1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AJ6041 *********************************************************************** AJ6041 DESIGNATION - FENCE AJ6041 PID - AJ6041 AJ6041 STATE/COUNTY- NC/PITT AJ6041 USGS QUAD - GREENVILLE SE (1982) AJ6041 AJ6041 *CURRENT SURVEY CONTROL AJ6041 ___________________________________________________________________ AJ6041* NAD 83(1986)- 35 34 51.82492(N) 077 18 17.08295(W) ADJUSTED AJ6041* NAVD 88 - 19.8 (meters) 65. (feet) GPS OBS AJ6041 ___________________________________________________________________ AJ6041 LAPLACE CORR- -3.53 (seconds) DEFLEC99 AJ6041 GEOID HEIGHT- -36.07 (meters) GEOID99 AJ6041 AJ6041 HORZ ORDER - FIRST AJ6041 AJ6041.The North Carolina/South Carolina HARNS have been completed but, AJ6041.due to contractual restrictions, coordinates for these stations AJ6041.will NOT be published in the near future. In the interim, the AJ6041.published coordinates in North and South Carolina will not be AJ6041.consistent with the Continuously Operating Reference Stations AJ6041.(CORS). The HARN coordinates for these stations are available AJ6041.upon request. Contact Gary Thompson(919-733-3836), or Lewis AJ6041.Lapine(803-896-7700). AJ6041. AJ6041.In addition, the published North and South Carolina positions AJ6041.(NAD 83 (1986)) are NOT consistent with those determined in AJ6041.adjacent state readjustments. The discontinuity between stations AJ6041.located in North or South Carolina and those in adjacent states AJ6041.which have been adjusted to the HARN may be as much as 5 AJ6041.decimeters. This will result in a significant loss of accuracy AJ6041.over lines crossing such state borders. AJ6041 AJ6041 AJ6041.The horizontal coordinates were established by GPS observations AJ6041.and adjusted by the National Geodetic Survey in October 2001. AJ6041 AJ6041.The orthometric height was determined by GPS observations and a AJ6041.high-resolution geoid model. AJ6041 AJ6041.The Laplace correction was computed from DEFLEC99 derived deflections. AJ6041 AJ6041.The geoid height was determined by GEOID99. AJ6041 AJ6041; North East Units Scale Converg. AJ6041;SPC NC - 204,433.035 763,231.452 MT 0.99988906 +0 58 42.4 AJ6041;UTM 18 - 3,939,928.451 291,167.380 MT 1.00013745 -1 20 29.4 AJ6041 AJ6041 SUPERSEDED SURVEY CONTROL AJ6041 AJ6041.No superseded survey control is available for this station. AJ6041 AJ6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9116739928(NAD 83) AJ6041_MARKER: DH = HORIZONTAL CONTROL DISK AJ6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ6041_STAMPING: FENCE 2001 AJ6041_MARK LOGO: NCGS AJ6041_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AJ6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ6041+STABILITY: SURFACE MOTION AJ6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ6041+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002 AJ6041 AJ6041 HISTORY - Date Condition Report By AJ6041 HISTORY - 2001 MONUMENTED NCGS AJ6041 HISTORY - 20020619 GOOD NCGS AJ6041 AJ6041 STATION DESCRIPTION AJ6041 AJ6041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) AJ6041'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST-SOUTHEAST OF GREENVILLE AJ6041'AND 1.7 MI (2.7 KM) WEST-NORTHWEST OF SIMPSON. AJ6041'ALONG NC 33 FOR 2.2 MI (3.5 KM) EAST FROM THE INTERSECTION WITH US 264 AJ6041'BYPASS (GREENVILLE BOULEVARD EAST OF GREENVILLE), ACROSS NC 33 FROM AJ6041'VETERINARY OUT PATIENT CLINIC, ALSO WEST 0.2 MI (0.3 KM) FROM SR 1728 AJ6041'(L.T. HARDEE RD). AJ6041'MARK IS ABOUT 2-FEET LOWER THAN THE CENTERLINE OF NC 33 AND RECESSED 4 AJ6041'INCHES BELOW THE GROUND. LOCATED 42.5 FT (13.0 M) SOUTH-SOUTHWEST OF AJ6041'THE CENTERLINE OF NC 33 EASTBOUND LANES, 26.7 FT (8.1 M) AJ6041'SOUTH-SOUTHWEST OF THE BACK OF CURB AND GUTTER, 3.5 FT (1.1 M) AJ6041'NORTHEAST OF A WOODEN FENCE CORNER, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF AJ6041'A GUY WIRE ANCHOR (MOST SOUTHERN OF THREE), 133 FT (40.5 M) SOUTHEAST AJ6041'OF THE CENTERLINE OF A GRAVEL PATH LEADING SOUTH AND 17.6 FT (5.4 M) AJ6041'SOUTH-SOUTHWEST OF A POWER POLE NUMBER P605 WITH REFERENCE TAG. AJ6041 AJ6041 STATION RECOVERY (2002) AJ6041 AJ6041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH) AJ6041'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DF3861 *********************************************************************** DF3861 DESIGNATION - HALL DF3861 PID - DF3861 DF3861 STATE/COUNTY- NC/PITT DF3861 USGS QUAD - GREENVILLE SE (1982) DF3861 DF3861 *CURRENT SURVEY CONTROL DF3861 ___________________________________________________________________ DF3861* NAD 83(1986)- 35 36 00.25156(N) 077 21 50.62861(W) ADJUSTED DF3861* NAVD 88 - 18.4 (meters) 60. (feet) GPS OBS DF3861 ___________________________________________________________________ DF3861 LAPLACE CORR- -3.06 (seconds) DEFLEC99 DF3861 GEOID HEIGHT- -35.90 (meters) GEOID99 DF3861 DF3861 HORZ ORDER - FIRST DF3861 DF3861.The North Carolina/South Carolina HARNS have been completed but, DF3861.due to contractual restrictions, coordinates for these stations DF3861.will NOT be published in the near future. In the interim, the DF3861.published coordinates in North and South Carolina will not be DF3861.consistent with the Continuously Operating Reference Stations DF3861.(CORS). The HARN coordinates for these stations are available DF3861.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF3861.Lapine(803-896-7700). DF3861. DF3861.In addition, the published North and South Carolina positions DF3861.(NAD 83 (1986)) are NOT consistent with those determined in DF3861.adjacent state readjustments. The discontinuity between stations DF3861.located in North or South Carolina and those in adjacent states DF3861.which have been adjusted to the HARN may be as much as 5 DF3861.decimeters. This will result in a significant loss of accuracy DF3861.over lines crossing such state borders. DF3861 DF3861 DF3861.The horizontal coordinates were established by GPS observations DF3861.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in February 2003. DF3861 DF3861.The orthometric height was determined by GPS observations and a DF3861.high-resolution geoid model. DF3861 DF3861.The Laplace correction was computed from DEFLEC99 derived deflections. DF3861 DF3861.The geoid height was determined by GEOID99. DF3861 DF3861; North East Units Scale Converg. DF3861;SPC NC - 206,451.220 757,821.561 MT 0.99989101 +0 56 39.2 DF3861;UTM 18 - 3,942,164.602 285,842.248 MT 1.00016521 -1 22 36.1 DF3861 DF3861: Primary Azimuth Mark Grid Az DF3861:SPC NC - MICHELLE 028 19 38.3 DF3861:UTM 18 - MICHELLE 030 38 53.6 DF3861 DF3861|---------------------------------------------------------------------| DF3861| PID Reference Object Distance Geod. Az | DF3861| dddmmss.s | DF3861| DF3860 MICHELLE APPROX. 0.5 KM 0291617.5 | DF3861|---------------------------------------------------------------------| DF3861 DF3861 SUPERSEDED SURVEY CONTROL DF3861 DF3861.No superseded survey control is available for this station. DF3861 DF3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8584242165(NAD 83) DF3861_MARKER: DH = HORIZONTAL CONTROL DISK DF3861_SETTING: 31 = CURB AND GUTTER DF3861_STAMPING: HALL 2002 DF3861_MARK LOGO: NCGS DF3861_MAGNETIC: O = OTHER; SEE DESCRIPTION DF3861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3861+SATELLITE: SATELLITE OBSERVATIONS - 2002 DF3861 DF3861 HISTORY - Date Condition Report By DF3861 HISTORY - 2002 MONUMENTED NCGS DF3861 DF3861 STATION DESCRIPTION DF3861 DF3861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH) DF3861'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST-SOUTHEAST OF GREENVILLE, DF3861'AND ON THE ECU CAMPUS. DF3861'PROCEED ALONG TENTH STREET FOR 1.5 MI (2.4 KM) WEST FROM THE DF3861'INTERSECTION OF US 264 (GREENVILLE BLVD)/NC 33, EAST OF GREENVILLE, TO DF3861'COLLEGE HILL DRIVE, THENCE ALONG COLLEGE HILL DRIVE SOUTH FOR 0.4 MI DF3861'(0.6 KM) TO STATION, IN FRONT OF THE HENRY BELK HALL BUILDING IN THE DF3861'NORTHERN END OF PLANTER ISLAND AND ON THE CENTERLINE PROLONGATION OF DF3861'THE CENTERLINE FRONT PORCH. DF3861'MARK IS ABOUT LEVEL WITH COLLEGE HILL DRIVE AND IS FLUSH WITH THE DF3861'CONCRETE GUTTER. LOCATED 20.2 FT (6.2 M) WEST OF THE CENTERLINE OF DF3861'COLLEGE HILL DRIVE, 22.3 FT (6.8 M) NORTH-NORTHWEST OF THE DF3861'NORTHEASTERN END OF A BRICK PLANTER WALL AND 22.0 FT (6.7 M) EAST OF DF3861'THE NORTHWESTERN END OF A BRICK PLANTER WALL. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY1816 *********************************************************************** EY1816 DESIGNATION - MCARTHUR NCGS EY1816 PID - EY1816 EY1816 STATE/COUNTY- NC/PITT EY1816 USGS QUAD - GREENVILLE SW (1981) EY1816 EY1816 *CURRENT SURVEY CONTROL EY1816 ___________________________________________________________________ EY1816* NAD 83(1986)- 35 33 28.89607(N) 077 28 05.81098(W) ADJUSTED EY1816* NAVD 88 - 23.558 (meters) 77.29 (feet) ADJUSTED EY1816 ___________________________________________________________________ EY1816 LAPLACE CORR- -2.67 (seconds) DEFLEC99 EY1816 GEOID HEIGHT- -35.80 (meters) GEOID99 EY1816 DYNAMIC HT - 23.537 (meters) 77.22 (feet) COMP EY1816 MODELED GRAV- 979,772.2 (mgal) NAVD 88 EY1816 EY1816 HORZ ORDER - FIRST EY1816 VERT ORDER - SECOND CLASS II EY1816 EY1816.The North Carolina/South Carolina HARNS have been completed but, EY1816.due to contractual restrictions, coordinates for these stations EY1816.will NOT be published in the near future. In the interim, the EY1816.published coordinates in North and South Carolina will not be EY1816.consistent with the Continuously Operating Reference Stations EY1816.(CORS). The HARN coordinates for these stations are available EY1816.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY1816.Lapine(803-896-7700). EY1816. EY1816.In addition, the published North and South Carolina positions EY1816.(NAD 83 (1986)) are NOT consistent with those determined in EY1816.adjacent state readjustments. The discontinuity between stations EY1816.located in North or South Carolina and those in adjacent states EY1816.which have been adjusted to the HARN may be as much as 5 EY1816.decimeters. This will result in a significant loss of accuracy EY1816.over lines crossing such state borders. EY1816 EY1816 EY1816.The horizontal coordinates were established by GPS observations EY1816.and adjusted by the National Geodetic Survey in October 2001. EY1816 EY1816.The orthometric height was determined by differential leveling EY1816.and adjusted by the National Geodetic Survey in June 1991. EY1816 EY1816.The Laplace correction was computed from DEFLEC99 derived deflections. EY1816 EY1816.The geoid height was determined by GEOID99. EY1816 EY1816.The dynamic height is computed by dividing the NAVD 88 EY1816.geopotential number by the normal gravity value computed on the EY1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1816.degrees latitude (g = 980.6199 gals.). EY1816 EY1816.The modeled gravity was interpolated from observed gravity values. EY1816 EY1816; North East Units Scale Converg. EY1816;SPC NC - 201,636.899 748,451.925 MT 0.99988683 +0 53 02.6 EY1816;UTM 18 - 3,937,732.258 276,282.482 MT 1.00021680 -1 26 09.5 EY1816 EY1816 SUPERSEDED SURVEY CONTROL EY1816 EY1816 NAD 83(1986)- 35 33 28.89354(N) 077 28 05.80829(W) AD( ) 2 EY1816 NGVD 29 - 23.91 (m) 78.4 (f) LEVELING 3 EY1816 EY1816.Superseded values are not recommended for survey control. EY1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1816.See file dsdata.txt to determine how the superseded data were derived. EY1816 EY1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7628237732(NAD 83) EY1816_MARKER: DE = TRAVERSE STATION DISK EY1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1816_STAMPING: MCARTHUR 1979 EY1816_MARK LOGO: NCGS EY1816_PROJECTION: RECESSED 3 CENTIMETERS EY1816_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1816+STABILITY: SURFACE MOTION EY1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1816+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002 EY1816 EY1816 HISTORY - Date Condition Report By EY1816 HISTORY - 1979 MONUMENTED NCGS EY1816 HISTORY - 1980 GOOD NCGS EY1816 HISTORY - 1986 GOOD USPSQD EY1816 HISTORY - 1989 GOOD USPSQD EY1816 HISTORY - 1989 GOOD USPSQD EY1816 HISTORY - 20010531 GOOD NCGS EY1816 HISTORY - 20020619 GOOD NCGS EY1816 EY1816 STATION DESCRIPTION EY1816 EY1816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1816'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES WEST-NORTHWEST OF EY1816'WINTERVILLE AND 6.0 MILES SOUTHWEST OF GREENVILLE. EY1816' EY1816'TO REACH STATION FROM INTERSECTION OF US 264 BYPASS WITH US 264 AND US EY1816'13 BUSINESS AT THE SOUTHWEST SIDE OF GREENVILLE, PROCEED WESTERLY EY1816'ALONG US 264-US 13 FOR 2.4 MILES TO STATION IN THE LEFT SHOULDER AT EY1816'THE INTERSECTION WITH SR 2100 AND ON THE PROLONGATION OF THE EY1816'CENTERLINE OF A GRAVELED DRIVEWAY ACROSS HIGHWAY TO MCARTHURS BRICK EY1816'HOUSE. EY1816' EY1816'STATION MARK IS A STANDARD DISK STAMPED---MCARTHUR 1979---SET IN TOP EY1816'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY1816'THE MARK IS 22.0 FEET SOUTHEAST OF CENTERLINE OF US 264, 66.0 FEET EY1816'SOUTHWEST OF CENTERLINE OF SR 2100, 65.5 FEET NORTHEAST OF CENTERLINE EY1816'OF PAVED DRIVEWAY, 12.6 FEET WEST-NORTHWEST OF SOUTHWEST END OF EY1816'CULVERT AND 107.8 FEET WEST-SOUTHWEST OF POWER POLE WITH REFERENCE EY1816'TAG. EY1816 EY1816 STATION RECOVERY (1980) EY1816 EY1816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1816'4.2 MI WNW FROM WINTERVILLE. EY1816'2.45 MILES WESTERLY ALONG U.S. 13 - U.S. 264 FROM THE INTERSECTION EY1816'WITH U.S. 264 BYPASS SOUTHWEST OF GREENVILLE IN SOUTHEAST HIGHWAY EY1816'SHOULDER AT SR 2100 - ENTRANCE TO SUBDIVISION AND ON THE PROLONGATION EY1816'OF THE CENTERLINE OF A GRAVEL DRIVE TO MCARTHURS BRICK HOUSE, 22.0 EY1816'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 66.0 FEET SOUTHWEST EY1816'OF CENTERLINE OF ROAD, 65.5 FEET NORTHEAST OF CENTERLINE OF ROAD, EY1816'12.6 FEET WEST-NORTHWEST OF SOUTHWEST END OF CULVERT AND 107.8 FEET EY1816'WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG. EY1816'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1816 EY1816 STATION RECOVERY (1986) EY1816 EY1816'RECOVERY NOTE BY US POWER SQUADRON 1986 (DB) EY1816'RECOVERED IN GOOD CONDITION. EY1816 EY1816 STATION RECOVERY (1989) EY1816 EY1816'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY1816'RECOVERED IN GOOD CONDITION. EY1816 EY1816 STATION RECOVERY (1989) EY1816 EY1816'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM) EY1816'RECOVERED IN GOOD CONDITION. EY1816 EY1816 STATION RECOVERY (2001) EY1816 EY1816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY1816'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EY1816'CORRECTIONS. EY1816'LOCATED 22.6 FT (6.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF US 264, EY1816'67.2 FT (20.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 2100 (IDLEWILD EY1816'DR) AND 107.8 FT (32.9 M) WEST OF POWER POLE WITH REFERENCE TAG. EY1816'REFERENCED GRAVEL DRIVEWAY TO MCARTHUR HOUSE (NUMBER 5186) IS NOW EY1816'ASPHALT. EY1816 EY1816 STATION RECOVERY (2002) EY1816 EY1816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH) EY1816'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DF3859 *********************************************************************** DF3859 DESIGNATION - MESSICK DF3859 PID - DF3859 DF3859 STATE/COUNTY- NC/PITT DF3859 USGS QUAD - GREENVILLE SE (1982) DF3859 DF3859 *CURRENT SURVEY CONTROL DF3859 ___________________________________________________________________ DF3859* NAD 83(1986)- 35 36 26.02278(N) 077 21 46.96504(W) ADJUSTED DF3859* NAVD 88 - 14.7 (meters) 48. (feet) GPS OBS DF3859 ___________________________________________________________________ DF3859 LAPLACE CORR- -2.91 (seconds) DEFLEC99 DF3859 GEOID HEIGHT- -35.89 (meters) GEOID99 DF3859 DF3859 HORZ ORDER - FIRST DF3859 DF3859.The North Carolina/South Carolina HARNS have been completed but, DF3859.due to contractual restrictions, coordinates for these stations DF3859.will NOT be published in the near future. In the interim, the DF3859.published coordinates in North and South Carolina will not be DF3859.consistent with the Continuously Operating Reference Stations DF3859.(CORS). The HARN coordinates for these stations are available DF3859.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF3859.Lapine(803-896-7700). DF3859. DF3859.In addition, the published North and South Carolina positions DF3859.(NAD 83 (1986)) are NOT consistent with those determined in DF3859.adjacent state readjustments. The discontinuity between stations DF3859.located in North or South Carolina and those in adjacent states DF3859.which have been adjusted to the HARN may be as much as 5 DF3859.decimeters. This will result in a significant loss of accuracy DF3859.over lines crossing such state borders. DF3859 DF3859 DF3859.The horizontal coordinates were established by GPS observations DF3859.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in February 2003. DF3859 DF3859.The orthometric height was determined by GPS observations and a DF3859.high-resolution geoid model. DF3859 DF3859.The Laplace correction was computed from DEFLEC99 derived deflections. DF3859 DF3859.The geoid height was determined by GEOID99. DF3859 DF3859; North East Units Scale Converg. DF3859;SPC NC - 207,246.812 757,900.660 MT 0.99989178 +0 56 41.3 DF3859;UTM 18 - 3,942,956.555 285,953.532 MT 1.00016462 -1 22 34.9 DF3859 DF3859|---------------------------------------------------------------------| DF3859| PID Reference Object Distance Geod. Az | DF3859| dddmmss.s | DF3859| DF3860 MICHELLE 379.400 METERS 15501 | DF3859|---------------------------------------------------------------------| DF3859 DF3859 SUPERSEDED SURVEY CONTROL DF3859 DF3859.No superseded survey control is available for this station. DF3859 DF3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8595442957(NAD 83) DF3859_MARKER: DH = HORIZONTAL CONTROL DISK DF3859_SETTING: 31 = CURB AND GUTTER DF3859_STAMPING: MESSICK 2002 DF3859_MARK LOGO: NCGS DF3859_MAGNETIC: O = OTHER; SEE DESCRIPTION DF3859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3859+SATELLITE: SATELLITE OBSERVATIONS - 2002 DF3859 DF3859 HISTORY - Date Condition Report By DF3859 HISTORY - 2002 MONUMENTED NCGS DF3859 DF3859 STATION DESCRIPTION DF3859 DF3859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH) DF3859'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST OF GREENVILLE AND ON THE DF3859'ECU CAMPUS. DF3859'PROCEED ALONG TENTH STREET FOR 0.3 MI (0.5 KM) WEST FROM THE DF3859'INTERSECTION OF US 264 (GREENVILLE BLVD)/NC 33, EAST OF GREENVILLE, TO DF3859'FIFTH STREET, THENCE WEST ALONG FIFTH STREET FOR 1.4 MI (2.3 KM) TO DF3859'THE ENTRANCE TO THE JOHN D. MESSICK THEATRE ARTS CENTER AND STATION, DF3859'ON THE PROLONGATION OF THE WESTERN SIDE OF THE JOHN D. MESSICK THEATRE DF3859'ARTS CENTER BUILDING. DF3859'MARK IS LEVEL WITH THE ASPHALT PARKING LOT AND IS FLUSH WITH THE DF3859'CONCRETE GUTTER. LOCATED 18.5 FT (5.6 M) EAST OF THE CENTERLINE OF THE DF3859'MAIN EXIT FROM ARTS CENTER, 51.5 FT (15.7 M) EAST-SOUTHEAST OF A 20 DF3859'INCH MAGNOLIA TREE AND 35.2 FT (10.7 M) SOUTH OF A STOP SIGN. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DF3860 *********************************************************************** DF3860 DESIGNATION - MICHELLE DF3860 PID - DF3860 DF3860 STATE/COUNTY- NC/PITT DF3860 USGS QUAD - GREENVILLE SE (1982) DF3860 DF3860 *CURRENT SURVEY CONTROL DF3860 ___________________________________________________________________ DF3860* NAD 83(1986)- 35 36 14.86412(N) 077 21 40.59936(W) ADJUSTED DF3860* NAVD 88 - 8.7 (meters) 29. (feet) GPS OBS DF3860 ___________________________________________________________________ DF3860 LAPLACE CORR- -2.99 (seconds) DEFLEC99 DF3860 GEOID HEIGHT- -35.90 (meters) GEOID99 DF3860 DF3860 HORZ ORDER - FIRST DF3860 DF3860.The North Carolina/South Carolina HARNS have been completed but, DF3860.due to contractual restrictions, coordinates for these stations DF3860.will NOT be published in the near future. In the interim, the DF3860.published coordinates in North and South Carolina will not be DF3860.consistent with the Continuously Operating Reference Stations DF3860.(CORS). The HARN coordinates for these stations are available DF3860.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF3860.Lapine(803-896-7700). DF3860. DF3860.In addition, the published North and South Carolina positions DF3860.(NAD 83 (1986)) are NOT consistent with those determined in DF3860.adjacent state readjustments. The discontinuity between stations DF3860.located in North or South Carolina and those in adjacent states DF3860.which have been adjusted to the HARN may be as much as 5 DF3860.decimeters. This will result in a significant loss of accuracy DF3860.over lines crossing such state borders. DF3860 DF3860 DF3860.The horizontal coordinates were established by GPS observations DF3860.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in February 2003. DF3860 DF3860.The orthometric height was determined by GPS observations and a DF3860.high-resolution geoid model. DF3860 DF3860.The Laplace correction was computed from DEFLEC99 derived deflections. DF3860 DF3860.The geoid height was determined by GEOID99. DF3860 DF3860; North East Units Scale Converg. DF3860;SPC NC - 206,905.630 758,066.516 MT 0.99989144 +0 56 45.0 DF3860;UTM 18 - 3,942,608.841 286,105.475 MT 1.00016382 -1 22 30.8 DF3860 DF3860: Primary Azimuth Mark Grid Az DF3860:SPC NC - HALL 208 19 38.3 DF3860:UTM 18 - HALL 210 38 54.1 DF3860 DF3860|---------------------------------------------------------------------| DF3860| PID Reference Object Distance Geod. Az | DF3860| dddmmss.s | DF3860| DF3861 HALL APPROX. 0.5 KM 2091623.3 | DF3860|---------------------------------------------------------------------| DF3860 DF3860 SUPERSEDED SURVEY CONTROL DF3860 DF3860.No superseded survey control is available for this station. DF3860 DF3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8610542609(NAD 83) DF3860_MARKER: DH = HORIZONTAL CONTROL DISK DF3860_SETTING: 31 = CURB AND GUTTER DF3860_STAMPING: MICHELLE 2002 DF3860_MARK LOGO: NCGS DF3860_MAGNETIC: O = OTHER; SEE DESCRIPTION DF3860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3860+SATELLITE: SATELLITE OBSERVATIONS - 2002 DF3860 DF3860 HISTORY - Date Condition Report By DF3860 HISTORY - 2002 MONUMENTED NCGS DF3860 DF3860 STATION DESCRIPTION DF3860 DF3860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH) DF3860'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF GREENVILLE, AND ON DF3860'THE CAMPUS OF ECU. DF3860'ALONG TENTH STREET FOR 1.5 MI (2.4 KM) WEST FROM THE INTERSECTION OF DF3860'US 264 (GREENVILLE BLVD)/NC 33, EAST OF GREENVILLE, TO COLLEGE HILL DF3860'DRIVE, NEAR THE SOUTHEAST CORNER OF FLETCHER HALL MUSIC BUILDING. DF3860'MARK IS ABOUT LEVEL WITH TENTH STREET AND IS FLUSH WITH CONCRETE DF3860'HANDICAP RAMP. LOCATED 67.3 FT (20.5 M) NORTH-NORTHEAST OF THE DF3860'NORTHERNMOST CURB AND GUTTER OF TENTH STREET, 5.5 FT (1.7 M) DF3860'EAST-SOUTHEAST OF THE WESTERN CURB AND GUTTER OF RAMP, 5.8 FT (1.8 M) DF3860'WEST-NORTHWEST OF THE EASTERN CURB AND GUTTER OF RAMP, 27.7 FT (8.4 M) DF3860'WEST-NORTHWEST OF A UTILITY MAN HOLE COVER AND 27.1 FT (8.3 M) DF3860'NORTHWEST OF A SEWER MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY1883 *********************************************************************** EY1883 FBN - This is a Federal Base Network Control Station. EY1883 DESIGNATION - MIDDLE EY1883 PID - EY1883 EY1883 STATE/COUNTY- NC/PITT EY1883 USGS QUAD - GREENVILLE NE (1981) EY1883 EY1883 *CURRENT SURVEY CONTROL EY1883 ___________________________________________________________________ EY1883* NAD 83(1986)- 35 40 07.70993(N) 077 21 37.61167(W) ADJUSTED EY1883* NAVD 88 - 12.821 (meters) 42.06 (feet) ADJUSTED EY1883 ___________________________________________________________________ EY1883 LAPLACE CORR- -1.91 (seconds) DEFLEC99 EY1883 GEOID HEIGHT- -35.77 (meters) GEOID99 EY1883 DYNAMIC HT - 12.810 (meters) 42.03 (feet) COMP EY1883 MODELED GRAV- 979,785.3 (mgal) NAVD 88 EY1883 EY1883 HORZ ORDER - FIRST EY1883 VERT ORDER - SECOND CLASS II EY1883 EY1883.The North Carolina/South Carolina HARNS have been completed but, EY1883.due to contractual restrictions, coordinates for these stations EY1883.will NOT be published in the near future. In the interim, the EY1883.published coordinates in North and South Carolina will not be EY1883.consistent with the Continuously Operating Reference Stations EY1883.(CORS). The HARN coordinates for these stations are available EY1883.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY1883.Lapine(803-896-7700). EY1883. EY1883.In addition, the published North and South Carolina positions EY1883.(NAD 83 (1986)) are NOT consistent with those determined in EY1883.adjacent state readjustments. The discontinuity between stations EY1883.located in North or South Carolina and those in adjacent states EY1883.which have been adjusted to the HARN may be as much as 5 EY1883.decimeters. This will result in a significant loss of accuracy EY1883.over lines crossing such state borders. EY1883 EY1883 EY1883.The horizontal coordinates were established by GPS observations EY1883.and adjusted by the National Geodetic Survey in October 2001. EY1883 EY1883.The orthometric height was determined by differential leveling EY1883.and adjusted by the National Geodetic Survey in June 1991. EY1883 EY1883.The Laplace correction was computed from DEFLEC99 derived deflections. EY1883 EY1883.The geoid height was determined by GEOID99. EY1883 EY1883.The dynamic height is computed by dividing the NAVD 88 EY1883.geopotential number by the normal gravity value computed on the EY1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1883.degrees latitude (g = 980.6199 gals.). EY1883 EY1883.The modeled gravity was interpolated from observed gravity values. EY1883 EY1883; North East Units Scale Converg. EY1883;SPC NC - 214,081.466 758,023.191 MT 0.99989901 +0 56 46.7 EY1883;UTM 18 - 3,949,782.462 286,352.999 MT 1.00016251 -1 22 36.8 EY1883 EY1883 SUPERSEDED SURVEY CONTROL EY1883 EY1883 NAD 83(1986)- 35 40 07.70953(N) 077 21 37.61666(W) AD( ) 1 EY1883 NGVD 29 - 13.18 (m) 43.2 (f) LEVELING 3 EY1883 EY1883.Superseded values are not recommended for survey control. EY1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1883.See file dsdata.txt to determine how the superseded data were derived. EY1883 EY1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8635349782(NAD 83) EY1883_MARKER: DH = HORIZONTAL CONTROL DISK EY1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1883_STAMPING: MIDDLE 1979 EY1883_MARK LOGO: NCGS EY1883_PROJECTION: FLUSH EY1883_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1883+STABILITY: SURFACE MOTION EY1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1883+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002 EY1883 EY1883 HISTORY - Date Condition Report By EY1883 HISTORY - 1979 MONUMENTED NCGS EY1883 HISTORY - 1980 GOOD NCGS EY1883 HISTORY - 1986 GOOD USPSQD EY1883 HISTORY - 19950118 GOOD NCGS EY1883 HISTORY - 19960402 GOOD NCGS EY1883 HISTORY - 19970401 GOOD NCGS EY1883 HISTORY - 19980416 GOOD NCDOT EY1883 HISTORY - 20010201 GOOD NCGS EY1883 HISTORY - 20010522 GOOD NCGS EY1883 HISTORY - 20020619 GOOD NCGS EY1883 EY1883 STATION DESCRIPTION EY1883 EY1883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1883'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES NORTH OF GREENVILLE EY1883'AND 6.5 MILES SOUTHWEST OF STOKES. THE STATION IS LOCATED NORTH OF EY1883'GREENVILLE AT THE INTERSECTION OF US 13-NC 11 WITH NC 903 AND SR 1415 EY1883'ON SOUTH SIDE OF NC 903 BETWEEN INTERSECTION AND SCLRR. EY1883' EY1883'STATION MARK IS A STANDARD DISK STAMPED---MIDDLE 1979---SET IN TOP EY1883'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY1883'THE MARK IS 53.6 FEET WEST OF WEST RAIL, 42.8 FEET SOUTHEAST OF WEST EY1883'END OF GUARD RAIL, 85.7 FEET SOUTHWEST OF METAL RAILROAD SIGNAL POST EY1883'AND 65.2 FEET NORTH OF TELEPHONE POLE 48 WITH REFERENCE TAG. EY1883 EY1883 STATION RECOVERY (1980) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1883'4.4 MI NORTH FROM GREENVILLE. EY1883'LOCATED AT THE INTERSECTION OF U.S. 13, N.C. 11 AND N.C. 903 EY1883'BETWEEN RAILROAD AND HIGHWAY ON SOUTH SIDE OF N.C. 903, 53.6 FEET EY1883'WEST OF WEST RAIL, 42.8 FEET SOUTHEAST OF WEST END OF GUARD RAIL, 85.7 EY1883'FEET SOUTHWEST OF METAL RAILROAD SIGNAL POST AND 65.2 FEET NORTH OF EY1883'TELEPHONE POLE WITH REFERENCE TAG. EY1883'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1883 EY1883 STATION RECOVERY (1986) EY1883 EY1883'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB) EY1883'RECOVERED IN GOOD CONDITION. EY1883 EY1883 STATION RECOVERY (1995) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY1883'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTH OF GREENVILLE, AND 6.5 EY1883'MI (10.5 KM) SOUTHWEST OF STOKES. STATION IS LOCATED NORTH OF EY1883'GREENVILLE AT THE INTERSECTION OF US 13 AND NC 11 WITH NC 903 AND SR EY1883'1415 ON THE SOUTH SIDE OF NC 903 BETWEEN THE INTERSECTION AND SCL EY1883'RAILROAD. MARK IS RECESSED 2 INCHES BELOW THE GROUND. LOCATED 53.6 FT EY1883'(16.3 M) WEST-NORTHWEST OF THE WEST RAIL, 43.3 FT (13.2 M) SOUTHEAST EY1883'OF WEST END OF METAL GUARD RAIL, 81.5 FT (24.8 M) SOUTHWEST OF A METAL EY1883'RAILROAD SIGNAL POST, 65.6 FT (20.0 M) NORTH-NORTHEAST OF A TELEPHONE EY1883'POLE (P 48) WITH REFERENCE TAG, 60.2 FT (18.3 M) NORTH-NORTHEAST OF A EY1883'CT/T MANHOLE COVER, 54.4 FT (16.6 M) EAST OF A TRAFFIC LIGHT SIGNAL EY1883'POLE. EY1883 EY1883 STATION RECOVERY (1996) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY1883'RECOVERED AS DESCRIBED. EY1883 EY1883 STATION RECOVERY (1997) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY1883'RECOVERED AS DESCRIBED. EY1883 EY1883 STATION RECOVERY (1998) EY1883 EY1883'RECOVERY NOTE BY NC DOT DIV OF HWYS 1998 (RMS) EY1883'RECOVERED IN GOOD CONDITION. EY1883 EY1883 STATION RECOVERY (2001) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY1883'RECOVERED AS DESCRIBED WITH CORRECTION. MARK IS RECESSED ABOUT 2 EY1883'INCHES BELOW THE EY1883'GROUND. EY1883' EY1883' EY1883 EY1883 STATION RECOVERY (2001) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY1883'RECOVERED AS DESCRIBED. EY1883 EY1883 STATION RECOVERY (2002) EY1883 EY1883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH) EY1883'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY1823 *********************************************************************** EY1823 CBN - This is a Cooperative Base Network Control Station. EY1823 DESIGNATION - PENNY EY1823 PID - EY1823 EY1823 STATE/COUNTY- NC/PITT EY1823 USGS QUAD - FARMVILLE (1981) EY1823 EY1823 *CURRENT SURVEY CONTROL EY1823 ___________________________________________________________________ EY1823* NAD 83(1986)- 35 32 29.41332(N) 077 31 57.61738(W) ADJUSTED EY1823* NAVD 88 - 15.621 (meters) 51.25 (feet) ADJUSTED EY1823 ___________________________________________________________________ EY1823 LAPLACE CORR- -2.99 (seconds) DEFLEC99 EY1823 GEOID HEIGHT- -35.71 (meters) GEOID99 EY1823 DYNAMIC HT - 15.608 (meters) 51.21 (feet) COMP EY1823 MODELED GRAV- 979,768.6 (mgal) NAVD 88 EY1823 EY1823 HORZ ORDER - FIRST EY1823 VERT ORDER - SECOND CLASS II EY1823 EY1823.The North Carolina/South Carolina HARNS have been completed but, EY1823.due to contractual restrictions, coordinates for these stations EY1823.will NOT be published in the near future. In the interim, the EY1823.published coordinates in North and South Carolina will not be EY1823.consistent with the Continuously Operating Reference Stations EY1823.(CORS). The HARN coordinates for these stations are available EY1823.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY1823.Lapine(803-896-7700). EY1823. EY1823.In addition, the published North and South Carolina positions EY1823.(NAD 83 (1986)) are NOT consistent with those determined in EY1823.adjacent state readjustments. The discontinuity between stations EY1823.located in North or South Carolina and those in adjacent states EY1823.which have been adjusted to the HARN may be as much as 5 EY1823.decimeters. This will result in a significant loss of accuracy EY1823.over lines crossing such state borders. EY1823 EY1823 EY1823.The horizontal coordinates were established by GPS observations EY1823.and adjusted by the National Geodetic Survey in March 1989. EY1823 EY1823.The orthometric height was determined by differential leveling EY1823.and adjusted by the National Geodetic Survey in June 1991. EY1823 EY1823.The Laplace correction was computed from DEFLEC99 derived deflections. EY1823 EY1823.The geoid height was determined by GEOID99. EY1823 EY1823.The dynamic height is computed by dividing the NAVD 88 EY1823.geopotential number by the normal gravity value computed on the EY1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1823.degrees latitude (g = 980.6199 gals.). EY1823 EY1823.The modeled gravity was interpolated from observed gravity values. EY1823 EY1823; North East Units Scale Converg. EY1823;SPC NC - 199,715.901 742,642.424 MT 0.99988534 +0 50 48.8 EY1823;UTM 18 - 3,936,047.411 270,397.940 MT 1.00024969 -1 28 22.3 EY1823 EY1823 SUPERSEDED SURVEY CONTROL EY1823 EY1823 NAD 27 - 35 32 28.82822(N) 077 31 58.72252(W) AD( ) 3 EY1823 NGVD 29 - 15.97 (m) 52.4 (f) LEVELING 3 EY1823 EY1823.Superseded values are not recommended for survey control. EY1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1823.See file dsdata.txt to determine how the superseded data were derived. EY1823 EY1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7039836047(NAD 83) EY1823_MARKER: DH = HORIZONTAL CONTROL DISK EY1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1823_STAMPING: PENNY 1979 EY1823_MARK LOGO: NCGS EY1823_PROJECTION: FLUSH EY1823_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY1823+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001 EY1823 EY1823 HISTORY - Date Condition Report By EY1823 HISTORY - 1979 MONUMENTED NCGS EY1823 HISTORY - 1980 GOOD NCGS EY1823 HISTORY - 1987 GOOD NGS EY1823 HISTORY - 19950118 GOOD NCGS EY1823 HISTORY - 20010522 GOOD NCGS EY1823 EY1823 STATION DESCRIPTION EY1823 EY1823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1823'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF FARMVILLE EY1823'AND 5.2 MILES NORTHEAST OF MAURY. EY1823' EY1823'TO REACH STATION FROM INTERSECTION OF US 264 WITH US 13 SOUTHEAST OF EY1823'FARMVILLE, PROCEED EASTERLY ALONG US 13 AND US 264 FOR 0.55 MILES TO EY1823'STATION ON THE RIGHT IN THE YARD OF A WHITE FRAME HOUSE. EY1823' EY1823'STATION MARK IS A STANDARD DISK STAMPED---PENNY 1979---SET IN TOP EY1823'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY1823'THE MARK IS 71.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 264, 84.6 EY1823'FEET WEST-NORTHWEST OF CENTERLINE OF DRIVEWAY, 64.5 FEET NORTHWEST OF EY1823'POWER POLE WITH REFERENCE TAG, 147.0 FEET NORTHWEST OF 15 INCH OAK EY1823'WITH REFERENCE TAG AND 72.8 FEET EAST OF NORTHEAST CORNER OF HOUSE. EY1823 EY1823 STATION RECOVERY (1980) EY1823 EY1823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY1823'4.9 MI SE FROM FARMVILLE. EY1823'0.55 MILE EASTERLY ALONG U.S. 13 - U.S. 264 FROM THEIR INTERSECTION EY1823'SOUTHEAST OF FARMVILLE, IN YARD OF A WHITE FRAME HOUSE, 71.5 FEET EY1823'SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY, 84.6 FEET WEST-NORTHWEST EY1823'OF CENTERLINE OF DRIVE, 64.5 FEET NORTHWEST OF POWER POLE WITH EY1823'REFERENCE TAG, 72.8 FEET EAST OF NORTHEAST CORNER OF HOUSE AND EY1823'147.0 FEET NORTHWEST OF 15 INCH OAK WITH REFERENCE TAG. EY1823'THE MARK IS 3 FT BELOW HIGHWAY. EY1823 EY1823 STATION RECOVERY (1987) EY1823 EY1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP) EY1823'THE STATION WAS RECOVERED AT THIS DATE. EY1823'IN GOOD CONDITION, NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME. EY1823' EY1823'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF EY1823'GREENVILLE, 7.9 KM (4.9 MI) SOUTHEAST OF FARMVILLE AND ON HIGHWAY EY1823'RIGHT-OF-WAY. EY1823'OWNERSHIP--NC DEPT OF TRANSP, PO BOX 25201, RALEIGH NC 27611, PH EY1823'919-733-7384. EY1823' EY1823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13 AND 264, EY1823'WHICH IS ABOUT 6.9 KM (4.3 MI) SOUTHEAST OF FARMVILLE. GO EY1823'SOUTHEAST ON THE HIGHWAYS FOR 1.0 KM (0.6 MI) TO THE STATION ON THE EY1823'RIGHT. EY1823' EY1823'THE STATION IS A STANDARD NCGS DISK EY1823'STAMPED---PENNEY 1979---, EY1823'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND. EY1823'44.8 METERS (147.0 FT) NORTHWEST FROM A 39 CM IN DIAMETER OAK TREE, EY1823'25.8 METERS (84.6 FT) WEST-NORTHWEST FROM THE CENTER OF A DIRT EY1823'DRIVE, EY1823'21.8 METERS (71.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE EY1823'HIGHWAYS, EY1823'22.2 METERS (72.8 FT) EAST FROM THE NORTHEAST CORNER OF THE HOUSE, EY1823'AND EY1823'19.7 METERS (64.5 FT) NORTHWEST FROM A POWER POLE WITH A REFERENCE EY1823'TAG. EY1823' EY1823'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, EY1823'1987. EY1823' EY1823'THIS STATION IS SUITABLE FOR GPS SURVEYS. EY1823' EY1823'DESCRIBED BY J.N. LEONHARDT. EY1823 EY1823 STATION RECOVERY (1995) EY1823 EY1823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY1823'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHEAST OF FARMVILLE, AND EY1823'5.2 MI (8.4 KM) NORTHEAST OF MAURY. ALONG US 264 FOR 0.55 MI (0.89 KM) EY1823'EASTERLY FROM US 13-SOUTHEAST OF FARMVILLE, ON THE RIGHT, IN THE YARD EY1823'OF A WHITE WOOD FRAME HOUSE. MARK IS RECESSED 1 INCH BELOW THE GROUND. EY1823'LOCATED 72.0 FT (21.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 264, EY1823'94.0 FT (28.7 M) SOUTHEAST OF THE CENTERLINE OF DIRT DRIVE TO HOUSE, EY1823'65.0 FT (19.8 M) NORTH-NORTHWEST OF A POWER POLE WITH REFERENCE TAG, EY1823'148.0 FT (45.1 M) NORTHWEST OF A 24-INCH OAK WITH REFERENCE TAG, 72.8 EY1823'FT (22.2 M) EAST OF THE NORTHEAST CORNER OF HOUSE, 71.3 FT (21.7 M) EY1823'WEST OF A TELEPHONE PEDESTAL. EY1823 EY1823 STATION RECOVERY (2001) EY1823 EY1823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY1823'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH7103 *********************************************************************** AH7103 SACS - This is a Secondary Airport Control Station. AH7103 DESIGNATION - PGV A AH7103 PID - AH7103 AH7103 STATE/COUNTY- NC/PITT AH7103 USGS QUAD - GREENVILLE NW (1982) AH7103 AH7103 *CURRENT SURVEY CONTROL AH7103 ___________________________________________________________________ AH7103* NAD 83(2001)- 35 38 03.93984(N) 077 23 25.60235(W) ADJUSTED AH7103* NAVD 88 - 7.194 (meters) 23.60 (feet) ADJUSTED AH7103 ___________________________________________________________________ AH7103 X - 1,132,945.332 (meters) COMP AH7103 Y - -5,064,538.662 (meters) COMP AH7103 Z - 3,695,283.594 (meters) COMP AH7103 LAPLACE CORR- -2.11 (seconds) DEFLEC99 AH7103 ELLIP HEIGHT- -28.59 (meters) (02/10/03) GPS OBS AH7103 GEOID HEIGHT- -35.80 (meters) GEOID99 AH7103 DYNAMIC HT - 7.188 (meters) 23.58 (feet) COMP AH7103 MODELED GRAV- 979,780.1 (mgal) NAVD 88 AH7103 AH7103 HORZ ORDER - B AH7103 VERT ORDER - SECOND CLASS II AH7103 ELLP ORDER - FOURTH CLASS II AH7103 AH7103.This mark is at Pitt-Greenville Airport (PGV) AH7103 AH7103.The North Carolina/South Carolina HARNS have been completed but, AH7103.due to contractual restrictions, coordinates for these stations AH7103.will NOT be published in the near future. In the interim, the AH7103.published coordinates in North and South Carolina will not be AH7103.consistent with the Continuously Operating Reference Stations AH7103.(CORS). The HARN coordinates for these stations are available AH7103.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH7103.Lapine(803-896-7700). AH7103. AH7103.In addition, the published North and South Carolina positions AH7103.(NAD 83 (1986)) are NOT consistent with those determined in AH7103.adjacent state readjustments. The discontinuity between stations AH7103.located in North or South Carolina and those in adjacent states AH7103.which have been adjusted to the HARN may be as much as 5 AH7103.decimeters. This will result in a significant loss of accuracy AH7103.over lines crossing such state borders. AH7103 AH7103 AH7103.The horizontal coordinates were established by GPS observations AH7103.and adjusted by the National Geodetic Survey in February 2003. AH7103.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH7103.DATUM ITEM on the data sheet items page. AH7103 AH7103.The orthometric height was determined by differential leveling AH7103.and adjusted by the National Geodetic Survey in July 1999. AH7103 AH7103.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH7103 AH7103.The Laplace correction was computed from DEFLEC99 derived deflections. AH7103 AH7103.The ellipsoidal height was determined by GPS observations AH7103.and is referenced to NAD 83. AH7103 AH7103.The geoid height was determined by GEOID99. AH7103 AH7103.The dynamic height is computed by dividing the NAVD 88 AH7103.geopotential number by the normal gravity value computed on the AH7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH7103.degrees latitude (g = 980.6199 gals.). AH7103 AH7103.The modeled gravity was interpolated from observed gravity values. AH7103 AH7103; North East Units Scale Converg. AH7103;SPC NC - 210,223.308 755,369.728 MT 0.99989483 +0 55 44.4 AH7103;UTM 18 - 3,946,033.989 283,544.587 MT 1.00017740 -1 23 35.7 AH7103 AH7103 SUPERSEDED SURVEY CONTROL AH7103 AH7103 NAD 83(1995)- 35 38 03.94021(N) 077 23 25.60195(W) AD( ) B AH7103 ELLIP HT - -28.60 (m) (08/23/00) GP( ) 4 2 AH7103 AH7103.Superseded values are not recommended for survey control. AH7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH7103.See file dsdata.txt to determine how the superseded data were derived. AH7103 AH7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8354546034(NAD 83) AH7103_MARKER: DH = HORIZONTAL CONTROL DISK AH7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH7103_STAMPING: PGV A 1997 AH7103_MARK LOGO: NGS AH7103_PROJECTION: FLUSH AH7103_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH7103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH7103+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1998 AH7103 AH7103 HISTORY - Date Condition Report By AH7103 HISTORY - 1997 MONUMENTED NCGS AH7103 HISTORY - 19961216 GOOD NCGS AH7103 HISTORY - 19981006 GOOD NCGS AH7103 AH7103 STATION DESCRIPTION AH7103 AH7103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AH7103'STATION IS LOCATED AT THE PITT-GREENVILLE AIRPORT. ALONG US 13 AND NC AH7103'11 FOR 1.2 MI (1.9 KM) NORTH FROM THE CENTERLINE OF THE TAR RIVER AH7103'BRIDGE, AT THE AIRPORT ENTRANCE, IN THE NORTHWEST QUADRANT OF RUNWAY AH7103'7/14. MARK IS ABOUT LEVEL WITH THE RUNWAYS AND RECESSED 1-INCH BELOW AH7103'GROUND. LOCATED 317.7 FT (96.8 M) NORTH-NORTHWEST OF THE CENTER OF AH7103'RUNWAY 7/25, 338.5 FT (103.2 M) SOUTHWEST OF THE CENTER OF RUNWAY AH7103'14/32--AND 127.3 FT (38.8 M) NORTHEAST OF THE NORTHERN END OF A AH7103'10-INCH REINFORCED CONCRETE PIPE AND HEADWALL. THIS STATION IS AH7103'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. AH7103 AH7103 STATION RECOVERY (1996) AH7103 AH7103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AH7103'STATION IS LOCATED AT THE PITT-GREENVILLE AIRPORT. ALONG US-13 AND AH7103'NC-11 FOR 1.2 MI (1.9 KM) NORTH FROM THE CENTERLINE OF THE TAR RIVER AH7103'BRIDGE TO THE ENTRANCE TO THE PITT-GREENVILLE AIRPORT AND THE STATION, AH7103'IN THE NORTHWEST QUADRANT OF RUNWAY 7/14. MARK IS ABOUT LEVEL WITH THE AH7103'RUNWAYS, AND IS RECESSED 1 INCH BELOW THE GROUND. LOCATED 317.7 FT AH7103'(96.8 M) NORTH-NORTHWEST OF THE CENTERLINE OF RUNWAY 7/25, 338.5 FT AH7103'(103.2 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32,--AND 127.3 FT AH7103'(38.8 M) NORTHEAST OF THE NORTHERN END OF A 10-INCH RCP WITH CONCRETE AH7103'HEADWALL. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL AH7103'STATION. AH7103 AH7103 STATION RECOVERY (1998) AH7103 AH7103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (EJH) AH7103'STATION IS LOCATED AT THE PITT-GREENVILLE AIRPORT. ALONG US-13 AND AH7103'NC-11 FOR 1.2 MI (1.9 KM) NORTH FROM THE CENTERLINE OF THE TAR RIVER AH7103'BRIDGE TO THE ENTRANCE TO THE PITT-GREENVILLE AIRPORT AND THE STATION, AH7103'IN THE NORTHWEST QUADRANT OF RUNWAY 7/14. MARK IS ABOUT LEVEL WITH THE AH7103'RUNWAYS, AND IS RECESSED 1 INCH BELOW THE GROUND. LOCATED 317.7 FT AH7103'(96.8 M) NORTH-NORTHWEST OF THE CENTERLINE OF RUNWAY 7/25, 338.5 FT AH7103'(103.2 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32,--AND 127.3 FT AH7103'(38.8 M) NORTHEAST OF THE NORTHERN END OF A 10-INCH RCP WITH CONCRETE AH7103'HEADWALL. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL AH7103'STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY4054 *********************************************************************** EY4054 PACS - This is a Primary Airport Control Station. EY4054 DESIGNATION - PITTPORT EY4054 PID - EY4054 EY4054 STATE/COUNTY- NC/PITT EY4054 USGS QUAD - GREENVILLE NW (1982) EY4054 EY4054 *CURRENT SURVEY CONTROL EY4054 ___________________________________________________________________ EY4054* NAD 83(2001)- 35 38 00.12734(N) 077 23 01.13000(W) ADJUSTED EY4054* NAVD 88 - 6.277 (meters) 20.59 (feet) ADJUSTED EY4054 ___________________________________________________________________ EY4054 X - 1,133,560.995 (meters) COMP EY4054 Y - -5,064,470.274 (meters) COMP EY4054 Z - 3,695,187.553 (meters) COMP EY4054 LAPLACE CORR- -2.19 (seconds) DEFLEC99 EY4054 ELLIP HEIGHT- -29.52 (meters) (02/10/03) GPS OBS EY4054 GEOID HEIGHT- -35.81 (meters) GEOID99 EY4054 DYNAMIC HT - 6.272 (meters) 20.58 (feet) COMP EY4054 MODELED GRAV- 979,780.4 (mgal) NAVD 88 EY4054 EY4054 HORZ ORDER - B EY4054 VERT ORDER - SECOND CLASS II EY4054 ELLP ORDER - FOURTH CLASS II EY4054 EY4054.This mark is at Pitt-Greenville Airport (PGV) EY4054 EY4054.The North Carolina/South Carolina HARNS have been completed but, EY4054.due to contractual restrictions, coordinates for these stations EY4054.will NOT be published in the near future. In the interim, the EY4054.published coordinates in North and South Carolina will not be EY4054.consistent with the Continuously Operating Reference Stations EY4054.(CORS). The HARN coordinates for these stations are available EY4054.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY4054.Lapine(803-896-7700). EY4054. EY4054.In addition, the published North and South Carolina positions EY4054.(NAD 83 (1986)) are NOT consistent with those determined in EY4054.adjacent state readjustments. The discontinuity between stations EY4054.located in North or South Carolina and those in adjacent states EY4054.which have been adjusted to the HARN may be as much as 5 EY4054.decimeters. This will result in a significant loss of accuracy EY4054.over lines crossing such state borders. EY4054 EY4054 EY4054.The horizontal coordinates were established by GPS observations EY4054.and adjusted by the National Geodetic Survey in February 2003. EY4054.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EY4054.DATUM ITEM on the data sheet items page. EY4054 EY4054.The orthometric height was determined by differential leveling EY4054.and adjusted by the National Geodetic Survey in July 1999. EY4054 EY4054.The X, Y, and Z were computed from the position and the ellipsoidal ht. EY4054 EY4054.The Laplace correction was computed from DEFLEC99 derived deflections. EY4054 EY4054.The ellipsoidal height was determined by GPS observations EY4054.and is referenced to NAD 83. EY4054 EY4054.The geoid height was determined by GEOID99. EY4054 EY4054.The dynamic height is computed by dividing the NAVD 88 EY4054.geopotential number by the normal gravity value computed on the EY4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4054.degrees latitude (g = 980.6199 gals.). EY4054 EY4054.The modeled gravity was interpolated from observed gravity values. EY4054 EY4054; North East Units Scale Converg. EY4054;SPC NC - 210,115.837 755,987.233 MT 0.99989471 +0 55 58.5 EY4054;UTM 18 - 3,945,901.550 284,157.402 MT 1.00017413 -1 23 21.3 EY4054 EY4054: Primary Azimuth Mark Grid Az EY4054:SPC NC - PITTPORT AZ MK 004 10 36.4 EY4054:UTM 18 - PITTPORT AZ MK 006 29 56.2 EY4054 EY4054|---------------------------------------------------------------------| EY4054| PID Reference Object Distance Geod. Az | EY4054| dddmmss.s | EY4054| EY4061 PITTPORT AZ MK APPROX. 0.6 KM 0050634.9 | EY4054|---------------------------------------------------------------------| EY4054 EY4054 SUPERSEDED SURVEY CONTROL EY4054 EY4054 NAD 83(1995)- 35 38 00.12771(N) 077 23 01.12960(W) AD( ) B EY4054 ELLIP HT - -29.54 (m) (08/23/00) GP( ) 4 2 EY4054 NAD 83(1986)- 35 38 00.14020(N) 077 23 01.14160(W) AD( ) 3 EY4054 NAD 27 - 35 37 59.55544(N) 077 23 02.26500(W) AD( ) 3 EY4054 NGVD 29 - 6.5 (m) 21. (f) GPS OBS EY4054 EY4054.Superseded values are not recommended for survey control. EY4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4054.See file dsdata.txt to determine how the superseded data were derived. EY4054 EY4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8415745902(NAD 83) EY4054_MARKER: DH = HORIZONTAL CONTROL DISK EY4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4054_STAMPING: PITTPORT 1986 EY4054_MARK LOGO: NGS EY4054_PROJECTION: FLUSH EY4054_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4054+STABILITY: SURFACE MOTION EY4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4054+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996 EY4054 EY4054 HISTORY - Date Condition Report By EY4054 HISTORY - 1986 MONUMENTED NGS EY4054 HISTORY - 19900215 GOOD NGS EY4054 HISTORY - 19920210 GOOD NCGS EY4054 HISTORY - 19961107 GOOD NCGS EY4054 EY4054 STATION DESCRIPTION EY4054 EY4054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP) EY4054'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EY4054'WEST OF GREENVILLE AND ON THE PITT-GREENVILLE AIRPORT NEAR THE EY4054'WINDSOCK. EY4054'OWNERSHIP--GREENVILLE CITY, MR JIM TURCOTT, AIRPORT MANAGER, PO BOX EY4054'671, GREENVILLE NC 27834, PH 919-758-4707. EY4054' EY4054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE EY4054'HIGHWAY 33 WEST, ON THE WEST SIDE OF GREENVILLE, GO SOUTH ON EY4054'HIGHWAY 13 FOR 1.0 KM (0.6 MI) TO A PAVED ROAD AND THE AIRPORT EY4054'ENTRANCE ON THE RIGHT. EY4054'TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.3 KM EY4054'(0.2 MI) TO THE TERMINAL, PARKING AND RUNWAYS ACCESS GATE ON THE EY4054'LEFT. PASS THROUGH THE GATE AND GO WESTERLY ACROSS APRON AND RAMP EY4054'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT NEAR WINDSOCK. EY4054' EY4054'THE STATION IS A STANDARD NGS DISK EY4054'STAMPED---PITTPORT 1986---, EY4054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EY4054'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EY4054'83.8 METERS (275.0 FT) EAST FROM THE CENTERLINE OF THE RUNWAY, EY4054'41.9 METERS (137.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE RAMP, EY4054'32.5 METERS (106.5 FT) SOUTHEAST FROM AN INFORMATION MARKER (1-19), EY4054'AND EY4054'16.0 METERS (52.5 FT) WEST-NORTHWEST FROM THE WINDSOCK. EY4054'THE UNDERGROUND MARK IS A STANDARD NGS DISK EY4054'STAMPED---PITTPORT 1986---, EY4054'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EY4054' EY4054'THE AZIMUTH MARK IS A STANDARD NGS DISK EY4054'STAMPED---PITTPORT 1986---, EY4054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EY4054'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EY4054'55.6 METERS (182.3 FT) EAST FROM THE CENTER OF RUNWAY 19, EY4054'45.3 METERS (148.5 FT) WEST FROM THE CENTER OF THE RAMP, EY4054'34.1 METERS (112.0 FT) SOUTH FROM THE CENTER OF THE TAXIWAY, EY4054'19.2 METERS (63.0 FT) EAST-NORTHEAST FROM A VASI LIGHT, EY4054'19.0 METERS (62.4 FT) SOUTH-SOUTHWEST FROM AN INFORMATION MARKER EY4054'(19), AND EY4054'9.8 METERS (32.0 FT) NORTH-NORTHWEST FROM A 0.6 METER SQUARE METAL EY4054'CATCH BASIN COVER. EY4054'TO REACH THE AZIMUTH FROM THE STATION, EY4054'GO NORTH FOR 0.7 KM (0.45 MI) ON THE TAXIWAY TO THE MARK ON ON THE EY4054'LEFT, NEAR A VASI LIGHT AND RAMP FOR RUNWAY 19. EY4054'THE UNDERGROUND MARK IS A STANDARD NGS DISK EY4054'STAMPED---PITTPORT 1986---, EY4054'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EY4054' EY4054'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, EY4054'1987. EY4054' EY4054'THIS STATION IS SUITABLE FOR GPS SURVEYS. EY4054' EY4054'DESCRIBED K.R. WALLACE. EY4054 EY4054 STATION RECOVERY (1990) EY4054 EY4054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DAH) EY4054'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT NEAR THE MIDFIELD EY4054'WINDSOCK AND IN FRONT OF THE TERMINAL. IT IS 275 FT (83.8 M) EAST OF EY4054'THE CENTERLINE OF RWY 1-19, 137.3 FT (41.8 M) SOUTH OF THE CENTERLINE EY4054'OF AN E/W TAXIWAY, 106.2 FT (32.4 M) SOUTHEAST OF A LIGHTED SIGN 1-19, EY4054'52.6 FT (16.0 M) NORTHWEST OF THE WINDSOCK AND BETWEEN TWO OF THE EY4054'CONCRETE SLABS FORMING THE SEGMENTED CIRCLE. IT IS AN NGS HORIZONTAL EY4054'CONTROL MARK DISK STAMPED PITTPORT 1986 AND SET IN THE TOP OF A ROUND EY4054'CONCRETE POST FLUSH WITH THE GROUND. NOTE, POSITIONED BY NGS ADAM EY4054'PROGRAMS. EY4054 EY4054 STATION RECOVERY (1992) EY4054 EY4054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EY4054'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF GREENVILLE AT THE EY4054'PITT-GREENVILLE AIRPORT. AIRPORT MANAGER IS JIM TURCOTTE, P.O. BOX EY4054'671, GREENVILLE, N.C. 27834--PHONE (919) 758-4707. PROCEED SOUTH ALONG EY4054'NC 13 FROM NC 33 (ON WEST SIDE OF GREENVILLE) FOR 0.7 MI (1.1 KM) TO EY4054'THE AIRPORT ENTRANCE AND PAVED ROAD RIGHT. TURN RIGHT AND GO WEST FOR EY4054'0.2 MI (0.3 KM) TO TERMINAL, PARKING, AND RUNWAYS ACCESS GATE ON LEFT. EY4054'PASS THROUGH GATE, GO WEST ACROSS APRON AND RAMP FOR 0.15 MI (0.24 KM) EY4054'TO STATION ON THE LEFT NEAR A WINDSOCK. IT IS ALSO 0.1 MI (0.2 KM) EY4054'WEST OF THE TERMINAL BUILDING. MARK IS FLUSH WITH GROUND. LOCATED EY4054'275.0 FT (83.8 M) EAST OF THE CENTERLINE OF THE RUNWAY, 137.5 FT (41.9 EY4054'M) SOUTH-SOUTHWEST OF THE CENTER OF A RAMP, 106.5 FT (32.5 M) EY4054'SOUTHEAST OF AN INFORMATION MARKER (1-19), AND 52.5 FT (16.0 M) EY4054'WEST-NORTHWEST OF THE WINDSOCK. EY4054 EY4054 STATION RECOVERY (1996) EY4054 EY4054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY4054'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY EY4054'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY4061 *********************************************************************** EY4061 SACS - This is a Secondary Airport Control Station. EY4061 DESIGNATION - PITTPORT AZ MK EY4061 PID - EY4061 EY4061 STATE/COUNTY- NC/PITT EY4061 USGS QUAD - GREENVILLE NW (1982) EY4061 EY4061 *CURRENT SURVEY CONTROL EY4061 ___________________________________________________________________ EY4061* NAD 83(2001)- 35 38 20.22128(N) 077 22 58.92897(W) ADJUSTED EY4061* NAVD 88 - 6.531 (meters) 21.43 (feet) ADJUSTED EY4061 ___________________________________________________________________ EY4061 X - 1,133,536.266 (meters) COMP EY4061 Y - -5,064,106.266 (meters) COMP EY4061 Z - 3,695,691.019 (meters) COMP EY4061 LAPLACE CORR- -2.10 (seconds) DEFLEC99 EY4061 ELLIP HEIGHT- -29.27 (meters) (02/10/03) GPS OBS EY4061 GEOID HEIGHT- -35.80 (meters) GEOID99 EY4061 DYNAMIC HT - 6.525 (meters) 21.41 (feet) COMP EY4061 MODELED GRAV- 979,780.9 (mgal) NAVD 88 EY4061 EY4061 HORZ ORDER - FIRST EY4061 VERT ORDER - SECOND CLASS II EY4061 ELLP ORDER - FOURTH CLASS II EY4061 EY4061.This mark is at Pitt-Greenville Airport (PGV) EY4061 EY4061.The North Carolina/South Carolina HARNS have been completed but, EY4061.due to contractual restrictions, coordinates for these stations EY4061.will NOT be published in the near future. In the interim, the EY4061.published coordinates in North and South Carolina will not be EY4061.consistent with the Continuously Operating Reference Stations EY4061.(CORS). The HARN coordinates for these stations are available EY4061.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY4061.Lapine(803-896-7700). EY4061. EY4061.In addition, the published North and South Carolina positions EY4061.(NAD 83 (1986)) are NOT consistent with those determined in EY4061.adjacent state readjustments. The discontinuity between stations EY4061.located in North or South Carolina and those in adjacent states EY4061.which have been adjusted to the HARN may be as much as 5 EY4061.decimeters. This will result in a significant loss of accuracy EY4061.over lines crossing such state borders. EY4061 EY4061 EY4061.The horizontal coordinates were established by GPS observations EY4061.and adjusted by the National Geodetic Survey in February 2003. EY4061.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EY4061.DATUM ITEM on the data sheet items page. EY4061 EY4061.The orthometric height was determined by differential leveling EY4061.and adjusted by the National Geodetic Survey in July 1999. EY4061 EY4061.The X, Y, and Z were computed from the position and the ellipsoidal ht. EY4061 EY4061.The Laplace correction was computed from DEFLEC99 derived deflections. EY4061 EY4061.The ellipsoidal height was determined by GPS observations EY4061.and is referenced to NAD 83. EY4061 EY4061.The geoid height was determined by GEOID99. EY4061 EY4061.The dynamic height is computed by dividing the NAVD 88 EY4061.geopotential number by the normal gravity value computed on the EY4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4061.degrees latitude (g = 980.6199 gals.). EY4061 EY4061.The modeled gravity was interpolated from observed gravity values. EY4061 EY4061; North East Units Scale Converg. EY4061;SPC NC - 210,735.889 756,032.514 MT 0.99989536 +0 55 59.7 EY4061;UTM 18 - 3,946,519.429 284,227.790 MT 1.00017376 -1 23 20.7 EY4061 EY4061: Primary Azimuth Mark Grid Az EY4061:SPC NC - PITTPORT 184 10 36.5 EY4061:UTM 18 - PITTPORT 186 29 56.9 EY4061 EY4061|---------------------------------------------------------------------| EY4061| PID Reference Object Distance Geod. Az | EY4061| dddmmss.s | EY4061| EY4054 PITTPORT APPROX. 0.6 KM 1850636.2 | EY4061|---------------------------------------------------------------------| EY4061 EY4061 SUPERSEDED SURVEY CONTROL EY4061 EY4061 NAD 83(1995)- 35 38 20.22166(N) 077 22 58.92857(W) AD( ) 1 EY4061 ELLIP HT - -29.28 (m) (08/23/00) GP( ) 4 2 EY4061 NAD 83(1986)- 35 38 20.23401(N) 077 22 58.94057(W) AD( ) 3 EY4061 NAD 27 - 35 38 19.64949(N) 077 23 00.06384(W) AD( ) 3 EY4061 NGVD 29 - 6.8 (m) 22. (f) GPS OBS EY4061 EY4061.Superseded values are not recommended for survey control. EY4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4061.See file dsdata.txt to determine how the superseded data were derived. EY4061 EY4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8422846519(NAD 83) EY4061_MARKER: DZ = AZIMUTH MARK DISK EY4061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4061_STAMPING: PITTPORT 1986 EY4061_MARK LOGO: NGS EY4061_PROJECTION: FLUSH EY4061_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4061+STABILITY: SURFACE MOTION EY4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4061+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996 EY4061 EY4061 HISTORY - Date Condition Report By EY4061 HISTORY - 1986 MONUMENTED NGS EY4061 HISTORY - 19900215 GOOD NGS EY4061 HISTORY - 19920210 GOOD NCGS EY4061 HISTORY - 19961107 GOOD NCGS EY4061 EY4061 STATION DESCRIPTION EY4061 EY4061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP) EY4061'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EY4061'WEST OF GREENVILLE, ON THE PITT-GREENVILLE AIRPORT AND NEAR THE EY4061'NORTH END ON THE EAST SIDE OF RUNWAY 19. EY4061'OWNERSHIP--GREENVILLE CITY, MR JIM TURCOTT, AIRPORT MANAGER, PO BOX EY4061'671, GREENVILLE NC 27834, PH 919-758-4707. EY4061' EY4061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE EY4061'HIGHWAY 33 WEST, ON THE WEST SIDE OF GREENVILLE, GO SOUTH ON EY4061'HIGHWAY 13 FOR 1.0 KM (0.6 MI) TO A PAVED ROAD AND THE AIRPORT EY4061'ENTRANCE ON THE RIGHT. TURN RIGHT AND GO WEST ON THE PAVED ROAD EY4061'FOR 0.3 KM (0.2 MI) TO THE TERMINAL, PARKING AND RUNWAYS ACCESS EY4061'GATE ON THE LEFT. PASS THROUGH THE GATE AND GO WESTERLY ACROSS EY4061'APRON AND RAMP FOR 0.2 KM (0.15 MI) TO STATION PITTPORT ON THE LEFT. EY4061'GO NORTH FOR 0.7 KM (0.45 MI) ON THE TAXIWAY TO THE STATION ON THE EY4061'LEFT, NEAR A VASI LIGHT AND RAMP FOR RUNWAY 19. EY4061' EY4061'THE STATION IS A STANDARD NGS DISK EY4061'STAMPED---PITTPORT 1986---, EY4061'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EY4061'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EY4061'55.6 METERS (182.3 FT) EAST FROM THE CENTER OF RUNWAY 19, EY4061'45.3 METERS (148.5 FT) WEST FROM THE CENTER OF THE RAMP, EY4061'34.1 METERS (112.0 FT) SOUTH FROM THE CENTER OF THE TAXIWAY, EY4061'19.2 METERS (63.0 FT) EAST-NORTHEAST FROM A VASI LIGHT, EY4061'19.0 METERS (62.4 FT) SOUTH-SOUTHWEST FROM AN INFORMATION MARKER EY4061'(19), AND EY4061'9.8 METERS (32.0 FT) NORTH-NORTHWEST FROM A 0.6 METER SQUARE METAL EY4061'CATCH BASIN COVER. EY4061'THE UNDERGROUND MARK IS A STANDARD NGS DISK EY4061'STAMPED---PITTPORT 1986---, EY4061'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EY4061' EY4061'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, EY4061'1987. EY4061' EY4061'THIS STATION IS SUITABLE FOR GPS SURVEYS. EY4061' EY4061'DESCRIBED BY K.R. WALLACE. EY4061 EY4061 STATION RECOVERY (1990) EY4061 EY4061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DAH) EY4061'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT NEAR RWY END EY4061'19. IT IS 252.8 FT (77.1 M) SOUTH OF THE CENTERLINE END OF RWY 19 EY4061'(MARK WITH A PK N AND NOS W), 182.3 FT (55.6 M) EAST OF THE CENTERLINE EY4061'OF THE RUNWAY, 148.4 FT (45.2 M) SOUTH OF THE CENTERLINE OF AN E/W EY4061'TAXIWAY, 77.2 FT (23.5 M) NORTH OF A WINDSOCK, 64.6 FT (19.7 M) EAST EY4061'OF THE CENTER OF THE N VASI (19), AND 62.5 FT (19.1 M) SOUTH OF THE EY4061'CENTER OF THE LIGHTED SIGN 19. IT IS AN NGS AZIMUTH MARK DISK STAMPED EY4061'PITTPORT 1986 AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH EY4061'THE GROUND. NOTE, POSITIONED BY NGS ADAM PROGRAM. EY4061 EY4061 STATION RECOVERY (1992) EY4061 EY4061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) EY4061'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF GREENVILLE AT THE EY4061'PITT-GREENVILLE AIRPORT NEAR THE NORTH END AND EAST SIDE OF RUNWAY 19. EY4061'AIRPORT MANAGER IS JIM TURCOTTE, P.O. BOX 671, GREENVILLE, N.C. EY4061'27834--PHONE (919) 758-4707. PROCEED SOUTH ALONG NC 13 FROM NC 33 (ON EY4061'WEST SIDE OF GREENVILLE) FOR 0.7 MI (1.1 KM) TO THE AIRPORT ENTRANCE EY4061'AND PAVED ROAD RIGHT. TURN RIGHT AND GO WEST FOR 0.2 MI (0.3 KM) TO EY4061'TERMINAL, PARKING, AND RUNWAYS ACCESS GATE ON LEFT. PASS THROUGH EY4061'GATE, GO WEST ACROSS APRON AND RAMP FOR 0.15 MI (0.24 KM) TO STATION EY4061'ON THE LEFT NEAR A WINDSOCK. CONTINUE NORTH ALONG TAXIWAY FOR 0.45 MI EY4061'(0.72 KM) TO THE AZ MK ON THE LEFT NEAR A VASI LIGHT AND RAMP FOR EY4061'RUNWAY 19. MARK IS FLUSH WITH GROUND. LOCATED 182.3 FT (55.6 M) EAST EY4061'OF THE CENTERLINE OF THE RUNWAY, 148.5 FT (45.3 M) WEST OF THE CENTER EY4061'OF THE RAMP, 112.0 FT (34.1 M) SOUTH OF AN INFORMATION MARKER (1-19), EY4061'AND 32.0 FT (9.8 M) NORTH-NORTHWEST OF A 2X2 FOOT SQUARE METAL CATCH EY4061'BASIN COVER. EY4061 EY4061 STATION RECOVERY (1996) EY4061 EY4061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY4061'RECOVERED AS DESCRIBED, EXCEPT, GO NORTH ALONG TAXIWAY FOR 0.7 KM EY4061'(0.45 MI) TO THE STATION ON LEFT NEAR AN OLD VASI LIGHT PAD AND RAMP EY4061'FOR RUNWAY 19. LOCATED 63.0 FT (19.2 M) EAST-NORTHEAST FROM AN OLD EY4061'VASI LIGHT PAD. RUNWAY 19 HAS BEEN EXTENDED-DESCRIPTION SHOULD BE EY4061'UPDATED. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL EY4061'STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY2012 *********************************************************************** EY2012 CBN - This is a Cooperative Base Network Control Station. EY2012 DESIGNATION - TEE EY2012 PID - EY2012 EY2012 STATE/COUNTY- NC/PITT EY2012 USGS QUAD - GARDNERVILLE (1983) EY2012 EY2012 *CURRENT SURVEY CONTROL EY2012 ___________________________________________________________________ EY2012* NAD 83(1986)- 35 24 59.41837(N) 077 15 40.03594(W) ADJUSTED EY2012* NAVD 88 - 12.264 (meters) 40.24 (feet) ADJUSTED EY2012 ___________________________________________________________________ EY2012 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY2012 GEOID HEIGHT- -36.48 (meters) GEOID99 EY2012 DYNAMIC HT - 12.253 (meters) 40.20 (feet) COMP EY2012 MODELED GRAV- 979,748.5 (mgal) NAVD 88 EY2012 EY2012 HORZ ORDER - FIRST EY2012 VERT ORDER - SECOND CLASS II EY2012 EY2012.The North Carolina/South Carolina HARNS have been completed but, EY2012.due to contractual restrictions, coordinates for these stations EY2012.will NOT be published in the near future. In the interim, the EY2012.published coordinates in North and South Carolina will not be EY2012.consistent with the Continuously Operating Reference Stations EY2012.(CORS). The HARN coordinates for these stations are available EY2012.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2012.Lapine(803-896-7700). EY2012. EY2012.In addition, the published North and South Carolina positions EY2012.(NAD 83 (1986)) are NOT consistent with those determined in EY2012.adjacent state readjustments. The discontinuity between stations EY2012.located in North or South Carolina and those in adjacent states EY2012.which have been adjusted to the HARN may be as much as 5 EY2012.decimeters. This will result in a significant loss of accuracy EY2012.over lines crossing such state borders. EY2012 EY2012 EY2012.The horizontal coordinates were established by GPS observations EY2012.and adjusted by the National Geodetic Survey in October 1990. EY2012 EY2012.The orthometric height was determined by differential leveling EY2012.and adjusted by the National Geodetic Survey in June 1991. EY2012 EY2012.The Laplace correction was computed from DEFLEC99 derived deflections. EY2012 EY2012.The geoid height was determined by GEOID99. EY2012 EY2012.The dynamic height is computed by dividing the NAVD 88 EY2012.geopotential number by the normal gravity value computed on the EY2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2012.degrees latitude (g = 980.6199 gals.). EY2012 EY2012.The modeled gravity was interpolated from observed gravity values. EY2012 EY2012; North East Units Scale Converg. EY2012;SPC NC - 186,248.770 767,504.193 MT 0.99987671 +1 00 13.1 EY2012;UTM 18 - 3,921,581.785 294,702.281 MT 1.00011942 -1 18 38.9 EY2012 EY2012 SUPERSEDED SURVEY CONTROL EY2012 EY2012 NGVD 29 - 12.60 (m) 41.3 (f) LEVELING 3 EY2012 EY2012.Superseded values are not recommended for survey control. EY2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2012.See file dsdata.txt to determine how the superseded data were derived. EY2012 EY2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9470221582(NAD 83) EY2012_MARKER: DH = HORIZONTAL CONTROL DISK EY2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2012_STAMPING: TEE 1981 EY2012_MARK LOGO: NCGS EY2012_PROJECTION: FLUSH EY2012_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2012+STABILITY: SURFACE MOTION EY2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2012+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001 EY2012 EY2012 HISTORY - Date Condition Report By EY2012 HISTORY - 1981 MONUMENTED NCGS EY2012 HISTORY - 1981 GOOD NCGS EY2012 HISTORY - 1986 GOOD USPSQD EY2012 HISTORY - 19870610 GOOD USPSQD EY2012 HISTORY - 1988 GOOD USPSQD EY2012 HISTORY - 1989 GOOD USPSQD EY2012 HISTORY - 1989 GOOD USPSQD EY2012 HISTORY - 19890715 GOOD USPSQD EY2012 HISTORY - 19950118 GOOD NCGS EY2012 HISTORY - 19970218 GOOD NCGS EY2012 HISTORY - 20010522 GOOD NCGS EY2012 HISTORY - 20011001 GOOD NCGS EY2012 EY2012 STATION DESCRIPTION EY2012 EY2012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2012'THE STATION IS LOCATED APPROXIMATELY 9.5 MILES SOUTHEAST OF AYDEN AND EY2012'10.2 MILES NORTHWEST OF VANCEBORO. EY2012' EY2012'THE STATION IS ALONG NC 102, 0.3 MILE WEST OF THE EY2012'INTERSECTION WITH NC 43 AT CALICO, IN ROAD SHOULDER IN SOUTHWEST EY2012'QUADRANT OF INTERSECTION WITH SR 1925. EY2012' EY2012'STATION MARK IS A STANDARD DISK STAMPED---TEE 1981---SET IN TOP OF A EY2012'10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. MARK IS EY2012'77.8 FEET SOUTH OF CENTERLINE OF HIGHWAY NC 102, 27.0 FEET WEST OF EY2012'CENTERLINE OF SR 1925, 88.2 FEET SOUTHWEST OF CENTERLINE INTERSECTION EY2012'OF ROADS, 31.9 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG, EY2012'65.6 FEET WEST OF SURVEY MONUMENT---CALICO AZ MK RM 1 1942---, AND EY2012'61.0 FEET SOUTHEAST OF SOUTH END OF HIGHWAY CULVERT. EY2012 EY2012 STATION RECOVERY (1981) EY2012 EY2012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EY2012'9.5 MI SE FROM AYDEN. EY2012'STATION IS LOCATED APPROXIMATELY 9.5 MILES SOUTHEAST OF AYDEN, EY2012'APPROXIMATELY 10.2 MILES NORTHWEST OF VANCEBORO, ALONG NC 102, 0.3 EY2012'MILE WEST OF THE INTERSECTION WITH NC 43 AT CALICO, IN ROAD SHOULDER, EY2012'IN SOUTHWEST QUADRANT OF INTERSECTION WITH SR 1925, 77.8 FEET SOUTH OF EY2012'CENTERLINE OF HIGHWAY NC 102, 27.0 FEET WEST OF CENTERLINE OF SR 1925, EY2012'88.2 FEET SOUTHWEST OF CENTERLINE OF INTERSECTION OF ROADS, 31.9 FEET EY2012'NORTHEAST OF POWER POLE WITH ALUMINUM REFERENCE TAG, 65.6 FEET WEST OF EY2012'SURVEY MONUMENT CALICO AZ MK RM 1 1942, 61.0 FEET SOUTHEAST OF SOUTH EY2012'END OF HIGHWAY CULVERT. EY2012 EY2012 STATION RECOVERY (1986) EY2012 EY2012'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG) EY2012'RECOVERED IN GOOD CONDITION. EY2012 EY2012 STATION RECOVERY (1987) EY2012 EY2012'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB) EY2012'RECOVERED IN GOOD CONDITION. EY2012 EY2012 STATION RECOVERY (1988) EY2012 EY2012'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGM) EY2012'RECOVERED IN GOOD CONDITION. EY2012 EY2012 STATION RECOVERY (1989) EY2012 EY2012'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY2012'RECOVERED IN GOOD CONDITION. EY2012 EY2012 STATION RECOVERY (1989) EY2012 EY2012'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM) EY2012'RECOVERED IN GOOD CONDITION. EY2012 EY2012 STATION RECOVERY (1989) EY2012 EY2012'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EY2012'RECOVERED IN GOOD CONDITION. EY2012 EY2012 STATION RECOVERY (1995) EY2012 EY2012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY2012'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF AYDEN, AND 10.2 EY2012'MI (16.4 KM) NORTHWEST OF VANCEBORO. ALONG NC 102 FOR 0.3 MI (0.5 KM) EY2012'WEST FROM THE INTERSECTION OF NC 43-AT CALICO TO THE STATION IN THE EY2012'SHOULDER IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH SR 1925-CAL EY2012'JONES RD. MARK IS ABOUT LEVEL WITH SR 1925, AND IS RECESSED 3 INCHES EY2012'BELOW THE GROUND. LOCATED 77.8 FT (23.7 M) SOUTH OF THE CENTERLINE OF EY2012'NC 102, 27.5 FT (8.4 M) WEST OF THE CENTERLINE OF SR 1925, 88.2 FT EY2012'(26.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF NC EY2012'102 AND SR 1925, 23.3 FT (7.1 M) NORTHWEST OF A POWER POLE WITH EY2012'REFERENCE TAG, 35.6 FT (10.9 M) SOUTHEAST OF A POWER POLE WITH EY2012'REFERENCE TAG, 36.9 FT (11.2 M) SOUTH-SOUTHEAST OF A CULVERT UNDER SR EY2012'1925, 61.5 FT (18.7 M) SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER EY2012'NC 102, 65.6 FT (20.0 M) WEST OF SURVEY MONUMENT---CALICO AZ MK RM 1 EY2012'1942---, STATION IS TILTED SLIGHTLY TO THE NORTHWEST ABOUT 5 DEGREES, EY2012'AND THE DISK IS ONE-HALF GONE. EY2012 EY2012 STATION RECOVERY (1997) EY2012 EY2012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY2012'RECOVERED AS DESCRIBED. EY2012 EY2012 STATION RECOVERY (2001) EY2012 EY2012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY2012'RECOVERED AS DESCRIBED. EY2012 EY2012 STATION RECOVERY (2001) EY2012 EY2012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH) EY2012'RECOVERED AS DESCRIBED.