1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FX4109 *********************************************************************** FX4109 CBN - This is a Cooperative Base Network Control Station. FX4109 DESIGNATION - KNIGHT FX4109 PID - FX4109 FX4109 STATE/COUNTY- NC/NORTHAMPTON FX4109 USGS QUAD - BOYKINS (1979) FX4109 FX4109 *CURRENT SURVEY CONTROL FX4109 ___________________________________________________________________ FX4109* NAD 83(1986)- 36 32 46.77744(N) 077 11 29.46806(W) ADJUSTED FX4109* NAVD 88 - 9.219 (meters) 30.25 (feet) ADJUSTED FX4109 ___________________________________________________________________ FX4109 LAPLACE CORR- -4.01 (seconds) DEFLEC99 FX4109 GEOID HEIGHT- -34.71 (meters) GEOID99 FX4109 DYNAMIC HT - 9.212 (meters) 30.22 (feet) COMP FX4109 MODELED GRAV- 979,867.5 (mgal) NAVD 88 FX4109 FX4109 HORZ ORDER - FIRST FX4109 VERT ORDER - SECOND CLASS I FX4109 FX4109.The North Carolina/South Carolina HARNS have been completed but, FX4109.due to contractual restrictions, coordinates for these stations FX4109.will NOT be published in the near future. In the interim, the FX4109.published coordinates in North and South Carolina will not be FX4109.consistent with the Continuously Operating Reference Stations FX4109.(CORS). The HARN coordinates for these stations are available FX4109.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX4109.Lapine(803-896-7700). FX4109. FX4109.In addition, the published North and South Carolina positions FX4109.(NAD 83 (1986)) are NOT consistent with those determined in FX4109.adjacent state readjustments. The discontinuity between stations FX4109.located in North or South Carolina and those in adjacent states FX4109.which have been adjusted to the HARN may be as much as 5 FX4109.decimeters. This will result in a significant loss of accuracy FX4109.over lines crossing such state borders. FX4109 FX4109 FX4109.The horizontal coordinates were established by GPS observations FX4109.and adjusted by the National Geodetic Survey in July 1986. FX4109 FX4109.The orthometric height was determined by differential leveling FX4109.and adjusted by the National Geodetic Survey in April 2001. FX4109 FX4109.The Laplace correction was computed from DEFLEC99 derived deflections. FX4109 FX4109.The geoid height was determined by GEOID99. FX4109 FX4109.The dynamic height is computed by dividing the NAVD 88 FX4109.geopotential number by the normal gravity value computed on the FX4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX4109.degrees latitude (g = 980.6199 gals.). FX4109 FX4109.The modeled gravity was interpolated from observed gravity values. FX4109 FX4109; North East Units Scale Converg. FX4109;SPC NC - 311,700.655 771,540.248 MT 1.00012812 +1 02 37.7 FX4109;UTM 18 - 4,046,781.407 303,840.888 MT 1.00007409 -1 18 19.5 FX4109 FX4109: Primary Azimuth Mark Grid Az FX4109:SPC NC - KNIGHT AZ MK 292 55 40.2 FX4109:UTM 18 - KNIGHT AZ MK 295 16 37.4 FX4109 FX4109|---------------------------------------------------------------------| FX4109| PID Reference Object Distance Geod. Az | FX4109| dddmmss.s | FX4109| AB8207 KNIGHT RM 1 46.495 METERS 09542 | FX4109| DC8603 KNIGHT RM 2 50.262 METERS 15739 | FX4109| DC8602 KNIGHT AZ MK 2935817.9 | FX4109| DC8604 KNIGHT RM 3 AZIMUTH 3311657.9 | FX4109| DC8605 KNIGHT RM 4 34.172 METERS 33132 | FX4109| FX4106 BOYKINS BLACK WATER TANK APPROX. 4.3 KM 3525514.3 | FX4109|---------------------------------------------------------------------| FX4109 FX4109 SUPERSEDED SURVEY CONTROL FX4109 FX4109 NAD 27 - 36 32 46.23400(N) 077 11 30.58700(W) AD( ) 2 FX4109 FX4109.Superseded values are not recommended for survey control. FX4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4109.See file dsdata.txt to determine how the superseded data were derived. FX4109 FX4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0384146781(NAD 83) FX4109_MARKER: DS = TRIANGULATION STATION DISK FX4109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4109_STAMPING: KNIGHT 1933 FX4109_MARK LOGO: CGS FX4109_MAGNETIC: O = OTHER; SEE DESCRIPTION FX4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4109+STABILITY: SURFACE MOTION FX4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4109+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997 FX4109 FX4109 HISTORY - Date Condition Report By FX4109 HISTORY - 1933 MONUMENTED CGS FX4109 HISTORY - 1954 GOOD CGS FX4109 HISTORY - 19930929 GOOD NCGS FX4109 HISTORY - 19970528 GOOD NCGS FX4109 FX4109 STATION DESCRIPTION FX4109 FX4109'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FX4109'NEAR VIRGINIA-NORTH CAROLINA STATE LINE, 2.7 MILES A LITTLE FX4109'EAST OF SOUTH OF BOYKINS, AND 7-1/2 MILES NORTH-NORTHEAST OF FX4109'CONWAY, ON LAND OF H.F. KNIGHT. TO REACH FROM CONWAY, GO FX4109'NORTH 9.0 MILES ON NORTH CAROLINA ROUTE 45 OR 0.55 MILE BEYOND FX4109'CROSSING OF MEHERRIN RIVER TO STATION SITE AT STATE LINE WHERE FX4109'ROAD CHANGES FROM GRADED DIRT TO ASPHALT. TO REACH FROM FX4109'RAILROAD CROSSING AT BOYKINS, GO SOUTH 2.75 MILES ON VIRGINIA FX4109'ROUTE 35 TO STATE LINE AND STATION SITE. STATION IS 44 FEET FX4109'EAST OF CENTER LINE OF ROAD, 91 FEET NORTHEAST OF NORTH FX4109'CAROLINA SPEED-LAW SIGN, 27.5 FEET NORTH OF FX4109'EAST-AND-WEST FENCE WHICH IS SAID TO BE ON STATE LINE, AND FX4109'IN SOUTHWEST CORNER OF CORNFIELD. SURFACE AND UNDERGROUND MARKS FX4109'ARE STANDARD DISK STATION MARKS IN CONCRETE. FX4109'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN FX4109'CONCRETE. NO. 1 IS 1 FOOT NORTH OF FENCE ON STATE FX4109'LINE, 5 FEET SOUTH OF LANE LEADING EAST FROM ROAD, AND FX4109'152.55 FEET FROM STATION. NO. FX4109'2 IS 2 FEET WEST OF FENCE LINE ON EAST SIDE OF ROAD, 15 FX4109'FEET EAST OF CENTER LINE OF ROAD, 65 FEET SOUTH OF NORTH FX4109'CAROLINA SPEED-LAW SIGN, AND 164.90 FEET FROM STATION FX4109'S 22 DEG 21 MIN E. NO. 3 IS 18 FEET EAST OF CENTER FX4109'LINE OF ROAD, 30 FEET SOUTH OF NORTHEAST CORNER OF CULTIVATED FX4109'FIELD, 1 FOOT EAST OF FENCE LINE, AND APPROXIMATELY 0.3 MILE FX4109'FROM STATION. FX4109 FX4109 STATION RECOVERY (1954) FX4109 FX4109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ) FX4109'THE STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD FX4109'CONDITION. DUE TO HIGHWAY CONSTRUCTION, REFERENCE MARKS 2 FX4109'AND 3 (AZIMUTH MARK) HAD TO BE MOVED. REFERENCE MARK 4 AND A FX4109'NEW AZIMUTH MARK WERE ESTABLISHED. FX4109' FX4109'THE STATION MARK IS 81 FT. E OF A VIRGINIA HIGHWAY BOUNDARY FX4109'MARKER, 44 FT. E OF THE CENTERLINE OF STATE ROUTE 35, AND 28 FX4109'FT. N OF AN E-W FENCE LINE. THE MARK IS 1 FT. BELOW THE FX4109'SURFACE, AND THE DISK IS STAMPED KNIGHT 1933. FX4109' FX4109'REFERENCE MARK 4 IS 130 FT. N OF A GATE, AND 39 FT. E OF THE FX4109'CENTERLINE OF STATE ROUTE 35. THE MARK PROJECTS 6 IN., AND FX4109'THE DISK IS STAMPED KNIGHT NO 4 1933. FX4109' FX4109'REFERENCE MARK 1 IS 5 FT. S OF A FARM DRIVE, AND 1 FT. N OF FX4109'AN E-W FENCE LINE. THE MARK IS FLUSH WITH THE SURFACE, AND THE FX4109'DISK IS STAMPED KNIGHT NO 1 1933. FX4109' FX4109'AZIMUTH MARK IS 11 FT. NW OF A FARM DRIVE, AND 2 FT. E OF A FX4109'POWERLINE POLE. THE MARK IS FLUSH WITH THE SURFACE, AND THE FX4109'DISK IS STAMPED KNIGHT 1954. FX4109' FX4109'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 258 AND STATE FX4109'HIGHWAY 35 IN THE VILLAGE OF CONWAY, NORTH CAROLINA, GO N ON FX4109'STATE HIGHWAY 35 FOR 9.0 MI. TO THE STATE LINE AND THE STATION FX4109'AS DESCRIBED. FX4109' FX4109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON STATE FX4109'HIGHWAY 35 FOR 0.15 MI. TO A FARM DRIVE ON THE LEFT, TURN LEFT FX4109'(W) ON THE FARM DRIVE FOR 0.1 MI. TO THE MARK ON THE RIGHT. FX4109 FX4109 STATION RECOVERY (1993) FX4109 FX4109'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX4109'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTH OF SEVERN, AND 2.6 MI FX4109'(4.2 KM) SOUTH OF BOYKINS, VA., AT THE NORTH CAROLINA/VIRGINIA STATE FX4109'LINE. ALONG NC 35 FOR 0.6 MI (1.0 KM) NORTH FROM THE BRIDGE OVER THE FX4109'MEHERRIN RIVER TO THE NC/VA STATE LINE, ON THE RIGHT UNDER A FENCE. FX4109'MARK IS RECESSED 19 INCHES. LOCATED 81 FT (24.7 M) EAST OF A VIRGINIA FX4109'HIGHWAY BOUNDARY MARKER, 41.1 FT (12.5 M) EAST-NORTHEAST OF THE FX4109'CENTERLINE OF NC 35, 27.0 FT (8.2 M) NORTH OF A CORNER OF A FENCE--AND FX4109'10.5 FT (3.2 M) NORTH-NORTHWEST OF A FENCE POST, 43.3 FT (13.2 M) FX4109'SOUTHEAST OF A 15-INCH CHERRY, 0.5 FT (15.2 CM) WEST-SOUTHWEST OF A FX4109'FENCE BRACE--ALL WITH REFERENCE TAGS. FX4109 FX4109 STATION RECOVERY (1997) FX4109 FX4109'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) FX4109'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6835 *********************************************************************** AB6835 CBN - This is a Cooperative Base Network Control Station. AB6835 DESIGNATION - PLEASANT AB6835 PID - AB6835 AB6835 STATE/COUNTY- NC/NORTHAMPTON AB6835 USGS QUAD - SKIPPERS (1979) AB6835 AB6835 *CURRENT SURVEY CONTROL AB6835 ___________________________________________________________________ AB6835* NAD 83(1986)- 36 32 32.62625(N) 077 31 49.68806(W) ADJUSTED AB6835* NAVD 88 - 37.615 (meters) 123.41 (feet) ADJUSTED AB6835 ___________________________________________________________________ AB6835 LAPLACE CORR- -2.50 (seconds) DEFLEC99 AB6835 GEOID HEIGHT- -34.01 (meters) GEOID99 AB6835 DYNAMIC HT - 37.586 (meters) 123.31 (feet) COMP AB6835 MODELED GRAV- 979,871.1 (mgal) NAVD 88 AB6835 AB6835 HORZ ORDER - FIRST AB6835 VERT ORDER - SECOND CLASS II AB6835 AB6835.The North Carolina/South Carolina HARNS have been completed but, AB6835.due to contractual restrictions, coordinates for these stations AB6835.will NOT be published in the near future. In the interim, the AB6835.published coordinates in North and South Carolina will not be AB6835.consistent with the Continuously Operating Reference Stations AB6835.(CORS). The HARN coordinates for these stations are available AB6835.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6835.Lapine(803-896-7700). AB6835. AB6835.In addition, the published North and South Carolina positions AB6835.(NAD 83 (1986)) are NOT consistent with those determined in AB6835.adjacent state readjustments. The discontinuity between stations AB6835.located in North or South Carolina and those in adjacent states AB6835.which have been adjusted to the HARN may be as much as 5 AB6835.decimeters. This will result in a significant loss of accuracy AB6835.over lines crossing such state borders. AB6835 AB6835 AB6835.The horizontal coordinates were established by GPS observations AB6835.and adjusted by the National Geodetic Survey in November 1996. AB6835 AB6835.The orthometric height was determined by differential leveling AB6835.and adjusted by the National Geodetic Survey in April 2001. AB6835.No vertical observational check was made to the station. AB6835 AB6835.The Laplace correction was computed from DEFLEC99 derived deflections. AB6835 AB6835.The geoid height was determined by GEOID99. AB6835 AB6835.The dynamic height is computed by dividing the NAVD 88 AB6835.geopotential number by the normal gravity value computed on the AB6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6835.degrees latitude (g = 980.6199 gals.). AB6835 AB6835.The modeled gravity was interpolated from observed gravity values. AB6835 AB6835; North East Units Scale Converg. AB6835;SPC NC - 310,763.324 741,198.165 MT 1.00012657 +0 50 53.4 AB6835;UTM 18 - 4,047,090.255 273,485.178 MT 1.00023219 -1 30 26.4 AB6835 AB6835 SUPERSEDED SURVEY CONTROL AB6835 AB6835.No superseded survey control is available for this station. AB6835 AB6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7348547090(NAD 83) AB6835_MARKER: DH = HORIZONTAL CONTROL DISK AB6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6835_STAMPING: PLEASANT 1990 AB6835_MARK LOGO: NCGS AB6835_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6835+STABILITY: SURFACE MOTION AB6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6835+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1999 AB6835 AB6835 HISTORY - Date Condition Report By AB6835 HISTORY - 1990 MONUMENTED NCGS AB6835 HISTORY - 19930929 GOOD NCGS AB6835 HISTORY - 19980618 GOOD NCGS AB6835 HISTORY - 19990811 GOOD NCDOT AB6835 AB6835 STATION DESCRIPTION AB6835 AB6835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AB6835'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF GARYSBURG, AND 8.7 MI AB6835'(14.0 KM) NORTHEAST OF ROANOKE RAPIDS, IN THE PLEASANT HILL COMMUNITY. AB6835'ALONG US 301 FOR 0.5 MI (0.8 KM) NORTH FROM NC 48 (AT THE POST OFFICE AB6835'IN PLEASANT HILL, IN THE BANK BETWEEN THE HIGHWAY AND RAILROAD, OR AB6835'ALONG NC 48 FOR 0.25 MI (0.40 KM) SOUTH FROM VA SR 662. MARK IS ABOUT AB6835'1 FOOT (0.3 M) HIGHER THAN NC 48, AND IS RECESSED 2 INCHES BELOW THE AB6835'GROUND. LOCATED 41.0 FT (12.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF AB6835'NC 48, 39.2 FT (11.9 M) (SLOPE)WEST-NORTHWEST OF THE WESTERN MOST RAIL AB6835'OF TWO TRACKS, 90.0 FT (27.4 M) NORTH-NORTHEAST OF THE WESTERN MOST AB6835'METAL SIGN POST (WELCOME TO NC)--AND 114.67 FT (34.95 M) AB6835'SOUTH-SOUTHEAST OF AN 18-INCH PINE ACROSS ROAD, 23.4 FT (7.1 M) NORTH AB6835'OF A POWER POLE, 97.4 FT (29.7 M) SOUTH-SOUTHWEST OF A POWER POLE--ALL AB6835'WITH REFERENCE TAGS. AB6835 AB6835 STATION RECOVERY (1998) AB6835 AB6835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AB6835'RECOVERED AS DESCRIBED. AB6835 AB6835 STATION RECOVERY (1999) AB6835 AB6835'RECOVERY NOTE BY NC DOT DIV OF HWYS 1999 (RMS) AB6835'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5669 *********************************************************************** AH5669 CBN - This is a Cooperative Base Network Control Station. AH5669 DESIGNATION - VULTARE AZ MK 2 AH5669 PID - AH5669 AH5669 STATE/COUNTY- NC/NORTHAMPTON AH5669 USGS QUAD - VALENTINES (1990) AH5669 AH5669 *CURRENT SURVEY CONTROL AH5669 ___________________________________________________________________ AH5669* NAD 83(1986)- 36 31 37.93806(N) 077 46 26.11530(W) ADJUSTED AH5669* NAVD 88 - 98.945 (meters) 324.62 (feet) ADJUSTED AH5669 ___________________________________________________________________ AH5669 LAPLACE CORR- -0.87 (seconds) DEFLEC99 AH5669 GEOID HEIGHT- -33.77 (meters) GEOID99 AH5669 DYNAMIC HT - 98.867 (meters) 324.37 (feet) COMP AH5669 MODELED GRAV- 979,838.5 (mgal) NAVD 88 AH5669 AH5669 HORZ ORDER - FIRST AH5669 VERT ORDER - SECOND CLASS II AH5669 AH5669.The North Carolina/South Carolina HARNS have been completed but, AH5669.due to contractual restrictions, coordinates for these stations AH5669.will NOT be published in the near future. In the interim, the AH5669.published coordinates in North and South Carolina will not be AH5669.consistent with the Continuously Operating Reference Stations AH5669.(CORS). The HARN coordinates for these stations are available AH5669.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH5669.Lapine(803-896-7700). AH5669. AH5669.In addition, the published North and South Carolina positions AH5669.(NAD 83 (1986)) are NOT consistent with those determined in AH5669.adjacent state readjustments. The discontinuity between stations AH5669.located in North or South Carolina and those in adjacent states AH5669.which have been adjusted to the HARN may be as much as 5 AH5669.decimeters. This will result in a significant loss of accuracy AH5669.over lines crossing such state borders. AH5669 AH5669 AH5669.The horizontal coordinates were established by GPS observations AH5669.and adjusted by the National Geodetic Survey in November 1996. AH5669 AH5669.The orthometric height was determined by differential leveling AH5669.and adjusted by the National Geodetic Survey in July 2000. AH5669.No vertical observational check was made to the station. AH5669 AH5669.The Laplace correction was computed from DEFLEC99 derived deflections. AH5669 AH5669.The geoid height was determined by GEOID99. AH5669 AH5669.The dynamic height is computed by dividing the NAVD 88 AH5669.geopotential number by the normal gravity value computed on the AH5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5669.degrees latitude (g = 980.6199 gals.). AH5669 AH5669.The modeled gravity was interpolated from observed gravity values. AH5669 AH5669; North East Units Scale Converg. AH5669;SPC NC - 308,781.497 719,419.007 MT 1.00012061 +0 42 27.6 AH5669;UTM 18 - 4,046,005.807 251,639.185 MT 1.00036003 -1 39 06.8 AH5669 AH5669 SUPERSEDED SURVEY CONTROL AH5669 AH5669.No superseded survey control is available for this station. AH5669 AH5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5163946006(NAD 83) AH5669_MARKER: DR = REFERENCE MARK DISK AH5669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5669_STAMPING: VULTARE NO 2 1990 AH5669_MARK LOGO: NGS AH5669_PROJECTION: FLUSH AH5669_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH5669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5669+STABILITY: SURFACE MOTION AH5669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5669+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1997 AH5669 AH5669 HISTORY - Date Condition Report By AH5669 HISTORY - 1990 MONUMENTED NCGS AH5669 HISTORY - 19930414 GOOD NCGS AH5669 HISTORY - 19950126 GOOD NCGS AH5669 HISTORY - 19971218 GOOD NCGS AH5669 AH5669 STATION DESCRIPTION AH5669 AH5669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AH5669'RECOVERED IN GOOD CONDITION. NOTE NOTE NOTE --- A RM DISK WAS AH5669'MISTAKENLY USED INSTEAD OF AN AZIMUTH MARK DISK. THERE IS A RM 2 DISK AH5669'STAMPED EXACTLY AS AZIMUTH MARK 2. THIS MARK WAS SET AS AN AZIMUTH TO AH5669'MAIN STATION VULTARE. THE ORIGINAL 1933 VULTARE RM 2 STILL EXISTS SEE AH5669'ITS RECOVERY DESCRIPTION FOR MORE INFORMATION. AH5669 AH5669 STATION RECOVERY (1995) AH5669 AH5669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) AH5669'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF GASTON, AND 8.0 MI AH5669'(12.9 KM) WEST-NORTHWEST OF ROANOKE RAPIDS IN THE VULTARE COMMUNITY. AH5669'PROCEED ALONG NC 46 FOR 8.3 MI (13.4 KM) WEST FROM NC 48-GASTON TO A AH5669'FARM ROAD-NORTH (ABOUT 0.75 MI (1.21 KM) NORTHWEST OF SR 1212 AT AH5669'VULTARE CROSSROADS), THENCE NORTH ALONG THE FARM ROAD FOR 0.15 MI AH5669'(0.24 KM) TO THE STATION ON THE WEST SIDE, IN THE EDGE OF A CULTIVATED AH5669'FIELD. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE FARM ROAD, AND IS AH5669'RECESSED 2 INCHES BELOW THE GROUND. LOCATED 15 FT (4.6 M) NORTHWEST AH5669'OF THE CENTERLINE OF THE FARM ROAD, 73.2 FT (22.3 M) SOUTHWEST OF THE AH5669'WEST END OF A ROAD CULVERT, 77.8 FT (23.7 M) NORTHWEST OF THE NORTH AH5669'CORNER OF A METAL GARAGE, 48.9 FT (14.9 M) WEST-SOUTHWEST OF A 6-INCH AH5669'CEDAR, 204.1 FT (62.2 M) NORTHEAST OF A FENCE CORNER WITH REFERENCE AH5669'TAG. AH5669 AH5669 STATION RECOVERY (1997) AH5669 AH5669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AH5669'LOCATED 7.7 MI (12.4 KM) WST OF GASTON, AND 8.0 MI (12.9 KM) AH5669'WEST-NORTHWEST OF ROANOKE RAPIDS IN THE VULTARE COMMUNITY. TO REACH GO AH5669'ALONG NC 46 FOR 8.3 MI (13.4 KM) WEST FROM NC 48-GASTON TO A FARM ROAD AH5669'NORTH (ABOUT 0.75 MI (1.21 KM) NORTHWEST OF SR 1212 AT VULTARE AH5669'CROSSROADS), THENCE NORTH ALONG THE FARM ROAD FOR 0.15 MI (0.24 KM) TO AH5669'STATION ON THE WEST SIDE, IN THE EDGE OF A CULTIVATED FIELD, ABOUT 1 AH5669'FOOT (0.3 M) HIGHER THAN FARM ROAD, AND IS RECESSED 2 INCHES BELOW THE AH5669'GROUND, 15.0 FT (4.6 M) NORTHWEST OF THE CENTERLINE OF THE FARM ROAD, AH5669'73.2 FT (22.3 M) SOUTHWEST OF THE WEST END OF A ROAD CULVERT, 77.8 FT AH5669'(23.7 M) NORTHWEST OF THE NORTH CORNER OF A METAL GARAGE, 48.9 FT AH5669'(14.9 M) WEST SOUTHWEST OF A 6 INCH CEDAR TREE, AND 204.1 FT (62.2 M) AH5669'NORTHEAST OF A FENCE CORNER WITH REFERENCE TAG.