NC/RUTHERFORD FA3352 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3352 FA3352 *CURRENT SURVEY CONTROL FA3352 ___________________________________________________________________ FA3352* NAD 83(1986)- 35 28 31.24781(N) 081 58 53.50670(W) ADJUSTED FA3352* NAVD 88 - 348.057 (meters) 1141.92 (feet) ADJUSTED FA3352 ___________________________________________________________________ FA3352 LAPLACE CORR- -2.03 (seconds) DEFLEC99 FA3352 GEOID HEIGHT- -31.82 (meters) GEOID03 FA3352 DYNAMIC HT - 347.712 (meters) 1140.79 (feet) COMP FA3352 MODELED GRAV- 979,633.8 (mgal) NAVD 88 FA3352 FA3352 HORZ ORDER - SECOND FA3352 VERT ORDER - SECOND CLASS II FA3352 FA3352.The North Carolina HARNS have been completed but, FA3352.due to contractual restrictions, coordinates for these stations FA3352.will NOT be published in the near future. In the interim, the FA3352.published coordinates in North Carolina will not be FA3352.consistent with the Continuously Operating Reference Stations FA3352.(CORS). The HARN coordinates for these stations are available FA3352.upon request. Contact Gary Thompson(919-733-3836). FA3352. FA3352.In addition, the published North Carolina positions FA3352.(NAD 83 (1986)) are NOT consistent with those determined in FA3352.adjacent state readjustments. The discontinuity between stations FA3352.located in North Carolina and those in adjacent states FA3352.which have been adjusted to the HARN may be as much as 5 FA3352.decimeters. This will result in a significant loss of accuracy FA3352.over lines crossing such state borders. FA3352 FA3352 FA3352.The horizontal coordinates were established by classical geodetic methods FA3352.and adjusted by the National Geodetic Survey in June 1998. FA3352 FA3352.The orthometric height was determined by differential leveling FA3352.and adjusted by the National Geodetic Survey in May 1998. FA3352 FA3352.The Laplace correction was computed from DEFLEC99 derived deflections. FA3352 FA3352.The geoid height was determined by GEOID03. FA3352 FA3352.The dynamic height is computed by dividing the NAVD 88 FA3352.geopotential number by the normal gravity value computed on the FA3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA3352.degrees latitude (g = 980.6199 gals.). FA3352 FA3352.The modeled gravity was interpolated from observed gravity values. FA3352 FA3352; North East Units Scale Factor Converg. FA3352;SPC NC - 195,456.170 339,079.319 MT 0.99988018 -1 43 15.1 FA3352;SPC NC - 641,259.12 1,112,462.73 sFT 0.99988018 -1 43 15.1 FA3352;UTM 17 - 3,926,201.944 410,953.409 MT 0.99969771 -0 34 10.8 FA3352 FA3352! - Elev Factor x Scale Factor = Combined Factor FA3352!SPC NC - 0.99995037 x 0.99988018 = 0.99983055 FA3352!UTM 17 - 0.99995037 x 0.99969771 = 0.99964809 FA3352 FA3352: Primary Azimuth Mark Grid Az FA3352:SPC NC - BAYNARD 005 07 32.7 FA3352:UTM 17 - BAYNARD 003 58 28.4 FA3352 FA3352|---------------------------------------------------------------------| FA3352| PID Reference Object Distance Geod. Az | FA3352| dddmmss.s | FA3352| FA3350 BAYNARD 423.980 METERS 0032417.6 | FA3352|---------------------------------------------------------------------| FA3352 FA3352 SUPERSEDED SURVEY CONTROL FA3352 FA3352 NAD 83(1986)- 35 28 31.25046(N) 081 58 53.51147(W) AD( ) 2 FA3352 NAD 27 - 35 28 30.80055(N) 081 58 54.14345(W) AD( ) 2 FA3352 NAVD 88 (06/09/98) 348.05 (m) 1141.9 (f) LEVELING 3 FA3352 NGVD 29 (07/19/86) 348.4 (m) 1143. (f) VERT ANG FA3352 FA3352.Superseded values are not recommended for survey control. FA3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3352.See file dsdata.txt to determine how the superseded data were derived. FA3352 FA3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1095326202(NAD 83) FA3352_MARKER: DE = TRAVERSE STATION DISK FA3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3352_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3352_STAMPING: O NEAL 1972 FA3352_MARK LOGO: NCGS FA3352_MAGNETIC: N = NO MAGNETIC MATERIAL FA3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3352+STABILITY: SURFACE MOTION FA3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA3352+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996 FA3352 FA3352 HISTORY - Date Condition Report By FA3352 HISTORY - 1972 MONUMENTED NCGS FA3352 HISTORY - 19830101 GOOD NCGS FA3352 HISTORY - 19960605 GOOD NCGS FA3352 FA3352 STATION DESCRIPTION FA3352 FA3352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3352'ONEAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3352'VICINITY OF UNION MILLS, NORTH CAROLINA. FA3352' FA3352'ONEAL IS LOCATED APPROXIMATELY 1.3 MILES SW OF UNION MILLS, AND 7.6 FA3352'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64 US 74 FA3352'(BY-PASS) BRIDGE OVER US 221, IN RUTHERFORDTON, PROCEED NORTH ALONG FA3352'US 221 FOR 6.85 MILES TO STATION ON THE LEFT. 0.05 MILE SOUTH OF FA3352'INTERSECTION WITH SR 1508 (LOOP ROAD, SOUTH), AND APPROXIMATELY 3 FA3352'FEET SOUTH OF WEST PROJECTION OF C/L OF DRIVEWAY TO BRICK-FRAME FA3352'DWELLING. FA3352' FA3352'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ONEAL FA3352'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 FA3352'INCHES BELOW THE GROUND. FA3352' FA3352'MARK IS FA3352'23.4 FEET W OF A C/L OF US 221. FA3352'2.6 FEET SW OF A GUARD RAIL POST NEAREST PROJ. OF DRIVEWAY C/L FROM FA3352'WEST. FA3352'10.8 FEET N OF A GUARD RAIL POST (1ST SOUTH OF ABOVE). FA3352'85.8 FEET NW OF A 16 INCH OAK (ACROSS US 221) W/ALUMINUM REF. FA3352'TAG. FA3352 FA3352 STATION RECOVERY (1983) FA3352 FA3352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3352'RECOVERED AS DESCRIBED. FA3352 FA3352 STATION RECOVERY (1996) FA3352 FA3352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3352'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1364 *********************************************************************** FA1364 DESIGNATION - OLD FA1364 PID - FA1364 FA1364 STATE/COUNTY- NC/RUTHERFORD FA1364 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1364 FA1364 *CURRENT SURVEY CONTROL FA1364 ___________________________________________________________________ FA1364* NAD 83(1986)- 35 18 47.07612(N) 081 52 35.62853(W) ADJUSTED FA1364* NAVD 88 - 303.779 (meters) 996.65 (feet) ADJUSTED FA1364 ___________________________________________________________________ FA1364 LAPLACE CORR- -0.48 (seconds) DEFLEC99 FA1364 GEOID HEIGHT- -31.96 (meters) GEOID03 FA1364 DYNAMIC HT - 303.479 (meters) 995.66 (feet) COMP FA1364 MODELED GRAV- 979,637.6 (mgal) NAVD 88 FA1364 FA1364 HORZ ORDER - SECOND FA1364 VERT ORDER - SECOND CLASS II FA1364 FA1364.The North Carolina HARNS have been completed but, FA1364.due to contractual restrictions, coordinates for these stations FA1364.will NOT be published in the near future. In the interim, the FA1364.published coordinates in North Carolina will not be FA1364.consistent with the Continuously Operating Reference Stations FA1364.(CORS). The HARN coordinates for these stations are available FA1364.upon request. Contact Gary Thompson(919-733-3836). FA1364. FA1364.In addition, the published North Carolina positions FA1364.(NAD 83 (1986)) are NOT consistent with those determined in FA1364.adjacent state readjustments. The discontinuity between stations FA1364.located in North Carolina and those in adjacent states FA1364.which have been adjusted to the HARN may be as much as 5 FA1364.decimeters. This will result in a significant loss of accuracy FA1364.over lines crossing such state borders. FA1364 FA1364 FA1364.The horizontal coordinates were established by classical geodetic methods FA1364.and adjusted by the National Geodetic Survey in June 1998. FA1364 FA1364.The orthometric height was determined by differential leveling FA1364.and adjusted by the National Geodetic Survey in June 1991. FA1364 FA1364.The Laplace correction was computed from DEFLEC99 derived deflections. FA1364 FA1364.The geoid height was determined by GEOID03. FA1364 FA1364.The dynamic height is computed by dividing the NAVD 88 FA1364.geopotential number by the normal gravity value computed on the FA1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1364.degrees latitude (g = 980.6199 gals.). FA1364 FA1364.The modeled gravity was interpolated from observed gravity values. FA1364 FA1364; North East Units Scale Factor Converg. FA1364;SPC NC - 177,181.457 348,078.904 MT 0.99987316 -1 39 37.0 FA1364;SPC NC - 581,302.83 1,141,988.87 sFT 0.99987316 -1 39 37.0 FA1364;UTM 17 - 3,908,115.331 420,316.950 MT 0.99967825 -0 30 24.2 FA1364 FA1364! - Elev Factor x Scale Factor = Combined Factor FA1364!SPC NC - 0.99995734 x 0.99987316 = 0.99983050 FA1364!UTM 17 - 0.99995734 x 0.99967825 = 0.99963560 FA1364 FA1364|---------------------------------------------------------------------| FA1364| PID Reference Object Distance Geod. Az | FA1364| dddmmss.s | FA1364| FA1363 9 JS 24 389.947 METERS 27127 | FA1364|---------------------------------------------------------------------| FA1364 FA1364 SUPERSEDED SURVEY CONTROL FA1364 FA1364 NAD 83(1986)- 35 18 47.07625(N) 081 52 35.62574(W) AD( ) 2 FA1364 NAD 27 - 35 18 46.61994(N) 081 52 36.25936(W) AD( ) 2 FA1364 NAVD 88 (06/09/98) 303.78 (m) 996.7 (f) LEVELING 3 FA1364 NGVD 29 (??/??/92) 304.032 (m) 997.48 (f) ADJ UNCH 2 2 FA1364 FA1364.Superseded values are not recommended for survey control. FA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1364.See file dsdata.txt to determine how the superseded data were derived. FA1364 FA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2031708115(NAD 83) FA1364_MARKER: DE = TRAVERSE STATION DISK FA1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1364_STAMPING: OLD 1972 FA1364_MARK LOGO: NCGS FA1364_PROJECTION: PROJECTING 3 CENTIMETERS FA1364_MAGNETIC: N = NO MAGNETIC MATERIAL FA1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1364+STABILITY: SURFACE MOTION FA1364 FA1364 HISTORY - Date Condition Report By FA1364 HISTORY - 1972 MONUMENTED NCGS FA1364 HISTORY - 19731101 GOOD NCGS FA1364 HISTORY - 1976 GOOD NCDOT FA1364 HISTORY - 19850101 GOOD NCGS FA1364 HISTORY - 19960524 MARK NOT FOUND USPSQD FA1364 HISTORY - 20041007 MARK NOT FOUND USPSQD FA1364 FA1364 STATION DESCRIPTION FA1364 FA1364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1364'OLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1364'VICINITY OF ALEXANDER MILLS, NORTH CAROLINA. FA1364' FA1364'OLD IS LOCATED APPROXIMATELY 1.1 MILES WEST OF ALEXANDER MILLS, AND FA1364'1.6 MILES SSW OF FOREST CITY. TO REACH STATION FROM INTERSECTION FA1364'221A WITH US 74 BYPASS BETWEEN FOREST CITY AND ALEXANDER MILLS, FA1364'PROCEED WEST ALONG US 74 BYPASS FOR 1.1 MILES TO STATION ON LEFT FA1364'APPROXIMATELY 300 FEET SW OF EAST BOUND LANE, IN SMALL GROVE OF FA1364'LARGE TREES AND AT EAST END OF SR 2238. FA1364' FA1364'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED OLD FA1364'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1364'PROJECTING 1 INCH ABOVE THE GROUND. FA1364' FA1364'MARK IS FA1364'69.0 FEET S OF C/L OF SR 2238. FA1364'15.4 FEET ESE OF A 22 INCH OAK W/ALUMINUM REF. TAG. FA1364'13.6 FEET SW OF A 32 INCH OAK W/ALUMINUM REF. TAG. FA1364'24.4 FEET NNW OF A 32 INCH OAK W/ALUMINUM REF. TAG. FA1364' FA1364'9 JS 24 1961 (NSHC) IS LOCATED 1280 FEET WEST OF STATION ALONG SR FA1364'2159 ON LEFT, 5.3 FEET EAST OF PP W/ALUMINUM REF. TAG, 31.8 FEET FA1364'SOUTH OF SR 2159, AND 62.6 FEET SW OF TELEPHONE JUNCTION BOX, FA1364'STATION IS 1 INCH ABOVE THE GROUND. FA1364 FA1364 STATION RECOVERY (1973) FA1364 FA1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1364'1.1 MI WEST OF ALEXANDER MILLS. FA1364'OLD IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF FOREST CITY. TO FA1364'REACH STATION FROM INTERSECTION OF US 221A WITH US 74 BYPASS BETWEEN FA1364'FOREST CITY AND ALEXANDER MILLS, PROCEED WEST ALONG US 74 BYPASS FOR FA1364'1.1 MILES TO STATION ON LEFT APPROXIMATELY 300 FEET SOUTHWEST OF FA1364'EASTBOUND LANE, IN SMALL GROVE OF LARGE TREES AND AT EAST END OF SR FA1364'2238. 69.0 FEET SOUTH OF CENTERLINE OF SR 2238, 15.4 FEET FA1364'EAST-SOUTHEAST OF 22-INCH OAK WITH ALUMINUM REFERENCE TAG, 13.6 FEET FA1364'SOUTHWEST OF 32-INCH OAK WITH ALUMINUM REFERENCE TAG, AND 24.4 FEET FA1364'NORTH-NORTHWEST OF 32-INCH OAK WITH ALUMINUM REFERENCE TAG. DISK IS FA1364'SET IN CONCRETE POST, 1 INCH ABOVE THE GROUND. FA1364 FA1364 STATION RECOVERY (1976) FA1364 FA1364'RECOVERY NOTE BY NC DOT 1976 (EAG) FA1364'OLD RECOVERED IN GOOD CONDITION. FA1364 FA1364 STATION RECOVERY (1985) FA1364 FA1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA1364'RECOVERED AS DESCRIBED. FA1364 FA1364 STATION RECOVERY (1996) FA1364 FA1364'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1364'MARK NOT FOUND. FA1364 FA1364 STATION RECOVERY (2004) FA1364 FA1364'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1364'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3347 *********************************************************************** FA3347 DESIGNATION - OWENS FA3347 PID - FA3347 FA3347 STATE/COUNTY- NC/RUTHERFORD FA3347 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3347 FA3347 *CURRENT SURVEY CONTROL FA3347 ___________________________________________________________________ FA3347* NAD 83(1986)- 35 27 25.40453(N) 081 58 43.00516(W) ADJUSTED FA3347* NAVD 88 - 303.4 (meters) 995. (feet) VERTCON FA3347 ___________________________________________________________________ FA3347 LAPLACE CORR- -1.91 (seconds) DEFLEC99 FA3347 GEOID HEIGHT- -31.84 (meters) GEOID03 FA3347 FA3347 HORZ ORDER - SECOND FA3347 FA3347.The North Carolina HARNS have been completed but, FA3347.due to contractual restrictions, coordinates for these stations FA3347.will NOT be published in the near future. In the interim, the FA3347.published coordinates in North Carolina will not be FA3347.consistent with the Continuously Operating Reference Stations FA3347.(CORS). The HARN coordinates for these stations are available FA3347.upon request. Contact Gary Thompson(919-733-3836). FA3347. FA3347.In addition, the published North Carolina positions FA3347.(NAD 83 (1986)) are NOT consistent with those determined in FA3347.adjacent state readjustments. The discontinuity between stations FA3347.located in North Carolina and those in adjacent states FA3347.which have been adjusted to the HARN may be as much as 5 FA3347.decimeters. This will result in a significant loss of accuracy FA3347.over lines crossing such state borders. FA3347 FA3347 FA3347.The horizontal coordinates were established by classical geodetic methods FA3347.and adjusted by the National Geodetic Survey in July 1986. FA3347 FA3347.The NAVD 88 height was computed by applying the VERTCON shift value to FA3347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3347 FA3347.The Laplace correction was computed from DEFLEC99 derived deflections. FA3347 FA3347.The geoid height was determined by GEOID03. FA3347 FA3347; North East Units Scale Factor Converg. FA3347;SPC NC - 193,420.144 339,283.044 MT 0.99987899 -1 43 09.0 FA3347;SPC NC - 634,579.26 1,113,131.12 sFT 0.99987899 -1 43 09.0 FA3347;UTM 17 - 3,924,170.793 411,197.958 MT 0.99969718 -0 34 03.8 FA3347 FA3347! - Elev Factor x Scale Factor = Combined Factor FA3347!SPC NC - 0.99995738 x 0.99987899 = 0.99983638 FA3347!UTM 17 - 0.99995738 x 0.99969718 = 0.99965457 FA3347 FA3347: Primary Azimuth Mark Grid Az FA3347:SPC NC - COMMUNITY 193 38 05.1 FA3347:UTM 17 - COMMUNITY 192 28 59.9 FA3347 FA3347|---------------------------------------------------------------------| FA3347| PID Reference Object Distance Geod. Az | FA3347| dddmmss.s | FA3347| FA3348 COMMUNITY APPROX. 1.0 KM 1915456.1 | FA3347|---------------------------------------------------------------------| FA3347 FA3347 SUPERSEDED SURVEY CONTROL FA3347 FA3347 NAD 27 - 35 27 24.95359(N) 081 58 43.63741(W) AD( ) 2 FA3347 NGVD 29 (07/19/86) 303.6 (m) 996. (f) VERT ANG FA3347 FA3347.Superseded values are not recommended for survey control. FA3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3347.See file dsdata.txt to determine how the superseded data were derived. FA3347 FA3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1119824171(NAD 83) FA3347_MARKER: DE = TRAVERSE STATION DISK FA3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3347_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3347_STAMPING: OWENS 1972 FA3347_MARK LOGO: NCGS FA3347_MAGNETIC: N = NO MAGNETIC MATERIAL FA3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3347+STABILITY: SURFACE MOTION FA3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA3347+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996 FA3347 FA3347 HISTORY - Date Condition Report By FA3347 HISTORY - 1972 MONUMENTED NCGS FA3347 HISTORY - 19830101 GOOD NCGS FA3347 HISTORY - 19960506 GOOD NCGS FA3347 FA3347 STATION DESCRIPTION FA3347 FA3347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3347'OWENS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3347'VICINITY OF GILKEY, NORTH CAROLINA. FA3347' FA3347'OWENS IS LOCATED APPROXIMATELY 0.9 MILES NORTH OF GILKEY, AND 6.3 FA3347'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64-US 74 FA3347'(BY-PASS) BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3347'ALONG US 221 FOR 5.55 MILES TO STATION ON THE RIGHT. 0.40 MILE FA3347'SOUTH OF INTERSECTION WITH SR 1529 (LOOP ROAD SOUTH), APPROXIMATELY FA3347'30 FEET HIGHER THAN PAVEMENT, AND APPROXIMATELY 300 FEET NORTH OF FA3347'WOODS ROAD ENTRANCE (WEST). FA3347' FA3347'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED OWENS FA3347'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3347'FLUSH WITH THE GROUND. FA3347' FA3347'MARK IS FA3347'4.0 FEET E OF EDGE OF BANK. FA3347'21.7 FEET WNW OF A 16 INCH PERSIMMON W/ALUMINUM REF. TAG. FA3347'17.1 FEET SW OF A 3 INCH WHITE PINE W/ALUMINUM REF. TAG. FA3347'14.4 FEET NW OF A 5 INCH WHITE PINE W/ALUMINUM REF. TAG. FA3347'55.6 FEET W OF A 26 INCH WHITE OAK W/ALUMINUM REF. TAG. FA3347 FA3347 STATION RECOVERY (1983) FA3347 FA3347'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3347'RECOVERED AS DESCRIBED. LOCATED 17.1 FT (5.2 M) SOUTHWEST OF A 3-INCH FA3347'VIRGINIA PINE--AND 21.7 FT (6.6 M) WEST-NORTHWEST OF A 16-INCH FA3347'HICKORY, 14.4 FT (4.4 M) NORTHWEST OF A 5-INCH VIRGINIA PINE--BOTH FA3347'WITH REFERENCE TAGS. FA3347 FA3347 STATION RECOVERY (1996) FA3347 FA3347'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3347'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8187 *********************************************************************** AF8187 DESIGNATION - PARKER AF8187 PID - AF8187 AF8187 STATE/COUNTY- NC/RUTHERFORD AF8187 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8187 AF8187 *CURRENT SURVEY CONTROL AF8187 ___________________________________________________________________ AF8187* NAD 83(1986)- 35 19 30.49745(N) 081 56 21.43936(W) ADJUSTED AF8187* NAVD 88 - 325.1 (meters) 1067. (feet) VERT ANG AF8187 ___________________________________________________________________ AF8187 LAPLACE CORR- -0.39 (seconds) DEFLEC99 AF8187 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8187 AF8187 HORZ ORDER - SECOND AF8187 AF8187.The North Carolina HARNS have been completed but, AF8187.due to contractual restrictions, coordinates for these stations AF8187.will NOT be published in the near future. In the interim, the AF8187.published coordinates in North Carolina will not be AF8187.consistent with the Continuously Operating Reference Stations AF8187.(CORS). The HARN coordinates for these stations are available AF8187.upon request. Contact Gary Thompson(919-733-3836). AF8187. AF8187.In addition, the published North Carolina positions AF8187.(NAD 83 (1986)) are NOT consistent with those determined in AF8187.adjacent state readjustments. The discontinuity between stations AF8187.located in North Carolina and those in adjacent states AF8187.which have been adjusted to the HARN may be as much as 5 AF8187.decimeters. This will result in a significant loss of accuracy AF8187.over lines crossing such state borders. AF8187 AF8187 AF8187.The horizontal coordinates were established by classical geodetic methods AF8187.and adjusted by the National Geodetic Survey in June 1998. AF8187 AF8187.The orthometric height was determined by vertical angle observations. AF8187 AF8187.The Laplace correction was computed from DEFLEC99 derived deflections. AF8187 AF8187.The geoid height was determined by GEOID03. AF8187 AF8187; North East Units Scale Factor Converg. AF8187;SPC NC - 178,685.927 342,417.509 MT 0.99987341 -1 41 47.3 AF8187;SPC NC - 586,238.75 1,123,414.78 sFT 0.99987341 -1 41 47.3 AF8187;UTM 17 - 3,909,505.269 414,627.495 MT 0.99968982 -0 32 35.3 AF8187 AF8187! - Elev Factor x Scale Factor = Combined Factor AF8187!SPC NC - 0.99995399 x 0.99987341 = 0.99982740 AF8187!UTM 17 - 0.99995399 x 0.99968982 = 0.99964382 AF8187 AF8187 SUPERSEDED SURVEY CONTROL AF8187 AF8187.No superseded survey control is available for this station. AF8187 AF8187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1462709505(NAD 83) AF8187_MARKER: DE = TRAVERSE STATION DISK AF8187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8187_STAMPING: PARKER 1985 AF8187_MARK LOGO: NCGS AF8187_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8187+STABILITY: SURFACE MOTION AF8187 AF8187 HISTORY - Date Condition Report By AF8187 HISTORY - 1985 MONUMENTED NCGS AF8187 AF8187 STATION DESCRIPTION AF8187 AF8187'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8187'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH-SOUTHWEST OF SPINDALE, AF8187'AND 4.8 KM (3.00 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 5.8 AF8187'KM (3.60 MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION (IN AF8187'RUTHERFORDTON), OR 0.4 KM (0.25 MI) NORTHWEST OF SR 2194, IN YARD. AF8187'MARK IS FLUSH WITH GROUND AND LEVEL WITH US 221. LOCATED 6.46 M (21.19 AF8187'FT) NORTH-NORTHEAST OF THE CENTERLINE OF US 221, 8.87 M (29.10 FT) AF8187'EAST-SOUTHEAST OF THE CENTERLINE OF GRAVEL DRIVE, 8.93 M (29.30 FT) AF8187'SOUTH-SOUTHEAST OF 10-INCH PERSIMMON, 18.71 M (61.38 FT) WEST OF AF8187'8-INCH PLUM, 26.12 M (85.70 FT) SOUTHEAST OF SOUTHEAST CORNER OF AF8187'HOUSE, AND 6.04 M (19.82 FT) SOUTH-SOUTHWEST OF POWER POLE WITH AF8187'TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8233 *********************************************************************** AF8233 DESIGNATION - PEACH AF8233 PID - AF8233 AF8233 STATE/COUNTY- NC/RUTHERFORD AF8233 USGS QUAD - FINGERVILLE EAST (1993) AF8233 AF8233 *CURRENT SURVEY CONTROL AF8233 ___________________________________________________________________ AF8233* NAD 83(1986)- 35 11 39.15533(N) 081 56 31.55977(W) ADJUSTED AF8233* NAVD 88 - 285.9 (meters) 938. (feet) VERT ANG AF8233 ___________________________________________________________________ AF8233 LAPLACE CORR- -0.67 (seconds) DEFLEC99 AF8233 GEOID HEIGHT- -31.91 (meters) GEOID03 AF8233 AF8233 HORZ ORDER - SECOND AF8233 AF8233.The North Carolina HARNS have been completed but, AF8233.due to contractual restrictions, coordinates for these stations AF8233.will NOT be published in the near future. In the interim, the AF8233.published coordinates in North Carolina will not be AF8233.consistent with the Continuously Operating Reference Stations AF8233.(CORS). The HARN coordinates for these stations are available AF8233.upon request. Contact Gary Thompson(919-733-3836). AF8233. AF8233.In addition, the published North Carolina positions AF8233.(NAD 83 (1986)) are NOT consistent with those determined in AF8233.adjacent state readjustments. The discontinuity between stations AF8233.located in North Carolina and those in adjacent states AF8233.which have been adjusted to the HARN may be as much as 5 AF8233.decimeters. This will result in a significant loss of accuracy AF8233.over lines crossing such state borders. AF8233 AF8233 AF8233.The horizontal coordinates were established by classical geodetic methods AF8233.and adjusted by the National Geodetic Survey in June 1998. AF8233 AF8233.The orthometric height was determined by vertical angle observations. AF8233 AF8233.The Laplace correction was computed from DEFLEC99 derived deflections. AF8233 AF8233.The geoid height was determined by GEOID03. AF8233 AF8233; North East Units Scale Factor Converg. AF8233;SPC NC - 164,175.831 341,731.651 MT 0.99987309 -1 41 53.1 AF8233;SPC NC - 538,633.54 1,121,164.59 sFT 0.99987309 -1 41 53.1 AF8233;UTM 17 - 3,894,986.953 414,234.128 MT 0.99969065 -0 32 34.8 AF8233 AF8233! - Elev Factor x Scale Factor = Combined Factor AF8233!SPC NC - 0.99996014 x 0.99987309 = 0.99983323 AF8233!UTM 17 - 0.99996014 x 0.99969065 = 0.99965080 AF8233 AF8233 SUPERSEDED SURVEY CONTROL AF8233 AF8233.No superseded survey control is available for this station. AF8233 AF8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1423494987(NAD 83) AF8233_MARKER: DH = HORIZONTAL CONTROL DISK AF8233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8233_STAMPING: PEACH 1985 AF8233_MARK LOGO: NCGS AF8233_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8233+STABILITY: SURFACE MOTION AF8233 AF8233 HISTORY - Date Condition Report By AF8233 HISTORY - 1985 MONUMENTED NCGS AF8233 AF8233 STATION DESCRIPTION AF8233 AF8233'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8233'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) EAST-SOUTHEAST OF SANDY AF8233'SPRINGS, 19.2 KM (11.95 MI) SOUTH OF RUTHERFORDTON. PROCEED ALONG SR AF8233'1101 (COUNTY LINE RD) FOR 1.6 KM (1.00 MI) NORTH OF THE SR 1102 AF8233'INTERSECTION AT THE RUTHERFORD-POLK COUNTY LINE, AT SANDY SPRINGS, TO AF8233'SR 1112, THENCE EAST ALONG SR 1112 FOR 3.9 KM (2.40 MI) TO SR 1106, AF8233'THENCE SOUTH ALONG SR 1106 FOR 2.3 KM (1.40 MI) TO DIRT ROAD AT FARM AF8233'HOUSE, THENCE NORTHEAST ALONG DIRT ROAD FOR 0.3 KM (0.20 MI) TO AF8233'TRANSMISSION TOWER (277), IN PEACH ORCHARD, AND STATION UNDER TOWER. AF8233'MARK PROJECTS 3 INCHES ABOVE GROUND. LOCATED 3.2 M (10.5 FT) AF8233'SOUTHEAST OF NORTHWEST LEG OF TRANSMISSION TOWER (277), 7.92 M (25.98 AF8233'FT) NORTH OF SOUTHWEST LEG OF TRANSMISSION TOWER (277), AND 1.16 M AF8233'(3.81 FT) SOUTHWEST OF FENCE POST WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8602 *********************************************************************** AE8602 DESIGNATION - PEDESTAL AE8602 PID - AE8602 AE8602 STATE/COUNTY- NC/RUTHERFORD AE8602 USGS QUAD - RUTHERFORDTON NORTH (1993) AE8602 AE8602 *CURRENT SURVEY CONTROL AE8602 ___________________________________________________________________ AE8602* NAD 83(1986)- 35 29 35.90968(N) 081 58 43.54523(W) ADJUSTED AE8602* NAVD 88 - 359.102 (meters) 1178.15 (feet) ADJUSTED AE8602 ___________________________________________________________________ AE8602 LAPLACE CORR- -2.27 (seconds) DEFLEC99 AE8602 GEOID HEIGHT- -31.80 (meters) GEOID03 AE8602 DYNAMIC HT - 358.746 (meters) 1176.99 (feet) COMP AE8602 MODELED GRAV- 979,633.0 (mgal) NAVD 88 AE8602 AE8602 HORZ ORDER - SECOND AE8602 VERT ORDER - SECOND CLASS II AE8602 AE8602.The North Carolina HARNS have been completed but, AE8602.due to contractual restrictions, coordinates for these stations AE8602.will NOT be published in the near future. In the interim, the AE8602.published coordinates in North Carolina will not be AE8602.consistent with the Continuously Operating Reference Stations AE8602.(CORS). The HARN coordinates for these stations are available AE8602.upon request. Contact Gary Thompson(919-733-3836). AE8602. AE8602.In addition, the published North Carolina positions AE8602.(NAD 83 (1986)) are NOT consistent with those determined in AE8602.adjacent state readjustments. The discontinuity between stations AE8602.located in North Carolina and those in adjacent states AE8602.which have been adjusted to the HARN may be as much as 5 AE8602.decimeters. This will result in a significant loss of accuracy AE8602.over lines crossing such state borders. AE8602 AE8602 AE8602.The horizontal coordinates were established by classical geodetic methods AE8602.and adjusted by the National Geodetic Survey in June 1998. AE8602 AE8602.The orthometric height was determined by differential leveling AE8602.and adjusted by the National Geodetic Survey in May 1998. AE8602 AE8602.The Laplace correction was computed from DEFLEC99 derived deflections. AE8602 AE8602.The geoid height was determined by GEOID03. AE8602 AE8602.The dynamic height is computed by dividing the NAVD 88 AE8602.geopotential number by the normal gravity value computed on the AE8602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8602.degrees latitude (g = 980.6199 gals.). AE8602 AE8602.The modeled gravity was interpolated from observed gravity values. AE8602 AE8602; North East Units Scale Factor Converg. AE8602;SPC NC - 197,440.332 339,390.089 MT 0.99988145 -1 43 09.3 AE8602;SPC NC - 647,768.82 1,113,482.32 sFT 0.99988145 -1 43 09.3 AE8602;UTM 17 - 3,928,191.583 411,224.208 MT 0.99969712 -0 34 05.9 AE8602 AE8602! - Elev Factor x Scale Factor = Combined Factor AE8602!SPC NC - 0.99994863 x 0.99988145 = 0.99983009 AE8602!UTM 17 - 0.99994863 x 0.99969712 = 0.99964577 AE8602 AE8602 SUPERSEDED SURVEY CONTROL AE8602 AE8602 NAVD 88 (06/09/98) 359.09 (m) 1178.1 (f) LEVELING 3 AE8602 AE8602.Superseded values are not recommended for survey control. AE8602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8602.See file dsdata.txt to determine how the superseded data were derived. AE8602 AE8602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1122428192(NAD 83) AE8602_MARKER: DE = TRAVERSE STATION DISK AE8602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8602_STAMPING: PEDESTAL 1983 AE8602_MARK LOGO: NCGS AE8602_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE8602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8602+STABILITY: SURFACE MOTION AE8602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE8602+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989 AE8602 AE8602 HISTORY - Date Condition Report By AE8602 HISTORY - 1983 MONUMENTED NCGS AE8602 HISTORY - 19890215 GOOD NCGS AE8602 HISTORY - 19900304 GOOD NCGS AE8602 AE8602 STATION DESCRIPTION AE8602 AE8602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 AE8602'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTHWEST OF UNION MILLS, AND AE8602'8.65 MI (13.92 KM) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 8.1 MI AE8602'(13.0 KM) NORTH OF THE US 64-US 74 OVERPASS IN NORTH RUTHERFORDTON, AE8602'ABOUT 250-FEET NORTH OF THE UNION MILLS 66 SERVICE STATION, OR 0.15 MI AE8602'(0.24 KM) NORTH OF SR 1510. MARK IS RECESSED 8 INCHES BELOW GROUND. AE8602'LOCATED 30.8 FT (9.4 M) EAST OF THE CENTERLINE OF US 221, 25.6 FT (7.8 AE8602'M) NORTH OF A TELEPHONE PEDESTAL BOX--AND 15.0 FT (4.6 M) WEST OF A AE8602'4-INCH POPLAR, 19.5 FT (5.9 M) SOUTHWEST OF A 6-INCH POPLAR--BOTH WITH AE8602'A REFERENCE TAG. AE8602 AE8602 STATION RECOVERY (1990) AE8602 AE8602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE8602'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3283 *********************************************************************** FA3283 DESIGNATION - PERRY AZ MK FA3283 PID - FA3283 FA3283 STATE/COUNTY- NC/RUTHERFORD FA3283 USGS QUAD - CHESNEE (1993) FA3283 FA3283 *CURRENT SURVEY CONTROL FA3283 ___________________________________________________________________ FA3283* NAD 83(1986)- 35 12 12.08316(N) 081 46 54.19658(W) ADJUSTED FA3283* NAVD 88 - 268.28 (+/-2cm) 880.2 (feet) VERTCON FA3283 ___________________________________________________________________ FA3283 LAPLACE CORR- 0.72 (seconds) DEFLEC99 FA3283 GEOID HEIGHT- -31.89 (meters) GEOID03 FA3283 FA3283 HORZ ORDER - SECOND FA3283 VERT ORDER - THIRD ? (See Below) FA3283 FA3283.The North Carolina HARNS have been completed but, FA3283.due to contractual restrictions, coordinates for these stations FA3283.will NOT be published in the near future. In the interim, the FA3283.published coordinates in North Carolina will not be FA3283.consistent with the Continuously Operating Reference Stations FA3283.(CORS). The HARN coordinates for these stations are available FA3283.upon request. Contact Gary Thompson(919-733-3836). FA3283. FA3283.In addition, the published North Carolina positions FA3283.(NAD 83 (1986)) are NOT consistent with those determined in FA3283.adjacent state readjustments. The discontinuity between stations FA3283.located in North Carolina and those in adjacent states FA3283.which have been adjusted to the HARN may be as much as 5 FA3283.decimeters. This will result in a significant loss of accuracy FA3283.over lines crossing such state borders. FA3283 FA3283 FA3283.The horizontal coordinates were established by classical geodetic methods FA3283.and adjusted by the National Geodetic Survey in July 1986. FA3283 FA3283.The NAVD 88 height was computed by applying the VERTCON shift value to FA3283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3283.The vertical order pertains to the NGVD 29 superseded value. FA3283 FA3283.The Laplace correction was computed from DEFLEC99 derived deflections. FA3283 FA3283.The geoid height was determined by GEOID03. FA3283 FA3283; North East Units Scale Factor Converg. FA3283;SPC NC - 164,769.096 356,358.154 MT 0.99987295 -1 36 19.9 FA3283;SPC NC - 540,579.94 1,169,151.71 sFT 0.99987295 -1 36 19.9 FA3283;UTM 17 - 3,895,874.744 428,842.823 MT 0.99966240 -0 27 02.4 FA3283 FA3283! - Elev Factor x Scale Factor = Combined Factor FA3283!SPC NC - 0.99996290 x 0.99987295 = 0.99983585 FA3283!UTM 17 - 0.99996290 x 0.99966240 = 0.99962531 FA3283 FA3283 SUPERSEDED SURVEY CONTROL FA3283 FA3283 NAD 27 - 35 12 11.63338(N) 081 46 54.82678(W) AD( ) 2 FA3283 NGVD 29 (07/19/86) 268.51 (m) 880.9 (f) LEVELING 3 FA3283 FA3283.Superseded values are not recommended for survey control. FA3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3283.See file dsdata.txt to determine how the superseded data were derived. FA3283 FA3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2884395875(NAD 83) FA3283_MARKER: DE = TRAVERSE STATION DISK FA3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3283_SP_SET: CONCRETE POST FA3283_STAMPING: PERRY AZIMUTH 1972 FA3283_MARK LOGO: NCGS FA3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3283+STABILITY: SURFACE MOTION FA3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA3283+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1989 FA3283 FA3283 HISTORY - Date Condition Report By FA3283 HISTORY - 1972 MONUMENTED NCGS FA3283 HISTORY - 1972 GOOD NCGS FA3283 HISTORY - 19890908 GOOD SCGS FA3283 HISTORY - 19960524 MARK NOT FOUND USPSQD FA3283 FA3283 STATION DESCRIPTION FA3283 FA3283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 FA3283'PERRY AZIMUTH IS A STANDARD NCGS DISK SET IN TOP OF A CONCRETE POST FA3283'PROJECTING 1 INCH ABOVE THE GROUND AND LOCATED APPROXIMATELY 500 FA3283'FEET NORTH ALONG US 221-A FROM INTERSECTION WITH SR 2100, ON THE FA3283'EAST BANK NEAR SOUTHWEST CORNER OF A YARD AND NORTHWEST EDGE OF A FA3283'FIELD, AND SOUTHEAST OF RESTAURANT TYPE BUILDING. 50.4 FEET SE FA3283'OF C/L OF US 221-A (SLOPE DISTANCE), 92.5 FEET SSW OF C/L OF FA3283'CONCRETE DRIVEWAY, 16.7 FEET WSW OF 14 INCH OAK WITH ALUMINUM FA3283'REF. TAG AND 20.7 FEET W OF 12 INCH OAK WITH ALUMINUM REF. TAG. FA3283 FA3283 STATION RECOVERY (1972) FA3283 FA3283'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 FA3283'RECOVERED IN GOOD CONDITION. FA3283 FA3283 STATION RECOVERY (1989) FA3283 FA3283'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1989 FA3283'STATION IS LOCATED 5.8 MILES NORTHEAST OF CHESNEE AND 2.6 MILES SOUTH FA3283'SOUTHWEST OF CLIFFSIDE, NC. OWNERSHIP--ROBERT R. SUMMRY, BOX 17, FA3283'CLIFFSIDE, NC 28024. FA3283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 110 AND FA3283'U.S. HIGHWAY 221 ALTERNATE (2.6 MILES EAST SOUTHEAST OF CHESNEE), GO FA3283'NORTH NORTHEAST ON HIGHWAY 221 ALTERNATE FOR 3.0 MILES FOR TO THE FA3283'NORTH CAROLINE STATE LINE, CONTINUE ON HIGHWAY 221 ALTERNATE FOR 1.7 FA3283'MILES TO THE JUNCTION OF NORTH CAROLINA STATE ROAD 2101 (BALLENGER FA3283'ROAD), CONTINUE ON HIGHWAY 221 ALTERNATE FOR 0.05 MILE TO THE STATION FA3283'ON THE RIGHT IN THE CORNER OF THE YARD OF A BRICK HOUSE, 0.95 MILE FA3283'SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE BROAD RIVER. FA3283'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 8.0 FEET ABOVE FA3283'THE HIGHWAY, 49.0 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, FA3283'91.6 FEET SOUTH SOUTHWEST OF THE CENTER OF A CONCRETE DRIVE LEADING TO FA3283'THE HOUSE, 17.2 FEET WEST SOUTHWEST OF AN 18-INCH OAK TREE WITH A FA3283'NORTH CAROLINA GEODETIC SURVEY REFERENCE TRIANGLE ATTACHED (DEAD FA3283'TREE), 21.0 FEET WEST OF A 12-INCH OAK TREE WITH A NORTH CAROLINA FA3283'GEODETIC SURVEY REFERENCE TRIANGLE ATTACHED, 73.0 FEET WEST OF THE FA3283'WEST CORNER OF THE HOUSE, 2.0 FEET NORTH NORTHEAST OF A WITNESS POST. FA3283'RECOVERED BY J.R. WERNER. FA3283 FA3283 STATION RECOVERY (1996) FA3283 FA3283'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3283'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3355 *********************************************************************** FA3355 DESIGNATION - PICNIC FA3355 PID - FA3355 FA3355 STATE/COUNTY- NC/RUTHERFORD FA3355 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3355 FA3355 *CURRENT SURVEY CONTROL FA3355 ___________________________________________________________________ FA3355* NAD 83(1986)- 35 25 58.17577(N) 081 58 55.87756(W) ADJUSTED FA3355* NAVD 88 - 319.3 (meters) 1048. (feet) VERTCON FA3355 ___________________________________________________________________ FA3355 LAPLACE CORR- -1.58 (seconds) DEFLEC99 FA3355 GEOID HEIGHT- -31.86 (meters) GEOID03 FA3355 FA3355 HORZ ORDER - SECOND FA3355 FA3355.The North Carolina HARNS have been completed but, FA3355.due to contractual restrictions, coordinates for these stations FA3355.will NOT be published in the near future. In the interim, the FA3355.published coordinates in North Carolina will not be FA3355.consistent with the Continuously Operating Reference Stations FA3355.(CORS). The HARN coordinates for these stations are available FA3355.upon request. Contact Gary Thompson(919-733-3836). FA3355. FA3355.In addition, the published North Carolina positions FA3355.(NAD 83 (1986)) are NOT consistent with those determined in FA3355.adjacent state readjustments. The discontinuity between stations FA3355.located in North Carolina and those in adjacent states FA3355.which have been adjusted to the HARN may be as much as 5 FA3355.decimeters. This will result in a significant loss of accuracy FA3355.over lines crossing such state borders. FA3355 FA3355 FA3355.The horizontal coordinates were established by classical geodetic methods FA3355.and adjusted by the National Geodetic Survey in July 1986. FA3355 FA3355.The NAVD 88 height was computed by applying the VERTCON shift value to FA3355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3355 FA3355.The Laplace correction was computed from DEFLEC99 derived deflections. FA3355 FA3355.The geoid height was determined by GEOID03. FA3355 FA3355; North East Units Scale Factor Converg. FA3355;SPC NC - 190,743.116 338,877.901 MT 0.99987757 -1 43 16.4 FA3355;SPC NC - 625,796.37 1,111,801.91 sFT 0.99987757 -1 43 16.4 FA3355;UTM 17 - 3,921,486.647 410,846.763 MT 0.99969795 -0 34 10.1 FA3355 FA3355! - Elev Factor x Scale Factor = Combined Factor FA3355!SPC NC - 0.99995489 x 0.99987757 = 0.99983246 FA3355!UTM 17 - 0.99995489 x 0.99969795 = 0.99965285 FA3355 FA3355: Primary Azimuth Mark Grid Az FA3355:SPC NC - HAMILTON 359 23 25.6 FA3355:UTM 17 - HAMILTON 358 14 19.3 FA3355 FA3355|---------------------------------------------------------------------| FA3355| PID Reference Object Distance Geod. Az | FA3355| dddmmss.s | FA3355| FA3354 HAMILTON APPROX. 0.6 KM 3574009.2 | FA3355|---------------------------------------------------------------------| FA3355 FA3355 SUPERSEDED SURVEY CONTROL FA3355 FA3355 NAD 27 - 35 25 57.72295(N) 081 58 56.50905(W) AD( ) 2 FA3355 NGVD 29 (07/19/86) 319.5 (m) 1048. (f) VERT ANG FA3355 FA3355.Superseded values are not recommended for survey control. FA3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3355.See file dsdata.txt to determine how the superseded data were derived. FA3355 FA3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1084721487(NAD 83) FA3355_MARKER: DE = TRAVERSE STATION DISK FA3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3355_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3355_STAMPING: PICNIC 1972 FA3355_MARK LOGO: NCGS FA3355_MAGNETIC: N = NO MAGNETIC MATERIAL FA3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3355+STABILITY: SURFACE MOTION FA3355 FA3355 HISTORY - Date Condition Report By FA3355 HISTORY - 1972 MONUMENTED NCGS FA3355 HISTORY - 19830101 GOOD NCGS FA3355 FA3355 STATION DESCRIPTION FA3355 FA3355'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3355'PICNIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3355'VICINITY OF GILKEY, NORTH CAROLINA. FA3355' FA3355'PICNIC IS LOCATED APPROXIMATELY 0.9 MILES SOUTH OF GILKEY, AND 4.7 FA3355'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM US 64-US 74 FA3355'(BYPASS) BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH FA3355'ALONG US 221 FOR 3.85 MILES TO STATION ON THE LEFT. 0.10 MILES FA3355'SOUTH OF INTERSECTION WITH SR 1532 (EAST) APPROXIMATELY 220 FEET SW FA3355'OF WHITE DWELLING, AND 125 FEET NORTH OF PICNIC TABLES. FA3355' FA3355'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PICNIC FA3355'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FA3355'INCHES BELOW THE SURFACE OF THE GROUND. FA3355' FA3355'MARK IS FA3355'36.2 FEET W OF C/L OF US 221. FA3355'17.0 FEET NNE OF 8 INCH OAK W/ALUMINUM REF. TAG. FA3355'18.0 FEET SE OF TRIPLE 4 INCH OAK W/ALUMINUM REF. TAG. FA3355'52.7 FEET E OF 15 INCH OAK W/ALUMINUM REF. TAG. FA3355 FA3355 STATION RECOVERY (1983) FA3355 FA3355'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3355'RECOVERED AS DESCRIBED. LOCATED 26.1 FT (8.0 M) WEST OF THE NORTHWEST FA3355'CORNER OF A CONCRETE POST WITH GARBAGE CAN ATTACHED, AND 5.0 FT (1.5 FA3355'M) NORTH OF CONCRETE PICNIC TABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8293 *********************************************************************** AF8293 DESIGNATION - PINNACLE MTN LOT AF8293 PID - AF8293 AF8293 STATE/COUNTY- NC/RUTHERFORD AF8293 USGS QUAD - SUGAR HILL (1985) AF8293 AF8293 *CURRENT SURVEY CONTROL AF8293 ___________________________________________________________________ AF8293* NAD 83(1986)- 35 31 58.90021(N) 082 02 26.65211(W) ADJUSTED AF8293* NAVD 88 - 764. (meters) 2507. (feet) SCALED AF8293 ___________________________________________________________________ AF8293 LAPLACE CORR- -3.12 (seconds) DEFLEC99 AF8293 GEOID HEIGHT- -31.60 (meters) GEOID03 AF8293 AF8293 HORZ ORDER - THIRD AF8293 AF8293.The North Carolina HARNS have been completed but, AF8293.due to contractual restrictions, coordinates for these stations AF8293.will NOT be published in the near future. In the interim, the AF8293.published coordinates in North Carolina will not be AF8293.consistent with the Continuously Operating Reference Stations AF8293.(CORS). The HARN coordinates for these stations are available AF8293.upon request. Contact Gary Thompson(919-733-3836). AF8293. AF8293.In addition, the published North Carolina positions AF8293.(NAD 83 (1986)) are NOT consistent with those determined in AF8293.adjacent state readjustments. The discontinuity between stations AF8293.located in North Carolina and those in adjacent states AF8293.which have been adjusted to the HARN may be as much as 5 AF8293.decimeters. This will result in a significant loss of accuracy AF8293.over lines crossing such state borders. AF8293 AF8293 AF8293.The horizontal coordinates were established by classical geodetic methods AF8293.and adjusted by the National Geodetic Survey in June 1998. AF8293 AF8293.The orthometric height was scaled from a topographic map. AF8293 AF8293.The Laplace correction was computed from DEFLEC99 derived deflections. AF8293 AF8293.The geoid height was determined by GEOID03. AF8293 AF8293; North East Units Scale Factor Converg. AF8293;SPC NC - 202,015.084 333,904.949 MT 0.99988460 -1 45 18.1 AF8293;SPC NC - 662,777.82 1,095,486.49 sFT 0.99988460 -1 45 18.1 AF8293;UTM 17 - 3,932,654.473 405,649.317 MT 0.99970970 -0 36 17.6 AF8293 AF8293! - Elev Factor x Scale Factor = Combined Factor AF8293!SPC NC - 0.99988503 x 0.99988460 = 0.99976964 AF8293!UTM 17 - 0.99988503 x 0.99970970 = 0.99959476 AF8293 AF8293 SUPERSEDED SURVEY CONTROL AF8293 AF8293.No superseded survey control is available for this station. AF8293 AF8293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0564932654(NAD 83) AF8293_MARKER: 57 = LOOKOUT TOWER AF8293 AF8293 HISTORY - Date Condition Report By AF8293 HISTORY - 1985 FIRST OBSERVED NCGS AF8293 AF8293 STATION DESCRIPTION AF8293 AF8293'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8293'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF WHITEHOUSE COMMUNITY AF8293'ON THE SUMMIT OF LONG MOUNTAIN. LANDMARK IS A 4-LEGGED STEEL STRUCTURE AF8293'WITH A 10-FT BY 10-FT CABIN ON TOP. POINT POSITIONED IS THE CENTER OF AF8293'THE BASE OF THE TOWER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB3465 *********************************************************************** FB3465 DESIGNATION - PINNACLE RM 1 FB3465 PID - FB3465 FB3465 STATE/COUNTY- NC/RUTHERFORD FB3465 USGS QUAD - SUGAR HILL (1985) FB3465 FB3465 *CURRENT SURVEY CONTROL FB3465 ___________________________________________________________________ FB3465* NAD 83(1986)- 35 31 58.77748(N) 082 02 27.06419(W) ADJUSTED FB3465* NAVD 88 - 764.1 (meters) 2507. (feet) H LEVEL FB3465 ___________________________________________________________________ FB3465 LAPLACE CORR- -3.11 (seconds) DEFLEC99 FB3465 GEOID HEIGHT- -31.60 (meters) GEOID03 FB3465 FB3465 HORZ ORDER - THIRD FB3465 FB3465.The North Carolina HARNS have been completed but, FB3465.due to contractual restrictions, coordinates for these stations FB3465.will NOT be published in the near future. In the interim, the FB3465.published coordinates in North Carolina will not be FB3465.consistent with the Continuously Operating Reference Stations FB3465.(CORS). The HARN coordinates for these stations are available FB3465.upon request. Contact Gary Thompson(919-733-3836). FB3465. FB3465.In addition, the published North Carolina positions FB3465.(NAD 83 (1986)) are NOT consistent with those determined in FB3465.adjacent state readjustments. The discontinuity between stations FB3465.located in North Carolina and those in adjacent states FB3465.which have been adjusted to the HARN may be as much as 5 FB3465.decimeters. This will result in a significant loss of accuracy FB3465.over lines crossing such state borders. FB3465 FB3465 FB3465.The horizontal coordinates were established by classical geodetic methods FB3465.and adjusted by the National Geodetic Survey in June 1998. FB3465 FB3465.The orthometric height was determined by differential leveling FB3465.between control points not connected to bench marks. FB3465 FB3465.The Laplace correction was computed from DEFLEC99 derived deflections. FB3465 FB3465.The geoid height was determined by GEOID03. FB3465 FB3465; North East Units Scale Factor Converg. FB3465;SPC NC - 202,011.622 333,894.458 MT 0.99988460 -1 45 18.3 FB3465;SPC NC - 662,766.46 1,095,452.07 sFT 0.99988460 -1 45 18.3 FB3465;UTM 17 - 3,932,650.802 405,638.900 MT 0.99970972 -0 36 17.8 FB3465 FB3465! - Elev Factor x Scale Factor = Combined Factor FB3465!SPC NC - 0.99988504 x 0.99988460 = 0.99976966 FB3465!UTM 17 - 0.99988504 x 0.99970972 = 0.99959480 FB3465 FB3465 SUPERSEDED SURVEY CONTROL FB3465 FB3465.No superseded survey control is available for this station. FB3465 FB3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0563932651(NAD 83) FB3465_MARKER: DR = REFERENCE MARK DISK FB3465_SETTING: 66 = SET IN ROCK OUTCROP FB3465_STAMPING: PINNACLE NO 1 1933 FB3465_MARK LOGO: CGS FB3465_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FB3465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FB3465+STABILITY: POSITION/ELEVATION WELL FB3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB3465+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1998 FB3465 FB3465 HISTORY - Date Condition Report By FB3465 HISTORY - 1933 MONUMENTED CGS FB3465 HISTORY - 19980210 GOOD NCGS FB3465 FB3465 STATION DESCRIPTION FB3465 FB3465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC) FB3465'STATION IS LOCATED ABOUT 15.3 MI (24.6 KM) SOUTHWEST OF MARION AND 3.8 FB3465'MI (6.1 KM) EAST OF HAINES, ON THE SUMMIT OF PINNACLE MOUNTAIN. ALONG FB3465'SR 1001 (SUGAR HILL ROAD) FOR 10.55 MI (16.98 KM) SOUTH FROM I-40 TO FB3465'THE MCDOWELL/BUNCOMBE COUNTY LINE. CONTINUE SOUTH FOR 0.7 MI (1.1 KM) FB3465'ALONG SR 1001 TO THE WHITEHOUSE COMMUNITY, THENCE SOUTHEAST FOR 3.9 MI FB3465'(6.3 KM) ALONG SR 1328 (PAINTER GAP ROAD), THENCE NORTH FOR 2.5 MI FB3465'(4.0 KM) TO THE TOP OF THE MOUNTAIN AND THE STATION. ROCK OUTCROP FB3465'PROJECTS 2-FEET ABOVE GROUND. LOCATED 15.4 FT (4.7 M) SOUTH-SOUTHWEST FB3465'OF CGS STATION--PINNACLE--, 28.5 FT (8.7 M) WEST OF THE SOUTHWEST LEG FB3465'OF THE LOOKOUT TOWER--AND 10.2 FT (3.1 M) NORTH-NORTHEAST OF A 10-INCH FB3465'VIRGINIA PINE, 24.3 FT (7.4 M) NORTHWEST OF AN 18-INCH CHESTNUT FB3465'OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2698 *********************************************************************** FB2698 DESIGNATION - PINNACLE RM 2 FB2698 PID - FB2698 FB2698 STATE/COUNTY- NC/RUTHERFORD FB2698 USGS QUAD - SUGAR HILL (1985) FB2698 FB2698 *CURRENT SURVEY CONTROL FB2698 ___________________________________________________________________ FB2698* NAD 83(1986)- 35 31 59.15550(N) 082 02 27.34135(W) ADJUSTED FB2698* NAVD 88 - 761.4 (meters) 2498. (feet) GPS OBS FB2698 ___________________________________________________________________ FB2698 LAPLACE CORR- -3.11 (seconds) DEFLEC99 FB2698 GEOID HEIGHT- -31.60 (meters) GEOID03 FB2698 FB2698 HORZ ORDER - SECOND FB2698 FB2698.The North Carolina HARNS have been completed but, FB2698.due to contractual restrictions, coordinates for these stations FB2698.will NOT be published in the near future. In the interim, the FB2698.published coordinates in North Carolina will not be FB2698.consistent with the Continuously Operating Reference Stations FB2698.(CORS). The HARN coordinates for these stations are available FB2698.upon request. Contact Gary Thompson(919-733-3836). FB2698. FB2698.In addition, the published North Carolina positions FB2698.(NAD 83 (1986)) are NOT consistent with those determined in FB2698.adjacent state readjustments. The discontinuity between stations FB2698.located in North Carolina and those in adjacent states FB2698.which have been adjusted to the HARN may be as much as 5 FB2698.decimeters. This will result in a significant loss of accuracy FB2698.over lines crossing such state borders. FB2698 FB2698 FB2698.The horizontal coordinates were established by classical geodetic methods FB2698.and adjusted by the National Geodetic Survey in June 1998. FB2698 FB2698.The orthometric height was determined by GPS observations and a FB2698.high-resolution geoid model. FB2698 FB2698.The Laplace correction was computed from DEFLEC99 derived deflections. FB2698 FB2698.The geoid height was determined by GEOID03. FB2698 FB2698; North East Units Scale Factor Converg. FB2698;SPC NC - 202,023.479 333,887.836 MT 0.99988461 -1 45 18.5 FB2698;SPC NC - 662,805.36 1,095,430.34 sFT 0.99988461 -1 45 18.5 FB2698;UTM 17 - 3,932,662.522 405,632.043 MT 0.99970974 -0 36 18.0 FB2698 FB2698! - Elev Factor x Scale Factor = Combined Factor FB2698!SPC NC - 0.99988547 x 0.99988461 = 0.99977009 FB2698!UTM 17 - 0.99988547 x 0.99970974 = 0.99959524 FB2698 FB2698: Primary Azimuth Mark Grid Az FB2698:SPC NC - GULF 023 47 50.1 FB2698:UTM 17 - GULF 022 38 49.6 FB2698 FB2698|---------------------------------------------------------------------| FB2698| PID Reference Object Distance Geod. Az | FB2698| dddmmss.s | FB2698| FA3542 GULF APPROX.13.5 KM 0220231.6 | FB2698| FB2697 PINNACLE 11.624 METERS 13002 | FB2698| FB2699 MONTFORD COVE APPROX. 4.8 KM 2583252.8 | FB2698|---------------------------------------------------------------------| FB2698 FB2698 SUPERSEDED SURVEY CONTROL FB2698 FB2698 NAD 83(1986)- 35 31 59.15206(N) 082 02 27.33546(W) AD( ) 2 FB2698 NAD 27 - 35 31 58.70792(N) 082 02 27.95803(W) AD( ) 2 FB2698 NGVD 29 (07/19/86) 761.5 (m) 2498. (f) VERT ANG FB2698 FB2698.Superseded values are not recommended for survey control. FB2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2698.See file dsdata.txt to determine how the superseded data were derived. FB2698 FB2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0563232663(NAD 83) FB2698_MARKER: DR = REFERENCE MARK DISK FB2698_SETTING: 66 = SET IN ROCK OUTCROP FB2698_SP_SET: IN DRILL HOLE IN ROCK OUTCROP FB2698_STAMPING: PINNACLE NO 2 1933 FB2698_MARK LOGO: CGS FB2698_MAGNETIC: N = NO MAGNETIC MATERIAL FB2698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FB2698+STABILITY: POSITION/ELEVATION WELL FB2698 FB2698 HISTORY - Date Condition Report By FB2698 HISTORY - 1972 MONUMENTED NGS FB2698 HISTORY - 19830101 GOOD NCGS FB2698 HISTORY - 19900530 GOOD NCGS FB2698 FB2698 STATION DESCRIPTION FB2698 FB2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 FB2698'TO REACH STATION FROM COMMUNITY OF WHITE HOUSE (INTERSECTION OF SR FB2698'1001 WITH SR 1328), PROCEED ESE ALONG SR 1328 FOR 0.15 MILE TO FB2698'MOUNTAIN ROAD LEFT, APPROX. 200 FEET E OF A BROWN FRAME HOUSE, FB2698'TAKE MOUNTAIN ROAD FOR 2.3 MI. TO SUMMIT AT FIRE TOWER AND STATION FB2698'(KEEPING LEFT AT FORKS). FB2698' FB2698'THE STATION MARK IS 2.5 FEET SOUTHEAST OF NORTHWEST EDGE OF ROCK FB2698'SHELF, AND 11.510 METERS (37.76 FEET) FROM STATION PINNACLE FB2698'N 49 DEG 50 MIN W. FB2698 FB2698 STATION RECOVERY (1983) FB2698 FB2698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FB2698'RECOVERED AS DESCRIBED. LOCATED 16.2 M (53.1 FT) WEST-NORTHWEST OF THE FB2698'NORTHWEST LEG OF LOOKOUT TOWER, AND 12.7 M (41.7 FT) NORTH OF 10-INCH FB2698'VIIRGINIA PINE WITH A REFERENCE TAG. FB2698 FB2698 STATION RECOVERY (1990) FB2698 FB2698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC) FB2698'STATION WAS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8245 *********************************************************************** AF8245 DESIGNATION - PISGAH AF8245 PID - AF8245 AF8245 STATE/COUNTY- NC/RUTHERFORD AF8245 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8245 AF8245 *CURRENT SURVEY CONTROL AF8245 ___________________________________________________________________ AF8245* NAD 83(1986)- 35 28 41.49760(N) 081 52 49.99041(W) ADJUSTED AF8245* NAVD 88 - 327.7 (meters) 1075. (feet) VERT ANG AF8245 ___________________________________________________________________ AF8245 LAPLACE CORR- -0.47 (seconds) DEFLEC99 AF8245 GEOID HEIGHT- -31.90 (meters) GEOID03 AF8245 AF8245 HORZ ORDER - SECOND AF8245 AF8245.The North Carolina HARNS have been completed but, AF8245.due to contractual restrictions, coordinates for these stations AF8245.will NOT be published in the near future. In the interim, the AF8245.published coordinates in North Carolina will not be AF8245.consistent with the Continuously Operating Reference Stations AF8245.(CORS). The HARN coordinates for these stations are available AF8245.upon request. Contact Gary Thompson(919-733-3836). AF8245. AF8245.In addition, the published North Carolina positions AF8245.(NAD 83 (1986)) are NOT consistent with those determined in AF8245.adjacent state readjustments. The discontinuity between stations AF8245.located in North Carolina and those in adjacent states AF8245.which have been adjusted to the HARN may be as much as 5 AF8245.decimeters. This will result in a significant loss of accuracy AF8245.over lines crossing such state borders. AF8245 AF8245 AF8245.The horizontal coordinates were established by classical geodetic methods AF8245.and adjusted by the National Geodetic Survey in June 1998. AF8245 AF8245.The orthometric height was determined by vertical angle observations. AF8245 AF8245.The Laplace correction was computed from DEFLEC99 derived deflections. AF8245 AF8245.The geoid height was determined by GEOID03. AF8245 AF8245; North East Units Scale Factor Converg. AF8245;SPC NC - 195,501.376 348,247.748 MT 0.99988037 -1 39 45.3 AF8245;SPC NC - 641,407.43 1,142,542.82 sFT 0.99988037 -1 39 45.3 AF8245;UTM 17 - 3,926,431.319 420,117.316 MT 0.99967864 -0 30 39.9 AF8245 AF8245! - Elev Factor x Scale Factor = Combined Factor AF8245!SPC NC - 0.99995357 x 0.99988037 = 0.99983395 AF8245!UTM 17 - 0.99995357 x 0.99967864 = 0.99963223 AF8245 AF8245 SUPERSEDED SURVEY CONTROL AF8245 AF8245.No superseded survey control is available for this station. AF8245 AF8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2011726431(NAD 83) AF8245_MARKER: DE = TRAVERSE STATION DISK AF8245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8245_STAMPING: PISGAH 1983 AF8245_MARK LOGO: NCGS AF8245_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8245+STABILITY: SURFACE MOTION AF8245 AF8245 HISTORY - Date Condition Report By AF8245 HISTORY - 1983 MONUMENTED NCGS AF8245 AF8245 STATION DESCRIPTION AF8245 AF8245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8245'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF LANES STORE, AF8245'14.2 KM (8.80 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 7.96 KM AF8245'(4.95 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.56 KM (0.35 AF8245'MI) SOUTHWEST OF SR 1513, IN WEST SHOULDER. MARK IS RECESSED 4 INCHES AF8245'BELOW GROUND AND IS 1-FOOT LOWER THAN US 64. LOCATED 4.36 M (14.30 FT) AF8245'WEST-NORTHWEST OF THE CENTERLINE OF US 64, 23.68 M (77.69 FT) AF8245'NORTH-NORTHEAST OF MAIL BOX POST, 14.36 M (47.11 FT) NORTH-NORTHWEST AF8245'OF TELEPHONE PEDESTAL, 21.79 M (71.49 FT) NORTHWEST OF NORTH-MOST AF8245'BRICK PILLAR OF CHURCH SIGN, 91.44 M (300.00 FT) (APPROX.) NORTH OF AF8245'NORTHWEST CORNER OF CHURCH, AND 39.29 M (128.90 FT) NORTH OF POWER AF8245'POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3265 *********************************************************************** FA3265 DESIGNATION - PLAINVIEW FA3265 PID - FA3265 FA3265 STATE/COUNTY- NC/RUTHERFORD FA3265 USGS QUAD - BOILING SPRINGS NORTH (1982) FA3265 FA3265 *CURRENT SURVEY CONTROL FA3265 ___________________________________________________________________ FA3265* NAD 83(1986)- 35 17 56.86231(N) 081 44 06.08042(W) ADJUSTED FA3265* NAVD 88 - 294.9 (meters) 968. (feet) VERTCON FA3265 ___________________________________________________________________ FA3265 LAPLACE CORR- 0.47 (seconds) DEFLEC99 FA3265 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3265 FA3265 HORZ ORDER - SECOND FA3265 FA3265.The North Carolina HARNS have been completed but, FA3265.due to contractual restrictions, coordinates for these stations FA3265.will NOT be published in the near future. In the interim, the FA3265.published coordinates in North Carolina will not be FA3265.consistent with the Continuously Operating Reference Stations FA3265.(CORS). The HARN coordinates for these stations are available FA3265.upon request. Contact Gary Thompson(919-733-3836). FA3265. FA3265.In addition, the published North Carolina positions FA3265.(NAD 83 (1986)) are NOT consistent with those determined in FA3265.adjacent state readjustments. The discontinuity between stations FA3265.located in North Carolina and those in adjacent states FA3265.which have been adjusted to the HARN may be as much as 5 FA3265.decimeters. This will result in a significant loss of accuracy FA3265.over lines crossing such state borders. FA3265 FA3265 FA3265.The horizontal coordinates were established by classical geodetic methods FA3265.and adjusted by the National Geodetic Survey in July 1986. FA3265 FA3265.The NAVD 88 height was computed by applying the VERTCON shift value to FA3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3265 FA3265.The Laplace correction was computed from DEFLEC99 derived deflections. FA3265 FA3265.The geoid height was determined by GEOID03. FA3265 FA3265; North East Units Scale Factor Converg. FA3265;SPC NC - 175,271.020 360,901.129 MT 0.99987293 -1 34 42.9 FA3265;SPC NC - 575,035.00 1,184,056.45 sFT 0.99987293 -1 34 42.9 FA3265;UTM 17 - 3,906,463.791 433,172.383 MT 0.99965504 -0 25 29.1 FA3265 FA3265! - Elev Factor x Scale Factor = Combined Factor FA3265!SPC NC - 0.99995873 x 0.99987293 = 0.99983166 FA3265!UTM 17 - 0.99995873 x 0.99965504 = 0.99961378 FA3265 FA3265|---------------------------------------------------------------------| FA3265| PID Reference Object Distance Geod. Az | FA3265| dddmmss.s | FA3265| FA3264 CLIFF 375.211 METERS 16127 | FA3265|---------------------------------------------------------------------| FA3265 FA3265 SUPERSEDED SURVEY CONTROL FA3265 FA3265 NAD 27 - 35 17 56.42286(N) 081 44 06.72656(W) AD( ) 2 FA3265 NGVD 29 (07/19/86) 295.1 (m) 968. (f) VERT ANG FA3265 FA3265.Superseded values are not recommended for survey control. FA3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3265.See file dsdata.txt to determine how the superseded data were derived. FA3265 FA3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3317206464(NAD 83) FA3265_MARKER: DE = TRAVERSE STATION DISK FA3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3265_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3265_STAMPING: PLAINVIEW 1973 FA3265_MARK LOGO: NCGS FA3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3265+STABILITY: SURFACE MOTION FA3265 FA3265 HISTORY - Date Condition Report By FA3265 HISTORY - 1973 MONUMENTED NCGS FA3265 HISTORY - 19960524 MARK NOT FOUND USPSQD FA3265 FA3265 STATION DESCRIPTION FA3265 FA3265'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS) FA3265'PLAINVIEW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3265'THE VICINITY OF ELLENBORO, NORTH CAROLINA. FA3265' FA3265'PLAINVIEW IS LOCATED APPROXIMATELY 2.3 MILES SE OF ELLENBORO, AND FA3265'4.6 MILES NNE OF CLIFFSIDE. TO REACH STATION FROM INTERSECTION OF FA3265'US 74 BUSINESS AND NC 120 NEAR CLEVELAND-RUTHERFORD COUNTY LINE, FA3265'PROCEED SOUTH ALONG NC 120 ACROSS SCL R/R CROSSING TO SR 1982 FA3265'(WEBB ROAD), THENCE WEST ALONG SR 1982 FOR 0.5 MILES TO SR 1984. FA3265'THENCE SOUTH ALONG SR 1984 FOR 0.4 MILES TO STATION ON LEFT, FA3265'APPROXIMATELY 0.1 MILES EAST OF PLAINVIEW BAPTIST CHURCH, AND FA3265'ACROSS ROAD FROM J. M. LOVELACE RESIDENCE. FA3265' FA3265'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA3265'PLAINVIEW 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA3265'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FA3265' FA3265'MARK IS FA3265'22.6 FEET SE OF C/L OF SR 1984. FA3265'84.0 FEET NE OF C/L ABANDONED ROAD. FA3265'6.0 FEET ENE OF TP W/ALUMINUM REF. TAG. FA3265'66.8 FEET NE OF N END OF 18 INCH CONCRETE CULVERT. FA3265'54.7 FEET NE OF 12 INCH FORKED PEAR TREE W/ALUMINUM REF. TAG. FA3265'57.1 FEET NNE OF 8 INCH PEAR TREE W/ALUMINUM REF. TAG. FA3265'3.5 FEET S OF EDGE OF BANK. FA3265 FA3265 STATION RECOVERY (1996) FA3265 FA3265'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3265'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI8569 *********************************************************************** AI8569 DESIGNATION - PLEASANT HILL AZ MK AI8569 PID - AI8569 AI8569 STATE/COUNTY- NC/RUTHERFORD AI8569 USGS QUAD - PEA RIDGE (1982) AI8569 AI8569 *CURRENT SURVEY CONTROL AI8569 ___________________________________________________________________ AI8569* NAD 83(1986)- 35 21 51.13033(N) 082 01 55.39561(W) ADJUSTED AI8569* NAVD 88 - 257.4 (meters) 844. (feet) VERT ANG AI8569 ___________________________________________________________________ AI8569 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AI8569 GEOID HEIGHT- -31.87 (meters) GEOID03 AI8569 AI8569 HORZ ORDER - SECOND AI8569 AI8569.The North Carolina HARNS have been completed but, AI8569.due to contractual restrictions, coordinates for these stations AI8569.will NOT be published in the near future. In the interim, the AI8569.published coordinates in North Carolina will not be AI8569.consistent with the Continuously Operating Reference Stations AI8569.(CORS). The HARN coordinates for these stations are available AI8569.upon request. Contact Gary Thompson(919-733-3836). AI8569. AI8569.In addition, the published North Carolina positions AI8569.(NAD 83 (1986)) are NOT consistent with those determined in AI8569.adjacent state readjustments. The discontinuity between stations AI8569.located in North Carolina and those in adjacent states AI8569.which have been adjusted to the HARN may be as much as 5 AI8569.decimeters. This will result in a significant loss of accuracy AI8569.over lines crossing such state borders. AI8569 AI8569 AI8569.The horizontal coordinates were established by classical geodetic methods AI8569.and adjusted by the National Geodetic Survey in November 2000. AI8569 AI8569.The orthometric height was determined by vertical angle observations. AI8569 AI8569.The Laplace correction was computed from DEFLEC99 derived deflections. AI8569 AI8569.The geoid height was determined by GEOID03. AI8569 AI8569; North East Units Scale Factor Converg. AI8569;SPC NC - 183,271.081 334,119.963 MT 0.99987451 -1 45 00.0 AI8569;SPC NC - 601,281.87 1,096,191.91 sFT 0.99987451 -1 45 00.0 AI8569;UTM 17 - 3,913,921.757 406,240.834 MT 0.99970833 -0 35 50.5 AI8569 AI8569! - Elev Factor x Scale Factor = Combined Factor AI8569!SPC NC - 0.99996460 x 0.99987451 = 0.99983911 AI8569!UTM 17 - 0.99996460 x 0.99970833 = 0.99967294 AI8569 AI8569 SUPERSEDED SURVEY CONTROL AI8569 AI8569.No superseded survey control is available for this station. AI8569 AI8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0624113922(NAD 83) AI8569_MARKER: DZ = AZIMUTH MARK DISK AI8569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI8569_STAMPING: PLEASANT HILL 1992 AI8569_MARK LOGO: NCGS AI8569_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI8569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI8569+STABILITY: SURFACE MOTION AI8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI8569+SATELLITE: SATELLITE OBSERVATIONS - 1992 AI8569 AI8569 HISTORY - Date Condition Report By AI8569 HISTORY - 1992 MONUMENTED NCGS AI8569 AI8569 STATION DESCRIPTION AI8569 AI8569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC) AI8569'STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST-SOUTHEAST OF LAKE LURE AI8569'AND 4.1 MI (6.6 KM) WEST OF RUTHERFORDTON. AI8569'PROCEED ALONG US 64-74 BYPASS FOR 0.6 MI (1.0 KM) WEST FROM THE US 221 AI8569'UNDERPASS (IN RUTHERFORDTON) , THENCE SOUTH FOR 0.2 MI (0.3 KM) ALONG AI8569'US 74 BUSINESS (NORTH WASHINGTON STREET) , THENCE WEST FOR 4.6 MI (7.4 AI8569'KM) ALONG SR 1178 (MAPLE CREEK ROAD) TO STATION, OR 0.2 MI (0.3 KM) AI8569'EAST OF AN ELECTRICAL SUBSTATION, AT CURVE IN SOUTH ROAD SHOULDER. AI8569'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 18.3 FT AI8569'(5.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 60.9 FT (18.6 AI8569'M) WEST OF THE INTERSECTION OF A GRAVEL DRIVEWAY LEADING NORTH--AND AI8569'51.0 FT (15.5 M) NORTHWEST OF A POWER POLE, 104.5 FT (31.9 M) AI8569'WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER (ACROSS ROAD) --BOTH AI8569'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3332 *********************************************************************** FA3332 DESIGNATION - PROCTOR FA3332 PID - FA3332 FA3332 STATE/COUNTY- NC/RUTHERFORD FA3332 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA3332 FA3332 *CURRENT SURVEY CONTROL FA3332 ___________________________________________________________________ FA3332* NAD 83(1986)- 35 20 00.04459(N) 081 54 21.87819(W) ADJUSTED FA3332* NAVD 88 - 321.9 (meters) 1056. (feet) VERTCON FA3332 ___________________________________________________________________ FA3332 LAPLACE CORR- -0.59 (seconds) DEFLEC99 FA3332 GEOID HEIGHT- -31.95 (meters) GEOID03 FA3332 FA3332 HORZ ORDER - SECOND FA3332 FA3332.The North Carolina HARNS have been completed but, FA3332.due to contractual restrictions, coordinates for these stations FA3332.will NOT be published in the near future. In the interim, the FA3332.published coordinates in North Carolina will not be FA3332.consistent with the Continuously Operating Reference Stations FA3332.(CORS). The HARN coordinates for these stations are available FA3332.upon request. Contact Gary Thompson(919-733-3836). FA3332. FA3332.In addition, the published North Carolina positions FA3332.(NAD 83 (1986)) are NOT consistent with those determined in FA3332.adjacent state readjustments. The discontinuity between stations FA3332.located in North Carolina and those in adjacent states FA3332.which have been adjusted to the HARN may be as much as 5 FA3332.decimeters. This will result in a significant loss of accuracy FA3332.over lines crossing such state borders. FA3332 FA3332 FA3332.The horizontal coordinates were established by classical geodetic methods FA3332.and adjusted by the National Geodetic Survey in July 1986. FA3332 FA3332.The NAVD 88 height was computed by applying the VERTCON shift value to FA3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3332 FA3332.The Laplace correction was computed from DEFLEC99 derived deflections. FA3332 FA3332.The geoid height was determined by GEOID03. FA3332 FA3332; North East Units Scale Factor Converg. FA3332;SPC NC - 179,507.137 345,462.238 MT 0.99987360 -1 40 38.3 FA3332;SPC NC - 588,933.00 1,133,404.03 sFT 0.99987360 -1 40 38.3 FA3332;UTM 17 - 3,910,387.431 417,654.513 MT 0.99968356 -0 31 26.6 FA3332 FA3332! - Elev Factor x Scale Factor = Combined Factor FA3332!SPC NC - 0.99995450 x 0.99987360 = 0.99982810 FA3332!UTM 17 - 0.99995450 x 0.99968356 = 0.99963807 FA3332 FA3332: Primary Azimuth Mark Grid Az FA3332:SPC NC - AEROQUIP 018 38 48.9 FA3332:UTM 17 - AEROQUIP 017 29 37.2 FA3332 FA3332|---------------------------------------------------------------------| FA3332| PID Reference Object Distance Geod. Az | FA3332| dddmmss.s | FA3332| FA1359 AEROQUIP APPROX. 0.8 KM 0165810.6 | FA3332|---------------------------------------------------------------------| FA3332 FA3332 SUPERSEDED SURVEY CONTROL FA3332 FA3332 NAD 27 - 35 19 59.58678(N) 081 54 22.51251(W) AD( ) 2 FA3332 NGVD 29 (07/19/86) 322.1 (m) 1057. (f) VERT ANG FA3332 FA3332.Superseded values are not recommended for survey control. FA3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3332.See file dsdata.txt to determine how the superseded data were derived. FA3332 FA3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1765510387(NAD 83) FA3332_MARKER: DE = TRAVERSE STATION DISK FA3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3332_STAMPING: PROCTOR 1972 FA3332_MARK LOGO: NCGS FA3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3332+STABILITY: SURFACE MOTION FA3332 FA3332 HISTORY - Date Condition Report By FA3332 HISTORY - 1972 MONUMENTED NCGS FA3332 HISTORY - 19960524 GOOD USPSQD FA3332 FA3332 STATION DESCRIPTION FA3332 FA3332'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3332'PROCTOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA3332'THE VICINITY OF SPINDALE, NORTH CAROLINA. FA3332' FA3332'PROCTOR IS LOCATED APPROXIMATELY 2.1 MILES SE OF SPINDALE, AND 2.5 FA3332'MILES WEST OF FOREST CITY. TO REACH STATION FROM INTERSECTION OF US FA3332'74 BUSINESS-US 221 A WITH US 74 BY-PASS IN (SE) RUTHERFORDTON, FA3332'PROCEED SE ALONG US 74 BY-PASS FOR 3.1 MILES TO INTERSECTION WITH FA3332'DANIEL ROAD (SR 2184), THENCE SOUTH ALONG SR 2184 FOR 0.5 MILE TO FA3332'STATION ON THE RIGHT BANK. 0.05 MILE NORTH OF INTERSECTION WITH FA3332'SR 2159, AND AT NE CORNER OF PROCTOR YARD. FA3332' FA3332'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PROCTOR FA3332'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3332'FLUSH WITH THE GROUND. FA3332' FA3332'MARK IS FA3332'17.7 FEET W OF A C/L OF SR 2184. FA3332'11.0 FEET N OF A 3 INCH TWIN WHITE PINE. FA3332'59.9 FEET NNE OF ALUMINUM REF. TAG ON POWER SERVICE POLE FA3332'W/TRANSFORMER (NO. DCE1). FA3332'90.2 FEET NE OF C/L OF CONCRETE WELL CASING. FA3332 FA3332 STATION RECOVERY (1996) FA3332 FA3332'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3332'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8600 *********************************************************************** AE8600 DESIGNATION - RAM AE8600 PID - AE8600 AE8600 STATE/COUNTY- NC/RUTHERFORD AE8600 USGS QUAD - GLENWOOD (1993) AE8600 AE8600 *CURRENT SURVEY CONTROL AE8600 ___________________________________________________________________ AE8600* NAD 83(1986)- 35 30 44.87503(N) 081 58 22.69027(W) ADJUSTED AE8600* NAVD 88 - 307.623 (meters) 1009.26 (feet) ADJUSTED AE8600 ___________________________________________________________________ AE8600 LAPLACE CORR- -2.30 (seconds) DEFLEC99 AE8600 GEOID HEIGHT- -31.79 (meters) GEOID03 AE8600 DYNAMIC HT - 307.318 (meters) 1008.26 (feet) COMP AE8600 MODELED GRAV- 979,633.4 (mgal) NAVD 88 AE8600 AE8600 HORZ ORDER - SECOND AE8600 VERT ORDER - SECOND CLASS II AE8600 AE8600.The North Carolina HARNS have been completed but, AE8600.due to contractual restrictions, coordinates for these stations AE8600.will NOT be published in the near future. In the interim, the AE8600.published coordinates in North Carolina will not be AE8600.consistent with the Continuously Operating Reference Stations AE8600.(CORS). The HARN coordinates for these stations are available AE8600.upon request. Contact Gary Thompson(919-733-3836). AE8600. AE8600.In addition, the published North Carolina positions AE8600.(NAD 83 (1986)) are NOT consistent with those determined in AE8600.adjacent state readjustments. The discontinuity between stations AE8600.located in North Carolina and those in adjacent states AE8600.which have been adjusted to the HARN may be as much as 5 AE8600.decimeters. This will result in a significant loss of accuracy AE8600.over lines crossing such state borders. AE8600 AE8600 AE8600.The horizontal coordinates were established by classical geodetic methods AE8600.and adjusted by the National Geodetic Survey in June 1998. AE8600 AE8600.The orthometric height was determined by differential leveling AE8600.and adjusted by the National Geodetic Survey in May 1998. AE8600 AE8600.The Laplace correction was computed from DEFLEC99 derived deflections. AE8600 AE8600.The geoid height was determined by GEOID03. AE8600 AE8600.The dynamic height is computed by dividing the NAVD 88 AE8600.geopotential number by the normal gravity value computed on the AE8600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8600.degrees latitude (g = 980.6199 gals.). AE8600 AE8600.The modeled gravity was interpolated from observed gravity values. AE8600 AE8600; North East Units Scale Factor Converg. AE8600;SPC NC - 199,548.845 339,979.071 MT 0.99988291 -1 42 57.3 AE8600;SPC NC - 654,686.50 1,115,414.67 sFT 0.99988291 -1 42 57.3 AE8600;UTM 17 - 3,930,311.107 411,770.622 MT 0.99969593 -0 33 54.8 AE8600 AE8600! - Elev Factor x Scale Factor = Combined Factor AE8600!SPC NC - 0.99995671 x 0.99988291 = 0.99983962 AE8600!UTM 17 - 0.99995671 x 0.99969593 = 0.99965265 AE8600 AE8600 SUPERSEDED SURVEY CONTROL AE8600 AE8600 NAVD 88 (06/09/98) 307.61 (m) 1009.2 (f) LEVELING 3 AE8600 AE8600.Superseded values are not recommended for survey control. AE8600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8600.See file dsdata.txt to determine how the superseded data were derived. AE8600 AE8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1177130311(NAD 83) AE8600_MARKER: DE = TRAVERSE STATION DISK AE8600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8600_STAMPING: RAM 1983 AE8600_MARK LOGO: NCGS AE8600_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE8600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8600+STABILITY: SURFACE MOTION AE8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8600+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989 AE8600 AE8600 HISTORY - Date Condition Report By AE8600 HISTORY - 1983 MONUMENTED NCGS AE8600 HISTORY - 19890215 GOOD NCGS AE8600 HISTORY - 19900304 GOOD NCGS AE8600 AE8600 STATION DESCRIPTION AE8600 AE8600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 AE8600'STATION IS LOCATED ABOUT 0.35 MI (0.56 KM) SOUTH OF THERMAL CITY, AND AE8600'10.0 MI (16.1 KM) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 15.3 MI AE8600'(24.6 KM) NORTH OF THE US 64-US 74 OVERPASS IN NORTH RUTHERFORDTON, AE8600'BEHIND A GUARD RAIL, OR 0.35 MI (0.56 KM) NORTH OF SR 1501. MARK IS AE8600'FLUSH WITH GROUND. LOCATED 24.2 FT (7.4 M) EAST-SOUTHEAST OF THE AE8600'CENTERLINE OF US 221, 2.9 FT (0.9 M) EAST-SOUTHEAST OF THE GUARD RAIL, AE8600'302.0 FT (92.0 M) NORTH-NORTHEAST OF THE SOUTH END OF THE GUARD RAIL, AE8600'AND 15.6 FT (4.8 M) WEST-NORTHWEST OF A 4-INCH POPLAR WITH A REFERENCE AE8600'TAG. AE8600 AE8600 STATION RECOVERY (1990) AE8600 AE8600'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE8600'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7928 *********************************************************************** AF7928 DESIGNATION - RANDALL AZ MK AF7928 PID - AF7928 AF7928 STATE/COUNTY- NC/RUTHERFORD AF7928 USGS QUAD - SUNSHINE (1965) AF7928 AF7928 *CURRENT SURVEY CONTROL AF7928 ___________________________________________________________________ AF7928* NAD 83(1986)- 35 23 24.63516(N) 081 49 05.26961(W) ADJUSTED AF7928* NAVD 88 - 323.7 (meters) 1062. (feet) VERT ANG AF7928 ___________________________________________________________________ AF7928 LAPLACE CORR- 0.47 (seconds) DEFLEC99 AF7928 GEOID HEIGHT- -31.94 (meters) GEOID03 AF7928 AF7928 HORZ ORDER - SECOND AF7928 AF7928.The North Carolina HARNS have been completed but, AF7928.due to contractual restrictions, coordinates for these stations AF7928.will NOT be published in the near future. In the interim, the AF7928.published coordinates in North Carolina will not be AF7928.consistent with the Continuously Operating Reference Stations AF7928.(CORS). The HARN coordinates for these stations are available AF7928.upon request. Contact Gary Thompson(919-733-3836). AF7928. AF7928.In addition, the published North Carolina positions AF7928.(NAD 83 (1986)) are NOT consistent with those determined in AF7928.adjacent state readjustments. The discontinuity between stations AF7928.located in North Carolina and those in adjacent states AF7928.which have been adjusted to the HARN may be as much as 5 AF7928.decimeters. This will result in a significant loss of accuracy AF7928.over lines crossing such state borders. AF7928 AF7928 AF7928.The horizontal coordinates were established by classical geodetic methods AF7928.and adjusted by the National Geodetic Survey in June 1998. AF7928 AF7928.The orthometric height was determined by vertical angle observations. AF7928 AF7928.The Laplace correction was computed from DEFLEC99 derived deflections. AF7928 AF7928.The geoid height was determined by GEOID03. AF7928 AF7928; North East Units Scale Factor Converg. AF7928;SPC NC - 185,578.545 353,632.664 MT 0.99987550 -1 37 35.5 AF7928;SPC NC - 608,852.28 1,160,209.83 sFT 0.99987550 -1 37 35.5 AF7928;UTM 17 - 3,916,620.773 425,699.516 MT 0.99966803 -0 28 25.8 AF7928 AF7928! - Elev Factor x Scale Factor = Combined Factor AF7928!SPC NC - 0.99995421 x 0.99987550 = 0.99982971 AF7928!UTM 17 - 0.99995421 x 0.99966803 = 0.99962225 AF7928 AF7928 SUPERSEDED SURVEY CONTROL AF7928 AF7928.No superseded survey control is available for this station. AF7928 AF7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2570016621(NAD 83) AF7928_MARKER: DZ = AZIMUTH MARK DISK AF7928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7928_STAMPING: RANDALL 1990 AF7928_MARK LOGO: NCGS AF7928_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF7928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7928+STABILITY: SURFACE MOTION AF7928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7928+SATELLITE: SATELLITE OBSERVATIONS - 1990 AF7928 AF7928 HISTORY - Date Condition Report By AF7928 HISTORY - 1990 MONUMENTED NCGS AF7928 AF7928 STATION DESCRIPTION AF7928 AF7928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AF7928'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF FOREST CITY AND AF7928'5.6 MI (9.0 KM) NORTHWEST OF ELLENBORO, IN WASHBURN CROSSROADS AF7928'COMMUNITY.$ALONG SR 1006 (BOSTIC SUNSHINE ROAD) FOR 4.3 MI (6.9 KM) AF7928'NORTH FROM US 74 BUSINESS, OR 0.2 MI (0.3 KM) SOUTH OF WASHBURN AF7928'CROSSROADS, IN WEST SHOULDER NEAR NORTHEAST CORNER OF WOODS.$MARK IS AF7928'LEVEL WITH ROAD AND RECESSED 3 INCHES BELOW GROUND. LOCATED 14.1 FT AF7928'(4.3 M) WEST-NORTHWEST OF THE CENTERLINE OF SR 1006, 41.7 FT (12.7 M) AF7928'WEST-SOUTHWEST OF THE CENTERLINE OF DRIVEWAY WITH CENTERLINE OF ROAD, AF7928'153.2 FT (46.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF CONCRETE DRIVE, AF7928'51.0 FT (15.5 M) WEST OF TELEPHONE PEDESTAL, AND 19.2 FT (5.9 M) AF7928'EAST-SOUTHEAST OF 12-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2740 *********************************************************************** FB2740 DESIGNATION - REAVIS FB2740 PID - FB2740 FB2740 STATE/COUNTY- NC/RUTHERFORD FB2740 USGS QUAD - SHINGLE HOLLOW (1982) FB2740 FB2740 *CURRENT SURVEY CONTROL FB2740 ___________________________________________________________________ FB2740* NAD 83(1986)- 35 25 52.83551(N) 082 01 34.62252(W) ADJUSTED FB2740* NAVD 88 - 326.9 (meters) 1073. (feet) VERTCON FB2740 ___________________________________________________________________ FB2740 LAPLACE CORR- -2.28 (seconds) DEFLEC99 FB2740 GEOID HEIGHT- -31.81 (meters) GEOID03 FB2740 FB2740 HORZ ORDER - SECOND FB2740 FB2740.The North Carolina HARNS have been completed but, FB2740.due to contractual restrictions, coordinates for these stations FB2740.will NOT be published in the near future. In the interim, the FB2740.published coordinates in North Carolina will not be FB2740.consistent with the Continuously Operating Reference Stations FB2740.(CORS). The HARN coordinates for these stations are available FB2740.upon request. Contact Gary Thompson(919-733-3836). FB2740. FB2740.In addition, the published North Carolina positions FB2740.(NAD 83 (1986)) are NOT consistent with those determined in FB2740.adjacent state readjustments. The discontinuity between stations FB2740.located in North Carolina and those in adjacent states FB2740.which have been adjusted to the HARN may be as much as 5 FB2740.decimeters. This will result in a significant loss of accuracy FB2740.over lines crossing such state borders. FB2740 FB2740 FB2740.The horizontal coordinates were established by classical geodetic methods FB2740.and adjusted by the National Geodetic Survey in July 1986. FB2740 FB2740.The NAVD 88 height was computed by applying the VERTCON shift value to FB2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2740 FB2740.The Laplace correction was computed from DEFLEC99 derived deflections. FB2740 FB2740.The geoid height was determined by GEOID03. FB2740 FB2740; North East Units Scale Factor Converg. FB2740;SPC NC - 190,699.775 334,871.093 MT 0.99987749 -1 44 48.1 FB2740;SPC NC - 625,654.18 1,098,656.24 sFT 0.99987749 -1 44 48.1 FB2740;UTM 17 - 3,921,362.800 406,842.337 MT 0.99970695 -0 35 42.0 FB2740 FB2740! - Elev Factor x Scale Factor = Combined Factor FB2740!SPC NC - 0.99995369 x 0.99987749 = 0.99983118 FB2740!UTM 17 - 0.99995369 x 0.99970695 = 0.99966065 FB2740 FB2740: Primary Azimuth Mark Grid Az FB2740:SPC NC - DENNING 123 37 10.6 FB2740:UTM 17 - DENNING 122 28 04.5 FB2740 FB2740|---------------------------------------------------------------------| FB2740| PID Reference Object Distance Geod. Az | FB2740| dddmmss.s | FB2740| FA3341 DENNING APPROX. 5.4 KM 1215222.5 | FB2740|---------------------------------------------------------------------| FB2740 FB2740 SUPERSEDED SURVEY CONTROL FB2740 FB2740 NAD 27 - 35 25 52.38363(N) 082 01 35.24712(W) AD( ) 2 FB2740 NGVD 29 (07/19/86) 327.1 (m) 1073. (f) VERT ANG FB2740 FB2740.Superseded values are not recommended for survey control. FB2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2740.See file dsdata.txt to determine how the superseded data were derived. FB2740 FB2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0684221363(NAD 83) FB2740_MARKER: DE = TRAVERSE STATION DISK FB2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2740_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2740_STAMPING: REAVIS 1973 FB2740_MARK LOGO: NCGS FB2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2740+STABILITY: SURFACE MOTION FB2740 FB2740 HISTORY - Date Condition Report By FB2740 HISTORY - 1973 MONUMENTED NCGS FB2740 FB2740 STATION DESCRIPTION FB2740 FB2740'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2740'REAVIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FB2740'VICINITY OF GILKEY, NORTH CAROLINA. FB2740' FB2740'REAVIS IS LOCATED APPROXIMATELY 2.6 MILES WSW OF GILKEY, AND 5.7 FB2740'MILES NW OF RUTHERFORDTON. TO REACH STATION FROM THE INTERSECTION FB2740'OF US 64 AND US 74 WITH SR 1001 WEST OF RUTHERFORDTON, PROCEED NORTH FB2740'ALONG SR 1001 FOR 0.35 MILES TO INTERSECTION WITH SR 1352, FB2740'THENCE NE ALONG SR 1352 FOR 1.45 MILES TO INTERSECTION WITH SR FB2740'1351, THENCE EAST ALONG SR 1351 FOR 0.3 MILES TO BOB REAVIS HOME FB2740'ON RIGHT, TURN RIGHT INTO DRIVEWAY, THENCE RIGHT AGAIN INTO FB2740'PASTURE AND PROCEED ESE THROUGH PASTURE FOR 0.2 MILES TO Y-FORK FB2740'IN WOODS, TURN LEFT AND PROCEED 0.2 MILES TO PASTURE GATE, TURN FB2740'RIGHT AND PROCEED NW THROUGH SECOND GATE FOR 0.1 MILES TO STATION FB2740'ON RIGHT IN PASTURE. FB2740' FB2740'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED REAVIS FB2740'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FB2740'FLUSH WITH THE SURFACE OF THE GROUND. FB2740' FB2740'MARK IS FB2740'0.8 FEET SE OF WHITE WITNESS POST. FB2740'67.0 FEET S OF CORNER FENCE POST W/ALUMINUM REF. TAG. FB2740'27.1 FEET W OF FENCE POST W/ALUMINUM REF. TAG. FB2740'156.7 FEET SE OF 3 INCH BIRCH TREE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8171 *********************************************************************** AF8171 DESIGNATION - RED AF8171 PID - AF8171 AF8171 STATE/COUNTY- NC/RUTHERFORD AF8171 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8171 AF8171 *CURRENT SURVEY CONTROL AF8171 ___________________________________________________________________ AF8171* NAD 83(1986)- 35 17 11.14550(N) 081 53 11.19476(W) ADJUSTED AF8171* NAVD 88 - 288.5 (meters) 947. (feet) VERT ANG AF8171 ___________________________________________________________________ AF8171 LAPLACE CORR- -0.55 (seconds) DEFLEC99 AF8171 GEOID HEIGHT- -31.96 (meters) GEOID03 AF8171 AF8171 HORZ ORDER - SECOND AF8171 AF8171.The North Carolina HARNS have been completed but, AF8171.due to contractual restrictions, coordinates for these stations AF8171.will NOT be published in the near future. In the interim, the AF8171.published coordinates in North Carolina will not be AF8171.consistent with the Continuously Operating Reference Stations AF8171.(CORS). The HARN coordinates for these stations are available AF8171.upon request. Contact Gary Thompson(919-733-3836). AF8171. AF8171.In addition, the published North Carolina positions AF8171.(NAD 83 (1986)) are NOT consistent with those determined in AF8171.adjacent state readjustments. The discontinuity between stations AF8171.located in North Carolina and those in adjacent states AF8171.which have been adjusted to the HARN may be as much as 5 AF8171.decimeters. This will result in a significant loss of accuracy AF8171.over lines crossing such state borders. AF8171 AF8171 AF8171.The horizontal coordinates were established by classical geodetic methods AF8171.and adjusted by the National Geodetic Survey in June 1998. AF8171 AF8171.The orthometric height was determined by vertical angle observations. AF8171 AF8171.The Laplace correction was computed from DEFLEC99 derived deflections. AF8171 AF8171.The geoid height was determined by GEOID03. AF8171 AF8171; North East Units Scale Factor Converg. AF8171;SPC NC - 174,252.730 347,095.023 MT 0.99987277 -1 39 57.5 AF8171;SPC NC - 571,694.17 1,138,760.92 sFT 0.99987277 -1 39 57.5 AF8171;UTM 17 - 3,905,167.959 419,392.416 MT 0.99968007 -0 30 43.5 AF8171 AF8171! - Elev Factor x Scale Factor = Combined Factor AF8171!SPC NC - 0.99995974 x 0.99987277 = 0.99983251 AF8171!UTM 17 - 0.99995974 x 0.99968007 = 0.99963982 AF8171 AF8171 SUPERSEDED SURVEY CONTROL AF8171 AF8171.No superseded survey control is available for this station. AF8171 AF8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1939205168(NAD 83) AF8171_MARKER: DE = TRAVERSE STATION DISK AF8171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8171_STAMPING: RED 1985 AF8171_MARK LOGO: NCGS AF8171_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8171+STABILITY: SURFACE MOTION AF8171 AF8171 HISTORY - Date Condition Report By AF8171 HISTORY - 1985 MONUMENTED NCGS AF8171 AF8171 STATION DESCRIPTION AF8171 AF8171'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8171'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHWEST OF ALEXANDER AF8171'MILLS, AND 11.3 KM (7.00 MI) SOUTHEAST OF RUTHERFORDTON. PROCEED ALONG AF8171'US 221 FOR 1.5 KM (0.95 MI) SOUTHEAST OF THE SR 2169 (US 221 TRUCK AF8171'ROUTE, OAKLAND RD.) INTERSECTION AT DANIELTOWN TO SR 2152, THENCE AF8171'EAST-NORTHEAST ALONG SR 2152 FOR 1.3 KM (0.80 MI) TO SR 2165 AND AF8171'STATION SOUTHEAST OF INTERSECTION AT FENCE LINE. MARK IS FLUSH WITH AF8171'GROUND AND LEVEL WITH SR 2152. LOCATED 7.68 M (25.20 FT) AF8171'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 2152, 24.51 M (80.41 FT) AF8171'SOUTH-SOUTHEAST OF POWER POLE WITH TRANSFORMER (ACROSS ROAD), 31.09 M AF8171'(102.00 FT) SOUTHEAST OF INTERSECTION OF SR 2152 AND SR 2165--AND AF8171'10.97 M (35.99 FT) WEST-NORTHWEST OF 18-INCH PINE, 1.28 M (4.20 FT) AF8171'NORTH OF FENCE POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8177 *********************************************************************** AF8177 DESIGNATION - ROBBINS AF8177 PID - AF8177 AF8177 STATE/COUNTY- NC/RUTHERFORD AF8177 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8177 AF8177 *CURRENT SURVEY CONTROL AF8177 ___________________________________________________________________ AF8177* NAD 83(1986)- 35 15 49.77871(N) 081 53 10.05030(W) ADJUSTED AF8177* NAVD 88 - 293.0 (meters) 961. (feet) VERT ANG AF8177 ___________________________________________________________________ AF8177 LAPLACE CORR- -0.49 (seconds) DEFLEC99 AF8177 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8177 AF8177 HORZ ORDER - SECOND AF8177 AF8177.The North Carolina HARNS have been completed but, AF8177.due to contractual restrictions, coordinates for these stations AF8177.will NOT be published in the near future. In the interim, the AF8177.published coordinates in North Carolina will not be AF8177.consistent with the Continuously Operating Reference Stations AF8177.(CORS). The HARN coordinates for these stations are available AF8177.upon request. Contact Gary Thompson(919-733-3836). AF8177. AF8177.In addition, the published North Carolina positions AF8177.(NAD 83 (1986)) are NOT consistent with those determined in AF8177.adjacent state readjustments. The discontinuity between stations AF8177.located in North Carolina and those in adjacent states AF8177.which have been adjusted to the HARN may be as much as 5 AF8177.decimeters. This will result in a significant loss of accuracy AF8177.over lines crossing such state borders. AF8177 AF8177 AF8177.The horizontal coordinates were established by classical geodetic methods AF8177.and adjusted by the National Geodetic Survey in June 1998. AF8177 AF8177.The orthometric height was determined by vertical angle observations. AF8177 AF8177.The Laplace correction was computed from DEFLEC99 derived deflections. AF8177 AF8177.The geoid height was determined by GEOID03. AF8177 AF8177; North East Units Scale Factor Converg. AF8177;SPC NC - 171,745.688 347,051.042 MT 0.99987261 -1 39 56.8 AF8177;SPC NC - 563,468.98 1,138,616.63 sFT 0.99987261 -1 39 56.8 AF8177;UTM 17 - 3,902,661.023 419,398.935 MT 0.99968006 -0 30 41.9 AF8177 AF8177! - Elev Factor x Scale Factor = Combined Factor AF8177!SPC NC - 0.99995903 x 0.99987261 = 0.99983165 AF8177!UTM 17 - 0.99995903 x 0.99968006 = 0.99963911 AF8177 AF8177 SUPERSEDED SURVEY CONTROL AF8177 AF8177.No superseded survey control is available for this station. AF8177 AF8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1939902661(NAD 83) AF8177_MARKER: DE = TRAVERSE STATION DISK AF8177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8177_STAMPING: ROBBINS 1985 AF8177_MARK LOGO: NCGS AF8177_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8177+STABILITY: SURFACE MOTION AF8177 AF8177 HISTORY - Date Condition Report By AF8177 HISTORY - 1985 MONUMENTED NCGS AF8177 AF8177 STATION DESCRIPTION AF8177 AF8177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8177'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) NORTHWEST OF HARRIS, AND AF8177'13.2 KM (8.20 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 2.0 KM AF8177'(1.25 MI) NORTHWEST OF THE US 221 BRIDGE OVER THE SEABOARD RAILROAD, AF8177'OR 62.5 M (205.1 FT) NORTHWEST OF SR 2151, AT ASPHALT DRIVE. MARK IS AF8177'RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH US 221. LOCATED 5.03 M AF8177'(16.50 FT) SOUTHWEST OF THE CENTERLINE OF US 221, 6.55 M (21.49 FT) AF8177'SOUTHEAST OF THE CENTERLINE OF ASPHALT DRIVE, 24.72 M (81.10 FT) AF8177'NORTH-NORTHWEST OF 18-INCH WHITE OAK, 24.23 M (79.49 FT) AF8177'NORTH-NORTHEAST OF 18-INCH CHESTNUT OAK, 37.80 M (124.02 FT) NORTHEAST AF8177'OF NORTHEAST CORNER OF FRAME HOUSE, AND 14.02 M (46.00 FT) AF8177'EAST-SOUTHEAST OF POWER SERVICE POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8234 *********************************************************************** AF8234 DESIGNATION - ROBERT AF8234 PID - AF8234 AF8234 STATE/COUNTY- NC/RUTHERFORD AF8234 USGS QUAD - FINGERVILLE EAST (1993) AF8234 AF8234 *CURRENT SURVEY CONTROL AF8234 ___________________________________________________________________ AF8234* NAD 83(1986)- 35 11 21.64722(N) 081 57 15.82531(W) ADJUSTED AF8234* NAVD 88 - 295.936 (meters) 970.92 (feet) ADJUSTED AF8234 ___________________________________________________________________ AF8234 LAPLACE CORR- -0.52 (seconds) DEFLEC99 AF8234 GEOID HEIGHT- -31.90 (meters) GEOID03 AF8234 DYNAMIC HT - 295.640 (meters) 969.95 (feet) COMP AF8234 MODELED GRAV- 979,625.5 (mgal) NAVD 88 AF8234 AF8234 HORZ ORDER - SECOND AF8234 VERT ORDER - SECOND CLASS II AF8234 AF8234.The North Carolina HARNS have been completed but, AF8234.due to contractual restrictions, coordinates for these stations AF8234.will NOT be published in the near future. In the interim, the AF8234.published coordinates in North Carolina will not be AF8234.consistent with the Continuously Operating Reference Stations AF8234.(CORS). The HARN coordinates for these stations are available AF8234.upon request. Contact Gary Thompson(919-733-3836). AF8234. AF8234.In addition, the published North Carolina positions AF8234.(NAD 83 (1986)) are NOT consistent with those determined in AF8234.adjacent state readjustments. The discontinuity between stations AF8234.located in North Carolina and those in adjacent states AF8234.which have been adjusted to the HARN may be as much as 5 AF8234.decimeters. This will result in a significant loss of accuracy AF8234.over lines crossing such state borders. AF8234 AF8234 AF8234.The horizontal coordinates were established by classical geodetic methods AF8234.and adjusted by the National Geodetic Survey in June 1998. AF8234 AF8234.The orthometric height was determined by differential leveling AF8234.and adjusted by the National Geodetic Survey in February 2001. AF8234.No vertical observational check was made to the station. AF8234 AF8234.The Laplace correction was computed from DEFLEC99 derived deflections. AF8234 AF8234.The geoid height was determined by GEOID03. AF8234 AF8234.The dynamic height is computed by dividing the NAVD 88 AF8234.geopotential number by the normal gravity value computed on the AF8234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF8234.degrees latitude (g = 980.6199 gals.). AF8234 AF8234.The modeled gravity was interpolated from observed gravity values. AF8234 AF8234; North East Units Scale Factor Converg. AF8234;SPC NC - 163,669.825 340,596.414 MT 0.99987318 -1 42 18.7 AF8234;SPC NC - 536,973.42 1,117,440.07 sFT 0.99987318 -1 42 18.7 AF8234;UTM 17 - 3,894,458.261 413,109.527 MT 0.99969304 -0 33 00.1 AF8234 AF8234! - Elev Factor x Scale Factor = Combined Factor AF8234!SPC NC - 0.99995856 x 0.99987318 = 0.99983174 AF8234!UTM 17 - 0.99995856 x 0.99969304 = 0.99965161 AF8234 AF8234 SUPERSEDED SURVEY CONTROL AF8234 AF8234.No superseded survey control is available for this station. AF8234 AF8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU1311094458(NAD 83) AF8234_MARKER: DH = HORIZONTAL CONTROL DISK AF8234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8234_STAMPING: ROBERT 1985 AF8234_MARK LOGO: NCGS AF8234_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8234+STABILITY: SURFACE MOTION AF8234 AF8234 HISTORY - Date Condition Report By AF8234 HISTORY - 1985 MONUMENTED NCGS AF8234 HISTORY - 19961016 GOOD NCGS AF8234 AF8234 STATION DESCRIPTION AF8234 AF8234'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8234'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTHEAST OF SANDY SPRINGS, AF8234'19.6 KM (12.15 MI) SOUTH OF RUTHERFORDTON. ALONG SR 1102 FOR 2.2 KM AF8234'(1.35 MI) SOUTHEAST OF THE SR 1101 (COUNTY LINE RD) INTERSECTION, AT AF8234'THE RUTHERFORD-POLK COUNTY LINE, AT SANDY SPRINGS, OR 0.5 KM (0.30 MI) AF8234'NORTHWEST OF THE NC-SC STATE LINE, UNDER POWER LINE. MARK PROJECTS 4 AF8234'INCHES ABOVE GROUND AND IS 2-FEET HIGHER THAN SR 1102. LOCATED 6.25 M AF8234'(20.51 FT) NORTHEAST OF THE CENTERLINE OF SR 1102, 1.46 M (4.79 FT) AF8234'SOUTHWEST OF FENCE POST, 8.02 M (26.31 FT) NORTHWEST OF POWER POLE, AF8234'14.63 M (48.00 FT) SOUTH OF 12-INCH PINE, AND 40.17 M (131.79 FT) AF8234'NORTHEAST OF NORTHEAST LEG OF TRANSMISSION TOWER (274). AF8234 AF8234 STATION RECOVERY (1996) AF8234 AF8234'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) AF8234'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8190 *********************************************************************** AF8190 DESIGNATION - ROBINSON AF8190 PID - AF8190 AF8190 STATE/COUNTY- NC/RUTHERFORD AF8190 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8190 AF8190 *CURRENT SURVEY CONTROL AF8190 ___________________________________________________________________ AF8190* NAD 83(1986)- 35 19 45.34299(N) 081 57 13.55300(W) ADJUSTED AF8190* NAVD 88 - 310.8 (meters) 1020. (feet) VERT ANG AF8190 ___________________________________________________________________ AF8190 LAPLACE CORR- -0.38 (seconds) DEFLEC99 AF8190 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8190 AF8190 HORZ ORDER - SECOND AF8190 AF8190.The North Carolina HARNS have been completed but, AF8190.due to contractual restrictions, coordinates for these stations AF8190.will NOT be published in the near future. In the interim, the AF8190.published coordinates in North Carolina will not be AF8190.consistent with the Continuously Operating Reference Stations AF8190.(CORS). The HARN coordinates for these stations are available AF8190.upon request. Contact Gary Thompson(919-733-3836). AF8190. AF8190.In addition, the published North Carolina positions AF8190.(NAD 83 (1986)) are NOT consistent with those determined in AF8190.adjacent state readjustments. The discontinuity between stations AF8190.located in North Carolina and those in adjacent states AF8190.which have been adjusted to the HARN may be as much as 5 AF8190.decimeters. This will result in a significant loss of accuracy AF8190.over lines crossing such state borders. AF8190 AF8190 AF8190.The horizontal coordinates were established by classical geodetic methods AF8190.and adjusted by the National Geodetic Survey in June 1998. AF8190 AF8190.The orthometric height was determined by vertical angle observations. AF8190 AF8190.The Laplace correction was computed from DEFLEC99 derived deflections. AF8190 AF8190.The geoid height was determined by GEOID03. AF8190 AF8190; North East Units Scale Factor Converg. AF8190;SPC NC - 179,182.241 341,115.625 MT 0.99987350 -1 42 17.4 AF8190;SPC NC - 587,867.07 1,119,143.51 sFT 0.99987350 -1 42 17.4 AF8190;UTM 17 - 3,909,975.194 413,316.124 MT 0.99969260 -0 33 05.7 AF8190 AF8190! - Elev Factor x Scale Factor = Combined Factor AF8190!SPC NC - 0.99995623 x 0.99987350 = 0.99982974 AF8190!UTM 17 - 0.99995623 x 0.99969260 = 0.99964885 AF8190 AF8190 SUPERSEDED SURVEY CONTROL AF8190 AF8190.No superseded survey control is available for this station. AF8190 AF8190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1331609975(NAD 83) AF8190_MARKER: DE = TRAVERSE STATION DISK AF8190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8190_STAMPING: ROBINSON 1985 AF8190_MARK LOGO: NCGS AF8190_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8190+STABILITY: SURFACE MOTION AF8190 AF8190 HISTORY - Date Condition Report By AF8190 HISTORY - 1985 MONUMENTED NCGS AF8190 AF8190 STATION DESCRIPTION AF8190 AF8190'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8190'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF SPINDALE, AND AF8190'4.2 KM (2.60 MI) SOUTH OF RUTHERFORDTON. ALONG US 221 FOR 4.35 KM AF8190'(2.70 MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION IN AF8190'RUTHERFORDTON, OR 0.55 KM (0.35 MI) SOUTHEAST OF SR 1191, IN YARD. AF8190'MARK IS FLUSH WITH GROUND AND IS 6-FEET HIGHER THAN US 221. LOCATED AF8190'11.89 M (39.01 FT) NORTH-NORTHEAST OF US 221, 7.74 M (25.39 FT) AF8190'WEST-NORTHWEST OF 24-INCH SYCAMORE, 14.02 M (46.00 FT) EAST-SOUTHEAST AF8190'OF 8-INCH APPLE, 11.73 M (38.48 FT) SOUTHWEST OF SOUTHEAST CORNER OF AF8190'BRICK HOUSE, 20.57 M (67.49 FT) SOUTHEAST OF POWER POLE WITH TELEPHONE AF8190'PEDESTAL AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.90 (meters) GEOID03 FA3340 FA3340 HORZ ORDER - SECOND FA3340 FA3340.The North 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 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). FA3340. FA3340.In addition, the published North 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 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 GEOID03. FA3340 FA3340; North East Units Scale Factor Converg. FA3340;SPC NC - 187,118.148 340,365.386 MT 0.99987595 -1 42 39.9 FA3340;SPC NC - 613,903.46 1,116,682.10 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA3340!SPC NC - 0.99995466 x 0.99987595 = 0.99983062 FA3340!UTM 17 - 0.99995466 x 0.99969455 = 0.99964923 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 (07/19/86) 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_SP_SET: 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 = OCTOBER 5, 2005 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- -31.94 (meters) GEOID03 AF8192 AF8192 HORZ ORDER - SECOND AF8192 AF8192.The North 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 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). AF8192. AF8192.In addition, the published North 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 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 GEOID03. AF8192 AF8192; North East Units Scale Factor Converg. AF8192;SPC NC - 180,324.471 341,949.825 MT 0.99987377 -1 41 59.1 AF8192;SPC NC - 591,614.54 1,121,880.38 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8192!SPC NC - 0.99995508 x 0.99987377 = 0.99982886 AF8192!UTM 17 - 0.99995508 x 0.99969088 = 0.99964597 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 HISTORY - 20041007 MARK NOT FOUND USPSQD 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. AF8192 AF8192 STATION RECOVERY (2004) AF8192 AF8192'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) AF8192'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 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 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 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). FA1355. FA1355.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1355;SPC NC - 183,016.512 342,161.870 MT 0.99987451 -1 41 56.1 FA1355;SPC NC - 600,446.67 1,122,576.07 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1355!SPC NC - 0.99995400 x 0.99987451 = 0.99982851 FA1355!UTM 17 - 0.99995400 x 0.99969054 = 0.99964455 FA1355 FA1355 SUPERSEDED SURVEY CONTROL FA1355 FA1355 NAVD 88 (06/09/98) 325.04 (m) 1066.4 (f) LEVELING 3 FA1355 NGVD 29 (??/??/92) 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_SP_SET: 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 SUITABLE FOR FA1355+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2005 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 HISTORY - 20041007 GOOD USPSQD FA1355 HISTORY - 20050220 GOOD GEOCAC FA1355 HISTORY - 20050912 GOOD USPSQD 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. FA1355 FA1355 STATION RECOVERY (2004) FA1355 FA1355'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1355'RECOVERED IN GOOD CONDITION. FA1355 FA1355 STATION RECOVERY (2005) FA1355 FA1355'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FA1355'RECOVERED AS DESCRIBED EXCEPT STONE SIGN HAS BEEN REMOVED. A BRICK FA1355'SIGN HAS BEEN ERECTED NEARBY. MARK IS 31 FEET WNW OF THE SOUTHERN FA1355'BRICK PILLAR OF THE NEW SIGN. THE OTHER 1985 REFERENCES REMAIN VALID. FA1355 FA1355 STATION RECOVERY (2005) FA1355 FA1355'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA1355'ADDITIONAL INFORMATION FA1355'32 FT NW OF SW END OF RUTHERFORD SPINDALE MIDDLE SCHOOL SIGN FA1355'34 FT WNW OF NE END OF RUTHERFORD SPINDALE MIDDLE SCHOOL SIGN FA1355'3.25 FT S OF 6 INCH PINE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1354 *********************************************************************** FA1354 DESIGNATION - RU 9 FA1354 PID - FA1354 FA1354 STATE/COUNTY- NC/RUTHERFORD FA1354 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1354 FA1354 *CURRENT SURVEY CONTROL FA1354 ___________________________________________________________________ FA1354* NAD 83(1986)- 35 21 53. (N) 081 57 10. (W) SCALED FA1354* NAVD 88 - 280.895 (meters) 921.57 (feet) ADJUSTED FA1354 ___________________________________________________________________ FA1354 GEOID HEIGHT- -31.92 (meters) GEOID03 FA1354 DYNAMIC HT - 280.616 (meters) 920.65 (feet) COMP FA1354 MODELED GRAV- 979,631.3 (mgal) NAVD 88 FA1354 FA1354 VERT ORDER - SECOND CLASS II FA1354 FA1354.The horizontal coordinates were scaled from a topographic map and have FA1354.an estimated accuracy of +/- 6 seconds. FA1354 FA1354.The orthometric height was determined by differential leveling FA1354.and adjusted by the National Geodetic Survey in June 1991. FA1354 FA1354.The geoid height was determined by GEOID03. FA1354 FA1354.The dynamic height is computed by dividing the NAVD 88 FA1354.geopotential number by the normal gravity value computed on the FA1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1354.degrees latitude (g = 980.6199 gals.). FA1354 FA1354.The modeled gravity was interpolated from observed gravity values. FA1354 FA1354; North East Units Estimated Accuracy FA1354;SPC NC - 183,110. 341,320. MT (+/- 180 meters Scaled) FA1354 FA1354 SUPERSEDED SURVEY CONTROL FA1354 FA1354 NGVD 29 (??/??/92) 281.147 (m) 922.40 (f) ADJ UNCH 2 2 FA1354 FA1354.Superseded values are not recommended for survey control. FA1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1354.See file dsdata.txt to determine how the superseded data were derived. FA1354 FA1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV134139(NAD 83) FA1354_MARKER: DB = BENCH MARK DISK FA1354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. FA1354_SP_SET: STEP FA1354_STAMPING: RU-9 1972 FA1354_MARK LOGO: NCGS FA1354_MAGNETIC: N = NO MAGNETIC MATERIAL FA1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FA1354 FA1354 HISTORY - Date Condition Report By FA1354 HISTORY - 1972 MONUMENTED NCGS FA1354 HISTORY - 19731101 GOOD NCGS FA1354 HISTORY - 20050912 MARK NOT FOUND USPSQD FA1354 FA1354 STATION DESCRIPTION FA1354 FA1354'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1354'IN RUTHERFORDTON. FA1354'TO REACH STATION FROM THE INTERSECTION OF US 74 BUSINESS AND US 221A FA1354'WITH US 74 BYPASS BETWEEN RUTHERFORDTON AND SPINDALE, PROCEED WEST FA1354'ALONG US 74 BUSINESS FOR 0.7 MILE TO STATION ON THE RIGHT, IN THE FA1354'BOTTOM STEPS UP A SLOPE TO HOUSE NUMBER 317, AND 0.25 MILE EAST OF FA1354'INTERSECTION OF US 74 BUSINESS AND US 221. 26.0 FEET NORTH-NORTHEAST FA1354'OF CENTERLINE OF US 74 BUSINESS, 27.9 FEET EAST-SOUTHEAST OF EAST END FA1354'OF CONCRETE CULVERT UNDER DRIVEWAY TO HOUSE NUMBER 317, AND 68.0 FEET FA1354'NORTHWEST OF POWER POLE NUMBER 23 WITH ALUMINUM REFERENCE TAG. DISK FA1354'IS SET FLUSH IN DRILL HOLE IN CONCRETE STEP. FA1354 FA1354 STATION RECOVERY (2005) FA1354 FA1354'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA1354'A NEW SIDEWALK HAS BEEN POURED IN THIS AREA AND STEP WITH STATION FA1354'LOCATED UNDER THE CONCRETE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 AF8197 AF8197 HORZ ORDER - SECOND AF8197 AF8197.The North 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 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). AF8197. AF8197.In addition, the published North 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 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 GEOID03. AF8197 AF8197; North East Units Scale Factor Converg. AF8197;SPC NC - 180,799.511 340,267.127 MT 0.99987387 -1 42 37.9 AF8197;SPC NC - 593,173.06 1,116,359.73 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8197!SPC NC - 0.99996427 x 0.99987387 = 0.99983815 AF8197!UTM 17 - 0.99996427 x 0.99969449 = 0.99965877 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 = OCTOBER 5, 2005 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- -31.92 (meters) GEOID03 FA3335 FA3335 HORZ ORDER - THIRD FA3335 FA3335.The North 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 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). FA3335. FA3335.In addition, the published North 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 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 GEOID03. FA3335 FA3335; North East Units Scale Factor Converg. FA3335;SPC NC - 183,791.711 342,328.126 MT 0.99987475 -1 41 52.8 FA3335;SPC NC - 602,989.97 1,123,121.53 sFT 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3335+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005 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 HISTORY - 20050220 GOOD GEOCAC FA3335 HISTORY - 20050912 GOOD USPSQD 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. FA3335 FA3335 STATION RECOVERY (2005) FA3335 FA3335'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FA3335'VISITED SITE AND VERIFIED EXISTENCE. FA3335 FA3335 STATION RECOVERY (2005) FA3335 FA3335'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA3335'TANK SHOWING RUSTY PATCHES WHICH MAY MEAN THAT TANK COULD BE PAINTED FA3335'IN THE NEAR FUTURE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3334 *********************************************************************** FA3334 DESIGNATION - SCHOOL FA3334 PID - FA3334 FA3334 STATE/COUNTY- NC/RUTHERFORD FA3334 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA3334 FA3334 *CURRENT SURVEY CONTROL FA3334 ___________________________________________________________________ FA3334* NAD 83(1986)- 35 21 56.71065(N) 081 56 40.34559(W) ADJUSTED FA3334* NAVD 88 - 355.8 (meters) 1167. (feet) VERTCON FA3334 ___________________________________________________________________ FA3334 LAPLACE CORR- -0.68 (seconds) DEFLEC99 FA3334 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3334 FA3334 HORZ ORDER - SECOND FA3334 FA3334.The North Carolina HARNS have been completed but, FA3334.due to contractual restrictions, coordinates for these stations FA3334.will NOT be published in the near future. In the interim, the FA3334.published coordinates in North Carolina will not be FA3334.consistent with the Continuously Operating Reference Stations FA3334.(CORS). The HARN coordinates for these stations are available FA3334.upon request. Contact Gary Thompson(919-733-3836). FA3334. FA3334.In addition, the published North Carolina positions FA3334.(NAD 83 (1986)) are NOT consistent with those determined in FA3334.adjacent state readjustments. The discontinuity between stations FA3334.located in North Carolina and those in adjacent states FA3334.which have been adjusted to the HARN may be as much as 5 FA3334.decimeters. This will result in a significant loss of accuracy FA3334.over lines crossing such state borders. FA3334 FA3334 FA3334.The horizontal coordinates were established by classical geodetic methods FA3334.and adjusted by the National Geodetic Survey in July 1986. FA3334 FA3334.The NAVD 88 height was computed by applying the VERTCON shift value to FA3334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3334 FA3334.The Laplace correction was computed from DEFLEC99 derived deflections. FA3334 FA3334.The geoid height was determined by GEOID03. FA3334 FA3334; North East Units Scale Factor Converg. FA3334;SPC NC - 183,203.609 342,073.885 MT 0.99987456 -1 41 58.2 FA3334;SPC NC - 601,060.51 1,122,287.40 sFT 0.99987456 -1 41 58.2 FA3334;UTM 17 - 3,914,014.293 414,193.110 MT 0.99969073 -0 32 48.2 FA3334 FA3334! - Elev Factor x Scale Factor = Combined Factor FA3334!SPC NC - 0.99994917 x 0.99987456 = 0.99982374 FA3334!UTM 17 - 0.99994917 x 0.99969073 = 0.99963992 FA3334 FA3334: Primary Azimuth Mark Grid Az FA3334:SPC NC - RUTHERFORDTON DUKE PWR NEW TK 023 22 45.0 FA3334:UTM 17 - RUTHERFORDTON DUKE PWR NEW TK 022 13 35.0 FA3334 FA3334|---------------------------------------------------------------------| FA3334| PID Reference Object Distance Geod. Az | FA3334| dddmmss.s | FA3334| FA3335 RUTHERFORDTON DUKE PWR NEW TK APPROX. 0.6 KM 0214046.8 | FA3334| FA3336 SPINDALE DUKE POWER TANK APPROX. 1.4 KM 1143812.9 | FA3334|---------------------------------------------------------------------| FA3334 FA3334 SUPERSEDED SURVEY CONTROL FA3334 FA3334 NAD 27 - 35 21 56.25343(N) 081 56 40.97832(W) AD( ) 2 FA3334 NGVD 29 (07/19/86) 356.0 (m) 1168. (f) VERT ANG FA3334 FA3334.Superseded values are not recommended for survey control. FA3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3334.See file dsdata.txt to determine how the superseded data were derived. FA3334 FA3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1419314014(NAD 83) FA3334_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FA3334_SETTING: 0 = UNSPECIFIED SETTING FA3334_STAMPING: SCHOOL 1972 FA3334_MARK LOGO: NCGS FA3334_MAGNETIC: N = NO MAGNETIC MATERIAL FA3334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FA3334 FA3334 HISTORY - Date Condition Report By FA3334 HISTORY - 1972 MONUMENTED NCGS FA3334 HISTORY - 19850101 POOR NCGS FA3334 FA3334 STATION DESCRIPTION FA3334 FA3334'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3334'SCHOOL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3334'VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA3334' FA3334'SCHOOL IS LOCATED APPROXIMATELY IN SE CORNER OF RUTHERFORDTON. FA3334'STATION IS ON THE TOP OF THE ROOF OF RUTHERFORDTON SPINDALE SR. HIGH FA3334'SCHOOL, OVER THE FRONT SEATING AREA OF THE AUDITORIUM. FA3334' FA3334'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK SET IN BOLT IN FA3334'ROOF, WITH WASHER STAMPED SCHOOL 1972 NCGS, PROJECTING 1/2 INCH FA3334'ABOVE THE ROOF. FA3334' FA3334'MARK IS FA3334'2.6 FEET SSW OF SOUTH EDGE OF BARRIER BETWEEN UPPER AND LOWER ROOF FA3334'OF NORTH WING OF SCHOOL. FA3334'43.7 FEET WSW OF NE OUTER CORNER OF WALL AROUND NORTH WING OF FA3334'SCHOOL. FA3334'43.4 FEET SE OF NW CORNER OF SAME ROOF SECTION. FA3334'90.0 FEET NE OF NE CORNER OF LARGEST CHIMNEY. FA3334 FA3334 STATION RECOVERY (1985) FA3334 FA3334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA3334'THE AREA HAS BEEN COVERED BY NEW INSULATION AND ROOFING MATERIAL. FA3334'STATION MAY STILL EXIST, BUT WAS NOT RECOVERED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8247 *********************************************************************** AF8247 DESIGNATION - SMITH AF8247 PID - AF8247 AF8247 STATE/COUNTY- NC/RUTHERFORD AF8247 USGS QUAD - SUNSHINE (1965) AF8247 AF8247 *CURRENT SURVEY CONTROL AF8247 ___________________________________________________________________ AF8247* NAD 83(1986)- 35 29 09.23929(N) 081 52 22.47231(W) ADJUSTED AF8247* NAVD 88 - 333.4 (meters) 1094. (feet) VERT ANG AF8247 ___________________________________________________________________ AF8247 LAPLACE CORR- -0.41 (seconds) DEFLEC99 AF8247 GEOID HEIGHT- -31.90 (meters) GEOID03 AF8247 AF8247 HORZ ORDER - SECOND AF8247 AF8247.The North Carolina HARNS have been completed but, AF8247.due to contractual restrictions, coordinates for these stations AF8247.will NOT be published in the near future. In the interim, the AF8247.published coordinates in North Carolina will not be AF8247.consistent with the Continuously Operating Reference Stations AF8247.(CORS). The HARN coordinates for these stations are available AF8247.upon request. Contact Gary Thompson(919-733-3836). AF8247. AF8247.In addition, the published North Carolina positions AF8247.(NAD 83 (1986)) are NOT consistent with those determined in AF8247.adjacent state readjustments. The discontinuity between stations AF8247.located in North Carolina and those in adjacent states AF8247.which have been adjusted to the HARN may be as much as 5 AF8247.decimeters. This will result in a significant loss of accuracy AF8247.over lines crossing such state borders. AF8247 AF8247 AF8247.The horizontal coordinates were established by classical geodetic methods AF8247.and adjusted by the National Geodetic Survey in June 1998. AF8247 AF8247.The orthometric height was determined by vertical angle observations. AF8247 AF8247.The Laplace correction was computed from DEFLEC99 derived deflections. AF8247 AF8247.The geoid height was determined by GEOID03. AF8247 AF8247; North East Units Scale Factor Converg. AF8247;SPC NC - 196,335.797 348,965.826 MT 0.99988091 -1 39 29.4 AF8247;SPC NC - 644,145.03 1,144,898.71 sFT 0.99988091 -1 39 29.4 AF8247;UTM 17 - 3,927,279.829 420,818.339 MT 0.99967726 -0 30 24.3 AF8247 AF8247! - Elev Factor x Scale Factor = Combined Factor AF8247!SPC NC - 0.99995267 x 0.99988091 = 0.99983359 AF8247!UTM 17 - 0.99995267 x 0.99967726 = 0.99962995 AF8247 AF8247 SUPERSEDED SURVEY CONTROL AF8247 AF8247.No superseded survey control is available for this station. AF8247 AF8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2081827280(NAD 83) AF8247_MARKER: DE = TRAVERSE STATION DISK AF8247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8247_STAMPING: SMITH 1983 AF8247_MARK LOGO: NCGS AF8247_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8247+STABILITY: SURFACE MOTION AF8247 AF8247 HISTORY - Date Condition Report By AF8247 HISTORY - 1983 MONUMENTED NCGS AF8247 AF8247 STATION DESCRIPTION AF8247 AF8247'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8247'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF LANES STORE AND AF8247'13.4 KM (8.30 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 9.1 KM AF8247'(5.65 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.72 KM (0.45 AF8247'MI) SOUTHWEST OF SR 1713, IN WEST SHOULDER. MARK IS RECESSED 4 INCHES AF8247'BELOW GROUND AND IS 1-FOOT LOWER THAN US 64. LOCATED 4.82 M (15.81 FT) AF8247'NORTHWEST OF THE CENTERLINE OF US 64, 5.06 M (16.60 FT) AF8247'EAST-NORTHEAST OF THE CENTERLINE OF GRAVEL DRIVE, 2.01 M (6.59 FT) AF8247'EAST OF 10-INCH CONCRETE PIPE, 18.59 M (60.99 FT) SOUTHWEST OF 1O-INCH AF8247'CONCRETE PIPE, 9.02 M (29.59 FT) SOUTH-SOUTHEAST OF SOUTHEAST CORNER AF8247'OF FRAME BUILDING--AND 2.32 M (7.61 FT) EAST-SOUTHEAST OF SOUTH-MOST AF8247'FENCE POST, 24.41 M (80.09 FT) SOUTHEAST OF POWER POLE WITH AF8247'TRANSFORMER--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8596 *********************************************************************** AE8596 DESIGNATION - SOUR AE8596 PID - AE8596 AE8596 STATE/COUNTY- NC/RUTHERFORD AE8596 USGS QUAD - GLENWOOD (1993) AE8596 AE8596 *CURRENT SURVEY CONTROL AE8596 ___________________________________________________________________ AE8596* NAD 83(1986)- 35 31 19.35987(N) 081 58 26.70418(W) ADJUSTED AE8596* NAVD 88 - 306.066 (meters) 1004.15 (feet) ADJUSTED AE8596 ___________________________________________________________________ AE8596 LAPLACE CORR- -2.54 (seconds) DEFLEC99 AE8596 GEOID HEIGHT- -31.78 (meters) GEOID03 AE8596 DYNAMIC HT - 305.762 (meters) 1003.15 (feet) COMP AE8596 MODELED GRAV- 979,632.6 (mgal) NAVD 88 AE8596 AE8596 HORZ ORDER - SECOND AE8596 VERT ORDER - SECOND CLASS II AE8596 AE8596.The North Carolina HARNS have been completed but, AE8596.due to contractual restrictions, coordinates for these stations AE8596.will NOT be published in the near future. In the interim, the AE8596.published coordinates in North Carolina will not be AE8596.consistent with the Continuously Operating Reference Stations AE8596.(CORS). The HARN coordinates for these stations are available AE8596.upon request. Contact Gary Thompson(919-733-3836). AE8596. AE8596.In addition, the published North Carolina positions AE8596.(NAD 83 (1986)) are NOT consistent with those determined in AE8596.adjacent state readjustments. The discontinuity between stations AE8596.located in North Carolina and those in adjacent states AE8596.which have been adjusted to the HARN may be as much as 5 AE8596.decimeters. This will result in a significant loss of accuracy AE8596.over lines crossing such state borders. AE8596 AE8596 AE8596.The horizontal coordinates were established by classical geodetic methods AE8596.and adjusted by the National Geodetic Survey in June 1998. AE8596 AE8596.The orthometric height was determined by differential leveling AE8596.and adjusted by the National Geodetic Survey in May 1998. AE8596 AE8596.The Laplace correction was computed from DEFLEC99 derived deflections. AE8596 AE8596.The geoid height was determined by GEOID03. AE8596 AE8596.The dynamic height is computed by dividing the NAVD 88 AE8596.geopotential number by the normal gravity value computed on the AE8596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8596.degrees latitude (g = 980.6199 gals.). AE8596 AE8596.The modeled gravity was interpolated from observed gravity values. AE8596 AE8596; North East Units Scale Factor Converg. AE8596;SPC NC - 200,614.077 339,909.816 MT 0.99988368 -1 42 59.6 AE8596;SPC NC - 658,181.35 1,115,187.45 sFT 0.99988368 -1 42 59.6 AE8596;UTM 17 - 3,931,374.535 411,680.007 MT 0.99969612 -0 33 57.6 AE8596 AE8596! - Elev Factor x Scale Factor = Combined Factor AE8596!SPC NC - 0.99995695 x 0.99988368 = 0.99984063 AE8596!UTM 17 - 0.99995695 x 0.99969612 = 0.99965308 AE8596 AE8596 SUPERSEDED SURVEY CONTROL AE8596 AE8596 NAVD 88 (06/09/98) 306.06 (m) 1004.1 (f) LEVELING 3 AE8596 AE8596.Superseded values are not recommended for survey control. AE8596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8596.See file dsdata.txt to determine how the superseded data were derived. AE8596 AE8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1168031375(NAD 83) AE8596_MARKER: DE = TRAVERSE STATION DISK AE8596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8596_STAMPING: SOUR 1983 AE8596_MARK LOGO: NCGS AE8596_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE8596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8596+STABILITY: SURFACE MOTION AE8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE8596+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989 AE8596 AE8596 HISTORY - Date Condition Report By AE8596 HISTORY - 1983 MONUMENTED NCGS AE8596 HISTORY - 19890215 GOOD NCGS AE8596 HISTORY - 19900304 GOOD NCGS AE8596 AE8596 STATION DESCRIPTION AE8596 AE8596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 AE8596'STATION IS LOCATED ABOUT 0.3 MI (0.5 KM) NORTH OF THERMAL CITY, AND AE8596'10.7 MI (17.2 KM) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 10.15 MI AE8596'(16.33 KM) NORTH OF THE US 64-US 74 OVERPASS IN NORTH RUTHERFORDTON, AE8596'OR 0.2 MI (0.3 KM) NORTH OF SR 1321 AT THERMAL CITY, AT THE NORTH END AE8596'OF THE GUARD RAIL. MARK IS FLUSH WITH GROUND. LOCATED 29.2 FT (8.9 M) AE8596'WEST OF THE CENTERLINE OF US 221, 7..0 FT (2.13 M) WEST OF THE GUARD AE8596'RAIL, 30.5 FT (9.3 M) SOUTH OF A TELEPHONE PEDESTAL BOX--AND 3.5 FT AE8596'(1.1 M) SOUTHWEST OF A SIGN POST, 27.2 FT (8.3 M) SOUTHEAST OF A AE8596'14-INCH BLACK OAK--BOTH WITH REFERENCE TAGS. AE8596 AE8596 STATION RECOVERY (1990) AE8596 AE8596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE8596'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1352 *********************************************************************** FA1352 DESIGNATION - SOUTH MAGNETIC MARK FA1352 PID - FA1352 FA1352 STATE/COUNTY- NC/RUTHERFORD FA1352 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1352 FA1352 *CURRENT SURVEY CONTROL FA1352 ___________________________________________________________________ FA1352* NAD 83(1986)- 35 22 02. (N) 081 57 28. (W) SCALED FA1352* NAVD 88 - 288.104 (meters) 945.22 (feet) ADJUSTED FA1352 ___________________________________________________________________ FA1352 GEOID HEIGHT- -31.92 (meters) GEOID03 FA1352 DYNAMIC HT - 287.817 (meters) 944.28 (feet) COMP FA1352 MODELED GRAV- 979,631.4 (mgal) NAVD 88 FA1352 FA1352 VERT ORDER - SECOND CLASS II FA1352 FA1352.The horizontal coordinates were scaled from a topographic map and have FA1352.an estimated accuracy of +/- 6 seconds. FA1352 FA1352.The orthometric height was determined by differential leveling FA1352.and adjusted by the National Geodetic Survey in June 1991. FA1352 FA1352.The geoid height was determined by GEOID03. FA1352 FA1352.The dynamic height is computed by dividing the NAVD 88 FA1352.geopotential number by the normal gravity value computed on the FA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1352.degrees latitude (g = 980.6199 gals.). FA1352 FA1352.The modeled gravity was interpolated from observed gravity values. FA1352 FA1352; North East Units Estimated Accuracy FA1352;SPC NC - 183,400. 340,880. MT (+/- 180 meters Scaled) FA1352 FA1352 SUPERSEDED SURVEY CONTROL FA1352 FA1352 NGVD 29 (??/??/92) 288.356 (m) 946.05 (f) ADJ UNCH 2 2 FA1352 FA1352.Superseded values are not recommended for survey control. FA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1352.See file dsdata.txt to determine how the superseded data were derived. FA1352 FA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV129141(NAD 83) FA1352_MARKER: DM = MAGNETIC STATION DISK FA1352_SETTING: 0 = UNSPECIFIED SETTING FA1352_SP_SET: GRANITE POST FA1352_STAMPING: NCGS - USGS 1899 FA1352_MARK LOGO: USGS FA1352_MAGNETIC: N = NO MAGNETIC MATERIAL FA1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FA1352 FA1352 HISTORY - Date Condition Report By FA1352 HISTORY - 1899 MONUMENTED USGS FA1352 HISTORY - 19731101 GOOD NCGS FA1352 HISTORY - 20050220 GOOD GEOCAC FA1352 HISTORY - 20050912 POOR USPSQD FA1352 FA1352 STATION DESCRIPTION FA1352 FA1352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1352'IN RUTHERFORDTON. FA1352'STATION IS LOCATED BEHIND (WEST OF) THE COURTHOUSE AND IN THE SOUTH FA1352'YARD OF THE RUTHERFORDTON COUNTY HEALTH CENTER. 30.5 FEET NORTH OF FA1352'CENTERLINE OF WEST SECOND STREET, 8.4 FEET WEST OF WEST EDGE OF FA1352'SIDEWALK AND 36.0 FEET SOUTHWEST OF SOUTH ENTRANCE DOOR TO HEALTH FA1352'CENTER. DISK IS A USGS MAGNETIC MARK SET IN TOP OF A GRANITE POST FA1352'PROJECTING 10 INCHES ABOVE THE GROUND. FA1352 FA1352 STATION RECOVERY (2005) FA1352 FA1352'RECOVERY NOTE BY GEOCACHING 2005 (PFF) FA1352'RECOVERED AS DESCRIBED. FA1352 FA1352 STATION RECOVERY (2005) FA1352 FA1352'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA1352'ADDITIONAL INFORMATION FA1352'STATION NOW LOCATED ON THE GROUND OF THE BUILDING INSPECTION AND FA1352'PLANNING DEPARTMENT FA1352'STATION APPEARS T BE LEANING SLIGHTLY FA1352' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3336 *********************************************************************** FA3336 DESIGNATION - SPINDALE DUKE POWER TANK FA3336 PID - FA3336 FA3336 STATE/COUNTY- NC/RUTHERFORD FA3336 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA3336 FA3336 *CURRENT SURVEY CONTROL FA3336 ___________________________________________________________________ FA3336* NAD 83(1986)- 35 21 38.00502(N) 081 55 50.56303(W) ADJUSTED FA3336* NAVD 88 - FA3336 ___________________________________________________________________ FA3336 LAPLACE CORR- -0.71 (seconds) DEFLEC99 FA3336 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3336 FA3336 HORZ ORDER - THIRD FA3336 FA3336.The North Carolina HARNS have been completed but, FA3336.due to contractual restrictions, coordinates for these stations FA3336.will NOT be published in the near future. In the interim, the FA3336.published coordinates in North Carolina will not be FA3336.consistent with the Continuously Operating Reference Stations FA3336.(CORS). The HARN coordinates for these stations are available FA3336.upon request. Contact Gary Thompson(919-733-3836). FA3336. FA3336.In addition, the published North Carolina positions FA3336.(NAD 83 (1986)) are NOT consistent with those determined in FA3336.adjacent state readjustments. The discontinuity between stations FA3336.located in North Carolina and those in adjacent states FA3336.which have been adjusted to the HARN may be as much as 5 FA3336.decimeters. This will result in a significant loss of accuracy FA3336.over lines crossing such state borders. FA3336 FA3336 FA3336.The horizontal coordinates were established by classical geodetic methods FA3336.and adjusted by the National Geodetic Survey in June 1998. FA3336 FA3336 FA3336.The Laplace correction was computed from DEFLEC99 derived deflections. FA3336 FA3336.The geoid height was determined by GEOID03. FA3336 FA3336; North East Units Scale Factor Converg. FA3336;SPC NC - 182,590.270 343,312.897 MT 0.99987439 -1 41 29.5 FA3336;SPC NC - 599,048.24 1,126,352.40 sFT 0.99987439 -1 41 29.5 FA3336;UTM 17 - 3,913,426.115 415,443.980 MT 0.99968811 -0 32 19.2 FA3336 FA3336 SUPERSEDED SURVEY CONTROL FA3336 FA3336 NAD 83(1986)- 35 21 38.01073(N) 081 55 50.56343(W) AD( ) 4 FA3336 NAD 27 - 35 21 37.55363(N) 081 55 51.19692(W) AD( ) 3 FA3336 FA3336.Superseded values are not recommended for survey control. FA3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3336.See file dsdata.txt to determine how the superseded data were derived. FA3336 FA3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1544413426(NAD 83) FA3336_MARKER: 54 = WATER TOWER FA3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3336+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005 FA3336 FA3336 HISTORY - Date Condition Report By FA3336 HISTORY - 1972 FIRST OBSERVED NCGS FA3336 HISTORY - 19850101 GOOD NCGS FA3336 HISTORY - 19960523 GOOD USPSQD FA3336 HISTORY - 20050912 GOOD USPSQD FA3336 FA3336 STATION DESCRIPTION FA3336 FA3336'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3336'SPINDALE DUKE POWER CHECKERED WATER TANK IS A N. C. GEODETIC SURVEY FA3336'INTERSECTION STATION IN THE VICINITY OF SPINDALE, NORTH CAROLINA. FA3336' FA3336'SPINDALE DUKE POWER CHECKERED WATER TANK IS LOCATED APPROXIMATELY IN FA3336'SPINDALE. STATION IS 0.25 MILE NORTH ALONG OAK STREET FROM US 74 FA3336'BUS. IN SPINDALE, AT THE CORNER OF OAK AND DALLAS STREETS, FA3336'APPROXIMATELY 150 FEET NORTHEAST OF THE NORTHEAST CORNER OF FA3336'SPENCER BAPTIST CHURCH BUILDING, AND AT EAST EDGE OF STONECUTTER FA3336'MILLS CORPORATION PARKING LOT. WATER TANK IS RED AND WHITE FA3336'CHECKERED AND HAS 8 LEGS. FA3336' FA3336'POINT INTERSECTED IS RED LIGHT ON TOP. FA3336 FA3336 STATION RECOVERY (1985) FA3336 FA3336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FA3336'RECOVERED AS DESCRIBED. TANK HAS BEEN REPAINTED LIGHT BLUE. FA3336 FA3336 STATION RECOVERY (1996) FA3336 FA3336'RECOVERY NOTE BY US POWER SQUADRON 1996 FA3336'RECOVERED IN GOOD CONDITION. FA3336 FA3336 STATION RECOVERY (2005) FA3336 FA3336'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB) FA3336'TANK IS PAINTED BLUE AND HAS TWO RED LIGHTS ON TOP 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3338 *********************************************************************** FA3338 DESIGNATION - STONE FA3338 PID - FA3338 FA3338 STATE/COUNTY- NC/RUTHERFORD FA3338 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3338 FA3338 *CURRENT SURVEY CONTROL FA3338 ___________________________________________________________________ FA3338* NAD 83(1986)- 35 25 36.83418(N) 081 55 34.10758(W) ADJUSTED FA3338* NAVD 88 - 310.8 (meters) 1020. (feet) VERT ANG FA3338 ___________________________________________________________________ FA3338 LAPLACE CORR- -1.16 (seconds) DEFLEC99 FA3338 GEOID HEIGHT- -31.91 (meters) GEOID03 FA3338 FA3338 HORZ ORDER - SECOND FA3338 FA3338.The North Carolina HARNS have been completed but, FA3338.due to contractual restrictions, coordinates for these stations FA3338.will NOT be published in the near future. In the interim, the FA3338.published coordinates in North Carolina will not be FA3338.consistent with the Continuously Operating Reference Stations FA3338.(CORS). The HARN coordinates for these stations are available FA3338.upon request. Contact Gary Thompson(919-733-3836). FA3338. FA3338.In addition, the published North Carolina positions FA3338.(NAD 83 (1986)) are NOT consistent with those determined in FA3338.adjacent state readjustments. The discontinuity between stations FA3338.located in North Carolina and those in adjacent states FA3338.which have been adjusted to the HARN may be as much as 5 FA3338.decimeters. This will result in a significant loss of accuracy FA3338.over lines crossing such state borders. FA3338 FA3338 FA3338.The horizontal coordinates were established by classical geodetic methods FA3338.and adjusted by the National Geodetic Survey in June 1998. FA3338 FA3338.The orthometric height was determined by vertical angle observations. FA3338 FA3338.The Laplace correction was computed from DEFLEC99 derived deflections. FA3338 FA3338.The geoid height was determined by GEOID03. FA3338 FA3338; North East Units Scale Factor Converg. FA3338;SPC NC - 189,934.343 343,945.002 MT 0.99987725 -1 41 20.0 FA3338;SPC NC - 623,142.92 1,128,426.23 sFT 0.99987725 -1 41 20.0 FA3338;UTM 17 - 3,920,780.032 415,928.159 MT 0.99968710 -0 32 12.8 FA3338 FA3338! - Elev Factor x Scale Factor = Combined Factor FA3338!SPC NC - 0.99995623 x 0.99987725 = 0.99983348 FA3338!UTM 17 - 0.99995623 x 0.99968710 = 0.99964334 FA3338 FA3338: Primary Azimuth Mark Grid Az FA3338:SPC NC - EDWARDS 333 43 44.5 FA3338:UTM 17 - EDWARDS 332 34 37.3 FA3338 FA3338|---------------------------------------------------------------------| FA3338| PID Reference Object Distance Geod. Az | FA3338| dddmmss.s | FA3338| FA3337 EDWARDS APPROX. 1.1 KM 3320224.5 | FA3338|---------------------------------------------------------------------| FA3338 FA3338 SUPERSEDED SURVEY CONTROL FA3338 FA3338 NAD 83(1986)- 35 25 36.83568(N) 081 55 34.11502(W) AD( ) 2 FA3338 NAD 27 - 35 25 36.38368(N) 081 55 34.75241(W) AD( ) 2 FA3338 NGVD 29 (07/19/86) 311.0 (m) 1020. (f) VERT ANG FA3338 FA3338.Superseded values are not recommended for survey control. FA3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3338.See file dsdata.txt to determine how the superseded data were derived. FA3338 FA3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1592820780(NAD 83) FA3338_MARKER: DE = TRAVERSE STATION DISK FA3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3338_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3338_STAMPING: STONE 1972 FA3338_MARK LOGO: NCGS FA3338_MAGNETIC: N = NO MAGNETIC MATERIAL FA3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3338+STABILITY: SURFACE MOTION FA3338 FA3338 HISTORY - Date Condition Report By FA3338 HISTORY - 1972 MONUMENTED NCGS FA3338 HISTORY - 19830101 GOOD NCGS FA3338 FA3338 STATION DESCRIPTION FA3338 FA3338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3338'STONE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3338'VICINITY OF MT. VERNON, NORTH CAROLINA. FA3338' FA3338'STONE IS LOCATED APPROXIMATELY 1.2 MILE NW OF MT. VERNON CROSSROADS, FA3338'AND 3.4 MILES ESE OF GILKEY. TO REACH STATION FROM INTERSECTION OF FA3338'US 64 WITH SR 1510 (HUDLOW ROAD) AT MT. VERNON, PROCEED NNW ALONG FA3338'SR 1510 FOR 1.45 MILES TO ALTON EDGERTON DRIVEWAY, 0.5 MILES SOUTH FA3338'OF INTERSECTION WITH SR 1524. THENCE WEST ALONG EDGERTON FA3338'DRIVEWAY, AND WOODS ROAD BEHIND HOME FOR 0.5 MILE TO TRANSMISSION FA3338'LINE AND TOWER NO. 64 AND THENCE APPROXIMATELY 500 YARDS SOUTH FA3338'ALONG TRANSMISSION LINE TO STATION ON THE EAST SIDE OF FA3338'TRANSMISSION TOWER NO. 62 (ON ELEV. ABOVE TOWERS TO NORTH AND FA3338'SOUTH AND IN PASTURE). FA3338' FA3338'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED STONE FA3338'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA3338'PROJECTING 4 INCHES ABOVE THE GROUND. FA3338' FA3338'MARK IS FA3338'19.6 FEET E OF NE LEG OF TOWER. FA3338'18.0 FEET NE OF A SE LEG OF TOWER. FA3338'29.0 FEET SW OF A 10 INCH PINE (ON FENCE LINE) W/ALUMINUM REF. FA3338'TAG. 27.2 FEET WSW OF A 11 INCH PINE (ON FENCE LINE) W/ALUMINUM FA3338'REF. TAG. 31.6 FEET W OF A 8 INCH PINE (ON FENCE LINE) W/ALUMINUM FA3338'REF. TAG. FA3338 FA3338 STATION RECOVERY (1983) FA3338 FA3338'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3338'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8229 *********************************************************************** AF8229 DESIGNATION - STONECUTTER AF8229 PID - AF8229 AF8229 STATE/COUNTY- NC/RUTHERFORD AF8229 USGS QUAD - CHESNEE (1993) AF8229 AF8229 *CURRENT SURVEY CONTROL AF8229 ___________________________________________________________________ AF8229* NAD 83(1986)- 35 12 21.88299(N) 081 50 58.42548(W) ADJUSTED AF8229* NAVD 88 - 277.0 (meters) 909. (feet) VERT ANG AF8229 ___________________________________________________________________ AF8229 LAPLACE CORR- 0.04 (seconds) DEFLEC99 AF8229 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8229 AF8229 HORZ ORDER - SECOND AF8229 AF8229.The North Carolina HARNS have been completed but, AF8229.due to contractual restrictions, coordinates for these stations AF8229.will NOT be published in the near future. In the interim, the AF8229.published coordinates in North Carolina will not be AF8229.consistent with the Continuously Operating Reference Stations AF8229.(CORS). The HARN coordinates for these stations are available AF8229.upon request. Contact Gary Thompson(919-733-3836). AF8229. AF8229.In addition, the published North Carolina positions AF8229.(NAD 83 (1986)) are NOT consistent with those determined in AF8229.adjacent state readjustments. The discontinuity between stations AF8229.located in North Carolina and those in adjacent states AF8229.which have been adjusted to the HARN may be as much as 5 AF8229.decimeters. This will result in a significant loss of accuracy AF8229.over lines crossing such state borders. AF8229 AF8229 AF8229.The horizontal coordinates were established by classical geodetic methods AF8229.and adjusted by the National Geodetic Survey in June 1998. AF8229 AF8229.The orthometric height was determined by vertical angle observations. AF8229 AF8229.The Laplace correction was computed from DEFLEC99 derived deflections. AF8229 AF8229.The geoid height was determined by GEOID03. AF8229 AF8229; North East Units Scale Factor Converg. AF8229;SPC NC - 165,246.120 350,192.337 MT 0.99987291 -1 38 40.9 AF8229;SPC NC - 542,144.98 1,148,922.69 sFT 0.99987291 -1 38 40.9 AF8229;UTM 17 - 3,896,227.327 422,669.911 MT 0.99967370 -0 29 23.3 AF8229 AF8229! - Elev Factor x Scale Factor = Combined Factor AF8229!SPC NC - 0.99996153 x 0.99987291 = 0.99983445 AF8229!UTM 17 - 0.99996153 x 0.99967370 = 0.99963524 AF8229 AF8229 SUPERSEDED SURVEY CONTROL AF8229 AF8229.No superseded survey control is available for this station. AF8229 AF8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU2267096227(NAD 83) AF8229_MARKER: DH = HORIZONTAL CONTROL DISK AF8229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8229_STAMPING: STONECUTTER 1986 AF8229_MARK LOGO: NCGS AF8229_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF8229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8229+STABILITY: SURFACE MOTION AF8229 AF8229 HISTORY - Date Condition Report By AF8229 HISTORY - 1986 MONUMENTED NCGS AF8229 AF8229 STATION DESCRIPTION AF8229 AF8229'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AF8229'STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTH-SOUTHEAST OF HARRIS, AF8229'20.3 M (66.6 FT) SOUTH-SOUTHEAST OF RUTHERFORDTON. PROCEED ALONG SR AF8229'1116 FOR 4.1 KM (2.55 MI) SOUTH-SOUTHEAST OF THE SEABOARD RAILROAD AF8229'CROSSING AT HARRIS, TO RAILROAD UNDERPASS BRIDGE, THENCE SOUTHEAST AF8229'ALONG RIDGE ROAD OF--STONECUTTER--PROPERTY FOR 1.0 KM (0.60 MI) TO AF8229'HIGHEST POINT OF RIDGE AND STATION. MARK IS FLUSH WITH GROUND AND AF8229'LEVEL WITH RIDGE ROAD. LOCATED 8.1 M (26.6 FT) NORTH OF THE CENTERLINE AF8229'OF RIDGE ROAD, 0.98 M (3.22 FT) SOUTH OF WITNESS POST, AND 28.3 M AF8229'(92.8 FT) NORTHWEST OF 10-INCH HICKORY WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA1331 *********************************************************************** FA1331 DESIGNATION - SUB FA1331 PID - FA1331 FA1331 STATE/COUNTY- NC/RUTHERFORD FA1331 USGS QUAD - RUTHERFORDTON SOUTH (1993) FA1331 FA1331 *CURRENT SURVEY CONTROL FA1331 ___________________________________________________________________ FA1331* NAD 83(1986)- 35 21 01.17369(N) 081 53 36.93646(W) ADJUSTED FA1331* NAVD 88 - 321.626 (meters) 1055.20 (feet) ADJUSTED FA1331 ___________________________________________________________________ FA1331 LAPLACE CORR- -0.65 (seconds) DEFLEC99 FA1331 GEOID HEIGHT- -31.95 (meters) GEOID03 FA1331 DYNAMIC HT - 321.308 (meters) 1054.16 (feet) COMP FA1331 MODELED GRAV- 979,636.7 (mgal) NAVD 88 FA1331 FA1331 HORZ ORDER - SECOND FA1331 VERT ORDER - SECOND CLASS II FA1331 FA1331.The North Carolina HARNS have been completed but, FA1331.due to contractual restrictions, coordinates for these stations FA1331.will NOT be published in the near future. In the interim, the FA1331.published coordinates in North Carolina will not be FA1331.consistent with the Continuously Operating Reference Stations FA1331.(CORS). The HARN coordinates for these stations are available FA1331.upon request. Contact Gary Thompson(919-733-3836). FA1331. FA1331.In addition, the published North Carolina positions FA1331.(NAD 83 (1986)) are NOT consistent with those determined in FA1331.adjacent state readjustments. The discontinuity between stations FA1331.located in North Carolina and those in adjacent states FA1331.which have been adjusted to the HARN may be as much as 5 FA1331.decimeters. This will result in a significant loss of accuracy FA1331.over lines crossing such state borders. FA1331 FA1331 FA1331.The horizontal coordinates were established by classical geodetic methods FA1331.and adjusted by the National Geodetic Survey in July 1986. FA1331 FA1331.The orthometric height was determined by differential leveling FA1331.and adjusted by the National Geodetic Survey in June 1991. FA1331 FA1331.The Laplace correction was computed from DEFLEC99 derived deflections. FA1331 FA1331.The geoid height was determined by GEOID03. FA1331 FA1331.The dynamic height is computed by dividing the NAVD 88 FA1331.geopotential number by the normal gravity value computed on the FA1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1331.degrees latitude (g = 980.6199 gals.). FA1331 FA1331.The modeled gravity was interpolated from observed gravity values. FA1331 FA1331; North East Units Scale Factor Converg. FA1331;SPC NC - 181,356.865 346,651.493 MT 0.99987407 -1 40 12.3 FA1331;SPC NC - 595,001.65 1,137,305.77 sFT 0.99987407 -1 40 12.3 FA1331;UTM 17 - 3,912,260.359 418,806.080 MT 0.99968124 -0 31 01.3 FA1331 FA1331! - Elev Factor x Scale Factor = Combined Factor FA1331!SPC NC - 0.99995453 x 0.99987407 = 0.99982861 FA1331!UTM 17 - 0.99995453 x 0.99968124 = 0.99963579 FA1331 FA1331: Primary Azimuth Mark Grid Az FA1331:SPC NC - JONES 001 59 54.8 FA1331:UTM 17 - JONES 000 50 43.8 FA1331 FA1331|---------------------------------------------------------------------| FA1331| PID Reference Object Distance Geod. Az | FA1331| dddmmss.s | FA1331| FA1329 JONES APPROX. 1.3 KM 0001942.5 | FA1331|---------------------------------------------------------------------| FA1331 FA1331 SUPERSEDED SURVEY CONTROL FA1331 FA1331 NAD 27 - 35 21 00.71765(N) 081 53 37.57341(W) AD( ) 2 FA1331 NGVD 29 (??/??/92) 321.882 (m) 1056.04 (f) ADJ UNCH 2 2 FA1331 FA1331.Superseded values are not recommended for survey control. FA1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1331.See file dsdata.txt to determine how the superseded data were derived. FA1331 FA1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1880612260(NAD 83) FA1331_MARKER: DE = TRAVERSE STATION DISK FA1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA1331_STAMPING: SUB 1972 FA1331_MARK LOGO: NCGS FA1331_PROJECTION: FLUSH FA1331_MAGNETIC: N = NO MAGNETIC MATERIAL FA1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1331+STABILITY: SURFACE MOTION FA1331 FA1331 HISTORY - Date Condition Report By FA1331 HISTORY - 1972 MONUMENTED NCGS FA1331 HISTORY - 19731001 GOOD NCGS FA1331 HISTORY - 19830101 POOR NCGS FA1331 HISTORY - 19960523 MARK NOT FOUND USPSQD FA1331 HISTORY - 20041007 MARK NOT FOUND USPSQD FA1331 FA1331 STATION DESCRIPTION FA1331 FA1331'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA1331'SUB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA1331'VICINITY OF FOREST CITY, NORTH CAROLINA. FA1331' FA1331'SUB IS LOCATED APPROXIMATELY 2.0 MILES NW OF FOREST CITY, AND 2.2 FA1331'MILES ESE OF SPINDALE. TO REACH STATION FROM INTERSECTION US 74 FA1331'BUSINESS (WEST MAIN STREET) AND HUDLOW ROAD (SR 1510 N SR2185 S) IN FA1331'WEST FOREST CITY, PROCEED WEST ALONG US 74 BUSINESS FOR 0.7 MILE FA1331'TO INTERSECTION WITH DUKE STREET (SOUTH), THENCE SOUTH ALONG DUKE FA1331'STREET FOR APPROXIMATELY 250 FEET TO STATION ON THE RIGHT NEAR FIRE FA1331'HYDRANT, APPROXIMATELY 300 FEET NE OF DUKE POWER SUB-POWER STATION. FA1331' FA1331'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SUB FA1331'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA1331'FLUSH WITH THE GROUND. FA1331' FA1331'MARK IS FA1331'16.6 FEET W OF A C/L OF DUKE ST. FA1331'19.7 FEET N OF A C/L OF DRIVEWAY (WEST). FA1331'33.4 FEET N OF A CORNER FENCE POST W/ALUMINUM REF. TAG. FA1331'4.6 FEET SSW OF A CENTER OF FIRE HYDRANT. FA1331'23.4 FEET SSW OF PP NO. 2 WITH TRANSFORMER LAMP AND W/ALUMINUM FA1331'REF. 44.3 FEET NW OF A 18 INCH OAK IN NW CORNER OF YARD ACROSS FA1331'STREET. FA1331 FA1331 STATION RECOVERY (1973) FA1331 FA1331'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 FA1331'2.1 MILES NW OF FOREST CITY. FA1331'TO REACH STATION FROM INTERSECTION US 74 BUSINESS (WEST MAIN STREET) FA1331'AND HUDLOW ROAD (SR 1510 NORTH SR 2185 SOUTH) IN WEST FOREST CITY, FA1331'PROCEED WEST ALONG US 74 BUSINESS FOR 0.7 MILE TO INTERSECTION WITH FA1331'DUKE STREET (SOUTH), THENCE SOUTH ALONG DUKE STREET FOR APPROXIMATELY FA1331'250 FEET TO STATION ON THE RIGHT NEAR FIRE HYDRANT, APPROXIMATELY 300 FA1331'FEET NORTHEAST OF DUKE POWER SUB-POWER STATION, 16.6 FEET WEST OF FA1331'CENTERLINE OF DUKE STREET, 19.7 FEET NORTH OF CENTERLINE DRIVEWAY FA1331'(WEST), 33.4 FEET NORTH OF CORNER FENCE POST WITH ALUMINUM REFERENCE FA1331'TAG. 4.6 FEET SOUTH-SOUTHWEST OF CENTER OF FIRE HYDRANT, 23.4 FEET FA1331'SOUTH-SOUTHWEST OF POWER POLE NUMBER 2 WITH TRANSFORMER LAMP AND WITH FA1331'ALUMINUM REFERENCE TAG, AND 44.3 FEET NORTHWEST OF AN 18-INCH OAK IN FA1331'NORTHWEST CORNER OF YARD ACROSS STREET. DISK IS SET IN THE TOP OF A FA1331'CONCRETE CYLINDER FLUSH WITH THE GROUND. FA1331 FA1331 STATION RECOVERY (1983) FA1331 FA1331'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA1331'STATION WAS SEARCHED FOR BUT NOT FOUND. FA1331 FA1331 STATION RECOVERY (1996) FA1331 FA1331'RECOVERY NOTE BY US POWER SQUADRON 1996 FA1331'MARK NOT FOUND. FA1331 FA1331 STATION RECOVERY (2004) FA1331 FA1331'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) FA1331'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8256 *********************************************************************** AF8256 DESIGNATION - SWEET AF8256 PID - AF8256 AF8256 STATE/COUNTY- NC/RUTHERFORD AF8256 USGS QUAD - DYSARTSVILLE (1993) AF8256 AF8256 *CURRENT SURVEY CONTROL AF8256 ___________________________________________________________________ AF8256* NAD 83(1986)- 35 32 11.94642(N) 081 51 22.81492(W) ADJUSTED AF8256* NAVD 88 - 301.3 (meters) 989. (feet) VERT ANG AF8256 ___________________________________________________________________ AF8256 LAPLACE CORR- -0.66 (seconds) DEFLEC99 AF8256 GEOID HEIGHT- -31.87 (meters) GEOID03 AF8256 AF8256 HORZ ORDER - SECOND AF8256 AF8256.The North Carolina HARNS have been completed but, AF8256.due to contractual restrictions, coordinates for these stations AF8256.will NOT be published in the near future. In the interim, the AF8256.published coordinates in North Carolina will not be AF8256.consistent with the Continuously Operating Reference Stations AF8256.(CORS). The HARN coordinates for these stations are available AF8256.upon request. Contact Gary Thompson(919-733-3836). AF8256. AF8256.In addition, the published North Carolina positions AF8256.(NAD 83 (1986)) are NOT consistent with those determined in AF8256.adjacent state readjustments. The discontinuity between stations AF8256.located in North Carolina and those in adjacent states AF8256.which have been adjusted to the HARN may be as much as 5 AF8256.decimeters. This will result in a significant loss of accuracy AF8256.over lines crossing such state borders. AF8256 AF8256 AF8256.The horizontal coordinates were established by classical geodetic methods AF8256.and adjusted by the National Geodetic Survey in June 1998. AF8256 AF8256.The orthometric height was determined by vertical angle observations. AF8256 AF8256.The Laplace correction was computed from DEFLEC99 derived deflections. AF8256 AF8256.The geoid height was determined by GEOID03. AF8256 AF8256; North East Units Scale Factor Converg. AF8256;SPC NC - 201,920.354 350,630.785 MT 0.99988491 -1 38 54.9 AF8256;SPC NC - 662,467.03 1,150,361.17 sFT 0.99988491 -1 38 54.9 AF8256;UTM 17 - 3,932,895.544 422,370.449 MT 0.99967426 -0 29 51.9 AF8256 AF8256! - Elev Factor x Scale Factor = Combined Factor AF8256!SPC NC - 0.99995771 x 0.99988491 = 0.99984262 AF8256!UTM 17 - 0.99995771 x 0.99967426 = 0.99963198 AF8256 AF8256 SUPERSEDED SURVEY CONTROL AF8256 AF8256.No superseded survey control is available for this station. AF8256 AF8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2237032896(NAD 83) AF8256_MARKER: DE = TRAVERSE STATION DISK AF8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8256_STAMPING: SWEET 1983 AF8256_MARK LOGO: NCGS AF8256_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8256+STABILITY: SURFACE MOTION AF8256 AF8256 HISTORY - Date Condition Report By AF8256 HISTORY - 1983 MONUMENTED NCGS AF8256 AF8256 STATION DESCRIPTION AF8256 AF8256'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8256'STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTH OF LANES STORE AND AF8256'20.7 KM (12.85 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 15.4 AF8256'KM (9.55 MI) NORTH-NORTHEAST OF SR 1510 IN MT. VERNON, OR 0.5 KM AF8256'(0.30 MI) SOUTH OF THE RUTHERFORD-MCDOWELL COUNTY LINE, IN WEST AF8256'SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND AND LEVEL WITH US 64. AF8256'LOCATED 4.85 M (15.91 FT) WEST OF THE CENTERLINE OF US 64--AND 20.63 AF8256'M (67.68 FT) WEST-SOUTHWEST OF POWER POLE ACROSS ROAD, 9.97 M (32.71 AF8256'FT) EAST-NORTHEAST OF 12-INCH PINE, 26.06 M (85.50 FT) SOUTH OF AF8256'10-INCH PINE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2780 *********************************************************************** FB2780 DESIGNATION - THE MOUNTAINS FB2780 PID - FB2780 FB2780 STATE/COUNTY- NC/RUTHERFORD FB2780 USGS QUAD - LAKE LURE (1987) FB2780 FB2780 *CURRENT SURVEY CONTROL FB2780 ___________________________________________________________________ FB2780* NAD 83(1986)- 35 27 35.61251(N) 082 11 26.20220(W) ADJUSTED FB2780* NAVD 88 - 303.7 (meters) 996. (feet) VERTCON FB2780 ___________________________________________________________________ FB2780 LAPLACE CORR- -7.74 (seconds) DEFLEC99 FB2780 GEOID HEIGHT- -31.26 (meters) GEOID03 FB2780 FB2780 HORZ ORDER - SECOND FB2780 FB2780.The North Carolina HARNS have been completed but, FB2780.due to contractual restrictions, coordinates for these stations FB2780.will NOT be published in the near future. In the interim, the FB2780.published coordinates in North Carolina will not be FB2780.consistent with the Continuously Operating Reference Stations FB2780.(CORS). The HARN coordinates for these stations are available FB2780.upon request. Contact Gary Thompson(919-733-3836). FB2780. FB2780.In addition, the published North Carolina positions FB2780.(NAD 83 (1986)) are NOT consistent with those determined in FB2780.adjacent state readjustments. The discontinuity between stations FB2780.located in North Carolina and those in adjacent states FB2780.which have been adjusted to the HARN may be as much as 5 FB2780.decimeters. This will result in a significant loss of accuracy FB2780.over lines crossing such state borders. FB2780 FB2780 FB2780.The horizontal coordinates were established by classical geodetic methods FB2780.and adjusted by the National Geodetic Survey in July 1986. FB2780 FB2780.The NAVD 88 height was computed by applying the VERTCON shift value to FB2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2780 FB2780.The Laplace correction was computed from DEFLEC99 derived deflections. FB2780 FB2780.The geoid height was determined by GEOID03. FB2780 FB2780; North East Units Scale Factor Converg. FB2780;SPC NC - 194,332.368 320,059.985 MT 0.99987917 -1 50 29.5 FB2780;SPC NC - 637,572.11 1,050,063.47 sFT 0.99987917 -1 50 29.5 FB2780;UTM 17 - 3,924,696.575 391,963.518 MT 0.99974384 -0 41 26.8 FB2780 FB2780! - Elev Factor x Scale Factor = Combined Factor FB2780!SPC NC - 0.99995724 x 0.99987917 = 0.99983642 FB2780!UTM 17 - 0.99995724 x 0.99974384 = 0.99970110 FB2780 FB2780: Primary Azimuth Mark Grid Az FB2780:SPC NC - EAGLE ROCK 291 58 06.1 FB2780:UTM 17 - EAGLE ROCK 290 49 03.4 FB2780 FB2780|---------------------------------------------------------------------| FB2780| PID Reference Object Distance Geod. Az | FB2780| dddmmss.s | FB2780| FB2784 EAGLE ROCK APPROX. 4.5 KM 2900736.6 | FB2780|---------------------------------------------------------------------| FB2780 FB2780 SUPERSEDED SURVEY CONTROL FB2780 FB2780 NAD 27 - 35 27 35.17229(N) 082 11 26.80541(W) AD( ) 2 FB2780 NGVD 29 (07/19/86) 303.8 (m) 997. (f) VERT ANG FB2780 FB2780.Superseded values are not recommended for survey control. FB2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2780.See file dsdata.txt to determine how the superseded data were derived. FB2780 FB2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9196424697(NAD 83) FB2780_MARKER: DE = TRAVERSE STATION DISK FB2780_SETTING: 80 = SET IN A BOULDER FB2780_SP_SET: SET IN DRILL HOLE IN A BOULDER FB2780_STAMPING: THE MOUNTAINS 1973 FB2780_MARK LOGO: NCGS FB2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2780+STABILITY: SURFACE MOTION FB2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB2780+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004 FB2780 FB2780 HISTORY - Date Condition Report By FB2780 HISTORY - 1973 MONUMENTED NCGS FB2780 HISTORY - 19961115 GOOD USPSQD FB2780 HISTORY - 20040318 GOOD USPSQD FB2780 FB2780 STATION DESCRIPTION FB2780 FB2780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2780'THE MOUNTAINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FB2780'IN THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2780' FB2780'THE MOUNTAINS IS LOCATED APPROXIMATELY 3.0 MILES (AIR MILES) NE OF FB2780'LAKE LURE POST OFFICE, AND 14.5 MILES NW OF RUTHERFORDTON. STATION FB2780'IS LOCATED AT THE NORTH END OF LAKE LURE ON THE MOUNTAINS RESORT FB2780'BEACH, APPROXIMATELY 200 FEET SW OF CLUB HOUSE, AND IN FB2780'APPROXIMATELY THE CENTER OF A 4X4 ROCK FOOTING. FB2780' FB2780'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED THE FB2780'MOUNTAINS 1973, SET FLUSH IN DRILLED HOLE. FB2780' FB2780'MARK IS FB2780'107.2 FEET NW OF CENTER OF N END OF WOODEN PIER. FB2780'30.5 FEET WNW OF W END OF N MOST ROCK WALL. FB2780'16.0 FEET NNE OF S EDGE OF S MOST ROCK WALL. FB2780'SLOPE DIST. 42.7 FEET SW OF BASE OF 18 INCH PINE. FB2780'27.9 FEET S OF BASE OF 5 INCH PINE W/ALUMINUM REF. TAG. FB2780 FB2780 STATION RECOVERY (1996) FB2780 FB2780'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2780'RECOVERED IN GOOD CONDITION. FB2780 FB2780 STATION RECOVERY (2004) FB2780 FB2780'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB) FB2780'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3353 *********************************************************************** FA3353 DESIGNATION - THOMAS FA3353 PID - FA3353 FA3353 STATE/COUNTY- NC/RUTHERFORD FA3353 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3353 FA3353 *CURRENT SURVEY CONTROL FA3353 ___________________________________________________________________ FA3353* NAD 83(1986)- 35 23 29.52681(N) 081 59 08.89534(W) ADJUSTED FA3353* NAVD 88 - 362.0 (meters) 1188. (feet) VERTCON FA3353 ___________________________________________________________________ FA3353 LAPLACE CORR- -1.12 (seconds) DEFLEC99 FA3353 GEOID HEIGHT- -31.89 (meters) GEOID03 FA3353 FA3353 HORZ ORDER - SECOND FA3353 FA3353.The North Carolina HARNS have been completed but, FA3353.due to contractual restrictions, coordinates for these stations FA3353.will NOT be published in the near future. In the interim, the FA3353.published coordinates in North Carolina will not be FA3353.consistent with the Continuously Operating Reference Stations FA3353.(CORS). The HARN coordinates for these stations are available FA3353.upon request. Contact Gary Thompson(919-733-3836). FA3353. FA3353.In addition, the published North Carolina positions FA3353.(NAD 83 (1986)) are NOT consistent with those determined in FA3353.adjacent state readjustments. The discontinuity between stations FA3353.located in North Carolina and those in adjacent states FA3353.which have been adjusted to the HARN may be as much as 5 FA3353.decimeters. This will result in a significant loss of accuracy FA3353.over lines crossing such state borders. FA3353 FA3353 FA3353.The horizontal coordinates were established by classical geodetic methods FA3353.and adjusted by the National Geodetic Survey in July 1986. FA3353 FA3353.The NAVD 88 height was computed by applying the VERTCON shift value to FA3353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3353 FA3353.The Laplace correction was computed from DEFLEC99 derived deflections. FA3353 FA3353.The geoid height was determined by GEOID03. FA3353 FA3353; North East Units Scale Factor Converg. FA3353;SPC NC - 186,174.419 338,411.981 MT 0.99987556 -1 43 23.9 FA3353;SPC NC - 610,807.24 1,110,273.31 sFT 0.99987556 -1 43 23.9 FA3353;UTM 17 - 3,916,910.322 410,472.861 MT 0.99969877 -0 34 15.5 FA3353 FA3353! - Elev Factor x Scale Factor = Combined Factor FA3353!SPC NC - 0.99994819 x 0.99987556 = 0.99982376 FA3353!UTM 17 - 0.99994819 x 0.99969877 = 0.99964698 FA3353 FA3353: Primary Azimuth Mark Grid Az FA3353:SPC NC - DENNING 032 23 35.8 FA3353:UTM 17 - DENNING 031 14 27.4 FA3353 FA3353|---------------------------------------------------------------------| FA3353| PID Reference Object Distance Geod. Az | FA3353| dddmmss.s | FA3353| FA3341 DENNING APPROX. 1.8 KM 0304011.9 | FA3353|---------------------------------------------------------------------| FA3353 FA3353 SUPERSEDED SURVEY CONTROL FA3353 FA3353 NAD 27 - 35 23 29.07077(N) 081 59 09.52523(W) AD( ) 2 FA3353 NGVD 29 (07/19/86) 362.2 (m) 1188. (f) VERT ANG FA3353 FA3353.Superseded values are not recommended for survey control. FA3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3353.See file dsdata.txt to determine how the superseded data were derived. FA3353 FA3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1047316910(NAD 83) FA3353_MARKER: DE = TRAVERSE STATION DISK FA3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3353_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3353_STAMPING: THOMAS 1973 FA3353_MARK LOGO: NCGS FA3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3353+STABILITY: SURFACE MOTION FA3353 FA3353 HISTORY - Date Condition Report By FA3353 HISTORY - 1973 MONUMENTED NCGS FA3353 FA3353 STATION DESCRIPTION FA3353 FA3353'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FA3353'THOMAS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3353'VICINITY OF RUTHERFORDTON, NORTH CAROLINA. FA3353' FA3353'THOMAS IS LOCATED APPROXIMATELY 2.2 MILES NW OF RUTHERFORDTON, AND FA3353'3.7 MILES SOUTH OF GILKEY. TO REACH STATION FROM THE INTERSECTION FA3353'OF US 64 AND US 74 BYPASS WITH US 74 BUSINESS IN THE NW SECTION OF FA3353'RUTHERFORDTON, PROCEED WNW ALONG US 64 AND US 74 FOR 1.6 MILES TO FA3353'THE INTERSECTION WITH SR 1172, THENCE SW ALONG SR 1172 FOR 0.2 MILES FA3353'TO THE INTERSECTION WITH SR 1171, THENCE SOUTH FOR APPROXIMATELY FA3353'100 FEET TO INTERSECTION WITH WOODS PATH SE, THENCE SE ALONG FA3353'MAIN WOODS PATH FOR 0.25 MILES TO CLEARING, TURN RIGHT AND PROCEED FA3353'SOUTH ALONG EDGE OF WOODS FOR ABOUT 500 FEET TO STATION IN SW FA3353'CORNER OF FIELD. FA3353' FA3353'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE FA3353'DISK, STAMPED THOMAS 1973, SET IN THE TOP OF A CONCRETE CYLINDER, FA3353'THE TOP OF WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. FA3353' FA3353'MARK IS FA3353'22.2 FEET NNW OF 8 INCH SHORT LEAF PINE W/ALUMINUM REF. TAG. FA3353'19.1 FEET ENE OF 10 INCH SHORT LEAF PINE W/ALUMINUM REF. TAG. FA3353'20.8 FEET SE OF 4 INCH SHORT LEAF PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8243 *********************************************************************** AF8243 DESIGNATION - TONEYS AF8243 PID - AF8243 AF8243 STATE/COUNTY- NC/RUTHERFORD AF8243 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8243 AF8243 *CURRENT SURVEY CONTROL AF8243 ___________________________________________________________________ AF8243* NAD 83(1986)- 35 27 25.52050(N) 081 53 11.51123(W) ADJUSTED AF8243* NAVD 88 - 309.6 (meters) 1016. (feet) VERT ANG AF8243 ___________________________________________________________________ AF8243 LAPLACE CORR- -0.51 (seconds) DEFLEC99 AF8243 GEOID HEIGHT- -31.91 (meters) GEOID03 AF8243 AF8243 HORZ ORDER - SECOND AF8243 AF8243.The North Carolina HARNS have been completed but, AF8243.due to contractual restrictions, coordinates for these stations AF8243.will NOT be published in the near future. In the interim, the AF8243.published coordinates in North Carolina will not be AF8243.consistent with the Continuously Operating Reference Stations AF8243.(CORS). The HARN coordinates for these stations are available AF8243.upon request. Contact Gary Thompson(919-733-3836). AF8243. AF8243.In addition, the published North Carolina positions AF8243.(NAD 83 (1986)) are NOT consistent with those determined in AF8243.adjacent state readjustments. The discontinuity between stations AF8243.located in North Carolina and those in adjacent states AF8243.which have been adjusted to the HARN may be as much as 5 AF8243.decimeters. This will result in a significant loss of accuracy AF8243.over lines crossing such state borders. AF8243 AF8243 AF8243.The horizontal coordinates were established by classical geodetic methods AF8243.and adjusted by the National Geodetic Survey in June 1998. AF8243 AF8243.The orthometric height was determined by vertical angle observations. AF8243 AF8243.The Laplace correction was computed from DEFLEC99 derived deflections. AF8243 AF8243.The geoid height was determined by GEOID03. AF8243 AF8243; North East Units Scale Factor Converg. AF8243;SPC NC - 193,176.848 347,637.445 MT 0.99987899 -1 39 57.7 AF8243;SPC NC - 633,781.04 1,140,540.52 sFT 0.99987899 -1 39 57.7 AF8243;UTM 17 - 3,924,095.463 419,553.968 MT 0.99967975 -0 30 51.5 AF8243 AF8243! - Elev Factor x Scale Factor = Combined Factor AF8243!SPC NC - 0.99995641 x 0.99987899 = 0.99983541 AF8243!UTM 17 - 0.99995641 x 0.99967975 = 0.99963618 AF8243 AF8243 SUPERSEDED SURVEY CONTROL AF8243 AF8243.No superseded survey control is available for this station. AF8243 AF8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1955424095(NAD 83) AF8243_MARKER: DE = TRAVERSE STATION DISK AF8243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8243_STAMPING: TONEYS 1983 AF8243_MARK LOGO: NCGS AF8243_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8243+STABILITY: SURFACE MOTION AF8243 AF8243 HISTORY - Date Condition Report By AF8243 HISTORY - 1983 MONUMENTED NCGS AF8243 AF8243 STATION DESCRIPTION AF8243 AF8243'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8243'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) NORTH OF WESTMINSTER, 11.9 AF8243'KM (7.40 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 5.5 KM (3.40 AF8243'MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.08 KM (0.05 MI) AF8243'NORTH OF SR 1007, IN WEST SHOULDER, NEAR GRAVEL DRIVE. MARK IS AF8243'RECESSED 6 INCHES BELOW GROUND AND LEVEL WITH US 64. LOCATED 4.48 M AF8243'(14.70 FT) WEST OF THE CENTERLINE OF US 64, 7.19 M (23.59 FT) AF8243'NORTHEAST OF TELEPHONE PEDESTAL, 11.95 M (39.21 FT) NORTH OF GRAVEL AF8243'DRIVE, 27.28 M (89.50 FT) EAST-NORTHEAST OF 10-INCH WHITE WALNUT, AND AF8243'46.91 M (153.90 FT) EAST-SOUTHEAST OF POWER POLE WITH A REFERENCE AF8243'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.95 (meters) GEOID03 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 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 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). FA1360. FA1360.In addition, the published North 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 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 GEOID03. 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 Factor Converg. FA1360;SPC NC - 179,799.748 346,664.160 MT 0.99987368 -1 40 11.0 FA1360;SPC NC - 589,893.01 1,137,347.33 sFT 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! - Elev Factor x Scale Factor = Combined Factor FA1360!SPC NC - 0.99995844 x 0.99987368 = 0.99983213 FA1360!UTM 17 - 0.99995844 x 0.99968115 = 0.99963961 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 (??/??/92) 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_SP_SET: 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 = OCTOBER 5, 2005 AF8244 *********************************************************************** AF8244 DESIGNATION - TROTS AF8244 PID - AF8244 AF8244 STATE/COUNTY- NC/RUTHERFORD AF8244 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8244 AF8244 *CURRENT SURVEY CONTROL AF8244 ___________________________________________________________________ AF8244* NAD 83(1986)- 35 28 26.36056(N) 081 52 59.31397(W) ADJUSTED AF8244* NAVD 88 - 309.9 (meters) 1017. (feet) VERT ANG AF8244 ___________________________________________________________________ AF8244 LAPLACE CORR- -0.47 (seconds) DEFLEC99 AF8244 GEOID HEIGHT- -31.90 (meters) GEOID03 AF8244 AF8244 HORZ ORDER - SECOND AF8244 AF8244.The North Carolina HARNS have been completed but, AF8244.due to contractual restrictions, coordinates for these stations AF8244.will NOT be published in the near future. In the interim, the AF8244.published coordinates in North Carolina will not be AF8244.consistent with the Continuously Operating Reference Stations AF8244.(CORS). The HARN coordinates for these stations are available AF8244.upon request. Contact Gary Thompson(919-733-3836). AF8244. AF8244.In addition, the published North Carolina positions AF8244.(NAD 83 (1986)) are NOT consistent with those determined in AF8244.adjacent state readjustments. The discontinuity between stations AF8244.located in North Carolina and those in adjacent states AF8244.which have been adjusted to the HARN may be as much as 5 AF8244.decimeters. This will result in a significant loss of accuracy AF8244.over lines crossing such state borders. AF8244 AF8244 AF8244.The horizontal coordinates were established by classical geodetic methods AF8244.and adjusted by the National Geodetic Survey in June 1998. AF8244 AF8244.The orthometric height was determined by vertical angle observations. AF8244 AF8244.The Laplace correction was computed from DEFLEC99 derived deflections. AF8244 AF8244.The geoid height was determined by GEOID03. AF8244 AF8244; North East Units Scale Factor Converg. AF8244;SPC NC - 195,041.938 347,999.288 MT 0.99988009 -1 39 50.6 AF8244;SPC NC - 639,900.09 1,141,727.66 sFT 0.99988009 -1 39 50.6 AF8244;UTM 17 - 3,925,967.074 419,878.187 MT 0.99967911 -0 30 45.2 AF8244 AF8244! - Elev Factor x Scale Factor = Combined Factor AF8244!SPC NC - 0.99995636 x 0.99988009 = 0.99983646 AF8244!UTM 17 - 0.99995636 x 0.99967911 = 0.99963549 AF8244 AF8244 SUPERSEDED SURVEY CONTROL AF8244 AF8244.No superseded survey control is available for this station. AF8244 AF8244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1987825967(NAD 83) AF8244_MARKER: DE = TRAVERSE STATION DISK AF8244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8244_STAMPING: TROTS 1983 AF8244_MARK LOGO: NCGS AF8244_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8244+STABILITY: SURFACE MOTION AF8244 AF8244 HISTORY - Date Condition Report By AF8244 HISTORY - 1983 MONUMENTED NCGS AF8244 AF8244 STATION DESCRIPTION AF8244 AF8244'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8244'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) NORTH-NORTHEAST OF AF8244'WESTMINSTER AND 13.7 KM (8.50 MI) NORTHEAST OF RUTHERFORDTON. ALONG AF8244'US 64 FOR 7.4 KM (4.60 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, AF8244'OR 0.5 KM (0.30 MI) NORTH OF SR 1516, IN WEST SHOULDER. MARK IS AF8244'RECESSED 2 INCHES BELOW GROUND AND IS 1-FOOT BELOW US 64. LOCATED 7.19 AF8244'M (23.59 FT) WEST-NORTHWEST OF THE CENTERLINE OF US 64--AND 3.72 M AF8244'(12.20 FT) EAST OF 10-INCH WHITE OAK, 5.88 M (19.29 FT) SOUTH OF AF8244'14-INCH BLACK GUM, 6.95 M (22.80 FT) NORTHEAST OF 12-INCH WHITE AF8244'OAK--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7943 *********************************************************************** AF7943 DESIGNATION - TT 9 CWH AF7943 PID - AF7943 AF7943 STATE/COUNTY- NC/RUTHERFORD AF7943 USGS QUAD - SUNSHINE (1965) AF7943 AF7943 *CURRENT SURVEY CONTROL AF7943 ___________________________________________________________________ AF7943* NAD 83(1986)- 35 27 48.70383(N) 081 47 42.93307(W) ADJUSTED AF7943* NAVD 88 - 352.698 (meters) 1157.14 (feet) ADJUSTED AF7943 ___________________________________________________________________ AF7943 LAPLACE CORR- 0.60 (seconds) DEFLEC99 AF7943 GEOID HEIGHT- -31.90 (meters) GEOID03 AF7943 DYNAMIC HT - 352.351 (meters) 1156.00 (feet) COMP AF7943 MODELED GRAV- 979,639.9 (mgal) NAVD 88 AF7943 AF7943 HORZ ORDER - SECOND AF7943 VERT ORDER - SECOND CLASS II AF7943 AF7943.The North Carolina HARNS have been completed but, AF7943.due to contractual restrictions, coordinates for these stations AF7943.will NOT be published in the near future. In the interim, the AF7943.published coordinates in North Carolina will not be AF7943.consistent with the Continuously Operating Reference Stations AF7943.(CORS). The HARN coordinates for these stations are available AF7943.upon request. Contact Gary Thompson(919-733-3836). AF7943. AF7943.In addition, the published North Carolina positions AF7943.(NAD 83 (1986)) are NOT consistent with those determined in AF7943.adjacent state readjustments. The discontinuity between stations AF7943.located in North Carolina and those in adjacent states AF7943.which have been adjusted to the HARN may be as much as 5 AF7943.decimeters. This will result in a significant loss of accuracy AF7943.over lines crossing such state borders. AF7943 AF7943 AF7943.The horizontal coordinates were established by classical geodetic methods AF7943.and adjusted by the National Geodetic Survey in June 1998. AF7943 AF7943.The orthometric height was determined by differential leveling AF7943.and adjusted by the National Geodetic Survey in January 2005. AF7943.No vertical observational check was made to the station. AF7943 AF7943.The Laplace correction was computed from DEFLEC99 derived deflections. AF7943 AF7943.The geoid height was determined by GEOID03. AF7943 AF7943.The dynamic height is computed by dividing the NAVD 88 AF7943.geopotential number by the normal gravity value computed on the AF7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7943.degrees latitude (g = 980.6199 gals.). AF7943 AF7943.The modeled gravity was interpolated from observed gravity values. AF7943 AF7943; North East Units Scale Factor Converg. AF7943;SPC NC - 193,653.920 355,938.592 MT 0.99987940 -1 36 48.0 AF7943;SPC NC - 635,346.24 1,167,775.20 sFT 0.99987940 -1 36 48.0 AF7943;UTM 17 - 3,924,739.172 427,842.128 MT 0.99966416 -0 27 41.1 AF7943 AF7943! - Elev Factor x Scale Factor = Combined Factor AF7943!SPC NC - 0.99994965 x 0.99987940 = 0.99982906 AF7943!UTM 17 - 0.99994965 x 0.99966416 = 0.99961383 AF7943 AF7943 SUPERSEDED SURVEY CONTROL AF7943 AF7943 NAVD 88 (06/05/98) 352.72 (m) 1157.2 (f) LEVELING 3 AF7943 AF7943.Superseded values are not recommended for survey control. AF7943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7943.See file dsdata.txt to determine how the superseded data were derived. AF7943 AF7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2784224739(NAD 83) AF7943_MARKER: DB = BENCH MARK DISK AF7943_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AF7943_STAMPING: TT 9 CWH 1949 AF7943_MARK LOGO: USGS AF7943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AF7943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7943+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999 AF7943 AF7943 HISTORY - Date Condition Report By AF7943 HISTORY - 1949 MONUMENTED USGS AF7943 HISTORY - 19980210 SEE DESCRIPTION NCGS AF7943 HISTORY - 19990406 GOOD NCGS AF7943 AF7943 STATION DESCRIPTION AF7943 AF7943'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC) AF7943'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHEAST OF SUNSHINE AND AF7943'11.0 MI (17.7 KM) NORTHEAST OF RUTHERFORDTON.$PROCEED ALONG NC 226 FOR AF7943'7.1 MI (11.4 KM) SOUTHEAST FROM US 64 (JUST SOUTH OF THE AF7943'BURKE/MCDOWELL COUNTY LINE), THENCE SOUTHWEST FOR 4.3 MI (6.9 KM) AF7943'ALONG SR 1006 (BOSTIC/SUNSHINE ROAD) TO THE INTERSECTION WITH SR 1745 AF7943'(CALTRON ROAD) AND THE STATION.$MARK PROJECTS 10 INCHES AND IS 2-FEET AF7943'HIGHER THAN SR 1006. LOCATED 36.0 FT (11.0 M) NORTHWEST OF THE AF7943'CENTERLINE OF SR 1006, 40.2 FT (12.3 M) WEST OF THE CENTERLINE AF7943'INTERSECTION OF SR 1006 AND SR 1745, 82.4 FT (25.1 M) SOUTH-SOUTHWEST AF7943'OF THE SOUTHEAST CORNER OF THE SPACE GAS AND GROCERY STORE--AND 51.8 AF7943'FT (15.8 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 23.4 AF7943'FT (7.1 M) EAST OF A 28-INCH WHITE OAK--BOTH WITH REFERENCE TAGS. AF7943 AF7943 STATION RECOVERY (1999) AF7943 AF7943'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB) AF7943'DESCRIPTION IS ADEQUATE, EXCEPT THE MARK IS LEANING TO THE NORTHEAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF7927 *********************************************************************** AF7927 DESIGNATION - UNION AZ MK AF7927 PID - AF7927 AF7927 STATE/COUNTY- NC/RUTHERFORD AF7927 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF7927 AF7927 *CURRENT SURVEY CONTROL AF7927 ___________________________________________________________________ AF7927* NAD 83(1986)- 35 20 30.94761(N) 081 59 12.54859(W) ADJUSTED AF7927* NAVD 88 - 311.2 (meters) 1021. (feet) VERT ANG AF7927 ___________________________________________________________________ AF7927 LAPLACE CORR- -0.99 (seconds) DEFLEC99 AF7927 GEOID HEIGHT- -31.92 (meters) GEOID03 AF7927 AF7927 HORZ ORDER - SECOND AF7927 AF7927.The North Carolina HARNS have been completed but, AF7927.due to contractual restrictions, coordinates for these stations AF7927.will NOT be published in the near future. In the interim, the AF7927.published coordinates in North Carolina will not be AF7927.consistent with the Continuously Operating Reference Stations AF7927.(CORS). The HARN coordinates for these stations are available AF7927.upon request. Contact Gary Thompson(919-733-3836). AF7927. AF7927.In addition, the published North Carolina positions AF7927.(NAD 83 (1986)) are NOT consistent with those determined in AF7927.adjacent state readjustments. The discontinuity between stations AF7927.located in North Carolina and those in adjacent states AF7927.which have been adjusted to the HARN may be as much as 5 AF7927.decimeters. This will result in a significant loss of accuracy AF7927.over lines crossing such state borders. AF7927 AF7927 AF7927.The horizontal coordinates were established by classical geodetic methods AF7927.and adjusted by the National Geodetic Survey in June 1998. AF7927 AF7927.The orthometric height was determined by vertical angle observations. AF7927 AF7927.The Laplace correction was computed from DEFLEC99 derived deflections. AF7927 AF7927.The geoid height was determined by GEOID03. AF7927 AF7927; North East Units Scale Factor Converg. AF7927;SPC NC - 180,676.794 338,154.294 MT 0.99987383 -1 43 26.1 AF7927;SPC NC - 592,770.45 1,109,427.88 sFT 0.99987383 -1 43 26.1 AF7927;UTM 17 - 3,911,409.593 410,325.847 MT 0.99969910 -0 34 15.1 AF7927 AF7927! - Elev Factor x Scale Factor = Combined Factor AF7927!SPC NC - 0.99995616 x 0.99987383 = 0.99982999 AF7927!UTM 17 - 0.99995616 x 0.99969910 = 0.99965527 AF7927 AF7927 SUPERSEDED SURVEY CONTROL AF7927 AF7927.No superseded survey control is available for this station. AF7927 AF7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1032611410(NAD 83) AF7927_MARKER: DZ = AZIMUTH MARK DISK AF7927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7927_STAMPING: UNION 1990 AF7927_MARK LOGO: NCGS AF7927_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AF7927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7927+STABILITY: SURFACE MOTION AF7927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7927+SATELLITE: SATELLITE OBSERVATIONS - 1990 AF7927 AF7927 HISTORY - Date Condition Report By AF7927 HISTORY - 1990 MONUMENTED NCGS AF7927 AF7927 STATION DESCRIPTION AF7927 AF7927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AF7927'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF RUTHERFORDTON, AF7927'7.0 MI (11.3 KM) WEST OF FOREST CITY, AND 1.6 MI (2.6 KM) NORTH OF AF7927'UNION COMMUNITY.$ALONG SR 1145 (UNION ROAD) FOR 1.0 MI (1.6 KM) SOUTH AF7927'FROM NC 108, OR 0.2 MI (0.3 KM) NORTH OF SR 1153 (EDWARDS ROAD AF7927'EXTENSION).$MARK IS 1-FOOT LOWER THAN ROAD, AND RECESSED 1 INCH BELOW AF7927'GROUND. LOCATED 19.8 FT (6.0 M) WEST OF THE CENTERLINE OF ROAD, 30.2 AF7927'FT (9.2 M) NORTHWEST OF THE CENTERLINE INTERSECTION WITH THE GRAVEL AF7927'DRIVE LEADING EAST--AND 57.4 FT (17.5 M) SOUTHWEST OF A TELEPHONE AF7927'PEDESTAL BESIDE POWER POLE WITH TRANSFORMER, 35.8 FT (10.9 M) AF7927'SOUTHEAST OF A 15-INCH TWIN TRUNK PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8246 *********************************************************************** AF8246 DESIGNATION - UPTON AF8246 PID - AF8246 AF8246 STATE/COUNTY- NC/RUTHERFORD AF8246 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8246 AF8246 *CURRENT SURVEY CONTROL AF8246 ___________________________________________________________________ AF8246* NAD 83(1986)- 35 28 53.05581(N) 081 52 43.01131(W) ADJUSTED AF8246* NAVD 88 - 327.8 (meters) 1075. (feet) VERT ANG AF8246 ___________________________________________________________________ AF8246 LAPLACE CORR- -0.46 (seconds) DEFLEC99 AF8246 GEOID HEIGHT- -31.90 (meters) GEOID03 AF8246 AF8246 HORZ ORDER - SECOND AF8246 AF8246.The North Carolina HARNS have been completed but, AF8246.due to contractual restrictions, coordinates for these stations AF8246.will NOT be published in the near future. In the interim, the AF8246.published coordinates in North Carolina will not be AF8246.consistent with the Continuously Operating Reference Stations AF8246.(CORS). The HARN coordinates for these stations are available AF8246.upon request. Contact Gary Thompson(919-733-3836). AF8246. AF8246.In addition, the published North Carolina positions AF8246.(NAD 83 (1986)) are NOT consistent with those determined in AF8246.adjacent state readjustments. The discontinuity between stations AF8246.located in North Carolina and those in adjacent states AF8246.which have been adjusted to the HARN may be as much as 5 AF8246.decimeters. This will result in a significant loss of accuracy AF8246.over lines crossing such state borders. AF8246 AF8246 AF8246.The horizontal coordinates were established by classical geodetic methods AF8246.and adjusted by the National Geodetic Survey in June 1998. AF8246 AF8246.The orthometric height was determined by vertical angle observations. AF8246 AF8246.The Laplace correction was computed from DEFLEC99 derived deflections. AF8246 AF8246.The geoid height was determined by GEOID03. AF8246 AF8246; North East Units Scale Factor Converg. AF8246;SPC NC - 195,852.297 348,433.918 MT 0.99988060 -1 39 41.2 AF8246;SPC NC - 642,558.74 1,143,153.61 sFT 0.99988060 -1 39 41.2 AF8246;UTM 17 - 3,926,785.838 420,296.361 MT 0.99967828 -0 30 36.0 AF8246 AF8246! - Elev Factor x Scale Factor = Combined Factor AF8246!SPC NC - 0.99995356 x 0.99988060 = 0.99983417 AF8246!UTM 17 - 0.99995356 x 0.99967828 = 0.99963186 AF8246 AF8246 SUPERSEDED SURVEY CONTROL AF8246 AF8246.No superseded survey control is available for this station. AF8246 AF8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2029626786(NAD 83) AF8246_MARKER: DE = TRAVERSE STATION DISK AF8246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8246_STAMPING: UPTON 1983 AF8246_MARK LOGO: NCGS AF8246_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8246+STABILITY: SURFACE MOTION AF8246 AF8246 HISTORY - Date Condition Report By AF8246 HISTORY - 1983 MONUMENTED NCGS AF8246 AF8246 STATION DESCRIPTION AF8246 AF8246'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8246'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST-SOUTHWEST OF LANES AF8246'STORE AND 14.5 KM (9.00 MI) NORTHEAST OF RUTHERFORDTON. ALONG US 64 AF8246'FOR 8.4 KM (5.20 MI) NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.2 AF8246'KM (0.10 MI) SOUTHWEST OF SR 1513. MARK IS RECESSED 1 INCH BELOW AF8246'GROUND AND LEVEL WITH US 64. LOCATED 9.08 M (29.79 FT) NORTHWEST OF AF8246'THE CENTERLINE OF US 64, 13.41 M (44.00 FT) SOUTH-SOUTHWEST OF AF8246'EAST-MOST SIGN POST, 10.42 M (34.19 FT) SOUTH OF TELEPHONE PEDESTAL, AF8246'AND 11.67 M (38.29 FT) SOUTH OF POWER POLE WITH TRANSFORMER AND AF8246'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3357 *********************************************************************** FA3357 DESIGNATION - VAN FA3357 PID - FA3357 FA3357 STATE/COUNTY- NC/RUTHERFORD FA3357 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3357 FA3357 *CURRENT SURVEY CONTROL FA3357 ___________________________________________________________________ FA3357* NAD 83(1986)- 35 23 11.27417(N) 081 54 44.92517(W) ADJUSTED FA3357* NAVD 88 - 301.3 (meters) 989. (feet) VERTCON FA3357 ___________________________________________________________________ FA3357 LAPLACE CORR- -0.82 (seconds) DEFLEC99 FA3357 GEOID HEIGHT- -31.93 (meters) GEOID03 FA3357 FA3357 HORZ ORDER - SECOND FA3357 FA3357.The North Carolina HARNS have been completed but, FA3357.due to contractual restrictions, coordinates for these stations FA3357.will NOT be published in the near future. In the interim, the FA3357.published coordinates in North Carolina will not be FA3357.consistent with the Continuously Operating Reference Stations FA3357.(CORS). The HARN coordinates for these stations are available FA3357.upon request. Contact Gary Thompson(919-733-3836). FA3357. FA3357.In addition, the published North Carolina positions FA3357.(NAD 83 (1986)) are NOT consistent with those determined in FA3357.adjacent state readjustments. The discontinuity between stations FA3357.located in North Carolina and those in adjacent states FA3357.which have been adjusted to the HARN may be as much as 5 FA3357.decimeters. This will result in a significant loss of accuracy FA3357.over lines crossing such state borders. FA3357 FA3357 FA3357.The horizontal coordinates were established by classical geodetic methods FA3357.and adjusted by the National Geodetic Survey in July 1986. FA3357 FA3357.The NAVD 88 height was computed by applying the VERTCON shift value to FA3357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3357 FA3357.The Laplace correction was computed from DEFLEC99 derived deflections. FA3357 FA3357.The geoid height was determined by GEOID03. FA3357 FA3357; North East Units Scale Factor Converg. FA3357;SPC NC - 185,414.354 345,053.381 MT 0.99987534 -1 40 51.6 FA3357;SPC NC - 608,313.59 1,132,062.63 sFT 0.99987534 -1 40 51.6 FA3357;UTM 17 - 3,916,284.102 417,126.981 MT 0.99968464 -0 31 42.4 FA3357 FA3357! - Elev Factor x Scale Factor = Combined Factor FA3357!SPC NC - 0.99995771 x 0.99987534 = 0.99983306 FA3357!UTM 17 - 0.99995771 x 0.99968464 = 0.99964237 FA3357 FA3357: Primary Azimuth Mark Grid Az FA3357:SPC NC - LONG 354 04 38.2 FA3357:UTM 17 - LONG 352 55 29.0 FA3357 FA3357|---------------------------------------------------------------------| FA3357| PID Reference Object Distance Geod. Az | FA3357| dddmmss.s | FA3357| FA3336 SPINDALE DUKE POWER TANK APPROX. 3.3 KM 2095752.4 | FA3357| FA3349 LONG APPROX. 1.8 KM 3522346.6 | FA3357|---------------------------------------------------------------------| FA3357 FA3357 SUPERSEDED SURVEY CONTROL FA3357 FA3357 NAD 27 - 35 23 10.81989(N) 081 54 45.56220(W) AD( ) 2 FA3357 NGVD 29 (07/19/86) 301.6 (m) 989. (f) VERT ANG FA3357 FA3357.Superseded values are not recommended for survey control. FA3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3357.See file dsdata.txt to determine how the superseded data were derived. FA3357 FA3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1712716284(NAD 83) FA3357_MARKER: DE = TRAVERSE STATION DISK FA3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3357_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3357_STAMPING: VAN 1972 FA3357_MARK LOGO: NCGS FA3357_MAGNETIC: N = NO MAGNETIC MATERIAL FA3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3357+STABILITY: SURFACE MOTION FA3357 FA3357 HISTORY - Date Condition Report By FA3357 HISTORY - 1972 MONUMENTED NCGS FA3357 HISTORY - 19830101 GOOD NCGS FA3357 FA3357 STATION DESCRIPTION FA3357 FA3357'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3357'VAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3357'VICINITY OF RUTH, NORTH CAROLINA. FA3357' FA3357'VAN IS LOCATED APPROXIMATELY 2.0 MILES EAST OF RUTH, AND 2.2 MILES FA3357'NNE OF SPINDALE. TO REACH STATION FROM INTERSECTION OF US 74 FA3357'BUSINESS (MAIN STREET) AND SPINDALE STREET (NORTH) SR 1546, IN FA3357'SPINDALE, PROCEED NORTH ALONG SPINDALE STREET (SR 1546) FOR 2.0 FA3357'MILES TO THE INTERSECTION WITH SR 1538, THENCE EAST ALONG SR 1538 FA3357'FOR 0.3 MILE TO INTERSECTION WITH SR 1548 (E), THENCE EAST ALONG FA3357'SR 1548 FOR 0.1 MILE TO DIRT LANE LEADING ENE TO WATER SHED, THENCE FA3357'EAST ALONG DIRT LANE FOR APPROXIMATELY 0.15 MILE (ALONG SOUTH FA3357'SIDE OF A PASTURE) TO ENTRANCE OF WOODS AND STATION AT THE SOUTH FA3357'EDGE OF PASTURE BY 24 INCH PERSIMMON TREE, AND APPROXIMATELY 250 FA3357'FEET SOUTH OF A TRANSMISSION TOWER. FA3357' FA3357'STATION MARK IS A STANDARD N. C. TRAVERSE DISK, STAMPED VAN 1972, SET FA3357'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH FA3357'THE GROUND. FA3357' FA3357'MARK IS FA3357'15.6 FEET N OF A C/L OF DIRT LANE. FA3357'8.2 FEET NW OF A 24 INCH PERSIMMON TREE W/ALUMINUM REF. TAG. FA3357'8.8 FEET ENE OF A 10 INCH OAK W/ALUMINUM REF. TAG. FA3357'24.8 FEET W OF A 36 INCH OAK (AT FENCE CORNER) W/ALUMINUM REF. FA3357'TAG. FA3357 FA3357 STATION RECOVERY (1983) FA3357 FA3357'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3357'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2788 *********************************************************************** FB2788 DESIGNATION - VIEW FB2788 PID - FB2788 FB2788 STATE/COUNTY- NC/RUTHERFORD FB2788 USGS QUAD - LAKE LURE (1987) FB2788 FB2788 *CURRENT SURVEY CONTROL FB2788 ___________________________________________________________________ FB2788* NAD 83(1986)- 35 23 59.13928(N) 082 08 30.77495(W) ADJUSTED FB2788* NAVD 88 - 362.2 (meters) 1188. (feet) VERTCON FB2788 ___________________________________________________________________ FB2788 LAPLACE CORR- -4.99 (seconds) DEFLEC99 FB2788 GEOID HEIGHT- -31.61 (meters) GEOID03 FB2788 FB2788 HORZ ORDER - SECOND FB2788 FB2788.The North Carolina HARNS have been completed but, FB2788.due to contractual restrictions, coordinates for these stations FB2788.will NOT be published in the near future. In the interim, the FB2788.published coordinates in North Carolina will not be FB2788.consistent with the Continuously Operating Reference Stations FB2788.(CORS). The HARN coordinates for these stations are available FB2788.upon request. Contact Gary Thompson(919-733-3836). FB2788. FB2788.In addition, the published North Carolina positions FB2788.(NAD 83 (1986)) are NOT consistent with those determined in FB2788.adjacent state readjustments. The discontinuity between stations FB2788.located in North Carolina and those in adjacent states FB2788.which have been adjusted to the HARN may be as much as 5 FB2788.decimeters. This will result in a significant loss of accuracy FB2788.over lines crossing such state borders. FB2788 FB2788 FB2788.The horizontal coordinates were established by classical geodetic methods FB2788.and adjusted by the National Geodetic Survey in July 1986. FB2788 FB2788.The NAVD 88 height was computed by applying the VERTCON shift value to FB2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2788 FB2788.The Laplace correction was computed from DEFLEC99 derived deflections. FB2788 FB2788.The geoid height was determined by GEOID03. FB2788 FB2788; North East Units Scale Factor Converg. FB2788;SPC NC - 187,523.989 324,269.532 MT 0.99987591 -1 48 48.2 FB2788;SPC NC - 615,234.95 1,063,874.29 sFT 0.99987591 -1 48 48.2 FB2788;UTM 17 - 3,917,975.089 396,308.410 MT 0.99973250 -0 39 41.5 FB2788 FB2788! - Elev Factor x Scale Factor = Combined Factor FB2788!SPC NC - 0.99994811 x 0.99987591 = 0.99982402 FB2788!UTM 17 - 0.99994811 x 0.99973250 = 0.99968062 FB2788 FB2788: Primary Azimuth Mark Grid Az FB2788:SPC NC - GRASSY KNOB 291 20 13.8 FB2788:UTM 17 - GRASSY KNOB 290 11 07.1 FB2788 FB2788|---------------------------------------------------------------------| FB2788| PID Reference Object Distance Geod. Az | FB2788| dddmmss.s | FB2788| FB2789 GRASSY KNOB APPROX. 2.9 KM 2893125.6 | FB2788|---------------------------------------------------------------------| FB2788 FB2788 SUPERSEDED SURVEY CONTROL FB2788 FB2788 NAD 27 - 35 23 58.73954(N) 082 08 31.37489(W) AD( ) 2 FB2788 NGVD 29 (07/19/86) 362.4 (m) 1189. (f) VERT ANG FB2788 FB2788.Superseded values are not recommended for survey control. FB2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2788.See file dsdata.txt to determine how the superseded data were derived. FB2788 FB2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9630817975(NAD 83) FB2788_MARKER: DE = TRAVERSE STATION DISK FB2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2788_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2788_STAMPING: VIEW 1975 FB2788_MARK LOGO: NCGS FB2788_MAGNETIC: N = NO MAGNETIC MATERIAL FB2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2788+STABILITY: SURFACE MOTION FB2788 FB2788 HISTORY - Date Condition Report By FB2788 HISTORY - 1975 MONUMENTED NCGS FB2788 HISTORY - 19900524 GOOD NCGS FB2788 HISTORY - 19961127 GOOD USPSQD FB2788 FB2788 STATION DESCRIPTION FB2788 FB2788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB2788'THE STATION IS LOCATED APPROXIMATELY 5.4 MILES EAST-SOUTHEAST OF LAKE FB2788'LURE POST OFFICE AND 7.2 MILES NORTH OF MILL SPRING (POLK COUNTY). FB2788' FB2788'TO REACH THE STATION FROM THE INTERSECTION OF NC 9 AND SR 1300 (GRASSY FB2788'KNOB ROAD) IN NORTHERN POLK COUNTY, PROCEED NORTHEAST ALONG SR 1300 FB2788'FOR 4.5 MILES TO JONES RESIDENCE ON THE LEFT, AND STATION NEAR FB2788'SOUTHWEST CORNER OF HOUSE, AND APPROXIMATELY 0.7 MILE NORTHWEST OF FB2788'INTERSECTION OF SR 1300 WITH SR 1311 AT ROCK SPRINGS. FB2788' FB2788'STATION MARK IS A STANDARD DISK, STAMPED---VIEW 1975---, SET IN THE FB2788'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND FB2788'SURFACE. MARK IS 300.0 FEET (APPROXIMATELY) NORTHWEST OF SR 1300, FB2788'33.1 FEET WEST-SOUTHWEST OF SOUTHERNMOST CLOTHES LINE POST, 105.0 FEET FB2788'WEST-SOUTHWEST OF NORTHWEST CORNER OF HOUSE, 86.3 FEET WEST-NORTHWEST FB2788'OF SOUTHWEST CORNER CHIMNEY AND 66.4 FEET NORTH-NORTHWEST OF LIGHT FB2788'POLE WITH REFERENCE TAG. FB2788 FB2788 STATION RECOVERY (1990) FB2788 FB2788'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) FB2788'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING ADDITIONS. LOCATED FB2788'102.0 FT (31.1 M) NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE AND 14.2 FB2788'FT (4.3 M) NORTH OF A POWER POLE WITH LAMP AND REFERENCE TAG. FB2788 FB2788 STATION RECOVERY (1996) FB2788 FB2788'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8188 *********************************************************************** AF8188 DESIGNATION - WATERS AF8188 PID - AF8188 AF8188 STATE/COUNTY- NC/RUTHERFORD AF8188 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8188 AF8188 *CURRENT SURVEY CONTROL AF8188 ___________________________________________________________________ AF8188* NAD 83(1986)- 35 19 34.11023(N) 081 56 38.69141(W) ADJUSTED AF8188* NAVD 88 - 324.5 (meters) 1065. (feet) VERT ANG AF8188 ___________________________________________________________________ AF8188 LAPLACE CORR- -0.33 (seconds) DEFLEC99 AF8188 GEOID HEIGHT- -31.94 (meters) GEOID03 AF8188 AF8188 HORZ ORDER - SECOND AF8188 AF8188.The North Carolina HARNS have been completed but, AF8188.due to contractual restrictions, coordinates for these stations AF8188.will NOT be published in the near future. In the interim, the AF8188.published coordinates in North Carolina will not be AF8188.consistent with the Continuously Operating Reference Stations AF8188.(CORS). The HARN coordinates for these stations are available AF8188.upon request. Contact Gary Thompson(919-733-3836). AF8188. AF8188.In addition, the published North Carolina positions AF8188.(NAD 83 (1986)) are NOT consistent with those determined in AF8188.adjacent state readjustments. The discontinuity between stations AF8188.located in North Carolina and those in adjacent states AF8188.which have been adjusted to the HARN may be as much as 5 AF8188.decimeters. This will result in a significant loss of accuracy AF8188.over lines crossing such state borders. AF8188 AF8188 AF8188.The horizontal coordinates were established by classical geodetic methods AF8188.and adjusted by the National Geodetic Survey in June 1998. AF8188 AF8188.The orthometric height was determined by vertical angle observations. AF8188 AF8188.The Laplace correction was computed from DEFLEC99 derived deflections. AF8188 AF8188.The geoid height was determined by GEOID03. AF8188 AF8188; North East Units Scale Factor Converg. AF8188;SPC NC - 178,810.113 341,985.320 MT 0.99987343 -1 41 57.2 AF8188;SPC NC - 586,646.18 1,121,996.84 sFT 0.99987343 -1 41 57.2 AF8188;UTM 17 - 3,909,620.710 414,192.973 MT 0.99969074 -0 32 45.3 AF8188 AF8188! - Elev Factor x Scale Factor = Combined Factor AF8188!SPC NC - 0.99995408 x 0.99987343 = 0.99982751 AF8188!UTM 17 - 0.99995408 x 0.99969074 = 0.99964483 AF8188 AF8188 SUPERSEDED SURVEY CONTROL AF8188 AF8188.No superseded survey control is available for this station. AF8188 AF8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1419309621(NAD 83) AF8188_MARKER: DE = TRAVERSE STATION DISK AF8188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8188_STAMPING: WATERS 1985 AF8188_MARK LOGO: NCGS AF8188_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8188+STABILITY: SURFACE MOTION AF8188 AF8188 HISTORY - Date Condition Report By AF8188 HISTORY - 1985 MONUMENTED NCGS AF8188 AF8188 STATION DESCRIPTION AF8188 AF8188'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8188'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTH-SOUTHWEST OF SPINDALE, AF8188'AND 4.8 KM (3.00 MI) SOUTH-SOUTHEAST OF RUTHERFORDTON. ALONG US 221 AF8188'FOR 5.3 KM (3.30 MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION AF8188'(IN RUTHERFORDTON), OR 0.9 KM (0.55 MI) WEST-NORTHWEST OF SR 2194, AT AF8188'A GRAVEL DRIVE. MARK IS FLUSH WITH GROUND AND LEVEL WITH US 221. AF8188'LOCATED 5.64 M (18.50 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 221, AF8188'5.49 M (18.01 FT) WEST-NORTHWEST OF THE CENTERLINE OF GRAVEL DRIVE, AF8188'9.27 M (30.41 FT) NORTH-NORTHEAST OF POST, 17.95 M (58.89 FT) NORTH OF AF8188'12-INCH APPLE, AND 31.00 M (101.71 FT) SOUTH-SOUTHEAST OF POWER POLE AF8188'(ACROSS ROAD). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 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- -31.93 (meters) GEOID03 AF8194 AF8194 HORZ ORDER - SECOND AF8194 AF8194.The North 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 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). AF8194. AF8194.In addition, the published North 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 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 GEOID03. AF8194 AF8194; North East Units Scale Factor Converg. AF8194;SPC NC - 179,969.029 340,508.795 MT 0.99987367 -1 42 31.8 AF8194;SPC NC - 590,448.39 1,117,152.60 sFT 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! - Elev Factor x Scale Factor = Combined Factor AF8194!SPC NC - 0.99996050 x 0.99987367 = 0.99983417 AF8194!UTM 17 - 0.99996050 x 0.99969393 = 0.99965444 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 HISTORY - 20041007 MARK NOT FOUND USPSQD 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. AF8194 AF8194 STATION RECOVERY (2004) AF8194 AF8194'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM) AF8194'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8241 *********************************************************************** AF8241 DESIGNATION - WESTMINSTER AF8241 PID - AF8241 AF8241 STATE/COUNTY- NC/RUTHERFORD AF8241 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8241 AF8241 *CURRENT SURVEY CONTROL AF8241 ___________________________________________________________________ AF8241* NAD 83(1986)- 35 27 05.80996(N) 081 53 18.53572(W) ADJUSTED AF8241* NAVD 88 - 308.1 (meters) 1011. (feet) VERT ANG AF8241 ___________________________________________________________________ AF8241 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AF8241 GEOID HEIGHT- -31.92 (meters) GEOID03 AF8241 AF8241 HORZ ORDER - SECOND AF8241 AF8241.The North Carolina HARNS have been completed but, AF8241.due to contractual restrictions, coordinates for these stations AF8241.will NOT be published in the near future. In the interim, the AF8241.published coordinates in North Carolina will not be AF8241.consistent with the Continuously Operating Reference Stations AF8241.(CORS). The HARN coordinates for these stations are available AF8241.upon request. Contact Gary Thompson(919-733-3836). AF8241. AF8241.In addition, the published North Carolina positions AF8241.(NAD 83 (1986)) are NOT consistent with those determined in AF8241.adjacent state readjustments. The discontinuity between stations AF8241.located in North Carolina and those in adjacent states AF8241.which have been adjusted to the HARN may be as much as 5 AF8241.decimeters. This will result in a significant loss of accuracy AF8241.over lines crossing such state borders. AF8241 AF8241 AF8241.The horizontal coordinates were established by classical geodetic methods AF8241.and adjusted by the National Geodetic Survey in June 1998. AF8241 AF8241.The orthometric height was determined by vertical angle observations. AF8241 AF8241.The Laplace correction was computed from DEFLEC99 derived deflections. AF8241 AF8241.The geoid height was determined by GEOID03. AF8241 AF8241; North East Units Scale Factor Converg. AF8241;SPC NC - 192,574.867 347,442.741 MT 0.99987865 -1 40 01.7 AF8241;SPC NC - 631,806.04 1,139,901.73 sFT 0.99987865 -1 40 01.7 AF8241;UTM 17 - 3,923,489.811 419,371.439 MT 0.99968011 -0 30 55.3 AF8241 AF8241! - Elev Factor x Scale Factor = Combined Factor AF8241!SPC NC - 0.99995665 x 0.99987865 = 0.99983530 AF8241!UTM 17 - 0.99995665 x 0.99968011 = 0.99963677 AF8241 AF8241 SUPERSEDED SURVEY CONTROL AF8241 AF8241.No superseded survey control is available for this station. AF8241 AF8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1937123490(NAD 83) AF8241_MARKER: DE = TRAVERSE STATION DISK AF8241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8241_STAMPING: WESTMINSTER 1983 AF8241_MARK LOGO: NCGS AF8241_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8241+STABILITY: SURFACE MOTION AF8241 AF8241 HISTORY - Date Condition Report By AF8241 HISTORY - 1983 MONUMENTED NCGS AF8241 AF8241 STATION DESCRIPTION AF8241 AF8241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8241'STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) NORTHEAST OF RUTHERFORDTON, AF8241'IN WESTMINSTER. ALONG US 64 FOR 4.8 KM (3.00 MI) NORTH-NORTHEAST OF AF8241'SR 1510 AT MT. VERNON, OR 0.56 KM (0.35 MI) SOUTH OF SR 1007, NEAR AF8241'TWO LARGE OAKS. MARK IS FLUSH WITH GROUND AND 1-FOOT LOWER THAN US 64. AF8241'LOCATED 5.61 M (18.41 FT) WEST-NORTHWEST OF THE CENTERLINE OF US 64, AF8241'17.31 M (56.79 FT) SOUTH OF 42-INCH BLACK OAK, 8.05 M (26.41 FT) AF8241'EAST-NORTHEAST OF 40-INCH RED OAK, 15.76 M (51.71 FT) EAST-SOUTHEAST AF8241'OF SOUTHEAST CORNER OF OLD FRAME BUILDING, AND 37.58 M (123.29 FT) AF8241'SOUTH-SOUTHWEST OF POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8183 *********************************************************************** AF8183 DESIGNATION - WHISPER AF8183 PID - AF8183 AF8183 STATE/COUNTY- NC/RUTHERFORD AF8183 USGS QUAD - RUTHERFORDTON SOUTH (1993) AF8183 AF8183 *CURRENT SURVEY CONTROL AF8183 ___________________________________________________________________ AF8183* NAD 83(1986)- 35 18 16.47646(N) 081 55 12.09187(W) ADJUSTED AF8183* NAVD 88 - 305.5 (meters) 1002. (feet) VERT ANG AF8183 ___________________________________________________________________ AF8183 LAPLACE CORR- -0.67 (seconds) DEFLEC99 AF8183 GEOID HEIGHT- -31.95 (meters) GEOID03 AF8183 AF8183 HORZ ORDER - SECOND AF8183 AF8183.The North Carolina HARNS have been completed but, AF8183.due to contractual restrictions, coordinates for these stations AF8183.will NOT be published in the near future. In the interim, the AF8183.published coordinates in North Carolina will not be AF8183.consistent with the Continuously Operating Reference Stations AF8183.(CORS). The HARN coordinates for these stations are available AF8183.upon request. Contact Gary Thompson(919-733-3836). AF8183. AF8183.In addition, the published North Carolina positions AF8183.(NAD 83 (1986)) are NOT consistent with those determined in AF8183.adjacent state readjustments. The discontinuity between stations AF8183.located in North Carolina and those in adjacent states AF8183.which have been adjusted to the HARN may be as much as 5 AF8183.decimeters. This will result in a significant loss of accuracy AF8183.over lines crossing such state borders. AF8183 AF8183 AF8183.The horizontal coordinates were established by classical geodetic methods AF8183.and adjusted by the National Geodetic Survey in June 1998. AF8183 AF8183.The orthometric height was determined by vertical angle observations. AF8183 AF8183.The Laplace correction was computed from DEFLEC99 derived deflections. AF8183 AF8183.The geoid height was determined by GEOID03. AF8183 AF8183; North East Units Scale Factor Converg. AF8183;SPC NC - 176,354.315 344,100.959 MT 0.99987301 -1 41 07.3 AF8183;SPC NC - 578,589.12 1,128,937.90 sFT 0.99987301 -1 41 07.3 AF8183;UTM 17 - 3,907,208.444 416,357.220 MT 0.99968622 -0 31 54.2 AF8183 AF8183! - Elev Factor x Scale Factor = Combined Factor AF8183!SPC NC - 0.99995707 x 0.99987301 = 0.99983008 AF8183!UTM 17 - 0.99995707 x 0.99968622 = 0.99964330 AF8183 AF8183: Primary Azimuth Mark Grid Az AF8183:SPC NC - ALEXANDER MILLS TANK 089 16 52.3 AF8183:UTM 17 - ALEXANDER MILLS TANK 088 07 39.2 AF8183 AF8183|---------------------------------------------------------------------| AF8183| PID Reference Object Distance Geod. Az | AF8183| dddmmss.s | AF8183| AF8297 ALEXANDER MILLS TANK 0873545.0 | AF8183|---------------------------------------------------------------------| AF8183 AF8183 SUPERSEDED SURVEY CONTROL AF8183 AF8183.No superseded survey control is available for this station. AF8183 AF8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1635707208(NAD 83) AF8183_MARKER: DE = TRAVERSE STATION DISK AF8183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8183_STAMPING: WHISPER 1985 AF8183_MARK LOGO: NCGS AF8183_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8183+STABILITY: SURFACE MOTION AF8183 AF8183 HISTORY - Date Condition Report By AF8183 HISTORY - 1985 MONUMENTED NCGS AF8183 AF8183 STATION DESCRIPTION AF8183 AF8183'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AF8183'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) WEST OF ALEXANDER MILLS, 7.9 AF8183'KM (4.90 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 1.6 KM (1.00 AF8183'MI) NORTHWEST OF THE SR 2169 (US 221 TRUCK ROUTE, OAKLAND RD) AF8183'INTERSECTION, AT DANIELTOWN, OR 0.25 KM (0.15 MI) NORTHWEST OF SR AF8183'1150, IN WEST SHOULDER. MARK IS 1-FOOT LOWER THAN US 221. LOCATED 7.47 AF8183'M (24.51 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US 221, 0.64 M (2.10 AF8183'FT) EAST-NORTHEAST OF A WITNESS POST, 17.37 M (56.99 FT) SOUTHWEST OF AF8183'14-INCH WHITE PINE (ACROSS ROAD), 16.31 M (53.51 FT) WEST-SOUTHWEST OF AF8183'12-INCH WHITE PINE (ACROSS ROAD), AND 11.73 M (38.48 FT) AF8183'SOUTH-SOUTHWEST OF INTERSECTION OF US 221 AND WOODS ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2776 *********************************************************************** FB2776 DESIGNATION - WHITESIDES FB2776 PID - FB2776 FB2776 STATE/COUNTY- NC/RUTHERFORD FB2776 USGS QUAD - LAKE LURE (1987) FB2776 FB2776 *CURRENT SURVEY CONTROL FB2776 ___________________________________________________________________ FB2776* NAD 83(1986)- 35 28 40.40359(N) 082 07 36.95521(W) ADJUSTED FB2776* NAVD 88 - 385.1 (meters) 1263. (feet) VERTCON FB2776 ___________________________________________________________________ FB2776 LAPLACE CORR- -6.52 (seconds) DEFLEC99 FB2776 GEOID HEIGHT- -31.48 (meters) GEOID03 FB2776 FB2776 HORZ ORDER - SECOND FB2776 FB2776.The North Carolina HARNS have been completed but, FB2776.due to contractual restrictions, coordinates for these stations FB2776.will NOT be published in the near future. In the interim, the FB2776.published coordinates in North Carolina will not be FB2776.consistent with the Continuously Operating Reference Stations FB2776.(CORS). The HARN coordinates for these stations are available FB2776.upon request. Contact Gary Thompson(919-733-3836). FB2776. FB2776.In addition, the published North Carolina positions FB2776.(NAD 83 (1986)) are NOT consistent with those determined in FB2776.adjacent state readjustments. The discontinuity between stations FB2776.located in North Carolina and those in adjacent states FB2776.which have been adjusted to the HARN may be as much as 5 FB2776.decimeters. This will result in a significant loss of accuracy FB2776.over lines crossing such state borders. FB2776 FB2776 FB2776.The horizontal coordinates were established by classical geodetic methods FB2776.and adjusted by the National Geodetic Survey in July 1986. FB2776 FB2776.The NAVD 88 height was computed by applying the VERTCON shift value to FB2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2776 FB2776.The Laplace correction was computed from DEFLEC99 derived deflections. FB2776 FB2776.The geoid height was determined by GEOID03. FB2776 FB2776; North East Units Scale Factor Converg. FB2776;SPC NC - 196,144.066 325,899.734 MT 0.99988035 -1 48 17.2 FB2776;SPC NC - 643,515.99 1,069,222.71 sFT 0.99988035 -1 48 17.2 FB2776;UTM 17 - 3,926,624.906 397,764.874 MT 0.99972880 -0 39 14.8 FB2776 FB2776! - Elev Factor x Scale Factor = Combined Factor FB2776!SPC NC - 0.99994449 x 0.99988035 = 0.99982485 FB2776!UTM 17 - 0.99994449 x 0.99972880 = 0.99967331 FB2776 FB2776: Primary Azimuth Mark Grid Az FB2776:SPC NC - HILLTOP 352 39 55.9 FB2776:UTM 17 - HILLTOP 351 30 53.5 FB2776 FB2776|---------------------------------------------------------------------| FB2776| PID Reference Object Distance Geod. Az | FB2776| dddmmss.s | FB2776| FB2783 HILLTOP APPROX. 0.5 KM 3505138.7 | FB2776|---------------------------------------------------------------------| FB2776 FB2776 SUPERSEDED SURVEY CONTROL FB2776 FB2776 NAD 27 - 35 28 39.95951(N) 082 07 37.56606(W) AD( ) 2 FB2776 NGVD 29 (07/19/86) 385.3 (m) 1264. (f) VERT ANG FB2776 FB2776.Superseded values are not recommended for survey control. FB2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2776.See file dsdata.txt to determine how the superseded data were derived. FB2776 FB2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9776526625(NAD 83) FB2776_MARKER: DE = TRAVERSE STATION DISK FB2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2776_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2776_STAMPING: WHITESIDES 1973 FB2776_MARK LOGO: NCGS FB2776_MAGNETIC: N = NO MAGNETIC MATERIAL FB2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2776+STABILITY: SURFACE MOTION FB2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB2776+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004 FB2776 FB2776 HISTORY - Date Condition Report By FB2776 HISTORY - 1973 MONUMENTED NCGS FB2776 HISTORY - 1982 GOOD NCGS FB2776 HISTORY - 20040318 GOOD USPSQD FB2776 FB2776 STATION DESCRIPTION FB2776 FB2776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2776'WHITESIDES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FB2776'THE VICINITY OF LAKE LURE, NORTH CAROLINA. FB2776' FB2776'WHITESIDES IS LOCATED APPROXIMATELY 6.7 MILES (AIR MILES) NE OF LAKE FB2776'LURE POST OFFICE, AND 12.1 MILES NW OF RUTHERFORDTON. TO REACH FB2776'STATION FROM THE INTERSECTION OF US 64 AND US 74 WITH SR 1008 FB2776'(BILLS CREEK ROAD) ON THE EAST SIDE OF LAKE LURE, PROCEED NORTHERLY FB2776'ALONG SR 1008 FOR 5.05 MILES TO CURVE LEFT AND DIRT ROAD RIGHT, FB2776'THENCE EAST ALONG DIRT ROAD INTO HILLTOP FARM FOR 0.25 MILES TO FB2776'WHITESIDE RESIDENCE AND STATION ON LEFT, APPROXIMATELY 90 FB2776'FEET SE OF HOUSE, AND IN GRASSY AREA BETWEEN HOUSE AND A LONG FB2776'EQUIPMENT SHELTER. FB2776' FB2776'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FB2776'WHITESIDES 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FB2776'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FB2776' FB2776'MARK IS FB2776'47.6 FEET NNE OF C/L OF DIRT ROAD (MAIN ROAD). FB2776'72 FEET ESE OF APPROXIMATELY C/L OF DRIVEWAY TO WHITESIDE HOME. FB2776'91.8 FEET SE OF SE CORNER OF CLOSED IN PORCH OF WHITESIDE HOME. FB2776'15.5 FEET SE OF ELECTRIC POLE W/ALUMINUM REF. TAG. FB2776'95.6 FEET WSW OF NW POST OF FARM EQUIPMENT SHED. FB2776'80.1 FEET NNW OF SW POST OF FARM EQUIPMENT SHED. FB2776 FB2776 STATION RECOVERY (1982) FB2776 FB2776'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL) FB2776'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. FB2776 FB2776 STATION RECOVERY (2004) FB2776 FB2776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB) FB2776'DIRECTIONS SHOULD READ...PROCEED NE ALONG 1008 (BILLS CREEK RD) FOR FB2776'5.05 MILES TO CURVE LEFT AND SILENT FOREST WAY RIGHT, 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FA3346 *********************************************************************** FA3346 DESIGNATION - WILSON FA3346 PID - FA3346 FA3346 STATE/COUNTY- NC/RUTHERFORD FA3346 USGS QUAD - RUTHERFORDTON NORTH (1993) FA3346 FA3346 *CURRENT SURVEY CONTROL FA3346 ___________________________________________________________________ FA3346* NAD 83(1986)- 35 27 03.17773(N) 081 58 43.79203(W) ADJUSTED FA3346* NAVD 88 - 328.4 (meters) 1077. (feet) VERTCON FA3346 ___________________________________________________________________ FA3346 LAPLACE CORR- -1.86 (seconds) DEFLEC99 FA3346 GEOID HEIGHT- -31.85 (meters) GEOID03 FA3346 FA3346 HORZ ORDER - SECOND FA3346 FA3346.The North Carolina HARNS have been completed but, FA3346.due to contractual restrictions, coordinates for these stations FA3346.will NOT be published in the near future. In the interim, the FA3346.published coordinates in North Carolina will not be FA3346.consistent with the Continuously Operating Reference Stations FA3346.(CORS). The HARN coordinates for these stations are available FA3346.upon request. Contact Gary Thompson(919-733-3836). FA3346. FA3346.In addition, the published North Carolina positions FA3346.(NAD 83 (1986)) are NOT consistent with those determined in FA3346.adjacent state readjustments. The discontinuity between stations FA3346.located in North Carolina and those in adjacent states FA3346.which have been adjusted to the HARN may be as much as 5 FA3346.decimeters. This will result in a significant loss of accuracy FA3346.over lines crossing such state borders. FA3346 FA3346 FA3346.The horizontal coordinates were established by classical geodetic methods FA3346.and adjusted by the National Geodetic Survey in July 1986. FA3346 FA3346.The NAVD 88 height was computed by applying the VERTCON shift value to FA3346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA3346 FA3346.The Laplace correction was computed from DEFLEC99 derived deflections. FA3346 FA3346.The geoid height was determined by GEOID03. FA3346 FA3346; North East Units Scale Factor Converg. FA3346;SPC NC - 192,736.120 339,242.664 MT 0.99987861 -1 43 09.5 FA3346;SPC NC - 632,335.09 1,112,998.64 sFT 0.99987861 -1 43 09.5 FA3346;UTM 17 - 3,923,486.220 411,171.337 MT 0.99969724 -0 34 04.0 FA3346 FA3346! - Elev Factor x Scale Factor = Combined Factor FA3346!SPC NC - 0.99995346 x 0.99987861 = 0.99983207 FA3346!UTM 17 - 0.99995346 x 0.99969724 = 0.99965071 FA3346 FA3346: Primary Azimuth Mark Grid Az FA3346:SPC NC - GEER 112 45 06.2 FA3346:UTM 17 - GEER 111 36 00.7 FA3346 FA3346|---------------------------------------------------------------------| FA3346| PID Reference Object Distance Geod. Az | FA3346| dddmmss.s | FA3346| FA3339 GEER APPROX. 3.6 KM 1110156.7 | FA3346| FA3348 COMMUNITY 303.757 METERS 21536 | FA3346|---------------------------------------------------------------------| FA3346 FA3346 SUPERSEDED SURVEY CONTROL FA3346 FA3346 NAD 27 - 35 27 02.72649(N) 081 58 44.42410(W) AD( ) 2 FA3346 NGVD 29 (07/19/86) 328.6 (m) 1078. (f) VERT ANG FA3346 FA3346.Superseded values are not recommended for survey control. FA3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA3346.See file dsdata.txt to determine how the superseded data were derived. FA3346 FA3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1117123486(NAD 83) FA3346_MARKER: DE = TRAVERSE STATION DISK FA3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA3346_SP_SET: SET IN TOP OF CONCRETE MONUMENT FA3346_STAMPING: WILSON 1972 FA3346_MARK LOGO: NCGS FA3346_MAGNETIC: N = NO MAGNETIC MATERIAL FA3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA3346+STABILITY: SURFACE MOTION FA3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA3346+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996 FA3346 FA3346 HISTORY - Date Condition Report By FA3346 HISTORY - 1972 MONUMENTED NCGS FA3346 HISTORY - 19830101 GOOD NCGS FA3346 HISTORY - 19960506 GOOD NCGS FA3346 FA3346 STATION DESCRIPTION FA3346 FA3346'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) FA3346'WILSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FA3346'VICINITY OF GILKEY, NORTH CAROLINA. FA3346' FA3346'WILSON IS LOCATED APPROXIMATELY 0.5 MILE NORTH OF GILKEY, AND 6.0 FA3346'MILES NORTH OF RUTHERFORDTON. TO REACH STATION FROM INTERSECTION OF FA3346'US 221 AND SR 1362 AT GILKEY BAPTIST CHURCH, IN GILKEY, PROCEED FA3346'NORTH ALONG US 221 FOR 0.55 MILE TO LANE (LEFT). APPROXIMATELY 150 FA3346'FEET SOUTH OF INTERSECTION WITH SR 1362 (NORTH END) (SHINGLE FA3346'HOLLOW ROAD). THENCE EAST ALONG LANE (TAKE RIGHT FORK JUST OFF US FA3346'221) FOR 200 FEET TO OLD BUILDING, THENCE WALK SOUTH (BY WOODS) INTO FA3346'FIELD TO SECOND PP AND STATION. FA3346' FA3346'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WILSON FA3346'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 FA3346'INCHES BELOW THE SURFACE OF THE GROUND. FA3346' FA3346'MARK IS FA3346'2.5 FEET W OF A PP W/ALUMINUM REF. TAG. FA3346'265.9 FEET SSE OF A PP W/TRANSFORMER AND W/ALUMINUM REF. TAG. FA3346'141.8 FEET SE OF A 16 INCH OAK W/ALUMINUM REF. TAG. FA3346 FA3346 STATION RECOVERY (1983) FA3346 FA3346'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) FA3346'RECOVERED AS DESCRIBED. FA3346 FA3346 STATION RECOVERY (1996) FA3346 FA3346'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FA3346'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8237 *********************************************************************** AF8237 DESIGNATION - WITHROW AF8237 PID - AF8237 AF8237 STATE/COUNTY- NC/RUTHERFORD AF8237 USGS QUAD - RUTHERFORDTON NORTH (1993) AF8237 AF8237 *CURRENT SURVEY CONTROL AF8237 ___________________________________________________________________ AF8237* NAD 83(1986)- 35 26 23.89848(N) 081 55 54.13098(W) ADJUSTED AF8237* NAVD 88 - 331.8 (meters) 1089. (feet) VERT ANG AF8237 ___________________________________________________________________ AF8237 LAPLACE CORR- -1.34 (seconds) DEFLEC99 AF8237 GEOID HEIGHT- -31.90 (meters) GEOID03 AF8237 AF8237 HORZ ORDER - SECOND AF8237 AF8237.The North Carolina HARNS have been completed but, AF8237.due to contractual restrictions, coordinates for these stations AF8237.will NOT be published in the near future. In the interim, the AF8237.published coordinates in North Carolina will not be AF8237.consistent with the Continuously Operating Reference Stations AF8237.(CORS). The HARN coordinates for these stations are available AF8237.upon request. Contact Gary Thompson(919-733-3836). AF8237. AF8237.In addition, the published North Carolina positions AF8237.(NAD 83 (1986)) are NOT consistent with those determined in AF8237.adjacent state readjustments. The discontinuity between stations AF8237.located in North Carolina and those in adjacent states AF8237.which have been adjusted to the HARN may be as much as 5 AF8237.decimeters. This will result in a significant loss of accuracy AF8237.over lines crossing such state borders. AF8237 AF8237 AF8237.The horizontal coordinates were established by classical geodetic methods AF8237.and adjusted by the National Geodetic Survey in June 1998. AF8237 AF8237.The orthometric height was determined by vertical angle observations. AF8237 AF8237.The Laplace correction was computed from DEFLEC99 derived deflections. AF8237 AF8237.The geoid height was determined by GEOID03. AF8237 AF8237; North East Units Scale Factor Converg. AF8237;SPC NC - 191,398.908 343,483.010 MT 0.99987797 -1 41 31.5 AF8237;SPC NC - 627,947.92 1,126,910.51 sFT 0.99987797 -1 41 31.5 AF8237;UTM 17 - 3,922,234.737 415,436.911 MT 0.99968812 -0 32 25.0 AF8237 AF8237! - Elev Factor x Scale Factor = Combined Factor AF8237!SPC NC - 0.99995293 x 0.99987797 = 0.99983091 AF8237!UTM 17 - 0.99995293 x 0.99968812 = 0.99964107 AF8237 AF8237 SUPERSEDED SURVEY CONTROL AF8237 AF8237.No superseded survey control is available for this station. AF8237 AF8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1543722235(NAD 83) AF8237_MARKER: DE = TRAVERSE STATION DISK AF8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8237_STAMPING: WITHROW 1983 AF8237_MARK LOGO: NCGS AF8237_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF8237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8237+STABILITY: SURFACE MOTION AF8237 AF8237 HISTORY - Date Condition Report By AF8237 HISTORY - 1983 MONUMENTED NCGS AF8237 AF8237 STATION DESCRIPTION AF8237 AF8237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL) AF8237'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF MT. VERNON AND AF8237'8.4 KM (5.20 MI) NORTH-NORTHEAST OF RUTHERFORDTON. ALONG SR 1510 FOR AF8237'4.0 KM (2.50 MI) NORTHWEST OF US 64 AT MT. VERNON, OR 0.5 KM (0.30 AF8237'MI) NORTHWEST OF SR 1524, BEHIND A MAIL BOX. MARK IS FLUSH WITH AF8237'GROUND AND 3-FEET LOWER THAN SR 1510. LOCATED 6.80 M (22.31 FT) AF8237'SOUTHWEST OF THE CENTERLINE OF SR 1510, 3.50 M (11.48 FT) NORTHWEST OF AF8237'CENTERLINE OF PASTURE ROAD, 21.64 M (71.00 FT) SOUTHEAST OF AF8237'CENTERLINE OF DIRT DRIVE, 2.29 M (7.51 FT) SOUTHWEST OF MAIL BOX POST, AF8237'60.96 M (200.00 FT) (APPROX.) SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF AF8237'FRAME HOUSE, AND 12.44 M (40.81 FT) NORTHEAST OF 4-INCH PINE WITH A AF8237'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FB2782 *********************************************************************** FB2782 DESIGNATION - YOUNGS MTN FB2782 PID - FB2782 FB2782 STATE/COUNTY- NC/RUTHERFORD FB2782 USGS QUAD - LAKE LURE (1987) FB2782 FB2782 *CURRENT SURVEY CONTROL FB2782 ___________________________________________________________________ FB2782* NAD 83(1986)- 35 28 39.49504(N) 082 10 26.37707(W) ADJUSTED FB2782* NAVD 88 - 826.70 (+/-2cm) 2712.3 (feet) VERTCON FB2782 ___________________________________________________________________ FB2782 LAPLACE CORR- -7.25 (seconds) DEFLEC99 FB2782 GEOID HEIGHT- -31.28 (meters) GEOID03 FB2782 FB2782 HORZ ORDER - SECOND FB2782 VERT ORDER - THIRD ? (See Below) FB2782 FB2782.The North Carolina HARNS have been completed but, FB2782.due to contractual restrictions, coordinates for these stations FB2782.will NOT be published in the near future. In the interim, the FB2782.published coordinates in North Carolina will not be FB2782.consistent with the Continuously Operating Reference Stations FB2782.(CORS). The HARN coordinates for these stations are available FB2782.upon request. Contact Gary Thompson(919-733-3836). FB2782. FB2782.In addition, the published North Carolina positions FB2782.(NAD 83 (1986)) are NOT consistent with those determined in FB2782.adjacent state readjustments. The discontinuity between stations FB2782.located in North Carolina and those in adjacent states FB2782.which have been adjusted to the HARN may be as much as 5 FB2782.decimeters. This will result in a significant loss of accuracy FB2782.over lines crossing such state borders. FB2782 FB2782 FB2782.The horizontal coordinates were established by classical geodetic methods FB2782.and adjusted by the National Geodetic Survey in July 1986. FB2782 FB2782.The NAVD 88 height was computed by applying the VERTCON shift value to FB2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2782.The vertical order pertains to the NGVD 29 superseded value. FB2782 FB2782.The Laplace correction was computed from DEFLEC99 derived deflections. FB2782 FB2782.The geoid height was determined by GEOID03. FB2782 FB2782; North East Units Scale Factor Converg. FB2782;SPC NC - 196,251.591 321,630.458 MT 0.99988033 -1 49 55.0 FB2782;SPC NC - 643,868.76 1,055,215.93 sFT 0.99988033 -1 49 55.0 FB2782;UTM 17 - 3,926,646.679 393,494.923 MT 0.99973979 -0 40 53.2 FB2782 FB2782! - Elev Factor x Scale Factor = Combined Factor FB2782!SPC NC - 0.99987517 x 0.99988033 = 0.99975551 FB2782!UTM 17 - 0.99987517 x 0.99973979 = 0.99961499 FB2782 FB2782: Primary Azimuth Mark Grid Az FB2782:SPC NC - BILLS CREEK 126 21 46.3 FB2782:UTM 17 - BILLS CREEK 125 12 44.5 FB2782 FB2782|---------------------------------------------------------------------| FB2782| PID Reference Object Distance Geod. Az | FB2782| dddmmss.s | FB2782| FB2777 BILLS CREEK APPROX. 4.2 KM 1243151.3 | FB2782|---------------------------------------------------------------------| FB2782 FB2782 SUPERSEDED SURVEY CONTROL FB2782 FB2782 NAD 27 - 35 28 39.05327(N) 082 10 26.98328(W) AD( ) 2 FB2782 NGVD 29 (07/19/86) 826.83 (m) 2712.7 (f) LEVELING 3 FB2782 FB2782.Superseded values are not recommended for survey control. FB2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2782.See file dsdata.txt to determine how the superseded data were derived. FB2782 FB2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9349526647(NAD 83) FB2782_MARKER: DE = TRAVERSE STATION DISK FB2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2782_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2782_STAMPING: YOUNGS MTN 1973 FB2782_MARK LOGO: NCGS FB2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2782+STABILITY: SURFACE MOTION FB2782 FB2782 HISTORY - Date Condition Report By FB2782 HISTORY - 1973 MONUMENTED NCGS FB2782 FB2782 STATION DESCRIPTION FB2782 FB2782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2782'YOUNGS MTN. IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FB2782'IN THE VICINITY OF YOUNGS MOUNTAIN, NORTH CAROLINA. FB2782' FB2782'YOUNGS MTN. IS LOCATED APPROXIMATELY ON HIGHEST POINT OF YOUNGS FB2782'MOUNTAIN, AND 4.7 MILES (AIR MILES) NE OF LAKE LURE POST OFFICE. TO FB2782'REACH STATION FROM THE INTERSECTION OF US 64 - US 74 AND SR 1008, FB2782'PROCEED NORTH ALONG SR 1008 FOR 01.80 MILES TO THE INTERSECTION FB2782'WITH SR 1306, THENCE WEST ALONG SR 1306 FOR 0.25 MILES TO THE FB2782'INTERSECTION WITH SR 1309, THENCE NORTH ALONG SR 1309 FOR 0.25 MILES FB2782'TO THE INTERSECTION WITH SR 1310, CONTINUE ALONG SR 1309 FOR FB2782'0.50 MILES TO A SHARP CURVE TO THE RIGHT AND A DIM ROAD STRAIGHT FB2782'AHEAD, PROCEED NORTHERLY ALONG DIM ROAD FOR 01.90 MILES TO A FB2782'WOODS TRAIL ON THE LEFT, PROCEED UP TRAIL FOR APPROXIMATELY 0.25 FB2782'MILES TO THE TOP OF MOUNTAIN AND STATION. FB2782' FB2782'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED YOUNGS FB2782'MTN. 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH FB2782'IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. FB2782' FB2782'MARK IS FB2782'47.5 FEET S OF C/L OF ROAD ON NORTH SIDE OF MOUNTAIN. FB2782'39.4 FEET W OF 18 INCH OAK W/ALUMINUM REF. TAG. FB2782'15.4 FEET NE OF 12 INCH HICKORY W/ALUMINUM REF. TAG. FB2782'10.3 FEET SW OF 10 INCH HICKORY W/ALUMINUM REF. TAG. FB2782'17.7 FEET SE OF 10 INCH HICKORY W/ALUMINUM REF. TAG.