1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB3066 *********************************************************************** FB3066 HT_MOD - This is a Height Modernization Survey Station. FB3066 FBN - This is a Federal Base Network Control Station. FB3066 DESIGNATION - BALL FB3066 PID - FB3066 FB3066 STATE/COUNTY- NC/TRANSYLVANIA FB3066 USGS QUAD - PISGAH FOREST (1978) FB3066 FB3066 *CURRENT SURVEY CONTROL FB3066 ___________________________________________________________________ FB3066* NAD 83(1986)- 35 15 28.43921(N) 082 42 22.28441(W) ADJUSTED FB3066* NAVD 88 - 643.22 (meters) 2110.3 (feet) GPS OBS FB3066 ___________________________________________________________________ FB3066 LAPLACE CORR- -6.06 (seconds) DEFLEC99 FB3066 GEOID HEIGHT- -30.00 (meters) GEOID03 FB3066 FB3066 HORZ ORDER - SECOND FB3066 FB3066.The North Carolina HARNS have been completed but, FB3066.due to contractual restrictions, coordinates for these stations FB3066.will NOT be published in the near future. In the interim, the FB3066.published coordinates in North Carolina will not be FB3066.consistent with the Continuously Operating Reference Stations FB3066.(CORS). The HARN coordinates for these stations are available FB3066.upon request. Contact Gary Thompson(919-733-3836). FB3066. FB3066.In addition, the published North Carolina positions FB3066.(NAD 83 (1986)) are NOT consistent with those determined in FB3066.adjacent state readjustments. The discontinuity between stations FB3066.located in North Carolina and those in adjacent states FB3066.which have been adjusted to the HARN may be as much as 5 FB3066.decimeters. This will result in a significant loss of accuracy FB3066.over lines crossing such state borders. FB3066 FB3066 FB3066.The horizontal coordinates were established by classical geodetic methods FB3066.and adjusted by the National Geodetic Survey in November 1993. FB3066 FB3066.The orthometric height was determined by GPS observations and a FB3066.high-resolution geoid model using precise GPS observation and FB3066.processing techniques. It supersedes the leveled height previously FB3066.determined for this station. FB3066 FB3066.Photographs are available for this station. FB3066 FB3066.The Laplace correction was computed from DEFLEC99 derived deflections. FB3066 FB3066.The geoid height was determined by GEOID03. FB3066 FB3066; North East Units Scale Factor Converg. FB3066;SPC NC - 173,565.523 272,456.186 MT 0.99987260 -2 08 20.8 FB3066;SPC NC - 569,439.55 893,883.34 sFT 0.99987260 -2 08 20.8 FB3066;UTM 17 - 3,902,978.040 344,789.689 MT 0.99989689 -0 59 06.4 FB3066 FB3066! - Elev Factor x Scale Factor = Combined Factor FB3066!SPC NC - 0.99990376 x 0.99987260 = 0.99977637 FB3066!UTM 17 - 0.99990376 x 0.99989689 = 0.99980066 FB3066 FB3066: Primary Azimuth Mark Grid Az FB3066:SPC NC - BATSON 200 45 22.0 FB3066:UTM 17 - BATSON 199 36 07.6 FB3066 FB3066|---------------------------------------------------------------------| FB3066| PID Reference Object Distance Geod. Az | FB3066| dddmmss.s | FB3066| FB3117 BATSON APPROX. 4.0 KM 1983701.2 | FB3066|---------------------------------------------------------------------| FB3066 FB3066 SUPERSEDED SURVEY CONTROL FB3066 FB3066 NAD 83(1986)- 35 15 28.43921(N) 082 42 22.28441(W) AD( ) 1 FB3066 NAD 83(1986)- 35 15 28.43672(N) 082 42 22.28097(W) AD( ) 2 FB3066 NAD 27 - 35 15 28.02537(N) 082 42 22.83057(W) AD( ) 2 FB3066 NAVD 88 (10/31/05) 643.194 (m) 2110.21 (f) ADJUSTED 2 2 FB3066 NGVD 29 (11/15/93) 643.2 (m) 2110. (f) GPS OBS FB3066 FB3066.Superseded values are not recommended for survey control. FB3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB3066.See file dsdata.txt to determine how the superseded data were derived. FB3066 FB3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4479002978(NAD 83) FB3066_MARKER: DH = HORIZONTAL CONTROL DISK FB3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB3066_SP_SET: CONCRETE POST FB3066_STAMPING: BALL 1975 FB3066_MARK LOGO: NCGS FB3066_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FB3066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB3066+STABILITY: SURFACE MOTION FB3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB3066+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003 FB3066 FB3066 HISTORY - Date Condition Report By FB3066 HISTORY - 1975 MONUMENTED NCGS FB3066 HISTORY - 1975 GOOD NCGS FB3066 HISTORY - 19900313 GOOD NCGS FB3066 HISTORY - 19950131 GOOD NCGS FB3066 HISTORY - 20000310 GOOD SCGS FB3066 HISTORY - 20000410 GOOD NCGS FB3066 HISTORY - 20000822 GOOD SCGS FB3066 HISTORY - 20010111 GOOD NCGS FB3066 HISTORY - 20030611 GOOD NCGS FB3066 HISTORY - 20031201 GOOD PSOMAS FB3066 FB3066 STATION DESCRIPTION FB3066 FB3066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB3066'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE WEST-NORTHWEST OF PISGAH FB3066'FOREST AND 2.2 MILES NORTHEAST OF BREVARD. FB3066' FB3066'TO REACH STATION FROM THE INTERSECTION OF THE US 276, US 64 AND NC 280 FB3066'NORTHEAST OF BREVARD, PROCEED SOUTHWESTERLY ALONG US 64-US 276 FOR 0.1 FB3066'MILE TO INTERSECTION WITH SR 1512, CONTINUE SOUTH ALONG SR 1512 FOR FB3066'1.0 MILE TO PISGAH ELEMENTARY SCHOOL ON RIGHT AND STATION FB3066'APPROXIMATELY 400 FEET WEST OF SCHOOL BUILDING, ADJACENT TO FB3066'SOUTHWESTERNMOST BASEBALL BACKSTOP, BEING THE SECOND BALL FIELD FROM FB3066'SR 1512 AND SECOND BALL FIELD FROM SCHOOL BUILDING AND APPROXIMATELY FB3066'125 FEET WEST-NORTHWEST OF THE CONCESSION AND UPPER BOOTH BUILDING. FB3066' FB3066'STATION MARK IS A STANDARD DISK, STAMPED---BALL 1975---, SET IN THE FB3066'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND FB3066'SURFACE. MARK IS 104.0 FEET WEST-NORTHWEST OF LIGHT POLE FOR NIGHT FB3066'GAMES WITH REFERENCE TAG, 18.5 FEET WEST OF EAST END OF CHAIN LINK FB3066'FENCE AROUND BALL FIELD, 108.4 FEET SOUTH OF SOUTHEAST CORNER OF FB3066'CINDER BLOCK BASEBALL DUGOUT AND 55.4 FEET EAST-SOUTHEAST OF FB3066'WESTERNMOST END OF BASEBALL BACKSTOP. FB3066 FB3066 STATION RECOVERY (1975) FB3066 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 FB3066'RECOVERED IN GOOD CONDITION. FB3066 FB3066 STATION RECOVERY (1990) FB3066 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB3066'STATION IS LOCATED IN PISGAH FOREST AT THE TRANSYLVANIA COUNTY LITTLE FB3066'LEAGUE ATHLETIC FIELD. FB3066'PROCEED ALONG US 64 FOR 0.15 MI (0.24 KM) SOUTHWEST FROM US 276 (AT FB3066'PISGAH FOREST) TO SR 1512 (ECUSTA ROAD), THENCE SOUTH ALONG SR 1512 FB3066'FOR 0.85 MI (1.37 KM) TO ATHLETIC FIELD ENTRANCE ROAD, THENCE SOUTH FB3066'ALONG ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO CONCESSION STAND AND FB3066'STATION 155 FEET SOUTH. FB3066'MARK IS RECESSED 4 INCHES BELOW THE GROUND. LOCATED 47.3 M (155.2 FT) FB3066'SOUTH OF THE SOUTHEAST CORNER OF A BLOCK AND FRAME CONCESSION FB3066'BUILDING, 2.18 M (7.15 FT) SOUTH OF THE SOUTHMOST OUTFIELD FENCE FB3066'CORNER--AND 29.70 M (97.44 FT) SOUTHWEST OF A LIGHT POLE, 31.93 M FB3066'(104.76 FT) WEST-NORTHWEST OF ANOTHER LIGHT POLE, AND 47.45 M FB3066'(155.68 FT) NORTH OF A 24-INCH CHERRY TREE--ALL WITH REFERENCE TAGS. FB3066 FB3066 STATION RECOVERY (1995) FB3066 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB3066'STATION IS LOCATED IN PISGAH FOREST AT THE TRANSYLVANIA COUNTY LITTLE FB3066'LEAGUE ATHLETIC FIELDS. PROCEED ALONG US 64 FOR 0.15 MI (0.24 KM) FB3066'SOUTHWEST FROM THE US 276 INTERSECTION (AT PISGAH FOREST) TO SR 1512 FB3066'(ECUSTA ROAD), THENCE SOUTH ALONG SR 1512 FOR 0.85 MI (1.37 KM) TO FB3066'ATHLETIC FIELD ENTRANCE ROAD, THENCE SOUTH ALONG ENTRANCE ROAD FOR 0.1 FB3066'MI (0.2 KM) TO STATION 155 FEET (47.2 M) SOUTH OF CONCESSION STAND AT FB3066'LEFT FIELD CORNER. MARK IS RECESSED 4 INCHES BELOW THE GROUND. FB3066'LOCATED 155.2 FT (47.3 M) SOUTH OF THE SOUTHEAST CORNER OF A BLOCK AND FB3066'FRAME CONCESSION BUILDING, 7.15 FT (2.18 M) SOUTH OF THE SOUTHERN MOST FB3066'LEFT FIELD FENCE CORNER--AND 97.44 FT (29.70 M) SOUTHWEST OF A LIGHT FB3066'POLE, 104.76 FT (31.93 M) WEST-NORTHWEST OF ANOTHER LIGHT POLE, 155.68 FB3066'FT (47.45 M) NORTH OF A 24-INCH CHERRY---ALL WITH REFERENCE TAGS. FB3066 FB3066 STATION RECOVERY (2000) FB3066 FB3066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) FB3066'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHEAST OF BREVARD. FB3066'OWNERSHIP--LYNN GOLDSMITH, CITY OF BREVARD, PARKS AND RECREATION, 151 FB3066'WEST MAIN STREET, BREVARD, NC 28712. TO REACH THE STATION FROM THE FB3066'JUNCTION OF U.S. HIGHWAYS 64, 276 AND STATE HIGHWAY 280, 3.5 MILES FB3066'(5.6 KM) NORTHEAST OF BREVARD, GO SOUTHWEST ON HIGHWAYS 64 AND 276 FOR FB3066'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 1512 (ECUSTA ROAD) , FB3066'TURN LEFT ON ROAD 1512 FOR 0.85 MILE (1.37 KM) TO THE ENTRANCE ROAD FB3066'FOR THE CITY OF BREVARD SPORTS COMPLEX, TURN RIGHT ON ENTRANCE ROAD FB3066'FOR 0.05 MILE (0.08 KM) TO A PIPE GATE, PASS THROUGH GATE FOR 0.1 MILE FB3066'(0.2 KM) TO THE STATION ON THE LEFT NEAR THE LEFT OUTFIELD FENCE FB3066'CORNER OF BASEBALL FIELD NUMBER THREE. STATION IS A CONCRETE POST FB3066'RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE SERVICE FB3066'ROAD, 34.5 FEET (10.5 M) EAST OF THE CENTER OF THE ROAD, 7.4 FEET (2.3 FB3066'M) SOUTH OF THE FENCE CORNER, 7.4 FEET (2.3 M) WEST SOUTHWEST OF THE FB3066'NORTHWEST GATE POST OF A GATE IN FENCE SURROUNDING FIELD NUMBER THREE, FB3066'88.8 FEET (27.1 M) SOUTHEAST OF A WOODEN FIELD LIGHT POLE WITH A NCGS FB3066'REFERENCE TAG ATTACHED FOR FIELD NUMBER FOUR, 80.1 FEET (24.4 M) EAST FB3066'NORTHEAST OF A WOODEN FIELD LIGHT POLE WITH A NCGS REFERENCE TAG FB3066'ATTACHED FOR FIELD NUMBER 4, 155.2 FEET (47.3 M) SOUTH OF THE FB3066'SOUTHEAST CORNER OF THE CENTRAL CONCRETE BLOCK CONCESSION STAND WITH A FB3066'WOODEN FRAME (OBSERVATION DECK) , 105.8 FEET (32.2 M) SOUTH SOUTHWEST FB3066'OF A METAL FIELD LIGHT POLE FOR FIELD NUMBER THREE, 157.6 FEET (48.0 FB3066'M) SOUTHWEST OF THE COMPLEX FLAG POLE. RECOVERED BY C.E. GEOGHEGAN. FB3066 FB3066 STATION RECOVERY (2000) FB3066 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB) FB3066'RECOVERED AS DESCRIBED. FB3066 FB3066 STATION RECOVERY (2000) FB3066 FB3066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) FB3066'STATION IS LOCATED IN BREVARD. OWNERSHIP--CITY OF BREVARD, LYNN FB3066'GOLDSMITH, PARKS AND RECREATION DIRECTOR, 151 WEST MAIN STREET, FB3066'BREVARD, NC 28712. TO REACH THE STATION FROM THE JUNCTION OF U.S. FB3066'HIGHWAYS 64 (ASHEVILLE HIGHWAY) , 276 AND STATE HIGHWAY 280 IN FB3066'BREVARD, GO SOUTHWEST ON HIGHWAYS 64 AND 276 FOR 0.15 MILE (0.24 KM) FB3066'TO THE JUNCTION OF STATE ROAD 1512 (ECUSTA ROAD) LEFT, TURN LEFT ON FB3066'ROAD 1512 FOR 0.85 MILE (1.37 KM) TO THE ENTRANCE OF THE CITY OF FB3066'BREVARD SPORTS COMPLEX BALL FIELDS RIGHT, TURN RIGHT ON THE GRAVEL FB3066'ENTRANCE FOR 0.05 MILE (0.08 KM) TO A LOCKED PIPE GATE, PROCEED FB3066'THROUGH THE GATE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR FB3066'THE SOUTHWEST FENCE CORNER OF THE SOUTHEAST MOST BALL FIELD. STATION FB3066'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M) FB3066'ABOVE THE GRAVEL ENTRANCE, 88.8 FEET (27.1 M) SOUTHEAST OF A WOODEN FB3066'FLOODLIGHT POLE WITH A NCGS REFERENCE TAG ATTACHED, 80.0 FEET (24.4 M) FB3066'EAST NORTHEAST OF A WOODEN FLOODLIGHT POLE WITH A NCGS REFERENCE TAG FB3066'ATTACHED, 131.5 FEET (40.1 M) NORTH OF A WOODEN LAMP POST WITH A FB3066'SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 7.3 FEET (2.2 M) FB3066'SOUTH OF THE SOUTHWEST CORNER POST OF A 4-FOOT HIGH CHAIN LINK FENCE FB3066'AROUND A BALL FIELD, 6.3 FEET (1.9 M) SOUTH OF A WITNESS POST. FB3066'RECOVERED BY D.L. BRECHLIN. FB3066 FB3066 STATION RECOVERY (2001) FB3066 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB) FB3066'RECOVERED AS DESCRIBED. FB3066' FB3066 FB3066 STATION RECOVERY (2003) FB3066 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB) FB3066'RECOVERED AS DESCRIBED. FB3066 FB3066 STATION RECOVERY (2003) FB3066 FB3066'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2003 (JLS) FB3066'RECOVERED AS DESCRIBED FB3066' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4286 *********************************************************************** FB4286 DESIGNATION - BANK FB4286 PID - FB4286 FB4286 STATE/COUNTY- NC/TRANSYLVANIA FB4286 USGS QUAD - BREVARD (1991) FB4286 FB4286 *CURRENT SURVEY CONTROL FB4286 ___________________________________________________________________ FB4286* NAD 83(1986)- 35 14 28.02376(N) 082 43 45.25498(W) ADJUSTED FB4286* NAVD 88 - 652.644 (meters) 2141.22 (feet) ADJUSTED FB4286 ___________________________________________________________________ FB4286 LAPLACE CORR- -6.38 (seconds) DEFLEC99 FB4286 GEOID HEIGHT- -29.98 (meters) GEOID03 FB4286 DYNAMIC HT - 651.935 (meters) 2138.89 (feet) COMP FB4286 MODELED GRAV- 979,526.6 (mgal) NAVD 88 FB4286 FB4286 HORZ ORDER - SECOND FB4286 VERT ORDER - SECOND CLASS II FB4286 FB4286.The North Carolina HARNS have been completed but, FB4286.due to contractual restrictions, coordinates for these stations FB4286.will NOT be published in the near future. In the interim, the FB4286.published coordinates in North Carolina will not be FB4286.consistent with the Continuously Operating Reference Stations FB4286.(CORS). The HARN coordinates for these stations are available FB4286.upon request. Contact Gary Thompson(919-733-3836). FB4286. FB4286.In addition, the published North Carolina positions FB4286.(NAD 83 (1986)) are NOT consistent with those determined in FB4286.adjacent state readjustments. The discontinuity between stations FB4286.located in North Carolina and those in adjacent states FB4286.which have been adjusted to the HARN may be as much as 5 FB4286.decimeters. This will result in a significant loss of accuracy FB4286.over lines crossing such state borders. FB4286 FB4286 FB4286.The horizontal coordinates were established by classical geodetic methods FB4286.and adjusted by the National Geodetic Survey in September 1998. FB4286 FB4286.The orthometric height was determined by differential leveling FB4286.and adjusted by the National Geodetic Survey in October 2005. FB4286 FB4286.The Laplace correction was computed from DEFLEC99 derived deflections. FB4286 FB4286.The geoid height was determined by GEOID03. FB4286 FB4286.The dynamic height is computed by dividing the NAVD 88 FB4286.geopotential number by the normal gravity value computed on the FB4286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4286.degrees latitude (g = 980.6199 gals.). FB4286 FB4286.The modeled gravity was interpolated from observed gravity values. FB4286 FB4286; North East Units Scale Factor Converg. FB4286;SPC NC - 171,783.702 270,290.674 MT 0.99987261 -2 09 08.7 FB4286;SPC NC - 563,593.70 886,778.65 sFT 0.99987261 -2 09 08.7 FB4286;UTM 17 - 3,901,152.908 342,660.448 MT 0.99990509 -0 59 52.8 FB4286 FB4286! - Elev Factor x Scale Factor = Combined Factor FB4286!SPC NC - 0.99990227 x 0.99987261 = 0.99977490 FB4286!UTM 17 - 0.99990227 x 0.99990509 = 0.99980737 FB4286 FB4286 SUPERSEDED SURVEY CONTROL FB4286 FB4286 NGVD 29 (09/24/98) 652.7 (m) 2141. (f) VERT ANG FB4286 FB4286.Superseded values are not recommended for survey control. FB4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4286.See file dsdata.txt to determine how the superseded data were derived. FB4286 FB4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4266001153(NAD 83) FB4286_MARKER: DH = HORIZONTAL CONTROL DISK FB4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4286_SP_SET: CONCRETE POST FB4286_STAMPING: BANK 1984 FB4286_MARK LOGO: NCGS FB4286_PROJECTION: FLUSH FB4286_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4286+STABILITY: SURFACE MOTION FB4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4286+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 FB4286 FB4286 HISTORY - Date Condition Report By FB4286 HISTORY - 1984 MONUMENTED NCGS FB4286 HISTORY - 19900221 GOOD NCGS FB4286 HISTORY - 19951120 GOOD NCGS FB4286 FB4286 STATION DESCRIPTION FB4286 FB4286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) FB4286'THE STATION IS LOCATED IN BREVARD. ALONG US 64, 276 FOR 1.0 KM (0.6 FB4286'MI) NORTHEAST FROM THE JUNCTION OF US 64 AND US 276 (AT THE FB4286'TRANSYLVANIA COUNTY COURTHOUSE), AT SR 1356 (MCLEAN ROAD), AT THE FB4286'NORTHWESTERN BANK. STATION IS LOCATED 13.78 M (45.21 FT) NORTHWEST OF FB4286'THE CENTERLINE OF US 64 (NORTH BROAD STREET), 6.86 M (22.51 FT) FB4286'SOUTHWEST OF THE CENTERLINE OF SR 1356, 4.45 M (14.60 FT) NORTH OF A FB4286'TELEPHONE POLE WITH A REFERENCE TAG, 0.67 M (2.20 FT) WEST-NORTHWEST FB4286'OF A STREET SIGN, 5.27 M (17.29 FT) NORTHEAST OF A 30-INCH MAPLE, AND FB4286'15.73 M (51.61 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE FB4286'NORTHWESTERN BANK BUILDING. MARK IS FLUSH WITH GROUND AND LEVEL WITH FB4286'HIGHWAY. FB4286 FB4286 STATION RECOVERY (1990) FB4286 FB4286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4286'RECOVERED IN GOOD CONDITION. FB4286 FB4286 STATION RECOVERY (1995) FB4286 FB4286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB4286'IN BREVARD AT THE COMMUNITY BANK AND TRUST COMPANY. ALONG US 64/276 FB4286'FOR 0.6 MI (1.0 KM) NORTHEAST FROM THE JUNCTION OF US 64/276 (AT THE FB4286'TRANSYLVANIA COUNTY COURTHOUSE) TO SR 1356 (MCLEAN ROAD), IN THE FB4286'SOUTHEAST CORNER OF THE COMMUNITY BANK AND TRUST COMPANY YARD. MARK IS FB4286'ABOUT LEVEL WITH US 64/276 AND FLUSH WITH GROUND. LOCATED 45.0 FT FB4286'(13.7 M) NORTHWEST OF THE CENTERLINE OF US 64, 22.5 FT (6.9 M) FB4286'(6.9)SOUTHWEST OF THE CENTERLINE OF SR 1356, 51.6 FT (15.7 M) (15.7) FB4286'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF BANK, 2.2 FT (0.7 M) FB4286'WEST-NORTHWEST OF A STREET SIGN, AND 14.6 FT (4.5 M) NORTH OF A POWER FB4286'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AH8310 *********************************************************************** AH8310 DESIGNATION - EPWORTH AH8310 PID - AH8310 AH8310 STATE/COUNTY- NC/TRANSYLVANIA AH8310 USGS QUAD - BREVARD (1991) AH8310 AH8310 *CURRENT SURVEY CONTROL AH8310 ___________________________________________________________________ AH8310* NAD 83(1986)- 35 14 16.18985(N) 082 43 51.30833(W) ADJUSTED AH8310* NAVD 88 - 658.944 (meters) 2161.89 (feet) ADJUSTED AH8310 ___________________________________________________________________ AH8310 LAPLACE CORR- -6.27 (seconds) DEFLEC99 AH8310 GEOID HEIGHT- -29.99 (meters) GEOID03 AH8310 DYNAMIC HT - 658.229 (meters) 2159.54 (feet) COMP AH8310 MODELED GRAV- 979,528.6 (mgal) NAVD 88 AH8310 AH8310 HORZ ORDER - SECOND AH8310 VERT ORDER - SECOND CLASS II AH8310 AH8310.The North Carolina HARNS have been completed but, AH8310.due to contractual restrictions, coordinates for these stations AH8310.will NOT be published in the near future. In the interim, the AH8310.published coordinates in North Carolina will not be AH8310.consistent with the Continuously Operating Reference Stations AH8310.(CORS). The HARN coordinates for these stations are available AH8310.upon request. Contact Gary Thompson(919-733-3836). AH8310. AH8310.In addition, the published North Carolina positions AH8310.(NAD 83 (1986)) are NOT consistent with those determined in AH8310.adjacent state readjustments. The discontinuity between stations AH8310.located in North Carolina and those in adjacent states AH8310.which have been adjusted to the HARN may be as much as 5 AH8310.decimeters. This will result in a significant loss of accuracy AH8310.over lines crossing such state borders. AH8310 AH8310 AH8310.The horizontal coordinates were established by classical geodetic methods AH8310.and adjusted by the National Geodetic Survey in September 1998. AH8310 AH8310.The orthometric height was determined by differential leveling AH8310.and adjusted by the National Geodetic Survey in October 2005. AH8310 AH8310.The Laplace correction was computed from DEFLEC99 derived deflections. AH8310 AH8310.The geoid height was determined by GEOID03. AH8310 AH8310.The dynamic height is computed by dividing the NAVD 88 AH8310.geopotential number by the normal gravity value computed on the AH8310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8310.degrees latitude (g = 980.6199 gals.). AH8310 AH8310.The modeled gravity was interpolated from observed gravity values. AH8310 AH8310; North East Units Scale Factor Converg. AH8310;SPC NC - 171,425.056 270,124.051 MT 0.99987262 -2 09 12.2 AH8310;SPC NC - 562,417.04 886,231.99 sFT 0.99987262 -2 09 12.2 AH8310;UTM 17 - 3,900,790.967 342,501.080 MT 0.99990571 -0 59 56.0 AH8310 AH8310! - Elev Factor x Scale Factor = Combined Factor AH8310!SPC NC - 0.99990129 x 0.99987262 = 0.99977392 AH8310!UTM 17 - 0.99990129 x 0.99990571 = 0.99980701 AH8310 AH8310 SUPERSEDED SURVEY CONTROL AH8310 AH8310 NGVD 29 (09/24/98) 659.0 (m) 2162. (f) VERT ANG AH8310 AH8310.Superseded values are not recommended for survey control. AH8310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH8310.See file dsdata.txt to determine how the superseded data were derived. AH8310 AH8310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4250100791(NAD 83) AH8310_MARKER: DH = HORIZONTAL CONTROL DISK AH8310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AH8310_SP_SET: IN SIDEWALK AH8310_STAMPING: EPWORTH 1984 AH8310_MARK LOGO: NCGS AH8310_PROJECTION: FLUSH AH8310_MAGNETIC: N = NO MAGNETIC MATERIAL AH8310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH8310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8310+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 AH8310 AH8310 HISTORY - Date Condition Report By AH8310 HISTORY - 1984 MONUMENTED NCGS AH8310 HISTORY - 19951120 GOOD NCGS AH8310 AH8310 STATION DESCRIPTION AH8310 AH8310'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) AH8310'THE STATION IS LOCATED IN BREVARD. ALONG US 64, 276 FOR 0.55 KM (0.34 AH8310'MI) NORTHEAST FROM THE JUNCTION OF US 64 AND US 276 (AT THE AH8310'TRANSYLVANIA COUNTY COURTHOUSE), AT BREVARD COLLEGE, ON THE RIGHT, IN AH8310'THE SIDEWALK. STATION IS LOCATED 8.62 M (28.28 FT) EAST-SOUTHEAST OF AH8310'THE CENTERLINE OF US 64, 7.56 M (24.80 FT) SOUTHWEST OF POWER POLE AH8310'(596) WITH A REFERENCE TAG, 8.29 M (27.20 FT) WEST-NORTHWEST OF THE AH8310'CENTER OF THE SIDEWALK UNDER A BRICK AND STONE ENTRANCE, AND 4.69 M AH8310'(15.39 FT) NORTH OF THE CORNER OF A BRICK PILLAR WITH AN IRON FENCE. AH8310'MARK IS LEVEL WITH THE HIGHWAY. AH8310 AH8310 STATION RECOVERY (1995) AH8310 AH8310'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) AH8310'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB0499 *********************************************************************** FB0499 DESIGNATION - GAGE BM 5 FB0499 PID - FB0499 FB0499 STATE/COUNTY- NC/TRANSYLVANIA FB0499 USGS QUAD - PISGAH FOREST (1978) FB0499 FB0499 *CURRENT SURVEY CONTROL FB0499 ___________________________________________________________________ FB0499* NAD 83(1986)- 35 16 22. (N) 082 42 20. (W) SCALED FB0499* NAVD 88 - 648.442 (meters) 2127.43 (feet) ADJUSTED FB0499 ___________________________________________________________________ FB0499 GEOID HEIGHT- -29.94 (meters) GEOID03 FB0499 DYNAMIC HT - 647.730 (meters) 2125.09 (feet) COMP FB0499 MODELED GRAV- 979,515.6 (mgal) NAVD 88 FB0499 FB0499 VERT ORDER - SECOND CLASS II FB0499 FB0499.The horizontal coordinates were scaled from a topographic map and have FB0499.an estimated accuracy of +/- 6 seconds. FB0499 FB0499.The orthometric height was determined by differential leveling FB0499.and adjusted by the National Geodetic Survey in October 2005. FB0499 FB0499.The geoid height was determined by GEOID03. FB0499 FB0499.The dynamic height is computed by dividing the NAVD 88 FB0499.geopotential number by the normal gravity value computed on the FB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB0499.degrees latitude (g = 980.6199 gals.). FB0499 FB0499.The modeled gravity was interpolated from observed gravity values. FB0499 FB0499; North East Units Estimated Accuracy FB0499;SPC NC - 175,210. 272,580. MT (+/- 180 meters Scaled) FB0499 FB0499 SUPERSEDED SURVEY CONTROL FB0499 FB0499 NGVD 29 (??/??/92) 648.455 (m) 2127.47 (f) ADJ UNCH 2 2 FB0499 FB0499.Superseded values are not recommended for survey control. FB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB0499.See file dsdata.txt to determine how the superseded data were derived. FB0499 FB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV448046(NAD 83) FB0499_MARKER: DR = REFERENCE MARK DISK FB0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB0499_MARK LOGO: TVA FB0499_MAGNETIC: N = NO MAGNETIC MATERIAL FB0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB0499+STABILITY: SURFACE MOTION FB0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB0499+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000 FB0499 FB0499 HISTORY - Date Condition Report By FB0499 HISTORY - UNK MONUMENTED TVA FB0499 HISTORY - 1940 GOOD TVA FB0499 HISTORY - 20000323 GOOD NCGS FB0499 FB0499 STATION DESCRIPTION FB0499 FB0499'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940 FB0499'1.5 MI NW FROM PISGAH FOREST. FB0499'IN TRANSYLVANIA COUNTY, ON THE RIGHT BANK OF DAVIDSON RIVER, 2 FB0499'MILES UPSTREAM FROM THE MOUTH OF THE RIVER, 1.5 MILES UPSTREAM FB0499'FROM THE TOWN OF PISGAH FOREST, 200 FEET UPSTREAM FROM THE STATE FB0499'HIGHWAY 280 BRIDGE OVER THE RIVER, 8 FEET DOWNSTREAM FROM THE FB0499'GAGE SHELTER, AND 12.33 FEET ABOVE THE GAGE ZERO. A TENNESSEE FB0499'VALLEY AUTHORITY STANDARD REFERENCE-MARK DISK, SET IN A CONCRETE FB0499'GAGE POST. FB0499 FB0499 STATION RECOVERY (2000) FB0499 FB0499'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB) FB0499'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AH8312 *********************************************************************** AH8312 DESIGNATION - HALLEULUJAH AH8312 PID - AH8312 AH8312 STATE/COUNTY- NC/TRANSYLVANIA AH8312 USGS QUAD - BREVARD (1991) AH8312 AH8312 *CURRENT SURVEY CONTROL AH8312 ___________________________________________________________________ AH8312* NAD 83(1986)- 35 14 01.27586(N) 082 44 03.93792(W) ADJUSTED AH8312* NAVD 88 - 678.304 (meters) 2225.40 (feet) ADJUSTED AH8312 ___________________________________________________________________ AH8312 LAPLACE CORR- -6.23 (seconds) DEFLEC99 AH8312 GEOID HEIGHT- -29.99 (meters) GEOID03 AH8312 DYNAMIC HT - 677.570 (meters) 2222.99 (feet) COMP AH8312 MODELED GRAV- 979,531.0 (mgal) NAVD 88 AH8312 AH8312 HORZ ORDER - SECOND AH8312 VERT ORDER - SECOND CLASS II AH8312 AH8312.The North Carolina HARNS have been completed but, AH8312.due to contractual restrictions, coordinates for these stations AH8312.will NOT be published in the near future. In the interim, the AH8312.published coordinates in North Carolina will not be AH8312.consistent with the Continuously Operating Reference Stations AH8312.(CORS). The HARN coordinates for these stations are available AH8312.upon request. Contact Gary Thompson(919-733-3836). AH8312. AH8312.In addition, the published North Carolina positions AH8312.(NAD 83 (1986)) are NOT consistent with those determined in AH8312.adjacent state readjustments. The discontinuity between stations AH8312.located in North Carolina and those in adjacent states AH8312.which have been adjusted to the HARN may be as much as 5 AH8312.decimeters. This will result in a significant loss of accuracy AH8312.over lines crossing such state borders. AH8312 AH8312 AH8312.The horizontal coordinates were established by classical geodetic methods AH8312.and adjusted by the National Geodetic Survey in September 1998. AH8312 AH8312.The orthometric height was determined by differential leveling AH8312.and adjusted by the National Geodetic Survey in October 2005. AH8312 AH8312.The Laplace correction was computed from DEFLEC99 derived deflections. AH8312 AH8312.The geoid height was determined by GEOID03. AH8312 AH8312.The dynamic height is computed by dividing the NAVD 88 AH8312.geopotential number by the normal gravity value computed on the AH8312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8312.degrees latitude (g = 980.6199 gals.). AH8312 AH8312.The modeled gravity was interpolated from observed gravity values. AH8312 AH8312; North East Units Scale Factor Converg. AH8312;SPC NC - 170,977.823 269,787.704 MT 0.99987264 -2 09 19.4 AH8312;SPC NC - 560,949.74 885,128.49 sFT 0.99987264 -2 09 19.4 AH8312;UTM 17 - 3,900,337.032 342,173.801 MT 0.99990698 -1 00 03.0 AH8312 AH8312! - Elev Factor x Scale Factor = Combined Factor AH8312!SPC NC - 0.99989825 x 0.99987264 = 0.99977090 AH8312!UTM 17 - 0.99989825 x 0.99990698 = 0.99980524 AH8312 AH8312 SUPERSEDED SURVEY CONTROL AH8312 AH8312 NGVD 29 (09/24/98) 678.37 (m) 2225.6 (f) LEVELING 3 AH8312 AH8312.Superseded values are not recommended for survey control. AH8312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH8312.See file dsdata.txt to determine how the superseded data were derived. AH8312 AH8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4217400337(NAD 83) AH8312_MARKER: DH = HORIZONTAL CONTROL DISK AH8312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AH8312_SP_SET: IN SIDEWALK AH8312_STAMPING: HALLEULUJAH 1985 AH8312_MARK LOGO: NCGS AH8312_PROJECTION: FLUSH AH8312_MAGNETIC: N = NO MAGNETIC MATERIAL AH8312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH8312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8312+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 AH8312 AH8312 HISTORY - Date Condition Report By AH8312 HISTORY - 1985 MONUMENTED NCGS AH8312 HISTORY - 19951120 GOOD NCGS AH8312 AH8312 STATION DESCRIPTION AH8312 AH8312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) AH8312'STATION IS LOCATED IN BREVARD. AT THE JUNCTION OF U.S. 64 AND U.S. AH8312'276, AT THE CORNER OF S. BROAD AND WEST MAIN STREETS. STATION IS AH8312'LOCATED 7.99 M (26.21 FT) WEST-NORTHWEST OF U.S. 64, 2.31 M (7.58 FT) AH8312'SOUTHEAST OF THE CENTER OF IRON MANHOLE COVER, 2.74 M (8.99 FT) AH8312'SOUTH-SOUTHWEST OF METAL LIGHT POLE, AND 4.63 M (15.19 FT) AH8312'NORTH-NORTHEAST OF METAL TELEPHONE POST. AH8312 AH8312 STATION RECOVERY (1995) AH8312 AH8312'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) AH8312'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4295 *********************************************************************** FB4295 DESIGNATION - HARRY FB4295 PID - FB4295 FB4295 STATE/COUNTY- NC/TRANSYLVANIA FB4295 USGS QUAD - PISGAH FOREST (1978) FB4295 FB4295 *CURRENT SURVEY CONTROL FB4295 ___________________________________________________________________ FB4295* NAD 83(1986)- 35 15 12.15714(N) 082 43 13.48492(W) ADJUSTED FB4295* NAVD 88 - 655.121 (meters) 2149.34 (feet) ADJUSTED FB4295 ___________________________________________________________________ FB4295 LAPLACE CORR- -6.61 (seconds) DEFLEC99 FB4295 GEOID HEIGHT- -29.97 (meters) GEOID03 FB4295 DYNAMIC HT - 654.406 (meters) 2147.00 (feet) COMP FB4295 MODELED GRAV- 979,520.7 (mgal) NAVD 88 FB4295 FB4295 HORZ ORDER - SECOND FB4295 VERT ORDER - SECOND CLASS II FB4295 FB4295.The North Carolina HARNS have been completed but, FB4295.due to contractual restrictions, coordinates for these stations FB4295.will NOT be published in the near future. In the interim, the FB4295.published coordinates in North Carolina will not be FB4295.consistent with the Continuously Operating Reference Stations FB4295.(CORS). The HARN coordinates for these stations are available FB4295.upon request. Contact Gary Thompson(919-733-3836). FB4295. FB4295.In addition, the published North Carolina positions FB4295.(NAD 83 (1986)) are NOT consistent with those determined in FB4295.adjacent state readjustments. The discontinuity between stations FB4295.located in North Carolina and those in adjacent states FB4295.which have been adjusted to the HARN may be as much as 5 FB4295.decimeters. This will result in a significant loss of accuracy FB4295.over lines crossing such state borders. FB4295 FB4295 FB4295.The horizontal coordinates were established by classical geodetic methods FB4295.and adjusted by the National Geodetic Survey in September 1998. FB4295 FB4295.The orthometric height was determined by differential leveling FB4295.and adjusted by the National Geodetic Survey in October 2005. FB4295 FB4295.The Laplace correction was computed from DEFLEC99 derived deflections. FB4295 FB4295.The geoid height was determined by GEOID03. FB4295 FB4295.The dynamic height is computed by dividing the NAVD 88 FB4295.geopotential number by the normal gravity value computed on the FB4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4295.degrees latitude (g = 980.6199 gals.). FB4295 FB4295.The modeled gravity was interpolated from observed gravity values. FB4295 FB4295; North East Units Scale Factor Converg. FB4295;SPC NC - 173,112.551 271,144.210 MT 0.99987259 -2 08 50.3 FB4295;SPC NC - 567,953.43 889,578.96 sFT 0.99987259 -2 08 50.3 FB4295;UTM 17 - 3,902,498.723 343,487.068 MT 0.99990189 -0 59 35.6 FB4295 FB4295! - Elev Factor x Scale Factor = Combined Factor FB4295!SPC NC - 0.99990188 x 0.99987259 = 0.99977449 FB4295!UTM 17 - 0.99990188 x 0.99990189 = 0.99980378 FB4295 FB4295 SUPERSEDED SURVEY CONTROL FB4295 FB4295 NGVD 29 (09/24/98) 655.1 (m) 2149. (f) VERT ANG FB4295 FB4295.Superseded values are not recommended for survey control. FB4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4295.See file dsdata.txt to determine how the superseded data were derived. FB4295 FB4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4348702499(NAD 83) FB4295_MARKER: DH = HORIZONTAL CONTROL DISK FB4295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4295_SP_SET: CONCRETE POST FB4295_STAMPING: HARRY 1984 FB4295_MARK LOGO: NCGS FB4295_PROJECTION: FLUSH FB4295_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB4295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4295+STABILITY: SURFACE MOTION FB4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4295+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 FB4295 FB4295 HISTORY - Date Condition Report By FB4295 HISTORY - 1984 MONUMENTED NCGS FB4295 HISTORY - 19900220 GOOD NCGS FB4295 HISTORY - 19951120 GOOD NCGS FB4295 FB4295 STATION DESCRIPTION FB4295 FB4295'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) FB4295'THE STATION IS LOCATED IN NORTHEAST BREVARD. ALONG US 64, 276 FOR 2.6 FB4295'KM (1.6 MI) NORTHEAST FROM THE JUNCTION OF US 64 AND US 276 (AT THE FB4295'TRANSYLVANIA COUNTY COURTHOUSE), OR 2.9 KM (1.8 MI) SOUTHWEST OF THE FB4295'INTERSECTION WITH NC 280, IN THE WEST SHOULDER. STATION IS LOCATED FB4295'6.70 M (21.98 FT) NORTHWEST OF THE CENTERLINE OF US 64-276 WEST BOUND, FB4295'9.26 M (30.38 FT) SOUTHEAST OF A POWER POLE (17) WITH A REFERENCE TAG, FB4295'16.40 M (53.81 FT) SOUTH OF A STEEL DRAIN GRATE, AND 11.43 M (37.50 FB4295'FT) NORTHEAST OF A 4-INCH MAPLE. MARK IS FLUSH WITH GROUND AND 2 FEET FB4295'LOWER THAN THE HIGHWAY. FB4295 FB4295 STATION RECOVERY (1990) FB4295 FB4295'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4295'RECOVERED IN GOOD CONDITION. FB4295 FB4295 STATION RECOVERY (1995) FB4295 FB4295'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB4295'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4297 *********************************************************************** FB4297 DESIGNATION - LAMBO FB4297 PID - FB4297 FB4297 STATE/COUNTY- NC/TRANSYLVANIA FB4297 USGS QUAD - BREVARD (1991) FB4297 FB4297 *CURRENT SURVEY CONTROL FB4297 ___________________________________________________________________ FB4297* NAD 83(1986)- 35 14 33.93992(N) 082 43 28.97892(W) ADJUSTED FB4297* NAVD 88 - 648.697 (meters) 2128.27 (feet) ADJUSTED FB4297 ___________________________________________________________________ FB4297 LAPLACE CORR- -6.28 (seconds) DEFLEC99 FB4297 GEOID HEIGHT- -29.99 (meters) GEOID03 FB4297 DYNAMIC HT - 647.992 (meters) 2125.95 (feet) COMP FB4297 MODELED GRAV- 979,525.8 (mgal) NAVD 88 FB4297 FB4297 HORZ ORDER - SECOND FB4297 VERT ORDER - SECOND CLASS II FB4297 FB4297.The North Carolina HARNS have been completed but, FB4297.due to contractual restrictions, coordinates for these stations FB4297.will NOT be published in the near future. In the interim, the FB4297.published coordinates in North Carolina will not be FB4297.consistent with the Continuously Operating Reference Stations FB4297.(CORS). The HARN coordinates for these stations are available FB4297.upon request. Contact Gary Thompson(919-733-3836). FB4297. FB4297.In addition, the published North Carolina positions FB4297.(NAD 83 (1986)) are NOT consistent with those determined in FB4297.adjacent state readjustments. The discontinuity between stations FB4297.located in North Carolina and those in adjacent states FB4297.which have been adjusted to the HARN may be as much as 5 FB4297.decimeters. This will result in a significant loss of accuracy FB4297.over lines crossing such state borders. FB4297 FB4297 FB4297.The horizontal coordinates were established by classical geodetic methods FB4297.and adjusted by the National Geodetic Survey in September 1998. FB4297 FB4297.The orthometric height was determined by differential leveling FB4297.and adjusted by the National Geodetic Survey in October 2005. FB4297 FB4297.The Laplace correction was computed from DEFLEC99 derived deflections. FB4297 FB4297.The geoid height was determined by GEOID03. FB4297 FB4297.The dynamic height is computed by dividing the NAVD 88 FB4297.geopotential number by the normal gravity value computed on the FB4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4297.degrees latitude (g = 980.6199 gals.). FB4297 FB4297.The modeled gravity was interpolated from observed gravity values. FB4297 FB4297; North East Units Scale Factor Converg. FB4297;SPC NC - 171,950.431 270,708.681 MT 0.99987260 -2 08 59.3 FB4297;SPC NC - 564,140.71 888,150.06 sFT 0.99987260 -2 08 59.3 FB4297;UTM 17 - 3,901,328.030 343,075.024 MT 0.99990349 -0 59 43.6 FB4297 FB4297! - Elev Factor x Scale Factor = Combined Factor FB4297!SPC NC - 0.99990290 x 0.99987260 = 0.99977551 FB4297!UTM 17 - 0.99990290 x 0.99990349 = 0.99980640 FB4297 FB4297 SUPERSEDED SURVEY CONTROL FB4297 FB4297 NGVD 29 (09/24/98) 648.8 (m) 2129. (f) VERT ANG FB4297 FB4297.Superseded values are not recommended for survey control. FB4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4297.See file dsdata.txt to determine how the superseded data were derived. FB4297 FB4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4307501328(NAD 83) FB4297_MARKER: DH = HORIZONTAL CONTROL DISK FB4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4297_SP_SET: CONCRETE POST FB4297_STAMPING: LAMBO 1984 FB4297_MARK LOGO: NCGS FB4297_PROJECTION: FLUSH FB4297_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4297+STABILITY: SURFACE MOTION FB4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4297+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 FB4297 FB4297 HISTORY - Date Condition Report By FB4297 HISTORY - 1984 MONUMENTED NCGS FB4297 HISTORY - 19900220 GOOD NCGS FB4297 HISTORY - 19951120 GOOD NCGS FB4297 FB4297 STATION DESCRIPTION FB4297 FB4297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) FB4297'THE STATION IS LOCATED IN BREVARD. ALONG US 64, 276 FOR 1.35 KM (0.84 FB4297'MI) NORTHEAST FROM THE JUNCTION OF US 64 AND US 276 (AT THE FB4297'TRANSYLVANIA COUNTY COURTHOUSE), AT THE JUNCTION WITH SR 1533 (OLD FB4297'HENDERSONVILLE HIGHWAY), ON THE RIGHT. STATION IS LOCATED 27.58 M FB4297'(90.49 FT) SOUTHEAST OF THE CENTERLINE OF US 64 (NORTH BROAD STREET), FB4297'6.80 M (22.31 FT) NORTHEAST OF THE CENTERLINE OF SR 1533, 3.81 M FB4297'(12.50 FT) SOUTH OF THE CENTER OF A STEEL DRAIN GRATE, 17.53 M (57.51 FB4297'FT) NORTHEAST OF THE NORTH END OF A CONCRETE HEADWALL--AND 15.88 M FB4297'(52.10 FT) SOUTHEAST OF A TRAFFIC LIGHT POLE, 22.07 M (72.41 FT) FB4297'SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. MARK IS FLUSH FB4297'WITH GROUND AND LEVEL WITH SR 1533. FB4297 FB4297 STATION RECOVERY (1990) FB4297 FB4297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4297'RECOVERED IN GOOD CONDITION. FB4297 FB4297 STATION RECOVERY (1995) FB4297 FB4297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB4297'STATION IS LOCATED IN BREVARD. ALONG US 64/276 FOR 0.85 MI (1.37 KM) FB4297'NORTHEAST FROM THE JUNCTION OF US 64/276 (AT THE TRANSYLVANIA COUNTY FB4297'COURTHOUSE) TO SR 1504 (OLD HENDERSONVILLE HIGHWAY) AND THE STATION. FB4297'MARK IS RECESSED 2-INCHES BELOW ASPHALT APRON OF SR 1504. LOCATED FB4297'90.5 FT (27.6 M) SOUTHEAST OF THE CENTERLINE OF US 64, 22.5 FT (6.9 M) FB4297'NORTHEAST OF THE CENTERLINE OF SR 1504, 2.4 FT (0.7 M) SOUTH-SOUTHWEST FB4297'OF THE EDGE OF PAVEMENT, 12.5 FT (3.8 M) SOUTH OF THE CENTER OF A FB4297'STEEL DRAIN GRATE, 57.5 FT (17.5 M) NORTHEAST OF THE NORTH END OF A FB4297'CONCRETE HEADWALL--AND 52.1 FT (15.9 M) SOUTHEAST OF A TRAFFIC LIGHT FB4297'POLE, 61.9 FT (18.9 M) WEST-SOUTHWEST OF A BRACE POLE--BOTH WITH FB4297'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB0501 *********************************************************************** FB0501 DESIGNATION - LR 550 FB0501 PID - FB0501 FB0501 STATE/COUNTY- NC/TRANSYLVANIA FB0501 USGS QUAD - PISGAH FOREST (1978) FB0501 FB0501 *CURRENT SURVEY CONTROL FB0501 ___________________________________________________________________ FB0501* NAD 83(1986)- 35 16 58. (N) 082 43 19. (W) SCALED FB0501* NAVD 88 - 657.196 (meters) 2156.15 (feet) ADJUSTED FB0501 ___________________________________________________________________ FB0501 GEOID HEIGHT- -29.83 (meters) GEOID03 FB0501 DYNAMIC HT - 656.467 (meters) 2153.76 (feet) COMP FB0501 MODELED GRAV- 979,504.3 (mgal) NAVD 88 FB0501 FB0501 VERT ORDER - SECOND CLASS II FB0501 FB0501.The horizontal coordinates were scaled from a topographic map and have FB0501.an estimated accuracy of +/- 6 seconds. FB0501 FB0501.The orthometric height was determined by differential leveling FB0501.and adjusted by the National Geodetic Survey in October 2005. FB0501.No vertical observational check was made to the station. FB0501 FB0501.The geoid height was determined by GEOID03. FB0501 FB0501.The dynamic height is computed by dividing the NAVD 88 FB0501.geopotential number by the normal gravity value computed on the FB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB0501.degrees latitude (g = 980.6199 gals.). FB0501 FB0501.The modeled gravity was interpolated from observed gravity values. FB0501 FB0501; North East Units Estimated Accuracy FB0501;SPC NC - 176,380. 271,130. MT (+/- 180 meters Scaled) FB0501 FB0501 SUPERSEDED SURVEY CONTROL FB0501 FB0501 NGVD 29 (??/??/92) 657.204 (m) 2156.18 (f) ADJ UNCH 2 2 FB0501 FB0501.Superseded values are not recommended for survey control. FB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB0501.See file dsdata.txt to determine how the superseded data were derived. FB0501 FB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV434057(NAD 83) FB0501_MARKER: DD = SURVEY DISK FB0501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FB0501_SP_SET: CONCRETE HEADWALL FB0501_STAMPING: LR 550 1940 FB0501_MARK LOGO: TVA FB0501_MAGNETIC: N = NO MAGNETIC MATERIAL FB0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB0501+STABILITY: SURFACE MOTION FB0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB0501+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000 FB0501 FB0501 HISTORY - Date Condition Report By FB0501 HISTORY - 1940 MONUMENTED TVA FB0501 HISTORY - 20000323 GOOD NCGS FB0501 FB0501 STATION DESCRIPTION FB0501 FB0501'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940 FB0501'2.8 MI NW FROM PISGAH FOREST. FB0501'2.8 MILES NORTHWEST ALONG VANDERBILT ROAD AND U.S. HIGHWAY 276 FROM FB0501'PISGAH FOREST, TRANSYLVANIA COUNTY, 1.3 MILES NORTHWEST OF THE FB0501'CONCRETE BRIDGE OVER DAVIDSON RIVER AT THE INTERSECTION OF FB0501'STATE HIGHWAY 280, 700 FEET SOUTHWEST OF A LARGE TWO-STORY FRAME FB0501'HOUSE PAINTED WHITE, 300 FEET SOUTH OF AN EQUIPMENT DEPOT, 130 FB0501'FEET SOUTHWEST OF A POWER-TRANSMISSION LINE TOWER, 75 FEET WEST FB0501'OF THE JUNCTION OF A T-ROAD LEADING NORTH TO THE EQUIPMENT FB0501'DEPOT, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A FB0501'SMALL CONCRETE BRIDGE OVER THRIFT COVE BRANCH, IN THE TOP OF THE NORTH FB0501'HEAD WALL, 8 INCHES WEST OF THE EAST END OF THE HEAD WALL, 86.6 FB0501'FEET SOUTHWEST OF A 12-INCH SYCAMORE TREE PAINTED BM, AND 6.2 FEET FB0501'NORTHWEST OF THE NORTH GATEPOST OF A HIGHWAY GATE. A TENNESSEE FB0501'VALLEY AUTHORITY STANDARD DISK, STAMPED LR 550 1940. FB0501 FB0501 STATION RECOVERY (2000) FB0501 FB0501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB) FB0501'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. ALONG NC 276 FOR FB0501'1.25 MI (2.01 KM) WEST FROM NC 280 (IN NORTH BREVARD) . THE 12-INCH FB0501'SYCAMORE AND THE GATEPOST NO LONGER EXIST. THE FOLLOWING REFERENCE WAS FB0501'ADDED. LOCATED 27.5 FT (8.4 M) WEST-NORTHWEST OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB3065 *********************************************************************** FB3065 DESIGNATION - OLIN FB3065 PID - FB3065 FB3065 STATE/COUNTY- NC/TRANSYLVANIA FB3065 USGS QUAD - PISGAH FOREST (1978) FB3065 FB3065 *CURRENT SURVEY CONTROL FB3065 ___________________________________________________________________ FB3065* NAD 83(1986)- 35 16 02.49740(N) 082 42 21.46648(W) ADJUSTED FB3065* NAVD 88 - 649.806 (meters) 2131.91 (feet) ADJUSTED FB3065 ___________________________________________________________________ FB3065 LAPLACE CORR- -6.49 (seconds) DEFLEC99 FB3065 GEOID HEIGHT- -29.96 (meters) GEOID03 FB3065 DYNAMIC HT - 649.094 (meters) 2129.57 (feet) COMP FB3065 MODELED GRAV- 979,517.8 (mgal) NAVD 88 FB3065 FB3065 HORZ ORDER - SECOND FB3065 VERT ORDER - SECOND CLASS II FB3065 FB3065.The North Carolina HARNS have been completed but, FB3065.due to contractual restrictions, coordinates for these stations FB3065.will NOT be published in the near future. In the interim, the FB3065.published coordinates in North Carolina will not be FB3065.consistent with the Continuously Operating Reference Stations FB3065.(CORS). The HARN coordinates for these stations are available FB3065.upon request. Contact Gary Thompson(919-733-3836). FB3065. FB3065.In addition, the published North Carolina positions FB3065.(NAD 83 (1986)) are NOT consistent with those determined in FB3065.adjacent state readjustments. The discontinuity between stations FB3065.located in North Carolina and those in adjacent states FB3065.which have been adjusted to the HARN may be as much as 5 FB3065.decimeters. This will result in a significant loss of accuracy FB3065.over lines crossing such state borders. FB3065 FB3065 FB3065.The horizontal coordinates were established by classical geodetic methods FB3065.and adjusted by the National Geodetic Survey in July 1986. FB3065 FB3065.The orthometric height was determined by differential leveling FB3065.and adjusted by the National Geodetic Survey in October 2005. FB3065 FB3065.The Laplace correction was computed from DEFLEC99 derived deflections. FB3065 FB3065.The geoid height was determined by GEOID03. FB3065 FB3065.The dynamic height is computed by dividing the NAVD 88 FB3065.geopotential number by the normal gravity value computed on the FB3065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB3065.degrees latitude (g = 980.6199 gals.). FB3065 FB3065.The modeled gravity was interpolated from observed gravity values. FB3065 FB3065; North East Units Scale Factor Converg. FB3065;SPC NC - 174,613.497 272,516.015 MT 0.99987263 -2 08 20.3 FB3065;SPC NC - 572,877.78 894,079.63 sFT 0.99987263 -2 08 20.3 FB3065;UTM 17 - 3,904,027.032 344,828.403 MT 0.99989674 -0 59 06.7 FB3065 FB3065! - Elev Factor x Scale Factor = Combined Factor FB3065!SPC NC - 0.99990272 x 0.99987263 = 0.99977536 FB3065!UTM 17 - 0.99990272 x 0.99989674 = 0.99979947 FB3065 FB3065: Primary Azimuth Mark Grid Az FB3065:SPC NC - BREVARD OLIN SOUTH TANK 156 16 41.7 FB3065:UTM 17 - BREVARD OLIN SOUTH TANK 155 07 28.1 FB3065 FB3065|---------------------------------------------------------------------| FB3065| PID Reference Object Distance Geod. Az | FB3065| dddmmss.s | FB3065| FB3351 BREVARD OLIN SOUTH TANK 1540821.4 | FB3065|---------------------------------------------------------------------| FB3065 FB3065 SUPERSEDED SURVEY CONTROL FB3065 FB3065 NAD 27 - 35 16 02.08676(N) 082 42 22.01458(W) AD( ) 2 FB3065 NGVD 29 (07/19/86) 649.9 (m) 2132. (f) VERT ANG FB3065 FB3065.Superseded values are not recommended for survey control. FB3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB3065.See file dsdata.txt to determine how the superseded data were derived. FB3065 FB3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4482804027(NAD 83) FB3065_MARKER: DH = HORIZONTAL CONTROL DISK FB3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB3065_SP_SET: CONCRETE POST FB3065_STAMPING: OLIN 1975 FB3065_MARK LOGO: NCGS FB3065_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB3065+STABILITY: SURFACE MOTION FB3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB3065+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 FB3065 FB3065 HISTORY - Date Condition Report By FB3065 HISTORY - 1975 MONUMENTED NCGS FB3065 HISTORY - 1975 GOOD NCGS FB3065 HISTORY - 19900220 GOOD NCGS FB3065 HISTORY - 19951120 GOOD NCGS FB3065 FB3065 STATION DESCRIPTION FB3065 FB3065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB3065'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTH-NORTHWEST OF FB3065'PISGAH FOREST AND 3.0 MILES NORTH-NORTHEAST OF BREVARD. FB3065' FB3065'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 276 AND NC 280 FB3065'NORTHEAST OF BREVARD, PROCEED SOUTHWESTERLY ALONG US 64 AND US 276 FOR FB3065'0.15 MILE TO INTERSECTION WITH SR 1512, CONTINUE SOUTH ALONG SR 1512 FB3065'FOR 0.35 MILE TO STATION ON THE RIGHT (WEST SIDE OF RIGHT TURN LANE) FB3065'AND APPROXIMATELY 15 FEET NORTH OF CENTER LINE PROJECTION OF ENTRANCE FB3065'TO OLIN MANUFACTURING CO. PARKING LOT ON EAST SIDE OF HIGHWAY. FB3065' FB3065'STATION MARK IS A STANDARD DISK, STAMPED---OLIN 1975---, SET IN THE FB3065'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND FB3065'SURFACE. MARK IS 26.7 FEET WEST OF THE CENTERLINE OF SR 1512, 39.9 FB3065'FEET NORTH OF POWER POLE WITH REFERENCE TAG, 35.5 FEET SOUTH OF 8 INCH FB3065'PINE WITH REFERENCE TAG AND 55.3 FEET WEST-NORTHWEST OF WEST END OF FB3065'MEDIAN AT ENTRANCE TO VISITORS PARKING AREA. FB3065 FB3065 STATION RECOVERY (1975) FB3065 FB3065'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 FB3065'RECOVERED IN GOOD CONDITION. FB3065 FB3065 STATION RECOVERY (1990) FB3065 FB3065'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB3065'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 6 INCHES BELOW THE FB3065'GROUND. LOCATED 31.15 FT (9.49 M) NORTH-NORTHEAST OF A LIGHT POLE FB3065'AND 54.8 FT (16.7 M) WEST OF ANOTHER LIGHT POLE (ACROSS ROAD)--BOTH FB3065'WITH REFERENCE TAGS. FB3065 FB3065 STATION RECOVERY (1995) FB3065 FB3065'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB3065'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4261 *********************************************************************** FB4261 DESIGNATION - SCHENCK FB4261 PID - FB4261 FB4261 STATE/COUNTY- NC/TRANSYLVANIA FB4261 USGS QUAD - PISGAH FOREST (1978) FB4261 FB4261 *CURRENT SURVEY CONTROL FB4261 ___________________________________________________________________ FB4261* NAD 83(1986)- 35 16 48.99731(N) 082 43 11.09058(W) ADJUSTED FB4261* NAVD 88 - 653.905 (meters) 2145.35 (feet) ADJUSTED FB4261 ___________________________________________________________________ FB4261 LAPLACE CORR- -6.96 (seconds) DEFLEC99 FB4261 GEOID HEIGHT- -29.85 (meters) GEOID03 FB4261 DYNAMIC HT - 653.181 (meters) 2142.98 (feet) COMP FB4261 MODELED GRAV- 979,506.9 (mgal) NAVD 88 FB4261 FB4261 HORZ ORDER - SECOND FB4261 VERT ORDER - SECOND CLASS II FB4261 FB4261.The North Carolina HARNS have been completed but, FB4261.due to contractual restrictions, coordinates for these stations FB4261.will NOT be published in the near future. In the interim, the FB4261.published coordinates in North Carolina will not be FB4261.consistent with the Continuously Operating Reference Stations FB4261.(CORS). The HARN coordinates for these stations are available FB4261.upon request. Contact Gary Thompson(919-733-3836). FB4261. FB4261.In addition, the published North Carolina positions FB4261.(NAD 83 (1986)) are NOT consistent with those determined in FB4261.adjacent state readjustments. The discontinuity between stations FB4261.located in North Carolina and those in adjacent states FB4261.which have been adjusted to the HARN may be as much as 5 FB4261.decimeters. This will result in a significant loss of accuracy FB4261.over lines crossing such state borders. FB4261 FB4261 FB4261.The horizontal coordinates were established by classical geodetic methods FB4261.and adjusted by the National Geodetic Survey in November 1993. FB4261 FB4261.The orthometric height was determined by differential leveling FB4261.and adjusted by the National Geodetic Survey in October 2005. FB4261.No vertical observational check was made to the station. FB4261 FB4261.The Laplace correction was computed from DEFLEC99 derived deflections. FB4261 FB4261.The geoid height was determined by GEOID03. FB4261 FB4261.The dynamic height is computed by dividing the NAVD 88 FB4261.geopotential number by the normal gravity value computed on the FB4261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4261.degrees latitude (g = 980.6199 gals.). FB4261 FB4261.The modeled gravity was interpolated from observed gravity values. FB4261 FB4261; North East Units Scale Factor Converg. FB4261;SPC NC - 176,092.247 271,316.477 MT 0.99987272 -2 08 48.9 FB4261;SPC NC - 577,729.31 890,144.14 sFT 0.99987272 -2 08 48.9 FB4261;UTM 17 - 3,905,481.371 343,599.305 MT 0.99990146 -0 59 36.6 FB4261 FB4261! - Elev Factor x Scale Factor = Combined Factor FB4261!SPC NC - 0.99990206 x 0.99987272 = 0.99977479 FB4261!UTM 17 - 0.99990206 x 0.99990146 = 0.99980353 FB4261 FB4261 SUPERSEDED SURVEY CONTROL FB4261 FB4261 NAD 83(1986)- 35 16 48.99731(N) 082 43 11.09058(W) AD( ) 1 FB4261 NAVD 88 (05/19/04) 653.89 (m) 2145.3 (f) LEVELING 3 FB4261 NGVD 29 (11/15/93) 653.9 (m) 2145. (f) GPS OBS FB4261 FB4261.Superseded values are not recommended for survey control. FB4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4261.See file dsdata.txt to determine how the superseded data were derived. FB4261 FB4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4359905481(NAD 83) FB4261_MARKER: DH = HORIZONTAL CONTROL DISK FB4261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4261_SP_SET: CONCRETE POST FB4261_STAMPING: SCHENCK 1990 FB4261_MARK LOGO: NCGS FB4261_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB4261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4261+STABILITY: SURFACE MOTION FB4261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4261+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001 FB4261 FB4261 HISTORY - Date Condition Report By FB4261 HISTORY - 1990 MONUMENTED NCGS FB4261 HISTORY - 20010502 GOOD NCGS FB4261 FB4261 STATION DESCRIPTION FB4261 FB4261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4261'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF PISGAH FOREST FB4261'AND 5.3 KM (3.3 MI) NORTH OF BREVARD AT THE SCHENCK JOB CORPS CENTER. FB4261'PROCEED ALONG US 276 FOR 2.00 KM (1.24 MI) WEST FROM THE NC 280 AND US FB4261'64 INTERSECTION (AT PISGAH FOREST), TO ENTRANCE WAY FOR JOB CORPS AND FB4261'DAVIDSON RIVER CAMPGROUND, THENCE SOUTH FOR 0.30 KM (0.19 MI) TO FB4261'ATHLETIC FIELD AND STATION NEAR SOUTHWEST CORNER. FB4261'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 2 INCHES BELOW THE FB4261'GROUND. LOCATED 8.90 M (29.20 FT) NORTH-NORTHWEST OF WATER SPIGOT, FB4261'38.60 M (126.64 FT) SOUTH-SOUTHEAST OF SOUTH MOST POST OF SCORE FB4261'BOARD, 39.75 M (130.41 FT) NORTHWEST OF THE NORTHWEST FACE OF BRICK FB4261'BLEACHERS--AND 16.70 M (54.79 FT) NORTHWEST OF A LIGHT POLE AT TENNIS FB4261'COURTS, 40.75 M (133.69 FT) EAST-NORTHEAST OF A LIGHT POLE WITH METER FB4261'BOX--BOTH WITH REFERENCE TAGS. FB4261 FB4261 STATION RECOVERY (2001) FB4261 FB4261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB) FB4261'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4262 *********************************************************************** FB4262 DESIGNATION - SCHENCK AZ MK FB4262 PID - FB4262 FB4262 STATE/COUNTY- NC/TRANSYLVANIA FB4262 USGS QUAD - PISGAH FOREST (1978) FB4262 FB4262 *CURRENT SURVEY CONTROL FB4262 ___________________________________________________________________ FB4262* NAD 83(1986)- 35 16 52.37196(N) 082 43 19.51862(W) ADJUSTED FB4262* NAVD 88 - 656.158 (meters) 2152.74 (feet) ADJUSTED FB4262 ___________________________________________________________________ FB4262 LAPLACE CORR- -7.00 (seconds) DEFLEC99 FB4262 GEOID HEIGHT- -29.84 (meters) GEOID03 FB4262 DYNAMIC HT - 655.430 (meters) 2150.36 (feet) COMP FB4262 MODELED GRAV- 979,505.1 (mgal) NAVD 88 FB4262 FB4262 HORZ ORDER - SECOND FB4262 VERT ORDER - SECOND CLASS II FB4262 FB4262.The North Carolina HARNS have been completed but, FB4262.due to contractual restrictions, coordinates for these stations FB4262.will NOT be published in the near future. In the interim, the FB4262.published coordinates in North Carolina will not be FB4262.consistent with the Continuously Operating Reference Stations FB4262.(CORS). The HARN coordinates for these stations are available FB4262.upon request. Contact Gary Thompson(919-733-3836). FB4262. FB4262.In addition, the published North Carolina positions FB4262.(NAD 83 (1986)) are NOT consistent with those determined in FB4262.adjacent state readjustments. The discontinuity between stations FB4262.located in North Carolina and those in adjacent states FB4262.which have been adjusted to the HARN may be as much as 5 FB4262.decimeters. This will result in a significant loss of accuracy FB4262.over lines crossing such state borders. FB4262 FB4262 FB4262.The horizontal coordinates were established by classical geodetic methods FB4262.and adjusted by the National Geodetic Survey in November 1993. FB4262 FB4262.The orthometric height was determined by differential leveling FB4262.and adjusted by the National Geodetic Survey in October 2005. FB4262.No vertical observational check was made to the station. FB4262 FB4262.The Laplace correction was computed from DEFLEC99 derived deflections. FB4262 FB4262.The geoid height was determined by GEOID03. FB4262 FB4262.The dynamic height is computed by dividing the NAVD 88 FB4262.geopotential number by the normal gravity value computed on the FB4262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4262.degrees latitude (g = 980.6199 gals.). FB4262 FB4262.The modeled gravity was interpolated from observed gravity values. FB4262 FB4262; North East Units Scale Factor Converg. FB4262;SPC NC - 176,204.142 271,107.566 MT 0.99987272 -2 08 53.8 FB4262;SPC NC - 578,096.42 889,458.74 sFT 0.99987272 -2 08 53.8 FB4262;UTM 17 - 3,905,589.041 343,388.178 MT 0.99990227 -0 59 41.5 FB4262 FB4262! - Elev Factor x Scale Factor = Combined Factor FB4262!SPC NC - 0.99990170 x 0.99987272 = 0.99977443 FB4262!UTM 17 - 0.99990170 x 0.99990227 = 0.99980398 FB4262 FB4262 SUPERSEDED SURVEY CONTROL FB4262 FB4262 NGVD 29 (11/15/93) 656.2 (m) 2153. (f) VERT ANG FB4262 FB4262.Superseded values are not recommended for survey control. FB4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4262.See file dsdata.txt to determine how the superseded data were derived. FB4262 FB4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4338805589(NAD 83) FB4262_MARKER: DZ = AZIMUTH MARK DISK FB4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4262_SP_SET: CONCRETE POST FB4262_STAMPING: SCHENCK 1990 FB4262_MARK LOGO: NCGS FB4262_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4262+STABILITY: SURFACE MOTION FB4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB4262+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001 FB4262 FB4262 HISTORY - Date Condition Report By FB4262 HISTORY - 1990 MONUMENTED NCGS FB4262 HISTORY - 20010502 GOOD NCGS FB4262 FB4262 STATION DESCRIPTION FB4262 FB4262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4262'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF PISGAH FOREST FB4262'AND 5.3 KM (3.3 MI) NORTH OF BREVARD AT THE SCHENCK JOB CORPS CENTER. FB4262'PROCEED ALONG US 276 FOR 2.00 KM (1.24 MI) WEST FROM THE NC 280 AND US FB4262'64 INTERSECTION (AT PISGAH FOREST) TO ENTRANCE WAY FOR JOB CORPS AND FB4262'DAVIDSON RIVER CAMPGROUND, THENCE SOUTH ALONG ENTRANCE ROAD FOR 0.15 FB4262'KM (0.09 MI) TO ROAD FORK AND STATION. FB4262'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED FB4262'5.30 M (17.39 FT) WEST-NORTHWEST OF THE CENTERLINE OF ENTRANCE ROAD FB4262'TO CCC CAMP, 5.25 M (17.22 FT) SOUTHEAST OF THE CENTERLINE OF THE FB4262'ROAD TO DAVIDSON RIVER CAMPGROUND, 14.00 M (45.93 FT) EAST-SOUTHEAST FB4262'OF THE SOUTHEAST CORNER OF THE DAVIDSON RIVER CAMPGROUND SIGN, FB4262'69.50 M (228.02 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FB4262'BRIDGE OVER THE DAVIDSON RIVER, AND 1.70 M (5.58 FT) NORTHEAST OF A FB4262'7-INCH POST OAK WITH A REFERENCE TAG. FB4262 FB4262 STATION RECOVERY (2001) FB4262 FB4262'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB) FB4262'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATE. THE POST OAK WITH FB4262'TAG IS NOW 13 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4311 *********************************************************************** FB4311 DESIGNATION - STRAUS FB4311 PID - FB4311 FB4311 STATE/COUNTY- NC/TRANSYLVANIA FB4311 USGS QUAD - PISGAH FOREST (1978) FB4311 FB4311 *CURRENT SURVEY CONTROL FB4311 ___________________________________________________________________ FB4311* NAD 83(1986)- 35 15 00.70895(N) 082 43 17.13346(W) ADJUSTED FB4311* NAVD 88 - 659.757 (meters) 2164.55 (feet) ADJUSTED FB4311 ___________________________________________________________________ FB4311 LAPLACE CORR- -6.51 (seconds) DEFLEC99 FB4311 GEOID HEIGHT- -29.98 (meters) GEOID03 FB4311 DYNAMIC HT - 659.038 (meters) 2162.19 (feet) COMP FB4311 MODELED GRAV- 979,522.1 (mgal) NAVD 88 FB4311 FB4311 HORZ ORDER - SECOND FB4311 VERT ORDER - SECOND CLASS II FB4311 FB4311.The North Carolina HARNS have been completed but, FB4311.due to contractual restrictions, coordinates for these stations FB4311.will NOT be published in the near future. In the interim, the FB4311.published coordinates in North Carolina will not be FB4311.consistent with the Continuously Operating Reference Stations FB4311.(CORS). The HARN coordinates for these stations are available FB4311.upon request. Contact Gary Thompson(919-733-3836). FB4311. FB4311.In addition, the published North Carolina positions FB4311.(NAD 83 (1986)) are NOT consistent with those determined in FB4311.adjacent state readjustments. The discontinuity between stations FB4311.located in North Carolina and those in adjacent states FB4311.which have been adjusted to the HARN may be as much as 5 FB4311.decimeters. This will result in a significant loss of accuracy FB4311.over lines crossing such state borders. FB4311 FB4311 FB4311.The horizontal coordinates were established by classical geodetic methods FB4311.and adjusted by the National Geodetic Survey in September 1998. FB4311 FB4311.The orthometric height was determined by differential leveling FB4311.and adjusted by the National Geodetic Survey in October 2005. FB4311 FB4311.The Laplace correction was computed from DEFLEC99 derived deflections. FB4311 FB4311.The geoid height was determined by GEOID03. FB4311 FB4311.The dynamic height is computed by dividing the NAVD 88 FB4311.geopotential number by the normal gravity value computed on the FB4311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4311.degrees latitude (g = 980.6199 gals.). FB4311 FB4311.The modeled gravity was interpolated from observed gravity values. FB4311 FB4311; North East Units Scale Factor Converg. FB4311;SPC NC - 172,763.488 271,038.833 MT 0.99987259 -2 08 52.4 FB4311;SPC NC - 566,808.21 889,233.24 sFT 0.99987259 -2 08 52.4 FB4311;UTM 17 - 3,902,147.599 343,388.740 MT 0.99990227 -0 59 37.4 FB4311 FB4311! - Elev Factor x Scale Factor = Combined Factor FB4311!SPC NC - 0.99990116 x 0.99987259 = 0.99977376 FB4311!UTM 17 - 0.99990116 x 0.99990227 = 0.99980344 FB4311 FB4311 SUPERSEDED SURVEY CONTROL FB4311 FB4311 NGVD 29 (09/24/98) 659.79 (m) 2164.7 (f) LEVELING 3 FB4311 FB4311.Superseded values are not recommended for survey control. FB4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4311.See file dsdata.txt to determine how the superseded data were derived. FB4311 FB4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4338902148(NAD 83) FB4311_MARKER: DH = HORIZONTAL CONTROL DISK FB4311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4311_SP_SET: CONCRETE POST FB4311_STAMPING: STRAUS 1984 FB4311_MARK LOGO: NCGS FB4311_PROJECTION: FLUSH FB4311_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FB4311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4311+STABILITY: SURFACE MOTION FB4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4311+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1993 FB4311 FB4311 HISTORY - Date Condition Report By FB4311 HISTORY - 1984 MONUMENTED NCGS FB4311 HISTORY - 19900220 GOOD NCGS FB4311 HISTORY - 19931023 GOOD NCGS FB4311 FB4311 STATION DESCRIPTION FB4311 FB4311'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) FB4311'THE STATION IS LOCATED 1.9 KM (1.2 MI) WEST-SOUTHWEST OF PISGAH FOREST FB4311'AND 1.9 KM (1.2 MI) NORTHEAST OF BREVARD. ALONG US 64, 276 FOR 2.25 KM FB4311'(1.40 MI) NORTHEAST FROM THE JUNCTION OF US 64 AND US 276 (AT THE FB4311'TRANSYLVANIA COUNTY COURTHOUSE IN BREVARD), AT THE STRAUS ELEMENTARY FB4311'SCHOOL, ON THE RIGHT, BETWEEN THE SIDEWALK AND THE CURB. STATION IS FB4311'LOCATED 10.15 M (33.30 FT) EAST OF THE CENTERLINE OF US 64-US 276, FB4311'19.54 M (64.11 FT) SOUTH OF THE NORTH END OF THE SCHOOL DRIVE--AND FB4311'2.13 M (6.99 FT) WEST OF A POWER POLE WITH A STREET LIGHT, 22.49 M FB4311'(73.79 FT) NORTH OF A POWER POLE WITH A TRANSFORMER--BOTH WITH FB4311'REFERENCE TAGS. MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. FB4311 FB4311 STATION RECOVERY (1990) FB4311 FB4311'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4311'RECOVERED IN GOOD CONDITION. FB4311 FB4311 STATION RECOVERY (1993) FB4311 FB4311'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC) FB4311'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4312 *********************************************************************** FB4312 DESIGNATION - TANGLEWOOD FB4312 PID - FB4312 FB4312 STATE/COUNTY- NC/TRANSYLVANIA FB4312 USGS QUAD - PISGAH FOREST (1978) FB4312 FB4312 *CURRENT SURVEY CONTROL FB4312 ___________________________________________________________________ FB4312* NAD 83(1986)- 35 15 53.39656(N) 082 42 54.34775(W) ADJUSTED FB4312* NAVD 88 - 659.218 (meters) 2162.78 (feet) ADJUSTED FB4312 ___________________________________________________________________ FB4312 LAPLACE CORR- -6.85 (seconds) DEFLEC99 FB4312 GEOID HEIGHT- -29.94 (meters) GEOID03 FB4312 DYNAMIC HT - 658.495 (meters) 2160.41 (feet) COMP FB4312 MODELED GRAV- 979,516.2 (mgal) NAVD 88 FB4312 FB4312 HORZ ORDER - SECOND FB4312 VERT ORDER - SECOND CLASS II FB4312 FB4312.The North Carolina HARNS have been completed but, FB4312.due to contractual restrictions, coordinates for these stations FB4312.will NOT be published in the near future. In the interim, the FB4312.published coordinates in North Carolina will not be FB4312.consistent with the Continuously Operating Reference Stations FB4312.(CORS). The HARN coordinates for these stations are available FB4312.upon request. Contact Gary Thompson(919-733-3836). FB4312. FB4312.In addition, the published North Carolina positions FB4312.(NAD 83 (1986)) are NOT consistent with those determined in FB4312.adjacent state readjustments. The discontinuity between stations FB4312.located in North Carolina and those in adjacent states FB4312.which have been adjusted to the HARN may be as much as 5 FB4312.decimeters. This will result in a significant loss of accuracy FB4312.over lines crossing such state borders. FB4312 FB4312 FB4312.The horizontal coordinates were established by classical geodetic methods FB4312.and adjusted by the National Geodetic Survey in September 1998. FB4312 FB4312.The orthometric height was determined by differential leveling FB4312.and adjusted by the National Geodetic Survey in October 2005. FB4312 FB4312.The Laplace correction was computed from DEFLEC99 derived deflections. FB4312 FB4312.The geoid height was determined by GEOID03. FB4312 FB4312.The dynamic height is computed by dividing the NAVD 88 FB4312.geopotential number by the normal gravity value computed on the FB4312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4312.degrees latitude (g = 980.6199 gals.). FB4312 FB4312.The modeled gravity was interpolated from observed gravity values. FB4312 FB4312; North East Units Scale Factor Converg. FB4312;SPC NC - 174,364.311 271,675.132 MT 0.99987262 -2 08 39.3 FB4312;SPC NC - 572,060.24 891,320.83 sFT 0.99987262 -2 08 39.3 FB4312;UTM 17 - 3,903,760.957 343,992.687 MT 0.99989995 -0 59 25.5 FB4312 FB4312! - Elev Factor x Scale Factor = Combined Factor FB4312!SPC NC - 0.99990124 x 0.99987262 = 0.99977387 FB4312!UTM 17 - 0.99990124 x 0.99989995 = 0.99980120 FB4312 FB4312 SUPERSEDED SURVEY CONTROL FB4312 FB4312 NGVD 29 (09/24/98) 659.3 (m) 2163. (f) VERT ANG FB4312 FB4312.Superseded values are not recommended for survey control. FB4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4312.See file dsdata.txt to determine how the superseded data were derived. FB4312 FB4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4399303761(NAD 83) FB4312_MARKER: DE = TRAVERSE STATION DISK FB4312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4312_SP_SET: CONCRETE POST FB4312_STAMPING: TANGLEWOOD 1985 FB4312_MARK LOGO: NCGS FB4312_PROJECTION: FLUSH FB4312_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FB4312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4312+STABILITY: SURFACE MOTION FB4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4312+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996 FB4312 FB4312 HISTORY - Date Condition Report By FB4312 HISTORY - 1985 MONUMENTED NCGS FB4312 HISTORY - 19900220 GOOD NCGS FB4312 HISTORY - 19961008 GOOD NCGS FB4312 FB4312 STATION DESCRIPTION FB4312 FB4312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FB4312'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) NORTHWEST OF PISGAH FB4312'FOREST AND 3.9 KM (2.4 MI) NORTHEAST OF BREVARD. ALONG US 64-US 276 FB4312'FOR 1.45 KM (0.90 MI) SOUTHWEST FROM THE JUNCTION WITH NC 280 (AT FB4312'PISGAH FOREST), AT THE INTERSECTION WITH SR 1383 (TANGLEWOOD HEIGHTS). FB4312'STATION IS LOCATED 13.84 M (45.41 FT) NORTHWEST OF THE CENTERLINE OF FB4312'US 64-276 WEST BOUND, 5.06 M (16.60 FT) SOUTH-SOUTHWEST OF THE FB4312'CENTERLINE OF SR 1383, 9.66 M (31.69 FT) EAST OF A TELEPHONE POLE WITH FB4312'A REFERENCE TAG, 5.70 M (18.70 FT) NORTHEAST OF A FENCE CORNER, AND FB4312'1.64 M (5.38 FT) NORTH-NORTHEAST OF A 24-INCH CONCRETE DRAIN PIPE FB4312'(SOUTH END). MARK IS FLUSH WITH GROUND AND 3 FEET HIGHER THAN THE FB4312'HIGHWAY. FB4312 FB4312 STATION RECOVERY (1990) FB4312 FB4312'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4312'RECOVERED IN GOOD CONDITION. FB4312 FB4312 STATION RECOVERY (1996) FB4312 FB4312'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FB4312'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4313 *********************************************************************** FB4313 DESIGNATION - TIMOTHY FB4313 PID - FB4313 FB4313 STATE/COUNTY- NC/TRANSYLVANIA FB4313 USGS QUAD - PISGAH FOREST (1978) FB4313 FB4313 *CURRENT SURVEY CONTROL FB4313 ___________________________________________________________________ FB4313* NAD 83(1986)- 35 15 26.40996(N) 082 42 58.77978(W) ADJUSTED FB4313* NAVD 88 - 651.919 (meters) 2138.84 (feet) ADJUSTED FB4313 ___________________________________________________________________ FB4313 LAPLACE CORR- -6.58 (seconds) DEFLEC99 FB4313 GEOID HEIGHT- -29.97 (meters) GEOID03 FB4313 DYNAMIC HT - 651.206 (meters) 2136.50 (feet) COMP FB4313 MODELED GRAV- 979,519.5 (mgal) NAVD 88 FB4313 FB4313 HORZ ORDER - SECOND FB4313 VERT ORDER - SECOND CLASS II FB4313 FB4313.The North Carolina HARNS have been completed but, FB4313.due to contractual restrictions, coordinates for these stations FB4313.will NOT be published in the near future. In the interim, the FB4313.published coordinates in North Carolina will not be FB4313.consistent with the Continuously Operating Reference Stations FB4313.(CORS). The HARN coordinates for these stations are available FB4313.upon request. Contact Gary Thompson(919-733-3836). FB4313. FB4313.In addition, the published North Carolina positions FB4313.(NAD 83 (1986)) are NOT consistent with those determined in FB4313.adjacent state readjustments. The discontinuity between stations FB4313.located in North Carolina and those in adjacent states FB4313.which have been adjusted to the HARN may be as much as 5 FB4313.decimeters. This will result in a significant loss of accuracy FB4313.over lines crossing such state borders. FB4313 FB4313 FB4313.The horizontal coordinates were established by classical geodetic methods FB4313.and adjusted by the National Geodetic Survey in September 1998. FB4313 FB4313.The orthometric height was determined by differential leveling FB4313.and adjusted by the National Geodetic Survey in October 2005. FB4313 FB4313.The Laplace correction was computed from DEFLEC99 derived deflections. FB4313 FB4313.The geoid height was determined by GEOID03. FB4313 FB4313.The dynamic height is computed by dividing the NAVD 88 FB4313.geopotential number by the normal gravity value computed on the FB4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4313.degrees latitude (g = 980.6199 gals.). FB4313 FB4313.The modeled gravity was interpolated from observed gravity values. FB4313 FB4313; North East Units Scale Factor Converg. FB4313;SPC NC - 173,537.513 271,532.077 MT 0.99987260 -2 08 41.8 FB4313;SPC NC - 569,347.66 890,851.49 sFT 0.99987260 -2 08 41.8 FB4313;UTM 17 - 3,902,931.424 343,866.308 MT 0.99990043 -0 59 27.4 FB4313 FB4313! - Elev Factor x Scale Factor = Combined Factor FB4313!SPC NC - 0.99990239 x 0.99987260 = 0.99977500 FB4313!UTM 17 - 0.99990239 x 0.99990043 = 0.99980283 FB4313 FB4313 SUPERSEDED SURVEY CONTROL FB4313 FB4313 NGVD 29 (09/24/98) 652.0 (m) 2139. (f) VERT ANG FB4313 FB4313.Superseded values are not recommended for survey control. FB4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4313.See file dsdata.txt to determine how the superseded data were derived. FB4313 FB4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4386602931(NAD 83) FB4313_MARKER: DH = HORIZONTAL CONTROL DISK FB4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4313_SP_SET: CONCRETE POST FB4313_STAMPING: TIMOTHY 1984 FB4313_MARK LOGO: NCGS FB4313_PROJECTION: FLUSH FB4313_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT FB4313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4313+STABILITY: SURFACE MOTION FB4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB4313+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995 FB4313 FB4313 HISTORY - Date Condition Report By FB4313 HISTORY - 1984 MONUMENTED NCGS FB4313 HISTORY - 19900220 GOOD NCGS FB4313 HISTORY - 19951120 GOOD NCGS FB4313 FB4313 STATION DESCRIPTION FB4313 FB4313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL) FB4313'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PISGAH FOREST AND FB4313'3.1 KM (1.9 MI) NORTHEAST OF BREVARD. ALONG US 64-US 276 FOR 2.25 KM FB4313'(1.40 MI) SOUTHWEST FROM THE JUNCTION WITH NC 280 (AT PISGAH FOREST), FB4313'OR 0.1 KM (0.1 MI) NORTHEAST OF SR 1592, ABOUT 500 FT (152.4 M) FB4313'NORTHEAST OF TIMOTHY METHODIST CHURCH, AT A POWER POLE. STATION IS FB4313'LOCATED 14.72 M (48.29 FT) EAST-SOUTHEAST OF THE CENTERLINE OF US FB4313'64-276 EAST BOUND, 1.04 M (3.41 FT) NORTH-NORTHEAST OF A POWER POLE FB4313'(29) WITH A REFERENCE TAG, 7.92 M (25.98 FT) SOUTH-SOUTHEAST OF A FB4313'6-INCH MAPLE, 11.43 M (37.50 FT) SOUTH-SOUTHWEST OF AN 8-INCH APPLE, FB4313'10.27 M (33.69 FT) WEST-SOUTHWEST OF A SPRUCE, AND 28.28 M (92.78 FT) FB4313'SOUTH-SOUTHWEST OF THE CENTERLINE OF AN ASPHALT DRIVE. MARK IS FLUSH FB4313'WITH GROUND AND 5 FEET HIGHER THAN THE HIGHWAY. FB4313 FB4313 STATION RECOVERY (1990) FB4313 FB4313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4313'RECOVERED IN GOOD CONDITION. FB4313 FB4313 STATION RECOVERY (1995) FB4313 FB4313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB4313'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG5641 *********************************************************************** DG5641 DESIGNATION - TRA 1 DG5641 PID - DG5641 DG5641 STATE/COUNTY- NC/TRANSYLVANIA DG5641 USGS QUAD - PISGAH FOREST (1978) DG5641 DG5641 *CURRENT SURVEY CONTROL DG5641 ___________________________________________________________________ DG5641* NAD 83(1986)- 35 15 17. (N) 082 41 53. (W) SCALED DG5641* NAVD 88 - 641.455 (meters) 2104.51 (feet) ADJUSTED DG5641 ___________________________________________________________________ DG5641 GEOID HEIGHT- -30.04 (meters) GEOID03 DG5641 DYNAMIC HT - 640.755 (meters) 2102.21 (feet) COMP DG5641 MODELED GRAV- 979,523.4 (mgal) NAVD 88 DG5641 DG5641 VERT ORDER - SECOND CLASS II DG5641 DG5641.The horizontal coordinates were scaled from a topographic map and have DG5641.an estimated accuracy of +/- 6 seconds. DG5641 DG5641.The orthometric height was determined by differential leveling DG5641.and adjusted by the National Geodetic Survey in October 2005. DG5641 DG5641.The geoid height was determined by GEOID03. DG5641 DG5641.The dynamic height is computed by dividing the NAVD 88 DG5641.geopotential number by the normal gravity value computed on the DG5641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG5641.degrees latitude (g = 980.6199 gals.). DG5641 DG5641.The modeled gravity was interpolated from observed gravity values. DG5641 DG5641; North East Units Estimated Accuracy DG5641;SPC NC - 173,190. 273,180. MT (+/- 180 meters Scaled) DG5641 DG5641 SUPERSEDED SURVEY CONTROL DG5641 DG5641.No superseded survey control is available for this station. DG5641 DG5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV455026(NAD 83) DG5641_MARKER: DB = BENCH MARK DISK DG5641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG5641_SP_SET: CONCRETE BRIDGE WHEEL GUARD DG5641_STAMPING: TRA 1 2000 DG5641_MARK LOGO: NCGS DG5641_MAGNETIC: N = NO MAGNETIC MATERIAL DG5641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG5641+STABILITY: SURFACE MOTION DG5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG5641+SATELLITE: SATELLITE OBSERVATIONS - 2000 DG5641 DG5641 HISTORY - Date Condition Report By DG5641 HISTORY - 2000 MONUMENTED NCGS DG5641 DG5641 STATION DESCRIPTION DG5641 DG5641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB) DG5641'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF BREVARD. ALONG DG5641'SR 1504 (OLD HENDERSONVILLE HIGHWAY) FOR 1.75 MI (2.82 KM) NORTHEAST DG5641'FROM US 276/64 (IN NORTH BREVARD) TO THE BRIDGE OVER THE DAVIDSON DG5641'RIVER, IN THE WHEEL GUARD AT THE NORTHWEST CORNER OF THE BRIDGE. MARK DG5641'IS ABOUT 1-FT HIGHER THAN SR 1504. LOCATED 10.0 FT (3.0 M) NORTH OF DG5641'THE CENTERLINE OF SR 1504--AND 14.0 FT (4.3 M) SOUTHEAST OF A POWER DG5641'POLE, 28.0 FT (8.5 M) NORTH-NORTHWEST OF A POWER POLE--BOTH WITH DG5641'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG5642 *********************************************************************** DG5642 DESIGNATION - TRA 2 DG5642 PID - DG5642 DG5642 STATE/COUNTY- NC/TRANSYLVANIA DG5642 USGS QUAD - PISGAH FOREST (1978) DG5642 DG5642 *CURRENT SURVEY CONTROL DG5642 ___________________________________________________________________ DG5642* NAD 83(1986)- 35 15 22. (N) 082 40 54. (W) SCALED DG5642* NAVD 88 - 640.647 (meters) 2101.86 (feet) ADJUSTED DG5642 ___________________________________________________________________ DG5642 GEOID HEIGHT- -30.09 (meters) GEOID03 DG5642 DYNAMIC HT - 639.950 (meters) 2099.57 (feet) COMP DG5642 MODELED GRAV- 979,525.6 (mgal) NAVD 88 DG5642 DG5642 VERT ORDER - SECOND CLASS II DG5642 DG5642.The horizontal coordinates were scaled from a topographic map and have DG5642.an estimated accuracy of +/- 6 seconds. DG5642 DG5642.The orthometric height was determined by differential leveling DG5642.and adjusted by the National Geodetic Survey in October 2005. DG5642 DG5642.The geoid height was determined by GEOID03. DG5642 DG5642.The dynamic height is computed by dividing the NAVD 88 DG5642.geopotential number by the normal gravity value computed on the DG5642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG5642.degrees latitude (g = 980.6199 gals.). DG5642 DG5642.The modeled gravity was interpolated from observed gravity values. DG5642 DG5642; North East Units Estimated Accuracy DG5642;SPC NC - 173,280. 274,680. MT (+/- 180 meters Scaled) DG5642 DG5642 SUPERSEDED SURVEY CONTROL DG5642 DG5642.No superseded survey control is available for this station. DG5642 DG5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV470027(NAD 83) DG5642_MARKER: DB = BENCH MARK DISK DG5642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG5642_SP_SET: CULVERT HEADWALL DG5642_STAMPING: TRA 2 2000 DG5642_MARK LOGO: NCGS DG5642_MAGNETIC: N = NO MAGNETIC MATERIAL DG5642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG5642+STABILITY: SURFACE MOTION DG5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG5642+SATELLITE: SATELLITE OBSERVATIONS - 2000 DG5642 DG5642 HISTORY - Date Condition Report By DG5642 HISTORY - 2000 MONUMENTED NCGS DG5642 DG5642 STATION DESCRIPTION DG5642 DG5642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB) DG5642'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF BREVARD. ALONG DG5642'SR 1504 (OLD HENDERSONVILLE HIGHWAY) FOR 2.85 MI (4.59 KM) NORTHEAST DG5642'FROM US 276/64 (IN NORTH BREVARD), IN THE SOUTH END OF THE WEST DG5642'HEADWALL, OR 0.15 MI (0.24 KM) NORTHEAST OF THE SUBSTATION AND DG5642'OVERHEAD HIGH TENSION POWER LINES TO A ROAD CULVERT. MARK IS ABOUT DG5642'LEVEL WITH SR 1504. LOCATED 13.5 FT (4.1 M) WEST-NORTHWEST OF THE DG5642'CENTERLINE OF SR 1504, 1.0 FT (0.3 M) NORTH-NORTHEAST OF THE SOUTH END DG5642'OF THE HEADWALL--AND 48.5 FT (14.8 M) NORTHEAST OF A POWER POLE, 125.0 DG5642'FT (38.1 M) SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FB4316 *********************************************************************** FB4316 DESIGNATION - VET FB4316 PID - FB4316 FB4316 STATE/COUNTY- NC/TRANSYLVANIA FB4316 USGS QUAD - PISGAH FOREST (1978) FB4316 FB4316 *CURRENT SURVEY CONTROL FB4316 ___________________________________________________________________ FB4316* NAD 83(1986)- 35 16 02.12504(N) 082 42 45.56212(W) ADJUSTED FB4316* NAVD 88 - 667.413 (meters) 2189.67 (feet) ADJUSTED FB4316 ___________________________________________________________________ FB4316 LAPLACE CORR- -6.80 (seconds) DEFLEC99 FB4316 GEOID HEIGHT- -29.94 (meters) GEOID03 FB4316 DYNAMIC HT - 666.681 (meters) 2187.27 (feet) COMP FB4316 MODELED GRAV- 979,515.8 (mgal) NAVD 88 FB4316 FB4316 HORZ ORDER - SECOND FB4316 VERT ORDER - SECOND CLASS II FB4316 FB4316.The North Carolina HARNS have been completed but, FB4316.due to contractual restrictions, coordinates for these stations FB4316.will NOT be published in the near future. In the interim, the FB4316.published coordinates in North Carolina will not be FB4316.consistent with the Continuously Operating Reference Stations FB4316.(CORS). The HARN coordinates for these stations are available FB4316.upon request. Contact Gary Thompson(919-733-3836). FB4316. FB4316.In addition, the published North Carolina positions FB4316.(NAD 83 (1986)) are NOT consistent with those determined in FB4316.adjacent state readjustments. The discontinuity between stations FB4316.located in North Carolina and those in adjacent states FB4316.which have been adjusted to the HARN may be as much as 5 FB4316.decimeters. This will result in a significant loss of accuracy FB4316.over lines crossing such state borders. FB4316 FB4316 FB4316.The horizontal coordinates were established by classical geodetic methods FB4316.and adjusted by the National Geodetic Survey in September 1998. FB4316 FB4316.The orthometric height was determined by differential leveling FB4316.and adjusted by the National Geodetic Survey in October 2005. FB4316 FB4316.The Laplace correction was computed from DEFLEC99 derived deflections. FB4316 FB4316.The geoid height was determined by GEOID03. FB4316 FB4316.The dynamic height is computed by dividing the NAVD 88 FB4316.geopotential number by the normal gravity value computed on the FB4316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB4316.degrees latitude (g = 980.6199 gals.). FB4316 FB4316.The modeled gravity was interpolated from observed gravity values. FB4316 FB4316; North East Units Scale Factor Converg. FB4316;SPC NC - 174,624.779 271,907.069 MT 0.99987263 -2 08 34.2 FB4316;SPC NC - 572,914.80 892,081.78 sFT 0.99987263 -2 08 34.2 FB4316;UTM 17 - 3,904,026.050 344,219.339 MT 0.99989908 -0 59 20.7 FB4316 FB4316! - Elev Factor x Scale Factor = Combined Factor FB4316!SPC NC - 0.99989995 x 0.99987263 = 0.99977259 FB4316!UTM 17 - 0.99989995 x 0.99989908 = 0.99979904 FB4316 FB4316 SUPERSEDED SURVEY CONTROL FB4316 FB4316 NGVD 29 (09/24/98) 667.5 (m) 2190. (f) VERT ANG FB4316 FB4316.Superseded values are not recommended for survey control. FB4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB4316.See file dsdata.txt to determine how the superseded data were derived. FB4316 FB4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4421904026(NAD 83) FB4316_MARKER: DE = TRAVERSE STATION DISK FB4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB4316_SP_SET: CONCRETE POST FB4316_STAMPING: VET 1985 FB4316_MARK LOGO: NCGS FB4316_PROJECTION: FLUSH FB4316_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT FB4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB4316+STABILITY: SURFACE MOTION FB4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB4316+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996 FB4316 FB4316 HISTORY - Date Condition Report By FB4316 HISTORY - 1985 MONUMENTED NCGS FB4316 HISTORY - 19900220 GOOD NCGS FB4316 HISTORY - 19961008 GOOD NCGS FB4316 FB4316 STATION DESCRIPTION FB4316 FB4316'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL) FB4316'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTHWEST OF PISGAH FB4316'FOREST AND 4.2 KM (2.6 MI) NORTHEAST OF BREVARD. ALONG US 64-US 276 FB4316'FOR 1.1 KM (0.7 MI) SOUTHWEST FROM THE JUNCTION WITH NC 280 (AT PISGAH FB4316'FOREST), IN THE MEDIAN. STATION IS LOCATED 8.02 M (26.31 FT) SOUTHEAST FB4316'OF THE CENTERLINE OF US 64-276 WEST BOUND, 8.78 M (28.81 FT) NORTHWEST FB4316'OF US 64-276 EAST BOUND, 1.64 M (5.38 FT) NORTHWEST OF A SIGN POST, FB4316'AND 8.08 M (26.51 FT) SOUTHWEST OF THE CENTER OF A CROSSOVER AT SR FB4316'1515. MARK IS FLUSH WITH GROUND AND LEVEL WITH THE HIGHWAY. FB4316 FB4316 STATION RECOVERY (1990) FB4316 FB4316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 FB4316'RECOVERED IN GOOD CONDITION. FB4316 FB4316 STATION RECOVERY (1996) FB4316 FB4316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) FB4316'RECOVERED AS DESCRIBED.