1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DF8024 *********************************************************************** DF8024 DESIGNATION - GLENN DF8024 PID - DF8024 DF8024 STATE/COUNTY- NC/ROWAN DF8024 USGS QUAD - CHINA GROVE (1987) DF8024 DF8024 *CURRENT SURVEY CONTROL DF8024 ___________________________________________________________________ DF8024* NAD 83(1986)- 35 31 07.80497(N) 080 34 40.40229(W) ADJUSTED DF8024* NAVD 88 - 206.6 (meters) 678. (feet) GPS OBS DF8024 ___________________________________________________________________ DF8024 LAPLACE CORR- 2.56 (seconds) DEFLEC99 DF8024 GEOID HEIGHT- -30.88 (meters) GEOID99 DF8024 DF8024 HORZ ORDER - FIRST DF8024 DF8024.The North Carolina/South Carolina HARNS have been completed but, DF8024.due to contractual restrictions, coordinates for these stations DF8024.will NOT be published in the near future. In the interim, the DF8024.published coordinates in North and South Carolina will not be DF8024.consistent with the Continuously Operating Reference Stations DF8024.(CORS). The HARN coordinates for these stations are available DF8024.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF8024.Lapine(803-896-7700). DF8024. DF8024.In addition, the published North and South Carolina positions DF8024.(NAD 83 (1986)) are NOT consistent with those determined in DF8024.adjacent state readjustments. The discontinuity between stations DF8024.located in North or South Carolina and those in adjacent states DF8024.which have been adjusted to the HARN may be as much as 5 DF8024.decimeters. This will result in a significant loss of accuracy DF8024.over lines crossing such state borders. DF8024 DF8024 DF8024.The horizontal coordinates were established by GPS observations DF8024.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2003. DF8024 DF8024.The orthometric height was determined by GPS observations and a DF8024.high-resolution geoid model. DF8024 DF8024.The Laplace correction was computed from DEFLEC99 derived deflections. DF8024 DF8024.The geoid height was determined by GEOID99. DF8024 DF8024; North East Units Scale Converg. DF8024;SPC NC - 197,355.133 466,496.403 MT 0.99988342 -0 54 38.6 DF8024;UTM 17 - 3,930,664.240 538,273.682 MT 0.99961805 +0 14 42.9 DF8024 DF8024 SUPERSEDED SURVEY CONTROL DF8024 DF8024.No superseded survey control is available for this station. DF8024 DF8024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3827430664(NAD 83) DF8024_MARKER: Z = SEE DESCRIPTION DF8024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF8024_MARK LOGO: NC1040 DF8024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF8024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF8024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF8024+SATELLITE: SATELLITE OBSERVATIONS - 1991 DF8024 DF8024 HISTORY - Date Condition Report By DF8024 HISTORY - 1991 MONUMENTED CONE+S DF8024 DF8024 STATION DESCRIPTION DF8024 DF8024'DESCRIBED BY CONCORD ENGINEERING AND SURVEYING INCO 1991 DF8024'THE STATION WAS SEARCHED FOR BUT NOT FOUND ON 2-13-02. DF8024'STATION IS LOCATED NE OF KANNAPOLIS DF8024'FROM THE INTERSECTION OF LANE STREET AND CHINA GROVE ROAD, GO DF8024'NORTHERLY ALONG CHINA GROVE ROAD 1.15 MI (1.85 KM) TO STATION ON THE DF8024'RIGHT. STATION IS LOCATED 5.6 FEET (1.7 M) EAST OF EDGE OF PAVEMENT OF DF8024'CHINA GROVE ROAD, 33.2 FEET (10.1 M) SW OF POWERPOLE. DF8024'STATION MARK IS A 2-INCH BRASS DISK STAMPED CITY OF CONCORD GPS DF8024'CONTROL GLENN 1991 SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH DF8024'THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AE4572 *********************************************************************** AE4572 DESIGNATION - KANNAPOLIS RM 3 AE4572 PID - AE4572 AE4572 STATE/COUNTY- NC/ROWAN AE4572 USGS QUAD - CHINA GROVE (1987) AE4572 AE4572 *CURRENT SURVEY CONTROL AE4572 ___________________________________________________________________ AE4572* NAD 83(1986)- 35 30 23.86562(N) 080 36 47.46681(W) ADJUSTED AE4572* NAVD 88 - 251.1 (meters) 824. (feet) GPS OBS AE4572 ___________________________________________________________________ AE4572 LAPLACE CORR- 1.31 (seconds) DEFLEC99 AE4572 GEOID HEIGHT- -30.90 (meters) GEOID99 AE4572 AE4572 HORZ ORDER - FIRST AE4572 AE4572.The North Carolina/South Carolina HARNS have been completed but, AE4572.due to contractual restrictions, coordinates for these stations AE4572.will NOT be published in the near future. In the interim, the AE4572.published coordinates in North and South Carolina will not be AE4572.consistent with the Continuously Operating Reference Stations AE4572.(CORS). The HARN coordinates for these stations are available AE4572.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE4572.Lapine(803-896-7700). AE4572. AE4572.In addition, the published North and South Carolina positions AE4572.(NAD 83 (1986)) are NOT consistent with those determined in AE4572.adjacent state readjustments. The discontinuity between stations AE4572.located in North or South Carolina and those in adjacent states AE4572.which have been adjusted to the HARN may be as much as 5 AE4572.decimeters. This will result in a significant loss of accuracy AE4572.over lines crossing such state borders. AE4572 AE4572 AE4572.The horizontal coordinates were established by GPS observations AE4572.and adjusted by the National Geodetic Survey in September 1997. AE4572 AE4572.The orthometric height was determined by GPS observations and a AE4572.high-resolution geoid model. AE4572 AE4572.The Laplace correction was computed from DEFLEC99 derived deflections. AE4572 AE4572.The geoid height was determined by GEOID99. AE4572 AE4572; North East Units Scale Converg. AE4572;SPC NC - 196,052.734 463,273.577 MT 0.99988245 -0 55 51.9 AE4572;UTM 17 - 3,929,297.460 535,078.636 MT 0.99961516 +0 13 28.8 AE4572 AE4572|---------------------------------------------------------------------| AE4572| PID Reference Object Distance Geod. Az | AE4572| dddmmss.s | AE4572| DF8023 DUNCAN 325.715 METERS 18114 | AE4572|---------------------------------------------------------------------| AE4572 AE4572 SUPERSEDED SURVEY CONTROL AE4572 AE4572 NGVD 29 (11/20/97) 251.3 (m) 824. (f) GPS OBS AE4572 AE4572.Superseded values are not recommended for survey control. AE4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE4572.See file dsdata.txt to determine how the superseded data were derived. AE4572 AE4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3507929297(NAD 83) AE4572_MARKER: DR = REFERENCE MARK DISK AE4572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE4572_STAMPING: KANNAPOLIS NO 3 1990 AE4572_MARK LOGO: NGS AE4572_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE4572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE4572+STABILITY: SURFACE MOTION AE4572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE4572+SATELLITE: SATELLITE OBSERVATIONS - December 24, 1991 AE4572 AE4572 HISTORY - Date Condition Report By AE4572 HISTORY - 1990 MONUMENTED NCGS AE4572 HISTORY - 19911224 GOOD NCGS AE4572 AE4572 STATION DESCRIPTION AE4572 AE4572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE4572'STATION IS LOCATED IN KANNAPOLIS. PROCEED ALONG US 29-601 FOR 0.1 MI AE4572'(0.2 KM) NORTH FROM THE CABARRUS-ROWAN COUNTY LINE, THENCE WEST FOR AE4572'0.2 MI (0.3 KM) ALONG WOODLAWN STREET TO THE STATION, ON THE NORTH AE4572'SIDE OF THE STREET IN THE EDGE OF A LARGE OPEN FIELD. MARK IS ABOUT 1 AE4572'FOOT HIGHER THAN THE STREET AND FLUSH WITH GROUND. LOCATED 41.7 FT AE4572'(12.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF WOODLAWN STREET, 174.2 AE4572'FT (53.1 M) WEST-NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, AE4572'237.7 FT (72.5 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL AE4572'BUILDING, 282.32 FT (86.05 M) EAST OF THE NORTH END OF A CULVERT UNDER AE4572'THE ROAD--AND 89.4 FT (27.2 M) WEST OF A LIGHT POLE, 193.47 FT (58.97 AE4572'M) SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. AE4572 AE4572 STATION RECOVERY (1991) AE4572 AE4572'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS) AE4572'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DF8025 *********************************************************************** DF8025 DESIGNATION - MOOSE DF8025 PID - DF8025 DF8025 STATE/COUNTY- NC/ROWAN DF8025 USGS QUAD - CHINA GROVE (1987) DF8025 DF8025 *CURRENT SURVEY CONTROL DF8025 ___________________________________________________________________ DF8025* NAD 83(1986)- 35 30 57.54848(N) 080 32 52.95211(W) ADJUSTED DF8025* NAVD 88 - 236.8 (meters) 777. (feet) GPS OBS DF8025 ___________________________________________________________________ DF8025 LAPLACE CORR- 2.84 (seconds) DEFLEC99 DF8025 GEOID HEIGHT- -30.82 (meters) GEOID99 DF8025 DF8025 HORZ ORDER - FIRST DF8025 DF8025.The North Carolina/South Carolina HARNS have been completed but, DF8025.due to contractual restrictions, coordinates for these stations DF8025.will NOT be published in the near future. In the interim, the DF8025.published coordinates in North and South Carolina will not be DF8025.consistent with the Continuously Operating Reference Stations DF8025.(CORS). The HARN coordinates for these stations are available DF8025.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF8025.Lapine(803-896-7700). DF8025. DF8025.In addition, the published North and South Carolina positions DF8025.(NAD 83 (1986)) are NOT consistent with those determined in DF8025.adjacent state readjustments. The discontinuity between stations DF8025.located in North or South Carolina and those in adjacent states DF8025.which have been adjusted to the HARN may be as much as 5 DF8025.decimeters. This will result in a significant loss of accuracy DF8025.over lines crossing such state borders. DF8025 DF8025 DF8025.The horizontal coordinates were established by GPS observations DF8025.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2003. DF8025 DF8025.The orthometric height was determined by GPS observations and a DF8025.high-resolution geoid model. DF8025 DF8025.The Laplace correction was computed from DEFLEC99 derived deflections. DF8025 DF8025.The geoid height was determined by GEOID99. DF8025 DF8025; North East Units Scale Converg. DF8025;SPC NC - 196,996.489 469,198.215 MT 0.99988319 -0 53 36.5 DF8025;UTM 17 - 3,930,360.257 540,981.466 MT 0.99962070 +0 15 45.2 DF8025 DF8025 SUPERSEDED SURVEY CONTROL DF8025 DF8025.No superseded survey control is available for this station. DF8025 DF8025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4098130360(NAD 83) DF8025_MARKER: DD = SURVEY DISK DF8025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF8025_STAMPING: MOOSE 1991 DF8025_MARK LOGO: NC1040 DF8025_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF8025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF8025+STABILITY: SURFACE MOTION DF8025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF8025+SATELLITE: SATELLITE OBSERVATIONS - 1991 DF8025 DF8025 HISTORY - Date Condition Report By DF8025 HISTORY - 1991 MONUMENTED CONE+S DF8025 DF8025 STATION DESCRIPTION DF8025 DF8025'DESCRIBED BY CONCORD ENGINEERING AND SURVEYING INCO 1991 DF8025'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) EAST OF KANNAPOLIS AND 1.6 MI DF8025'(2.6 KM) SOUTHWEST OF ROCKWELL. DF8025'PROCEED ALONG NC 152 FOR 2.4 MI (3.9 KM) EAST FROM I-85 (EXIT 68), DF8025'THENCE SOUTH FOR 2.85 MI (4.59 KM) ALONG SR 1002 (OLD CONCORD ROAD), DF8025'THENCE WEST FOR 0.3 MI (0.5 KM) ALONG SR 1221 (OLD BEATTY FORD ROAD), DF8025'THENCE SOUTHWEST FOR 0.75 MI (1.21 KM) ALONG SR 1308 (MOOSE ROAD) TO DF8025'THE STATION NORTH ALONG THE CENTERLINE EXTENSION OF A GRAVEL DRIVE ON DF8025'THE SOUTH SIDE OF ROAD. DF8025'MARK IS ABOUT LEVEL WITH SR 1308 AND RECESSED 2 INCHES BELOW THE DF8025'GROUND. LOCATED 17.5 FT (5.3 M) NORTH OF THE CENTERLINE OF SR 1308, DF8025'94.0 FT (28.7 M) NORTHWEST OF THE WEST END OF A 12-INCH RCP UNDER DF8025'CONCRETE DRIVE, 259.4 FT (79.1 M) EAST OF A TELEPHONE PEDESTAL, 155.7 DF8025'FT (47.5 M) WEST OF THE WEST END OF A 12-INCH RCP UNDER A GRAVEL DRIVE DF8025'AND 49.3 FT (15.0 M) NORTH-NORTHEAST OF A POWER POLE WITH A REFERENCE DF8025'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AE4512 *********************************************************************** AE4512 DESIGNATION - ORGAN AE4512 PID - AE4512 AE4512 STATE/COUNTY- NC/ROWAN AE4512 USGS QUAD - ROCKWELL (1987) AE4512 AE4512 *CURRENT SURVEY CONTROL AE4512 ___________________________________________________________________ AE4512* NAD 83(1986)- 35 31 43.54442(N) 080 27 02.40875(W) ADJUSTED AE4512* NAVD 88 - 236.89 (meters) 777.2 (feet) LEVELING AE4512 ___________________________________________________________________ AE4512 LAPLACE CORR- 3.40 (seconds) DEFLEC99 AE4512 GEOID HEIGHT- -30.64 (meters) GEOID99 AE4512 AE4512 HORZ ORDER - FIRST AE4512 VERT ORDER - THIRD ? AE4512 AE4512.The North Carolina/South Carolina HARNS have been completed but, AE4512.due to contractual restrictions, coordinates for these stations AE4512.will NOT be published in the near future. In the interim, the AE4512.published coordinates in North and South Carolina will not be AE4512.consistent with the Continuously Operating Reference Stations AE4512.(CORS). The HARN coordinates for these stations are available AE4512.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE4512.Lapine(803-896-7700). AE4512. AE4512.In addition, the published North and South Carolina positions AE4512.(NAD 83 (1986)) are NOT consistent with those determined in AE4512.adjacent state readjustments. The discontinuity between stations AE4512.located in North or South Carolina and those in adjacent states AE4512.which have been adjusted to the HARN may be as much as 5 AE4512.decimeters. This will result in a significant loss of accuracy AE4512.over lines crossing such state borders. AE4512 AE4512 AE4512.The horizontal coordinates were established by GPS observations AE4512.and adjusted by the National Geodetic Survey in September 1997. AE4512 AE4512.The orthometric height was determined by differential leveling. AE4512.The vertical network tie was performed by a horz. field party for horz. AE4512.obs reductions. Reset procedures were used to establish the elevation. AE4512 AE4512.The Laplace correction was computed from DEFLEC99 derived deflections. AE4512 AE4512.The geoid height was determined by GEOID99. AE4512 AE4512; North East Units Scale Converg. AE4512;SPC NC - 198,280.355 478,049.745 MT 0.99988424 -0 50 14.2 AE4512;UTM 17 - 3,931,822.103 549,803.006 MT 0.99963056 +0 19 09.2 AE4512 AE4512 SUPERSEDED SURVEY CONTROL AE4512 AE4512 NGVD 29 (11/20/97) 237.1 (m) 778. (f) GPS OBS AE4512 AE4512.Superseded values are not recommended for survey control. AE4512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE4512.See file dsdata.txt to determine how the superseded data were derived. AE4512 AE4512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4980331822(NAD 83) AE4512_MARKER: DH = HORIZONTAL CONTROL DISK AE4512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE4512_STAMPING: ORGAN 1990 AE4512_MARK LOGO: NCGS AE4512_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE4512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE4512+STABILITY: SURFACE MOTION AE4512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE4512+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001 AE4512 AE4512 HISTORY - Date Condition Report By AE4512 HISTORY - 1990 MONUMENTED NCGS AE4512 HISTORY - 20010806 GOOD NCGS AE4512 AE4512 STATION DESCRIPTION AE4512 AE4512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE4512'STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH OF SALISBURY AND 2.8 AE4512'MI (4.5 KM) SOUTHWEST OF ROCKWELL. ALONG SR 1006 (ORGAN CHURCH ROAD) AE4512'FOR 1.4 MI (2.3 KM) SOUTH FROM NC 152, ON THE NORTH SIDE OF THE ROAD AE4512'AND ON PROLONGATION OF THE NORTH SIDE OF ORGAN CHURCH. MARK IS ABOUT AE4512'LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 30.5 FT AE4512'(9.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1006, 91.2 FT (27.8 M) AE4512'SOUTH-SOUTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT, 81.0 FT (24.7 AE4512'M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE STEP RAIL, AE4512'97.8 FT (29.8 M) NORTH OF THE NORTH SIDE OF THE CHURCH SIGN, AND AE4512'137.63 FT (41.95 M) NORTHEAST OF A TELEPHONE PEDESTAL. AE4512 AE4512 STATION RECOVERY (2001) AE4512 AE4512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG) AE4512'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AB6836 *********************************************************************** AB6836 CBN - This is a Cooperative Base Network Control Station. AB6836 DESIGNATION - PHANIEL AB6836 PID - AB6836 AB6836 STATE/COUNTY- NC/ROWAN AB6836 USGS QUAD - CHINA GROVE (1987) AB6836 AB6836 *CURRENT SURVEY CONTROL AB6836 ___________________________________________________________________ AB6836* NAD 83(1986)- 35 31 08.88935(N) 080 30 16.61473(W) ADJUSTED AB6836* NAVD 88 - 235.00 (meters) 771.0 (feet) LEVELING AB6836 ___________________________________________________________________ AB6836 LAPLACE CORR- 3.78 (seconds) DEFLEC99 AB6836 GEOID HEIGHT- -30.74 (meters) GEOID99 AB6836 AB6836 HORZ ORDER - FIRST AB6836 VERT ORDER - THIRD AB6836 AB6836.The North Carolina/South Carolina HARNS have been completed but, AB6836.due to contractual restrictions, coordinates for these stations AB6836.will NOT be published in the near future. In the interim, the AB6836.published coordinates in North and South Carolina will not be AB6836.consistent with the Continuously Operating Reference Stations AB6836.(CORS). The HARN coordinates for these stations are available AB6836.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6836.Lapine(803-896-7700). AB6836. AB6836.In addition, the published North and South Carolina positions AB6836.(NAD 83 (1986)) are NOT consistent with those determined in AB6836.adjacent state readjustments. The discontinuity between stations AB6836.located in North or South Carolina and those in adjacent states AB6836.which have been adjusted to the HARN may be as much as 5 AB6836.decimeters. This will result in a significant loss of accuracy AB6836.over lines crossing such state borders. AB6836 AB6836 AB6836.The horizontal coordinates were established by GPS observations AB6836.and adjusted by the National Geodetic Survey in September 1997. AB6836 AB6836.The orthometric height was determined by differential leveling. AB6836.The vertical network tie was performed by a horz. field party for horz. AB6836.obs reductions. Reset procedures were used to establish the elevation. AB6836 AB6836.The Laplace correction was computed from DEFLEC99 derived deflections. AB6836 AB6836.The geoid height was determined by GEOID99. AB6836 AB6836; North East Units Scale Converg. AB6836;SPC NC - 197,285.368 473,141.915 MT 0.99988344 -0 52 06.3 AB6836;UTM 17 - 3,930,728.553 544,917.508 MT 0.99962486 +0 17 16.1 AB6836 AB6836 SUPERSEDED SURVEY CONTROL AB6836 AB6836 NAD 83(1986)- 35 31 08.88802(N) 080 30 16.61462(W) AD( ) 1 AB6836 NGVD 29 (11/20/97) 235.2 (m) 772. (f) H LEVEL AB6836 AB6836.Superseded values are not recommended for survey control. AB6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6836.See file dsdata.txt to determine how the superseded data were derived. AB6836 AB6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4491830729(NAD 83) AB6836_MARKER: DH = HORIZONTAL CONTROL DISK AB6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6836_STAMPING: PHANIEL 1990 AB6836_MARK LOGO: NCGS AB6836_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB6836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6836+STABILITY: SURFACE MOTION AB6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6836+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001 AB6836 AB6836 HISTORY - Date Condition Report By AB6836 HISTORY - 1990 MONUMENTED NCGS AB6836 HISTORY - 19931115 GOOD NCGS AB6836 HISTORY - 19980310 GOOD NCGS AB6836 HISTORY - 20010806 GOOD NCGS AB6836 AB6836 STATION DESCRIPTION AB6836 AB6836'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AB6836'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF CHINA GROVE AND AB6836'10.4 MI (16.7 KM) SOUTH OF SALISBURY. PROCEED ALONG SR 2559 (ROCK AB6836'GROVE ROAD) FOR 0.3 MI (0.5 KM) SOUTH FROM NC 152, THENCE SOUTH FOR AB6836'2.25 MI (3.62 KM) ALONG SR 2569 (PHANIEL CHURCH ROAD) TO STATION ON AB6836'THE EAST DITCH BANK, OR 0.3 MI (0.5 KM) NORTH OF SR 1221 (OLD BEATTY AB6836'FORD ROAD). MARK IS 2 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. AB6836'LOCATED 29.5 FT (9.0 M) EAST OF THE CENTERLINE OF SR 2569, 7.05 FT AB6836'(2.15 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NO 3, 2.6 FT (0.8 M) AB6836'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 18.4 FT (5.6 M) AB6836'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. AB6836 AB6836 STATION RECOVERY (1993) AB6836 AB6836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) AB6836'RECOVERED AS DESCRIBED. AB6836 AB6836 STATION RECOVERY (1998) AB6836 AB6836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 AB6836'RECOVERED AS DESCRIBED. AB6836 AB6836 STATION RECOVERY (2001) AB6836 AB6836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG) AB6836'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AE4573 *********************************************************************** AE4573 DESIGNATION - PHANIEL AZ MK AE4573 PID - AE4573 AE4573 STATE/COUNTY- NC/ROWAN AE4573 USGS QUAD - CHINA GROVE (1987) AE4573 AE4573 *CURRENT SURVEY CONTROL AE4573 ___________________________________________________________________ AE4573* NAD 83(1986)- 35 30 53.18255(N) 080 30 10.62778(W) ADJUSTED AE4573* NAVD 88 - 237.1 (meters) 778. (feet) VERTCON AE4573 ___________________________________________________________________ AE4573 LAPLACE CORR- 3.90 (seconds) DEFLEC99 AE4573 GEOID HEIGHT- -30.73 (meters) GEOID99 AE4573 AE4573 HORZ ORDER - SECOND AE4573 AE4573.The North Carolina/South Carolina HARNS have been completed but, AE4573.due to contractual restrictions, coordinates for these stations AE4573.will NOT be published in the near future. In the interim, the AE4573.published coordinates in North and South Carolina will not be AE4573.consistent with the Continuously Operating Reference Stations AE4573.(CORS). The HARN coordinates for these stations are available AE4573.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE4573.Lapine(803-896-7700). AE4573. AE4573.In addition, the published North and South Carolina positions AE4573.(NAD 83 (1986)) are NOT consistent with those determined in AE4573.adjacent state readjustments. The discontinuity between stations AE4573.located in North or South Carolina and those in adjacent states AE4573.which have been adjusted to the HARN may be as much as 5 AE4573.decimeters. This will result in a significant loss of accuracy AE4573.over lines crossing such state borders. AE4573 AE4573 AE4573.The horizontal coordinates were established by classical geodetic methods AE4573.and adjusted by the National Geodetic Survey in November 1997. AE4573 AE4573.The NAVD 88 height was computed by applying the VERTCON shift value to AE4573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE4573 AE4573.The Laplace correction was computed from DEFLEC99 derived deflections. AE4573 AE4573.The geoid height was determined by GEOID99. AE4573 AE4573; North East Units Scale Converg. AE4573;SPC NC - 196,799.120 473,285.404 MT 0.99988309 -0 52 02.9 AE4573;UTM 17 - 3,930,245.424 545,070.739 MT 0.99962503 +0 17 19.5 AE4573 AE4573 SUPERSEDED SURVEY CONTROL AE4573 AE4573 NGVD 29 (11/20/97) 237.4 (m) 779. (f) H LEVEL AE4573 AE4573.Superseded values are not recommended for survey control. AE4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE4573.See file dsdata.txt to determine how the superseded data were derived. AE4573 AE4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4507130245(NAD 83) AE4573_MARKER: DZ = AZIMUTH MARK DISK AE4573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE4573_STAMPING: PHANIEL 1990 AE4573_MARK LOGO: NCGS AE4573_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE4573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE4573+STABILITY: SURFACE MOTION AE4573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE4573+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001 AE4573 AE4573 HISTORY - Date Condition Report By AE4573 HISTORY - 1990 MONUMENTED NCGS AE4573 HISTORY - 20010806 GOOD NCGS AE4573 AE4573 STATION DESCRIPTION AE4573 AE4573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS) AE4573'STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH OF SALISBURY AND 5.6 AE4573'MI (9.0 KM) SOUTHEAST OF CHINA GROVE. PROCEED ALONG SR 2559 (ROCK AE4573'GROVE ROAD) FOR 0.3 MI (0.5 KM) SOUTH FROM NC 152, THENCE SOUTH FOR AE4573'2.55 MI (4.10 KM) ALONG SR 2569 (PHANIEL CHURCH ROAD) TO SR 1221 (OLD AE4573'BEATTY FORD ROAD) AND THE STATION, IN THE SOUTHEAST QUADRANT OF THE AE4573'CROSSROADS, AT THE PHANIEL BAPTIST CHURCH SIGN. MARK IS ABOUT 2 FEET AE4573'LOWER THAN THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 24.3 FT AE4573'(7.4 M) SOUTHEAST OF THE CENTERLINE OF SR 1221, 106.0 FT (32.3 M) AE4573'EAST-NORTHEAST OF THE CENTERLINE INTERSECTION OF SR 1221 AND SR 2569, AE4573'52.8 FT (16.1 M) NORTHEAST OF THE SOUTH END OF A CULVERT UNDER SR AE4573'1221, 53.5 FT (16.3 M) EAST-SOUTHEAST OF THE NORTH END OF A CULVERT AE4573'UNDER OF SR 1221, 7.2 FT (2.2 M) NORTHWEST OF THE NORTH END OF THE AE4573'BRICK CHURCH SIGN, AND 65.3 FT (19.9 M) NORTH-NORTHEAST OF A TELEPHONE AE4573'POLE WITH A REFERENCE TAG. AE4573 AE4573 STATION RECOVERY (2001) AE4573 AE4573'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG) AE4573'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FA0138 *********************************************************************** FA0138 DESIGNATION - Q 49 FA0138 PID - FA0138 FA0138 STATE/COUNTY- NC/ROWAN FA0138 USGS QUAD - ROCKWELL (1987) FA0138 FA0138 *CURRENT SURVEY CONTROL FA0138 ___________________________________________________________________ FA0138* NAD 83(1986)- 35 33 03. (N) 080 24 31. (W) SCALED FA0138* NAVD 88 - 235.344 (meters) 772.12 (feet) ADJUSTED FA0138 ___________________________________________________________________ FA0138 GEOID HEIGHT- -30.61 (meters) GEOID99 FA0138 DYNAMIC HT - 235.137 (meters) 771.45 (feet) COMP FA0138 MODELED GRAV- 979,748.7 (mgal) NAVD 88 FA0138 FA0138 VERT ORDER - SECOND CLASS 0 FA0138 FA0138.The horizontal coordinates were scaled from a topographic map and have FA0138.an estimated accuracy of +/- 6 seconds. FA0138 FA0138.The orthometric height was determined by differential leveling FA0138.and adjusted by the National Geodetic Survey in June 1991. FA0138 FA0138.The geoid height was determined by GEOID99. FA0138 FA0138.The dynamic height is computed by dividing the NAVD 88 FA0138.geopotential number by the normal gravity value computed on the FA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA0138.degrees latitude (g = 980.6199 gals.). FA0138 FA0138.The modeled gravity was interpolated from observed gravity values. FA0138 FA0138; North East Units Estimated Accuracy FA0138;SPC NC - 200,670. 481,900. MT (+/- 180 meters Scaled) FA0138 FA0138 SUPERSEDED SURVEY CONTROL FA0138 FA0138 NGVD 29 (??/??/92) 235.591 (m) 772.93 (f) ADJ UNCH 2 0 FA0138 FA0138.Superseded values are not recommended for survey control. FA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA0138.See file dsdata.txt to determine how the superseded data were derived. FA0138 FA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV536342(NAD 83) FA0138_MARKER: DB = BENCH MARK DISK FA0138_SETTING: 34 = WALL FA0138_STAMPING: Q 49 1933 FA0138_MARK LOGO: CGS FA0138_MAGNETIC: N = NO MAGNETIC MATERIAL FA0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA0138+STABILITY: SURFACE MOTION FA0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA0138+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001 FA0138 FA0138 HISTORY - Date Condition Report By FA0138 HISTORY - 1933 MONUMENTED CGS FA0138 HISTORY - 1965 GOOD NGS FA0138 HISTORY - 19880512 GOOD NCGS FA0138 HISTORY - 20010806 GOOD NCGS FA0138 FA0138 STATION DESCRIPTION FA0138 FA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 FA0138'AT ROCKWELL. FA0138'SET VERTICALLY IN THE FRONT WALL OF THE ROCKWELL CASKET COMPANY FA0138'OFFICE, ABOUT 500 FEET NORTHWEST OF THE YADKIN RAILROAD STATION, FA0138'66 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 5 FEET ABOVE FA0138'THE GROUND, 5 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING FA0138'AND 1 FOOT NORTHWEST OF THE DOORWAY. NOTE-- THE YADKIN RAILROAD FA0138'IS NOW THE CAROLINA AND NORTHWESTERN RAILWAY. FA0138 FA0138 STATION RECOVERY (1988) FA0138 FA0138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS) FA0138'RECOVERED AS DESCRIBED. FA0138 FA0138 STATION RECOVERY (2001) FA0138 FA0138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG) FA0138'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FA0139 *********************************************************************** FA0139 DESIGNATION - R 49 FA0139 PID - FA0139 FA0139 STATE/COUNTY- NC/ROWAN FA0139 USGS QUAD - ROCKWELL (1987) FA0139 FA0139 *CURRENT SURVEY CONTROL FA0139 ___________________________________________________________________ FA0139* NAD 83(1986)- 35 33 04. (N) 080 24 24. (W) SCALED FA0139* NAVD 88 - 239.196 (meters) 784.76 (feet) ADJUSTED FA0139 ___________________________________________________________________ FA0139 GEOID HEIGHT- -30.61 (meters) GEOID99 FA0139 DYNAMIC HT - 238.986 (meters) 784.07 (feet) COMP FA0139 MODELED GRAV- 979,748.9 (mgal) NAVD 88 FA0139 FA0139 VERT ORDER - SECOND CLASS 0 FA0139 FA0139.The horizontal coordinates were scaled from a topographic map and have FA0139.an estimated accuracy of +/- 6 seconds. FA0139 FA0139.The orthometric height was determined by differential leveling FA0139.and adjusted by the National Geodetic Survey in June 1991. FA0139 FA0139.The geoid height was determined by GEOID99. FA0139 FA0139.The dynamic height is computed by dividing the NAVD 88 FA0139.geopotential number by the normal gravity value computed on the FA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA0139.degrees latitude (g = 980.6199 gals.). FA0139 FA0139.The modeled gravity was interpolated from observed gravity values. FA0139 FA0139; North East Units Estimated Accuracy FA0139;SPC NC - 200,700. 482,080. MT (+/- 180 meters Scaled) FA0139 FA0139 SUPERSEDED SURVEY CONTROL FA0139 FA0139 NGVD 29 (??/??/92) 239.443 (m) 785.57 (f) ADJ UNCH 2 0 FA0139 FA0139.Superseded values are not recommended for survey control. FA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA0139.See file dsdata.txt to determine how the superseded data were derived. FA0139 FA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV537343(NAD 83) FA0139_MARKER: DB = BENCH MARK DISK FA0139_SETTING: 34 = WALL FA0139_STAMPING: R 49 1933 FA0139_MARK LOGO: CGS FA0139_MAGNETIC: N = NO MAGNETIC MATERIAL FA0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA0139+STABILITY: SURFACE MOTION FA0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FA0139+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001 FA0139 FA0139 HISTORY - Date Condition Report By FA0139 HISTORY - 1933 MONUMENTED CGS FA0139 HISTORY - 1965 GOOD NGS FA0139 HISTORY - 19880512 GOOD NCGS FA0139 HISTORY - 20010806 GOOD NCGS FA0139 FA0139 STATION DESCRIPTION FA0139 FA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 FA0139'AT ROCKWELL. FA0139'SET VERTICALLY IN THE SOUTHWEST WALL OF THE BANK OF ROCKWELL, FA0139'18 FEET NORTHWEST OF THE SOUTH CORNER AND 3 FEET ABOVE THE GROUND, FA0139'255 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE YADKIN RAILROAD FA0139'TRACK, 72 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 52 AND 21 FA0139'FEET NORTHEAST OF THE CENTER OF DEPOT STREET (PAVED). NOTE-- THE FA0139'YADKIN RAILROAD IS NOW THE CAROLINA AND NORTHWESTERN RAILWAY. FA0139 FA0139 STATION RECOVERY (1988) FA0139 FA0139'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS) FA0139'RECOVERED AS DESCRIBED. FA0139 FA0139 STATION RECOVERY (2001) FA0139 FA0139'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG) FA0139'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. FA0139'THE BUILDING IS NO LONGER THE BANK OF ROCKWELL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FA1789 *********************************************************************** FA1789 DESIGNATION - ROCKWELL SOUTH BASE FA1789 PID - FA1789 FA1789 STATE/COUNTY- NC/ROWAN FA1789 USGS QUAD - ROCKWELL (1987) FA1789 FA1789 *CURRENT SURVEY CONTROL FA1789 ___________________________________________________________________ FA1789* NAD 83(1986)- 35 33 21.46816(N) 080 24 50.38261(W) ADJUSTED FA1789* NAVD 88 - 241.5 (meters) 792. (feet) GPS OBS FA1789 ___________________________________________________________________ FA1789 LAPLACE CORR- 2.62 (seconds) DEFLEC99 FA1789 GEOID HEIGHT- -30.63 (meters) GEOID99 FA1789 FA1789 HORZ ORDER - FIRST FA1789 FA1789.The North Carolina/South Carolina HARNS have been completed but, FA1789.due to contractual restrictions, coordinates for these stations FA1789.will NOT be published in the near future. In the interim, the FA1789.published coordinates in North and South Carolina will not be FA1789.consistent with the Continuously Operating Reference Stations FA1789.(CORS). The HARN coordinates for these stations are available FA1789.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1789.Lapine(803-896-7700). FA1789. FA1789.In addition, the published North and South Carolina positions FA1789.(NAD 83 (1986)) are NOT consistent with those determined in FA1789.adjacent state readjustments. The discontinuity between stations FA1789.located in North or South Carolina and those in adjacent states FA1789.which have been adjusted to the HARN may be as much as 5 FA1789.decimeters. This will result in a significant loss of accuracy FA1789.over lines crossing such state borders. FA1789 FA1789 FA1789.The horizontal coordinates were established by GPS observations FA1789.and adjusted by the National Geodetic Survey in September 1997. FA1789 FA1789.The orthometric height was determined by GPS observations and a FA1789.high-resolution geoid model. FA1789 FA1789.The Laplace correction was computed from DEFLEC99 derived deflections. FA1789 FA1789.The geoid height was determined by GEOID99. FA1789 FA1789; North East Units Scale Converg. FA1789;SPC NC - 201,249.688 481,418.211 MT 0.99988664 -0 48 58.0 FA1789;UTM 17 - 3,934,858.061 553,110.009 MT 0.99963476 +0 20 26.8 FA1789 FA1789: Primary Azimuth Mark Grid Az FA1789:SPC NC - ROCKWELL SOUTH BASE AZ MK 347 31 37.5 FA1789:UTM 17 - ROCKWELL SOUTH BASE AZ MK 346 22 12.7 FA1789 FA1789|---------------------------------------------------------------------| FA1789| PID Reference Object Distance Geod. Az | FA1789| dddmmss.s | FA1789| FA1787 ROCKWELL MUNICIPAL TANK APPROX. 0.9 KM 1314332.3 | FA1789| AE4532 LINKS 302.048 METERS 23921 | FA1789| FA4315 ROCKWELL SOUTH BASE RM 1 62.969 METERS 24710 | FA1789| FA4314 ROCKWELL SOUTH BASE AZ MK APPROX. 2.2 KM 3464239.5 | FA1789| FA4316 ROCKWELL SOUTH BASE RM 2 33.177 METERS 35421 | FA1789|---------------------------------------------------------------------| FA1789 FA1789 SUPERSEDED SURVEY CONTROL FA1789 FA1789 NAD 83(1986)- 35 33 21.46816(N) 080 24 50.38261(W) AD( ) 1 FA1789 NAD 27 - 35 33 20.96100(N) 080 24 51.17200(W) AD( ) 1 FA1789 NGVD 29 (11/20/97) 241.8 (m) 793. (f) GPS OBS FA1789 FA1789.Superseded values are not recommended for survey control. FA1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1789.See file dsdata.txt to determine how the superseded data were derived. FA1789 FA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5311034858(NAD 83) FA1789_MARKER: DS = TRIANGULATION STATION DISK FA1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1789_STAMPING: ROCKWELL S BASE 1948 FA1789_MARK LOGO: CGS FA1789_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1789+STABILITY: SURFACE MOTION FA1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1789+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1994 FA1789 FA1789 HISTORY - Date Condition Report By FA1789 HISTORY - 1948 MONUMENTED CGS FA1789 HISTORY - 1960 MARK NOT FOUND USGS FA1789 HISTORY - 1965 MARK NOT FOUND CGS FA1789 HISTORY - 19890628 GOOD NCGS FA1789 HISTORY - 19940127 GOOD NCGS FA1789 FA1789 STATION DESCRIPTION FA1789 FA1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB) FA1789'STATION IS LOCATED IN THE NORTH SECTION OF ROCKWELL ON THE FA1789'SOUTHEAST CORNER OF THE ROCKWELL HIGH SCHOOL GROUNDS. IT IS FA1789'86 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY NO. 52 FA1789'AND DIRT ROAD WEST, 62 FEET WEST OF THE CENTER OF HIGHWAY AND FA1789'52 FEET NORTH OF THE CENTER OF THE DIRT ROAD. THE MARK IS FA1789'FLUSH AND THE DISK IS STAMPED ROCKWELL S BASE 1948. FA1789' FA1789'REFERENCE MARK NO. 1 IS 206.65 FEET SOUTHWEST OF THE FA1789'STATION. IT IS 42 FEET SOUTH OF THE CONCRETE STEPS AT THE FA1789'SOUTHEAST ENTRANCE OF SCHOOL, 26 FEET EAST OF A FLAGPOLE AND FA1789'8 INCHES WEST OF THE EAST EDGE OF THE SIDE WALK. THE DISK IS FA1789'SET FLUSH IN A DRILLHOLE IN THE CONCRETE WALK AT THE SOUTHEAST FA1789'ENTRANCE TO SCHOOL AND IS STAMPED ROCKWELL S BASE NO 1 1948. FA1789' FA1789'REFERENCE MARK NO. 2 IS 108.85 FEET NORTH OF THE STATION. THE FA1789'DISK IS SET FLUSH IN A DRILLHOLE IN THE WEST END OF A CONCRETE FA1789'ABUTMENT OF A CULVERT AND IS STAMPED ROCKWELL S BASE NO 2 1948. FA1789' FA1789'THE AZIMUTH MARK IS 1.1 MILE NORTHWEST OF THE STATION. IT IS FA1789'75 FEET NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 52 FA1789'AND GRAVEL CROSSROAD, 30 FEET WEST OF A POWER POLE AND 25 FEET FA1789'EAST OF THE CENTER OF HIGHWAY. THE MARK IS FLUSH AND THE DISK FA1789'IS STAMPED ROCKWELL S BASE 1948. FA1789' FA1789'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. FA1789'HIGHWAY 52 FOR 1.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS FA1789'DESCRIBED. FA1789' FA1789'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS. FA1789 FA1789 STATION RECOVERY (1960) FA1789 FA1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 FA1789'THIS STATION WAS NOT FOUND. MARK IS PROBABLY COVERED AS THIS FA1789'SECTION OF SCHOOL GROUNDS HAS BEEN FILLED IN WITH FA1789'DIRT. REFERENCE MARK 1 WAS FOUND AND IS IN GOOD FA1789'CONDITION. REFERENCE MARK 2 HAS BEEN COVERED BY WIDENING OF FA1789'THE HIGHWAY. FA1789 FA1789 STATION RECOVERY (1965) FA1789 FA1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS) FA1789'R.M. 1 AND THE AZIMUTH MARK ONLY WERE RECOVERED. MEASUREMENTS FA1789'WERE TAKEN FROM RM 1 AND THE ROADS, AND ALSO THE CULVERT WHICH FA1789'NO LONGER HAS A HEADER THAT CONTAINED RM2, AND THE STATION MARK FA1789'WAS DUG AND PROBED FOR WITHOUT RESULTS. DUE TO CHANGES IN THE FA1789'ROAD AND THE POSSIBILITY OF A CHANGE IN THE LOCATION OF THE FA1789'CULVERT, THE MARK MAY STILL EXIST UNDER HARD-PACKED EARTH. FA1789' FA1789'AZIMUTH MARK IS IN THE NORTHEAST QUADRANT OF HIGHWAY 52 AND FA1789'GOLD KNOB ROAD. FA1789 FA1789 STATION RECOVERY (1989) FA1789 FA1789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (DRS) FA1789'STATION MARK AND REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION, FA1789'REFERENCE MARK 2 WAS NOT FOUND. THE AZIMUTH MARK WAS FOUND PROJECTING FA1789'ABOUT 1 FOOT WITH ARROW POINTING ABOUT 35 DEGREES WEST FROM THE FA1789'STATION. DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING ADDITIONS. FA1789'MARK IS ABOUT 3 FEET LOWER THAN THE HIGHWAY AND IS RECESSED 7 INCHES FA1789'BELOW GROUND. LOCATED 59.0 FT (18.0 M) WEST-SOUTHWEST OF THE FA1789'CENTERLINE OF NC 52, 55.0 FT (16.8 M) NORTH-NORTHWEST OF THE FA1789'CENTERLINE OF SR 2332 (LINK STREET), 191.7 FT (58.4 M) EAST OF THE FA1789'SOUTHEAST CORNER OF SCHOOL BUILDING, 111.2 FT (33.9 M) SOUTH-SOUTHEAST FA1789'OF A METAL DRAIN COVER--AND 39.0 FT (11.9 M) WEST OF A POWER POLE, FA1789'102.2 FT (31.2 M) SOUTH OF A POWER POLE--BOTH WITH REFERENCE TAGS. FA1789 FA1789 STATION RECOVERY (1994) FA1789 FA1789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FA1789'RECOVERED AS DESCRIBED.