1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7894 *********************************************************************** AE7894 DESIGNATION - 24 EG 9 AE7894 PID - AE7894 AE7894 STATE/COUNTY- NC/MCDOWELL AE7894 USGS QUAD - MARION WEST (1994) AE7894 AE7894 *CURRENT SURVEY CONTROL AE7894 ___________________________________________________________________ AE7894* NAD 83(1986)- 35 41 57.69420(N) 082 02 45.09278(W) ADJUSTED AE7894* NAVD 88 - 378.667 (meters) 1242.34 (feet) ADJUSTED AE7894 ___________________________________________________________________ AE7894 LAPLACE CORR- -6.72 (seconds) DEFLEC99 AE7894 GEOID HEIGHT- -31.51 (meters) GEOID99 AE7894 DYNAMIC HT - 378.286 (meters) 1241.09 (feet) COMP AE7894 MODELED GRAV- 979,618.5 (mgal) NAVD 88 AE7894 AE7894 HORZ ORDER - SECOND AE7894 VERT ORDER - SECOND CLASS II AE7894 AE7894.The North Carolina/South Carolina HARNS have been completed but, AE7894.due to contractual restrictions, coordinates for these stations AE7894.will NOT be published in the near future. In the interim, the AE7894.published coordinates in North and South Carolina will not be AE7894.consistent with the Continuously Operating Reference Stations AE7894.(CORS). The HARN coordinates for these stations are available AE7894.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7894.Lapine(803-896-7700). AE7894. AE7894.In addition, the published North and South Carolina positions AE7894.(NAD 83 (1986)) are NOT consistent with those determined in AE7894.adjacent state readjustments. The discontinuity between stations AE7894.located in North or South Carolina and those in adjacent states AE7894.which have been adjusted to the HARN may be as much as 5 AE7894.decimeters. This will result in a significant loss of accuracy AE7894.over lines crossing such state borders. AE7894 AE7894 AE7894.The horizontal coordinates were established by classical geodetic methods AE7894.and adjusted by the National Geodetic Survey in May 1998. AE7894 AE7894.The orthometric height was determined by differential leveling AE7894.and adjusted by the National Geodetic Survey in May 1998. AE7894 AE7894.The Laplace correction was computed from DEFLEC99 derived deflections. AE7894 AE7894.The geoid height was determined by GEOID99. AE7894 AE7894.The dynamic height is computed by dividing the NAVD 88 AE7894.geopotential number by the normal gravity value computed on the AE7894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7894.degrees latitude (g = 980.6199 gals.). AE7894 AE7894.The modeled gravity was interpolated from observed gravity values. AE7894 AE7894; North East Units Scale Converg. AE7894;SPC NC - 220,473.479 334,006.749 MT 0.99990302 -1 45 28.7 AE7894;UTM 17 - 3,951,107.819 405,381.045 MT 0.99971032 -0 36 37.2 AE7894 AE7894 SUPERSEDED SURVEY CONTROL AE7894 AE7894 NGVD 29 (05/27/98) 378.72 (m) 1242.5 (f) LEVELING 3 AE7894 AE7894.Superseded values are not recommended for survey control. AE7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7894.See file dsdata.txt to determine how the superseded data were derived. AE7894 AE7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0538151108(NAD 83) AE7894_MARKER: DD = SURVEY DISK AE7894_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AE7894_STAMPING: 24 EG 9 1970 AE7894_MARK LOGO: NCDOT AE7894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AE7894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7894 AE7894 HISTORY - Date Condition Report By AE7894 HISTORY - 1970 MONUMENTED NCDOT AE7894 HISTORY - 19860101 GOOD NCGS AE7894 HISTORY - 20031010 MARK NOT FOUND MAC AE7894 AE7894 STATION DESCRIPTION AE7894 AE7894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AE7894'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST-NORTHEAST OF PLESANT AE7894'GARDENS, AND 3.8 KM (2.35 MI) NORTHWEST OF MARION. ALONG US 7O FOR AE7894'1.04 KM (0.65 MI) SOUTHWEST FROM THE US 221-NC 226 BYPASS TO SR 1197 AE7894'(ROBY CONLEY ROAD), ON THE EAST SIDE OF THE JUNCTION. MARK IS RECESSED AE7894'ABOUT 2 INCHES BELOW THE GROUND AND IS 1-FOOT LOWER THAN THE HIGHWAY. AE7894'LOCATED 11.73 M (38.48 FT) SOUTHEAST FROM THE CENTERLINE OF US 7O, AE7894'9.06 M (29.72 FT) EAST-NORTHEAST FROM A CHISLED SQUARE IN THE AE7894'SOUTHEAST CORNER OF HEADWALL, AND 11.60 M (38.06 FT) NORTH FROM A AE7894'POWER POLE (32/26) WITH REFERENCE TAG. AE7894 AE7894 STATION RECOVERY (2003) AE7894 AE7894'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7894'PERFORMED INSTRUMENT SEARCH AND COULD NOT LOCATE. MARK WAS PROBABLY AE7894'DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7896 *********************************************************************** AE7896 DESIGNATION - BOBBY AE7896 PID - AE7896 AE7896 STATE/COUNTY- NC/MCDOWELL AE7896 USGS QUAD - MARION WEST (1994) AE7896 AE7896 *CURRENT SURVEY CONTROL AE7896 ___________________________________________________________________ AE7896* NAD 83(1986)- 35 41 30.10762(N) 082 03 16.07657(W) ADJUSTED AE7896* NAVD 88 - 387.43 (meters) 1271.1 (feet) N HEIGHT AE7896 ___________________________________________________________________ AE7896 LAPLACE CORR- -6.89 (seconds) DEFLEC99 AE7896 GEOID HEIGHT- -31.49 (meters) GEOID99 AE7896 DYNAMIC HT - 387.04 (meters) 1269.8 (feet) COMP AE7896 MODELED GRAV- 979,619.9 (mgal) NAVD 88 AE7896 AE7896 HORZ ORDER - SECOND AE7896 VERT ORDER - THIRD AE7896 AE7896.The North Carolina/South Carolina HARNS have been completed but, AE7896.due to contractual restrictions, coordinates for these stations AE7896.will NOT be published in the near future. In the interim, the AE7896.published coordinates in North and South Carolina will not be AE7896.consistent with the Continuously Operating Reference Stations AE7896.(CORS). The HARN coordinates for these stations are available AE7896.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7896.Lapine(803-896-7700). AE7896. AE7896.In addition, the published North and South Carolina positions AE7896.(NAD 83 (1986)) are NOT consistent with those determined in AE7896.adjacent state readjustments. The discontinuity between stations AE7896.located in North or South Carolina and those in adjacent states AE7896.which have been adjusted to the HARN may be as much as 5 AE7896.decimeters. This will result in a significant loss of accuracy AE7896.over lines crossing such state borders. AE7896 AE7896 AE7896.The horizontal coordinates were established by classical geodetic methods AE7896.and adjusted by the National Geodetic Survey in May 1998. AE7896 AE7896.The orthometric height was determined by differential leveling AE7896.and adjusted by the National Geodetic Survey in May 1998. AE7896.The height was determined by precise leveling from only one NSRS AE7896.bench mark. This was not adequate "tie leveling" to NSRS and was AE7896.allowed ONLY to validate the GPS-derived height. AE7896 AE7896.The Laplace correction was computed from DEFLEC99 derived deflections. AE7896 AE7896.The geoid height was determined by GEOID99. AE7896 AE7896.The dynamic height is computed by dividing the NAVD 88 AE7896.geopotential number by the normal gravity value computed on the AE7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7896.degrees latitude (g = 980.6199 gals.). AE7896 AE7896.The modeled gravity was interpolated from observed gravity values. AE7896 AE7896; North East Units Scale Converg. AE7896;SPC NC - 219,647.663 333,202.100 MT 0.99990199 -1 45 46.6 AE7896;UTM 17 - 3,950,266.213 404,593.249 MT 0.99971217 -0 36 54.9 AE7896 AE7896 SUPERSEDED SURVEY CONTROL AE7896 AE7896 NGVD 29 (05/27/98) 387.51 (m) 1271.4 (f) LEVELING 3 AE7896 AE7896.Superseded values are not recommended for survey control. AE7896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7896.See file dsdata.txt to determine how the superseded data were derived. AE7896 AE7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0459350266(NAD 83) AE7896_MARKER: DH = HORIZONTAL CONTROL DISK AE7896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7896_STAMPING: BOBBY 1986 AE7896_MARK LOGO: NCGS AE7896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7896+STABILITY: SURFACE MOTION AE7896 AE7896 HISTORY - Date Condition Report By AE7896 HISTORY - 1986 MONUMENTED NCGS AE7896 HISTORY - 20031010 MARK NOT FOUND MAC AE7896 AE7896 STATION DESCRIPTION AE7896 AE7896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AE7896'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF PLEASANT GARDENS, AE7896'AND 4.2 KM (2.60 MI) WEST OF MARION. ALONG US 70 FOR 0.7 KM (0.45 MI) AE7896'EAST FROM NC 80, OR 1.0 KM (0.60 MI) SOUTHWEST FROM THE CATAWBA RIVER AE7896'BRIDGE, ON THE EAST SIDE OF A CONCRETE BLOCK BUILDING. MARK IS FLUSH AE7896'WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 28.2 M (92.5 FT) AE7896'SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 22.31 M (73.20 FT) AE7896'EAST FROM THE NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING--AND AE7896'10.12 M (33.20 FT) NORTH FROM A POWER POLE WITH TRANSFORMER, 12.59 M AE7896'(41.31 FT) SOUTH FROM A LIGHT POLE--BOTH WITH REFERENCE TAGS. AE7896 AE7896 STATION RECOVERY (2003) AE7896 AE7896'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7896'PERFORMED INSTRUMENT SEARCH AND WAS UNABLE TO LOCATE. BELIEVE MARK AE7896'WAS DESTROYED BY PARKING LOT CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7895 *********************************************************************** AE7895 DESIGNATION - CLOSET AE7895 PID - AE7895 AE7895 STATE/COUNTY- NC/MCDOWELL AE7895 USGS QUAD - MARION WEST (1994) AE7895 AE7895 *CURRENT SURVEY CONTROL AE7895 ___________________________________________________________________ AE7895* NAD 83(1986)- 35 41 35.80587(N) 082 03 06.20985(W) ADJUSTED AE7895* NAVD 88 - 384.790 (meters) 1262.43 (feet) ADJUSTED AE7895 ___________________________________________________________________ AE7895 LAPLACE CORR- -6.80 (seconds) DEFLEC99 AE7895 GEOID HEIGHT- -31.50 (meters) GEOID99 AE7895 DYNAMIC HT - 384.404 (meters) 1261.17 (feet) COMP AE7895 MODELED GRAV- 979,619.5 (mgal) NAVD 88 AE7895 AE7895 HORZ ORDER - SECOND AE7895 VERT ORDER - SECOND CLASS II AE7895 AE7895.The North Carolina/South Carolina HARNS have been completed but, AE7895.due to contractual restrictions, coordinates for these stations AE7895.will NOT be published in the near future. In the interim, the AE7895.published coordinates in North and South Carolina will not be AE7895.consistent with the Continuously Operating Reference Stations AE7895.(CORS). The HARN coordinates for these stations are available AE7895.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7895.Lapine(803-896-7700). AE7895. AE7895.In addition, the published North and South Carolina positions AE7895.(NAD 83 (1986)) are NOT consistent with those determined in AE7895.adjacent state readjustments. The discontinuity between stations AE7895.located in North or South Carolina and those in adjacent states AE7895.which have been adjusted to the HARN may be as much as 5 AE7895.decimeters. This will result in a significant loss of accuracy AE7895.over lines crossing such state borders. AE7895 AE7895 AE7895.The horizontal coordinates were established by classical geodetic methods AE7895.and adjusted by the National Geodetic Survey in May 1998. AE7895 AE7895.The orthometric height was determined by differential leveling AE7895.and adjusted by the National Geodetic Survey in May 1998. AE7895 AE7895.The Laplace correction was computed from DEFLEC99 derived deflections. AE7895 AE7895.The geoid height was determined by GEOID99. AE7895 AE7895.The dynamic height is computed by dividing the NAVD 88 AE7895.geopotential number by the normal gravity value computed on the AE7895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7895.degrees latitude (g = 980.6199 gals.). AE7895 AE7895.The modeled gravity was interpolated from observed gravity values. AE7895 AE7895; North East Units Scale Converg. AE7895;SPC NC - 219,815.557 333,455.430 MT 0.99990220 -1 45 40.9 AE7895;UTM 17 - 3,950,439.115 404,843.118 MT 0.99971158 -0 36 49.2 AE7895 AE7895 SUPERSEDED SURVEY CONTROL AE7895 AE7895 NGVD 29 (05/27/98) 384.85 (m) 1262.6 (f) LEVELING 3 AE7895 AE7895.Superseded values are not recommended for survey control. AE7895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7895.See file dsdata.txt to determine how the superseded data were derived. AE7895 AE7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0484350439(NAD 83) AE7895_MARKER: DH = HORIZONTAL CONTROL DISK AE7895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7895_STAMPING: CLOSET 1986 AE7895_MARK LOGO: NCGS AE7895_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7895+STABILITY: SURFACE MOTION AE7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7895+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003 AE7895 AE7895 HISTORY - Date Condition Report By AE7895 HISTORY - 1986 MONUMENTED NCGS AE7895 HISTORY - 20031010 GOOD MAC AE7895 AE7895 STATION DESCRIPTION AE7895 AE7895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AE7895'STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) EAST OF PLEASANT GARDENS, AE7895'AND 4.0 KM (2.50 MI) WEST-NORTHWEST OF MARION. ALONG US 70 FOR 1.9 KM AE7895'(1.20 MI) SOUTHWEST FROM THE US 221 AND NC 226 BYPASS, OR 0.7 KM (0.45 AE7895'MI) SOUTHWEST FROM THE US 70 BRIDGE OVER THE CATAWBA RIVER, AT AN AE7895'ENTRANCE TO A RECREATION FIELD. MARK IS FLUSH WITH GROUND AND 1-FOOT AE7895'LOWER THAN HIGHWAY. LOCATED 7.3 M (24.0 FT) SOUTHEAST FROM THE AE7895'CENTERLINE OF THE HIGHWAY, 1.68 M (5.51 FT) SOUTHWEST FROM THE AE7895'CENTERLINE OF A GRAVEL DRIVE, 32.0 M (105.0 FT) EAST OF THE EAST END AE7895'OF A DRIVE CULVERT TO A MINI STORAGE FACILITY, 19.39 M (63.62 FT) AE7895'EAST-SOUTHEAST FROM THE CORNER POST OF A CHAIN LINK FENCE (ACROSS AE7895'HIGHWAY), AND 10.8 M (35.4 FT) NORTHWEST OF A UTILITY POLE WITH AE7895'REFERENCE TAG. AE7895 AE7895 STATION RECOVERY (2003) AE7895 AE7895'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7895'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7913 *********************************************************************** AE7913 DESIGNATION - MCD 31 AE7913 PID - AE7913 AE7913 STATE/COUNTY- NC/MCDOWELL AE7913 USGS QUAD - MARION WEST (1994) AE7913 AE7913 *CURRENT SURVEY CONTROL AE7913 ___________________________________________________________________ AE7913* NAD 83(1986)- 35 41 47. (N) 082 02 56. (W) SCALED AE7913* NAVD 88 - 380.695 (meters) 1249.00 (feet) ADJUSTED AE7913 ___________________________________________________________________ AE7913 GEOID HEIGHT- -31.50 (meters) GEOID99 AE7913 DYNAMIC HT - 380.313 (meters) 1247.74 (feet) COMP AE7913 MODELED GRAV- 979,618.9 (mgal) NAVD 88 AE7913 AE7913 VERT ORDER - SECOND CLASS II AE7913 AE7913.The horizontal coordinates were scaled from a topographic map and have AE7913.an estimated accuracy of +/- 6 seconds. AE7913 AE7913.The orthometric height was determined by differential leveling AE7913.and adjusted by the National Geodetic Survey in May 1998. AE7913 AE7913.The geoid height was determined by GEOID99. AE7913 AE7913.The dynamic height is computed by dividing the NAVD 88 AE7913.geopotential number by the normal gravity value computed on the AE7913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7913.degrees latitude (g = 980.6199 gals.). AE7913 AE7913.The modeled gravity was interpolated from observed gravity values. AE7913 AE7913; North East Units Estimated Accuracy AE7913;SPC NC - 220,150. 333,720. MT (+/- 180 meters Scaled) AE7913 AE7913 SUPERSEDED SURVEY CONTROL AE7913 AE7913.No superseded survey control is available for this station. AE7913 AE7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV051507(NAD 83) AE7913_MARKER: DB = BENCH MARK DISK AE7913_SETTING: 37 = BRIDGE WINGWALL AE7913_STAMPING: MCD 31 1989 AE7913_MARK LOGO: NCGS AE7913_MAGNETIC: N = NO MAGNETIC MATERIAL AE7913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE7913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7913+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003 AE7913 AE7913 HISTORY - Date Condition Report By AE7913 HISTORY - 1989 MONUMENTED NCGS AE7913 HISTORY - 20031010 GOOD MAC AE7913 AE7913 STATION DESCRIPTION AE7913 AE7913'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (PAC) AE7913'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST-NORTHWEST OF MARION. AE7913'ALONG US 70 FOR 0.24 KM (0.15 MI) SOUTHWEST FROM THE CATAWBA RIVER AE7913'BRIDGE TO ANOTHER BRIDGE (ABOUT 150 FEET (45.7 M) EAST OF SR AE7913'1432--MAJOR CONLEY ROAD), IN THE NORTHWEST WINGWALL OF THE SOUTHWEST AE7913'ABUTMENT. MARK IS FLUSH IN A DRILL HOLE IN A CONCRETE WINGWALL, AND AE7913'ABOUT LEVEL WITH HIGHWAY. LOCATED 5.8 M (19.0 FT) WEST-SOUTHWEST OF AE7913'THE CENTERLINE OF HIGHWAY, AND 0.6 M (2.0 FT) WEST-SOUTHWEST OF AE7913'CONCRETE BRIDGE RAIL. AE7913 AE7913 STATION RECOVERY (2003) AE7913 AE7913'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7913'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7898 *********************************************************************** AE7898 DESIGNATION - PLEASANT GARDENS AE7898 PID - AE7898 AE7898 STATE/COUNTY- NC/MCDOWELL AE7898 USGS QUAD - MARION WEST (1994) AE7898 AE7898 *CURRENT SURVEY CONTROL AE7898 ___________________________________________________________________ AE7898* NAD 83(1986)- 35 41 26.86167(N) 082 04 16.24897(W) ADJUSTED AE7898* NAVD 88 - 400.437 (meters) 1313.77 (feet) ADJUSTED AE7898 ___________________________________________________________________ AE7898 LAPLACE CORR- -7.87 (seconds) DEFLEC99 AE7898 GEOID HEIGHT- -31.41 (meters) GEOID99 AE7898 DYNAMIC HT - 400.036 (meters) 1312.45 (feet) COMP AE7898 MODELED GRAV- 979,619.8 (mgal) NAVD 88 AE7898 AE7898 HORZ ORDER - SECOND AE7898 VERT ORDER - SECOND CLASS II AE7898 AE7898.The North Carolina/South Carolina HARNS have been completed but, AE7898.due to contractual restrictions, coordinates for these stations AE7898.will NOT be published in the near future. In the interim, the AE7898.published coordinates in North and South Carolina will not be AE7898.consistent with the Continuously Operating Reference Stations AE7898.(CORS). The HARN coordinates for these stations are available AE7898.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7898.Lapine(803-896-7700). AE7898. AE7898.In addition, the published North and South Carolina positions AE7898.(NAD 83 (1986)) are NOT consistent with those determined in AE7898.adjacent state readjustments. The discontinuity between stations AE7898.located in North or South Carolina and those in adjacent states AE7898.which have been adjusted to the HARN may be as much as 5 AE7898.decimeters. This will result in a significant loss of accuracy AE7898.over lines crossing such state borders. AE7898 AE7898 AE7898.The horizontal coordinates were established by classical geodetic methods AE7898.and adjusted by the National Geodetic Survey in May 1998. AE7898 AE7898.The orthometric height was determined by differential leveling AE7898.and adjusted by the National Geodetic Survey in May 1998. AE7898 AE7898.The Laplace correction was computed from DEFLEC99 derived deflections. AE7898 AE7898.The geoid height was determined by GEOID99. AE7898 AE7898.The dynamic height is computed by dividing the NAVD 88 AE7898.geopotential number by the normal gravity value computed on the AE7898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7898.degrees latitude (g = 980.6199 gals.). AE7898 AE7898.The modeled gravity was interpolated from observed gravity values. AE7898 AE7898; North East Units Scale Converg. AE7898;SPC NC - 219,594.345 331,686.984 MT 0.99990187 -1 46 21.3 AE7898;UTM 17 - 3,950,182.575 403,079.789 MT 0.99971575 -0 37 30.0 AE7898 AE7898 SUPERSEDED SURVEY CONTROL AE7898 AE7898 NGVD 29 (05/27/98) 400.52 (m) 1314.0 (f) LEVELING 3 AE7898 AE7898.Superseded values are not recommended for survey control. AE7898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7898.See file dsdata.txt to determine how the superseded data were derived. AE7898 AE7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0308050183(NAD 83) AE7898_MARKER: DH = HORIZONTAL CONTROL DISK AE7898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7898_STAMPING: PLEASANT GARDENS 1986 AE7898_MARK LOGO: NCGS AE7898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7898+STABILITY: SURFACE MOTION AE7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7898+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003 AE7898 AE7898 HISTORY - Date Condition Report By AE7898 HISTORY - 1986 MONUMENTED NCGS AE7898 HISTORY - 20031010 GOOD MAC AE7898 AE7898 STATION DESCRIPTION AE7898 AE7898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AE7898'STATION IS LOCATED IN PLEASANT GARDENS, ABOUT 5.7 KM (3.55 MI) WEST OF AE7898'MARION. ACROSS THE HIGHWAY FROM THE PLEASANT GARDENS SCHOOL, IN THE AE7898'SOUTHEAST QUADRANT OF US 70 AND SR 1222 (POPLAR STREET). MARK IS AE7898'RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 5.1 M AE7898'(16.7 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 46.0 M (150.9 FT) AE7898'EAST OF THE T-INTERSECTION--AND 0.91 M (2.99 FT) NORTHWEST OF AE7898'TELEPHONE POLE (NO 27), 12.8 M (42.0 FT) WEST-NORTHWEST FROM AN AE7898'18-INCH MAPLE, 31.09 M (102.00 FT) EAST FROM A TELEPHONE POLE WITH AE7898'PEDESTAL--ALL WITH REFERENCE TAGS. AE7898 AE7898 STATION RECOVERY (2003) AE7898 AE7898'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7898'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7887 *********************************************************************** AE7887 DESIGNATION - ROBY AE7887 PID - AE7887 AE7887 STATE/COUNTY- NC/MCDOWELL AE7887 USGS QUAD - MARION WEST (1994) AE7887 AE7887 *CURRENT SURVEY CONTROL AE7887 ___________________________________________________________________ AE7887* NAD 83(1986)- 35 41 57.62094(N) 082 02 46.14443(W) ADJUSTED AE7887* NAVD 88 - 380.096 (meters) 1247.03 (feet) ADJUSTED AE7887 ___________________________________________________________________ AE7887 LAPLACE CORR- -6.74 (seconds) DEFLEC99 AE7887 GEOID HEIGHT- -31.51 (meters) GEOID99 AE7887 DYNAMIC HT - 379.714 (meters) 1245.78 (feet) COMP AE7887 MODELED GRAV- 979,618.5 (mgal) NAVD 88 AE7887 AE7887 HORZ ORDER - SECOND AE7887 VERT ORDER - SECOND CLASS II AE7887 AE7887.The North Carolina/South Carolina HARNS have been completed but, AE7887.due to contractual restrictions, coordinates for these stations AE7887.will NOT be published in the near future. In the interim, the AE7887.published coordinates in North and South Carolina will not be AE7887.consistent with the Continuously Operating Reference Stations AE7887.(CORS). The HARN coordinates for these stations are available AE7887.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7887.Lapine(803-896-7700). AE7887. AE7887.In addition, the published North and South Carolina positions AE7887.(NAD 83 (1986)) are NOT consistent with those determined in AE7887.adjacent state readjustments. The discontinuity between stations AE7887.located in North or South Carolina and those in adjacent states AE7887.which have been adjusted to the HARN may be as much as 5 AE7887.decimeters. This will result in a significant loss of accuracy AE7887.over lines crossing such state borders. AE7887 AE7887 AE7887.The horizontal coordinates were established by classical geodetic methods AE7887.and adjusted by the National Geodetic Survey in May 1998. AE7887 AE7887.The orthometric height was determined by differential leveling AE7887.and adjusted by the National Geodetic Survey in May 1998. AE7887 AE7887.The Laplace correction was computed from DEFLEC99 derived deflections. AE7887 AE7887.The geoid height was determined by GEOID99. AE7887 AE7887.The dynamic height is computed by dividing the NAVD 88 AE7887.geopotential number by the normal gravity value computed on the AE7887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7887.degrees latitude (g = 980.6199 gals.). AE7887 AE7887.The modeled gravity was interpolated from observed gravity values. AE7887 AE7887; North East Units Scale Converg. AE7887;SPC NC - 220,472.033 333,980.256 MT 0.99990302 -1 45 29.3 AE7887;UTM 17 - 3,951,105.843 405,354.592 MT 0.99971038 -0 36 37.8 AE7887 AE7887 SUPERSEDED SURVEY CONTROL AE7887 AE7887 NGVD 29 (05/27/98) 380.16 (m) 1247.2 (f) LEVELING 3 AE7887 AE7887.Superseded values are not recommended for survey control. AE7887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7887.See file dsdata.txt to determine how the superseded data were derived. AE7887 AE7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0535551106(NAD 83) AE7887_MARKER: DH = HORIZONTAL CONTROL DISK AE7887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7887_STAMPING: ROBY 1986 AE7887_MARK LOGO: NCGS AE7887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7887+STABILITY: SURFACE MOTION AE7887 AE7887 HISTORY - Date Condition Report By AE7887 HISTORY - 1986 MONUMENTED NCGS AE7887 HISTORY - 20031010 MARK NOT FOUND MAC AE7887 AE7887 STATION DESCRIPTION AE7887 AE7887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AE7887'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST-NORTHEAST OF PLEASANT AE7887'GARDENS, AND 3.9 KM (2.40 MI) WEST-NORTHWEST OF MARION. ALONG US 70 AE7887'FOR 1.04 KM (0.65 MI) SOUTHWEST FROM THE US 221-NC 226 BYPASS, IN AE7887'NORTHWEST SHOULDER OF HIGHWAY AND ABOUT ON PROLONGATION OF THE AE7887'CENTERLINE OF SR 1197 (ROBY CONLEY ROAD). MARK IS RECESSED 2 INCHES AE7887'BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 5.5 M (18.0 FT) NORTHWEST AE7887'FROM THE CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT) WEST-NORTHWEST OF AE7887'THE SOUTH HEADWALL OF SMALL HIGHWAY CULVERT, 1.28 M (4.20 FT) AE7887'SOUTHEAST FROM A TELEPHONE SERVICE POLE WITH A REFERENCE TAG, AND AE7887'102.72 M (337.01 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE US 70 AE7887'BRIDGE OVER THE CATAWBA RIVER. AE7887 AE7887 STATION RECOVERY (2003) AE7887 AE7887'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7887'PERFORMED INSTRUMENT SEARCH AND COULD NOT LOCATE. MARK WAS PROBABLY AE7887'DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE7897 *********************************************************************** AE7897 DESIGNATION - SIENA AE7897 PID - AE7897 AE7897 STATE/COUNTY- NC/MCDOWELL AE7897 USGS QUAD - MARION WEST (1994) AE7897 AE7897 *CURRENT SURVEY CONTROL AE7897 ___________________________________________________________________ AE7897* NAD 83(1986)- 35 41 32.01114(N) 082 03 40.85558(W) ADJUSTED AE7897* NAVD 88 - 384.608 (meters) 1261.83 (feet) ADJUSTED AE7897 ___________________________________________________________________ AE7897 LAPLACE CORR- -7.37 (seconds) DEFLEC99 AE7897 GEOID HEIGHT- -31.46 (meters) GEOID99 AE7897 DYNAMIC HT - 384.222 (meters) 1260.57 (feet) COMP AE7897 MODELED GRAV- 979,619.6 (mgal) NAVD 88 AE7897 AE7897 HORZ ORDER - SECOND AE7897 VERT ORDER - SECOND CLASS II AE7897 AE7897.The North Carolina/South Carolina HARNS have been completed but, AE7897.due to contractual restrictions, coordinates for these stations AE7897.will NOT be published in the near future. In the interim, the AE7897.published coordinates in North and South Carolina will not be AE7897.consistent with the Continuously Operating Reference Stations AE7897.(CORS). The HARN coordinates for these stations are available AE7897.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7897.Lapine(803-896-7700). AE7897. AE7897.In addition, the published North and South Carolina positions AE7897.(NAD 83 (1986)) are NOT consistent with those determined in AE7897.adjacent state readjustments. The discontinuity between stations AE7897.located in North or South Carolina and those in adjacent states AE7897.which have been adjusted to the HARN may be as much as 5 AE7897.decimeters. This will result in a significant loss of accuracy AE7897.over lines crossing such state borders. AE7897 AE7897 AE7897.The horizontal coordinates were established by classical geodetic methods AE7897.and adjusted by the National Geodetic Survey in May 1998. AE7897 AE7897.The orthometric height was determined by differential leveling AE7897.and adjusted by the National Geodetic Survey in May 1998. AE7897 AE7897.The Laplace correction was computed from DEFLEC99 derived deflections. AE7897 AE7897.The geoid height was determined by GEOID99. AE7897 AE7897.The dynamic height is computed by dividing the NAVD 88 AE7897.geopotential number by the normal gravity value computed on the AE7897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7897.degrees latitude (g = 980.6199 gals.). AE7897 AE7897.The modeled gravity was interpolated from observed gravity values. AE7897 AE7897; North East Units Scale Converg. AE7897;SPC NC - 219,725.483 332,581.257 MT 0.99990206 -1 46 00.9 AE7897;UTM 17 - 3,950,331.569 403,971.089 MT 0.99971363 -0 37 09.4 AE7897 AE7897 SUPERSEDED SURVEY CONTROL AE7897 AE7897 NGVD 29 (05/27/98) 384.69 (m) 1262.1 (f) LEVELING 3 AE7897 AE7897.Superseded values are not recommended for survey control. AE7897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7897.See file dsdata.txt to determine how the superseded data were derived. AE7897 AE7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0397150332(NAD 83) AE7897_MARKER: DH = HORIZONTAL CONTROL DISK AE7897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7897_STAMPING: SIENA 1986 AE7897_MARK LOGO: NCGS AE7897_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7897+STABILITY: SURFACE MOTION AE7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7897+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003 AE7897 AE7897 HISTORY - Date Condition Report By AE7897 HISTORY - 1986 MONUMENTED NCGS AE7897 HISTORY - 20031010 GOOD MAC AE7897 AE7897 STATION DESCRIPTION AE7897 AE7897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL) AE7897'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST OF PLEASANT GARDENS, AE7897'AND 4.8 KM (3.00 MI) WEST OF MARION. ON THE NORTH SIDE OF US 70 AE7897'BETWEEN NC 80 (LAKE TAHOMA ROAD) AND SR 1221 (RESISTOFLEX ROAD). MARK AE7897'IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 8.99 M (29.49 FT) AE7897'NORTH FROM THE CENTERLINE OF HIGHWAY, 58.06 M (190.49 FT) AE7897'EAST-NORTHEAST FROM CENTERLINE INTERSECTION WITH NC 80, 8.99 M (29.49 AE7897'FT) WEST FROM THE CENTERLINE OF ASPHALT DRIVE, 8.93 M (29.30 FT) AE7897'WEST-NORTHWEST FROM THE CENTER OF A STEEL DRAINAGE GRATE, 1.30 M (4.27 AE7897'FT) SOUTH A WATER METER, 11.44 M (37.53 FT) SOUTHEAST FROM A METAL AE7897'SIGN POLE, 14.02 M (46.00 FT) SOUTH FROM A 40-INCH MAPLE, 14.2 M (46.6 AE7897'FT) WEST-SOUTHWEST FROM A POWER POLE WITH TRANSFORMER AND REFERENCE AE7897'TAG. AE7897 AE7897 STATION RECOVERY (2003) AE7897 AE7897'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN) AE7897'RECOVERED IN GOOD CONDITION.