1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4967 *********************************************************************** EZ4967 DESIGNATION - ALICE NCGS 1972 EZ4967 PID - EZ4967 EZ4967 STATE/COUNTY- NC/HARNETT EZ4967 USGS QUAD - ANDERSON CREEK (1981) EZ4967 EZ4967 *CURRENT SURVEY CONTROL EZ4967 ___________________________________________________________________ EZ4967* NAD 83(1986)- 35 15 38.02098(N) 078 55 22.45489(W) ADJUSTED EZ4967* NAVD 88 - 60.9 (meters) 200. (feet) VERTCON EZ4967 ___________________________________________________________________ EZ4967 LAPLACE CORR- -5.78 (seconds) DEFLEC99 EZ4967 GEOID HEIGHT- -33.04 (meters) GEOID99 EZ4967 EZ4967 HORZ ORDER - SECOND EZ4967 EZ4967.The North Carolina/South Carolina HARNS have been completed but, EZ4967.due to contractual restrictions, coordinates for these stations EZ4967.will NOT be published in the near future. In the interim, the EZ4967.published coordinates in North and South Carolina will not be EZ4967.consistent with the Continuously Operating Reference Stations EZ4967.(CORS). The HARN coordinates for these stations are available EZ4967.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4967.Lapine(803-896-7700). EZ4967. EZ4967.In addition, the published North and South Carolina positions EZ4967.(NAD 83 (1986)) are NOT consistent with those determined in EZ4967.adjacent state readjustments. The discontinuity between stations EZ4967.located in North or South Carolina and those in adjacent states EZ4967.which have been adjusted to the HARN may be as much as 5 EZ4967.decimeters. This will result in a significant loss of accuracy EZ4967.over lines crossing such state borders. EZ4967 EZ4967 EZ4967.The horizontal coordinates were established by classical geodetic methods EZ4967.and adjusted by the National Geodetic Survey in July 1986. EZ4967 EZ4967.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4967 EZ4967.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4967 EZ4967.The geoid height was determined by GEOID99. EZ4967 EZ4967; North East Units Scale Converg. EZ4967;SPC NC - 167,569.219 616,615.883 MT 0.99987260 +0 02 40.2 EZ4967;UTM 17 - 3,903,916.652 688,949.561 MT 1.00004000 +1 11 58.0 EZ4967 EZ4967: Primary Azimuth Mark Grid Az EZ4967:SPC NC - RABBIT NCGS 1972 204 24 11.4 EZ4967:UTM 17 - RABBIT NCGS 1972 203 14 53.6 EZ4967 EZ4967|---------------------------------------------------------------------| EZ4967| PID Reference Object Distance Geod. Az | EZ4967| dddmmss.s | EZ4967| EZ4968 SHAW NCGS 1972 480.053 METERS 0082206.5 | EZ4967| EZ4966 RABBIT NCGS 1972 APPROX. 0.9 KM 2042651.6 | EZ4967|---------------------------------------------------------------------| EZ4967 EZ4967 SUPERSEDED SURVEY CONTROL EZ4967 EZ4967 NAD 27 - 35 15 37.48339(N) 078 55 23.33380(W) AD( ) 2 EZ4967 NGVD 29 (07/19/86) 61.1 (m) 200. (f) VERT ANG EZ4967 EZ4967.Superseded values are not recommended for survey control. EZ4967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4967.See file dsdata.txt to determine how the superseded data were derived. EZ4967 EZ4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8895003917(NAD 83) EZ4967_MARKER: DE = TRAVERSE STATION DISK EZ4967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4967_STAMPING: ALICE 1972 EZ4967_MARK LOGO: NCGS EZ4967_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4967+STABILITY: SURFACE MOTION EZ4967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4967+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001 EZ4967 EZ4967 HISTORY - Date Condition Report By EZ4967 HISTORY - 1972 MONUMENTED NCGS EZ4967 HISTORY - 20010801 GOOD NCGS EZ4967 EZ4967 STATION DESCRIPTION EZ4967 EZ4967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4967'ALICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ4967'VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4967' EZ4967'ALICE IS LOCATED APPROXIMATELY 8.6 MILES WSW OF BUNNLEVEL AND EZ4967'11.2 MILES SW OF LILLINGTON. TO REACH STATION FROM INTERSECTION OF EZ4967'US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHWEST ALONG NC EZ4967'210 FOR 11.4 MILES TO STATION ON LEFT, 1.0 MILE NORTHEAST OF EZ4967'INTERSECTION OF NC 210 WITH SR 2048, AND 0.3 MILE SOUTHWEST OF EZ4967'INTERSECTION OF SR 1144, ON THE EDGE OF A 4 FOOT BANK, ON LINE EZ4967'WITH AND EAST OF THE SOUTH SIDE OF A CHAIN LINK FENCE SURROUNDING EZ4967'A BRICK DWELLING. EZ4967' EZ4967'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4967'ALICE 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ4967'IS 2 INCHES ABOVE THE GROUND. EZ4967' EZ4967'MARK IS--36.5 FEET ESE OF C/L OF NC 210. EZ4967'15.1 FEET SW OF BASE OF TP NO. 201 WITH ALUMINUM REF. TAG. EZ4967'33.4 FEET WSW OF BASE OF 10 INCH PINE WITH ALUMINUM REF. TAG. EZ4967'32.5 FEET NNW OF BASE OF 8 INCH OAK TREE WITH ALUMINUM REF. TAG. EZ4967 EZ4967 STATION RECOVERY (2001) EZ4967 EZ4967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ4967'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4969 *********************************************************************** EZ4969 DESIGNATION - ANGUS NCGS 1972 EZ4969 PID - EZ4969 EZ4969 STATE/COUNTY- NC/HARNETT EZ4969 USGS QUAD - ANDERSON CREEK (1981) EZ4969 EZ4969 *CURRENT SURVEY CONTROL EZ4969 ___________________________________________________________________ EZ4969* NAD 83(1986)- 35 16 07.20413(N) 078 55 12.22364(W) ADJUSTED EZ4969* NAVD 88 - 54.4 (meters) 178. (feet) VERTCON EZ4969 ___________________________________________________________________ EZ4969 LAPLACE CORR- -5.77 (seconds) DEFLEC99 EZ4969 GEOID HEIGHT- -33.03 (meters) GEOID99 EZ4969 EZ4969 HORZ ORDER - SECOND EZ4969 EZ4969.The North Carolina/South Carolina HARNS have been completed but, EZ4969.due to contractual restrictions, coordinates for these stations EZ4969.will NOT be published in the near future. In the interim, the EZ4969.published coordinates in North and South Carolina will not be EZ4969.consistent with the Continuously Operating Reference Stations EZ4969.(CORS). The HARN coordinates for these stations are available EZ4969.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4969.Lapine(803-896-7700). EZ4969. EZ4969.In addition, the published North and South Carolina positions EZ4969.(NAD 83 (1986)) are NOT consistent with those determined in EZ4969.adjacent state readjustments. The discontinuity between stations EZ4969.located in North or South Carolina and those in adjacent states EZ4969.which have been adjusted to the HARN may be as much as 5 EZ4969.decimeters. This will result in a significant loss of accuracy EZ4969.over lines crossing such state borders. EZ4969 EZ4969 EZ4969.The horizontal coordinates were established by classical geodetic methods EZ4969.and adjusted by the National Geodetic Survey in July 1986. EZ4969 EZ4969.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4969 EZ4969.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4969 EZ4969.The geoid height was determined by GEOID99. EZ4969 EZ4969; North East Units Scale Converg. EZ4969;SPC NC - 168,468.680 616,873.743 MT 0.99987264 +0 02 46.1 EZ4969;UTM 17 - 3,904,821.280 689,189.277 MT 1.00004112 +1 12 04.8 EZ4969 EZ4969: Primary Azimuth Mark Grid Az EZ4969:SPC NC - SHAW NCGS 1972 203 55 40.6 EZ4969:UTM 17 - SHAW NCGS 1972 202 46 21.9 EZ4969 EZ4969|---------------------------------------------------------------------| EZ4969| PID Reference Object Distance Geod. Az | EZ4969| dddmmss.s | EZ4969| EZ4968 SHAW NCGS 1972 464.500 METERS 2035826.7 | EZ4969|---------------------------------------------------------------------| EZ4969 EZ4969 SUPERSEDED SURVEY CONTROL EZ4969 EZ4969 NAD 27 - 35 16 06.65288(N) 078 55 13.10962(W) AD( ) 2 EZ4969 NGVD 29 (07/19/86) 54.6 (m) 179. (f) VERT ANG EZ4969 EZ4969.Superseded values are not recommended for survey control. EZ4969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4969.See file dsdata.txt to determine how the superseded data were derived. EZ4969 EZ4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8918904821(NAD 83) EZ4969_MARKER: DE = TRAVERSE STATION DISK EZ4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4969_STAMPING: ANGUS 1972 EZ4969_MARK LOGO: NCGS EZ4969_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4969+STABILITY: SURFACE MOTION EZ4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4969+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001 EZ4969 EZ4969 HISTORY - Date Condition Report By EZ4969 HISTORY - 1972 MONUMENTED NCGS EZ4969 HISTORY - 1984 GOOD USPSQD EZ4969 HISTORY - 20010731 SEE DESCRIPTION NCGS EZ4969 EZ4969 STATION DESCRIPTION EZ4969 EZ4969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4969'ANGUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ4969'VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4969' EZ4969'ANGUS IS LOCATED APPROXIMATELY 8.3 MILES WSW OF BUNNLEVEL AND EZ4969'10.7 MILES SW OF LILLINGTON. TO REACH STATION FROM THE INTERSECTION EZ4969'OF US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHWEST ALONG EZ4969'NC 210 FOR 10.85 MILES TO STATION ON RIGHT, 0.3 MILE NORTHEAST OF EZ4969'INTERSECTION OF NC 210 WITH SR 1144 AND 0.5 MILE SOUTHWEST OF EZ4969'INTERSECTION OF SR 2064, APPROXIMATELY 400 FEET SOUTHWEST OF EZ4969'CREEK, AND APPROXIMATELY 175 FEET NORTHEAST OF DRIVEWAY LEADING TO EZ4969'ANGUS RESIDENCE. EZ4969' EZ4969'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4969'ANGUS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ4969'IS 2 INCHES ABOVE THE GROUND. EZ4969' EZ4969'MARK IS--32.6 FEET WNW OF C/L OF NC 210. EZ4969'26.3 FEET S OF BASE OF 18 INCH PINE WITH ALUMINUM REF. TAG. EZ4969'10.0 FEET SE OF BASE OF 16 INCH PINE WITH ALUMINUM REF. TAG. EZ4969'102.2 FEET NE OF BASE OF PP WITH ALUMINUM REF. TAG. EZ4969'20.9 FEET ENE OF BASE OF 5 INCH OAK TREE WITH ALUMINUM REF. TAG. EZ4969 EZ4969 STATION RECOVERY (1984) EZ4969 EZ4969'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH) EZ4969'ANGUS 1972 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL. EZ4969 EZ4969 STATION RECOVERY (2001) EZ4969 EZ4969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ4969'FOUND DESTROYED, MONUMENT REMAINS TILTED WITH DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4970 *********************************************************************** EZ4970 DESIGNATION - CLARK NCGS 1972 EZ4970 PID - EZ4970 EZ4970 STATE/COUNTY- NC/HARNETT EZ4970 USGS QUAD - ANDERSON CREEK (1981) EZ4970 EZ4970 *CURRENT SURVEY CONTROL EZ4970 ___________________________________________________________________ EZ4970* NAD 83(1986)- 35 16 28.05777(N) 078 55 02.22387(W) ADJUSTED EZ4970* NAVD 88 - 67.2 (meters) 220. (feet) VERTCON EZ4970 ___________________________________________________________________ EZ4970 LAPLACE CORR- -5.76 (seconds) DEFLEC99 EZ4970 GEOID HEIGHT- -33.02 (meters) GEOID99 EZ4970 EZ4970 HORZ ORDER - SECOND EZ4970 EZ4970.The North Carolina/South Carolina HARNS have been completed but, EZ4970.due to contractual restrictions, coordinates for these stations EZ4970.will NOT be published in the near future. In the interim, the EZ4970.published coordinates in North and South Carolina will not be EZ4970.consistent with the Continuously Operating Reference Stations EZ4970.(CORS). The HARN coordinates for these stations are available EZ4970.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4970.Lapine(803-896-7700). EZ4970. EZ4970.In addition, the published North and South Carolina positions EZ4970.(NAD 83 (1986)) are NOT consistent with those determined in EZ4970.adjacent state readjustments. The discontinuity between stations EZ4970.located in North or South Carolina and those in adjacent states EZ4970.which have been adjusted to the HARN may be as much as 5 EZ4970.decimeters. This will result in a significant loss of accuracy EZ4970.over lines crossing such state borders. EZ4970 EZ4970 EZ4970.The horizontal coordinates were established by classical geodetic methods EZ4970.and adjusted by the National Geodetic Survey in July 1986. EZ4970 EZ4970.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4970 EZ4970.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4970 EZ4970.The geoid height was determined by GEOID99. EZ4970 EZ4970; North East Units Scale Converg. EZ4970;SPC NC - 169,111.477 617,125.916 MT 0.99987267 +0 02 51.9 EZ4970;UTM 17 - 3,905,469.140 689,428.479 MT 1.00004224 +1 12 11.2 EZ4970 EZ4970: Primary Azimuth Mark Grid Az EZ4970:SPC NC - ANGUS NCGS 1972 201 25 13.3 EZ4970:UTM 17 - ANGUS NCGS 1972 200 15 54.0 EZ4970 EZ4970|---------------------------------------------------------------------| EZ4970| PID Reference Object Distance Geod. Az | EZ4970| dddmmss.s | EZ4970| EZ4974 JEAN NCGS 1972 491.859 METERS 0304413.5 | EZ4970| EZ4969 ANGUS NCGS 1972 APPROX. 0.7 KM 2012805.2 | EZ4970|---------------------------------------------------------------------| EZ4970 EZ4970 SUPERSEDED SURVEY CONTROL EZ4970 EZ4970 NAD 27 - 35 16 27.49911(N) 078 55 03.11451(W) AD( ) 2 EZ4970 NGVD 29 (07/19/86) 67.4 (m) 221. (f) VERT ANG EZ4970 EZ4970.Superseded values are not recommended for survey control. EZ4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4970.See file dsdata.txt to determine how the superseded data were derived. EZ4970 EZ4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8942805469(NAD 83) EZ4970_MARKER: DE = TRAVERSE STATION DISK EZ4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4970_STAMPING: CLARK 1972 EZ4970_MARK LOGO: NCGS EZ4970_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4970+STABILITY: SURFACE MOTION EZ4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4970+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001 EZ4970 EZ4970 HISTORY - Date Condition Report By EZ4970 HISTORY - 1972 MONUMENTED NCGS EZ4970 HISTORY - 20010731 GOOD NCGS EZ4970 EZ4970 STATION DESCRIPTION EZ4970 EZ4970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4970'CLARK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4970'THE VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4970' EZ4970'CLARK IS LOCATED APPROXIMATELY 8.1 MILES WSW OF BUNNLEVEL AND 10.3 EZ4970'MILES SW OF LILLINGTON. TO REACH STATION FROM INTERSECTION OF US EZ4970'401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHWEST ALONG NC 210 EZ4970'FOR 10.4 MILES TO STATION ON RIGHT, 0.75 MILE NORTHEAST OF EZ4970'INTERSECTION OF NC 210 WITH SR 1144 AND 0.05 MILE SOUTHWEST OF EZ4970'INTERSECTION OF SR 2064, BETWEEN NC 210 AND OLD ROADBED, EZ4970'APPROXIMATELY 100 FEET NORTH OF A DRIVEWAY AND APPROXIMATELY 20 FEET EZ4970'FROM THE EDGE OF A 12 FOOT BANK. EZ4970' EZ4970'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CLARK EZ4970'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ4970'FLUSH WITH THE GROUND. EZ4970' EZ4970'MARK IS-- EZ4970'67.4 FEET WNW OF C/L OF NC 210. EZ4970'6.0 FEET ESE OF BASE OF PP W/TRANSFORMER AND ALUMINUM REF. TAG. EZ4970'139.5 FEET NNE OF TOP OF R/W MARKER. EZ4970'90.7 FEET SE OF ALUMINUM REF. TAG ON TP NO. 186. EZ4970'147.6 FEET SSW OF C/L OF SR 2064. EZ4970 EZ4970 STATION RECOVERY (2001) EZ4970 EZ4970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ4970'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4972 *********************************************************************** EZ4972 DESIGNATION - DANFORTH NCGS 1972 EZ4972 PID - EZ4972 EZ4972 STATE/COUNTY- NC/HARNETT EZ4972 USGS QUAD - ANDERSON CREEK (1981) EZ4972 EZ4972 *CURRENT SURVEY CONTROL EZ4972 ___________________________________________________________________ EZ4972* NAD 83(1986)- 35 17 30.28641(N) 078 54 23.63824(W) ADJUSTED EZ4972* NAVD 88 - 55.4 (meters) 182. (feet) VERTCON EZ4972 ___________________________________________________________________ EZ4972 LAPLACE CORR- -5.65 (seconds) DEFLEC99 EZ4972 GEOID HEIGHT- -33.02 (meters) GEOID99 EZ4972 EZ4972 HORZ ORDER - SECOND EZ4972 EZ4972.The North Carolina/South Carolina HARNS have been completed but, EZ4972.due to contractual restrictions, coordinates for these stations EZ4972.will NOT be published in the near future. In the interim, the EZ4972.published coordinates in North and South Carolina will not be EZ4972.consistent with the Continuously Operating Reference Stations EZ4972.(CORS). The HARN coordinates for these stations are available EZ4972.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4972.Lapine(803-896-7700). EZ4972. EZ4972.In addition, the published North and South Carolina positions EZ4972.(NAD 83 (1986)) are NOT consistent with those determined in EZ4972.adjacent state readjustments. The discontinuity between stations EZ4972.located in North or South Carolina and those in adjacent states EZ4972.which have been adjusted to the HARN may be as much as 5 EZ4972.decimeters. This will result in a significant loss of accuracy EZ4972.over lines crossing such state borders. EZ4972 EZ4972 EZ4972.The horizontal coordinates were established by classical geodetic methods EZ4972.and adjusted by the National Geodetic Survey in July 1986. EZ4972 EZ4972.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4972 EZ4972.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4972 EZ4972.The geoid height was determined by GEOID99. EZ4972 EZ4972; North East Units Scale Converg. EZ4972;SPC NC - 171,029.876 618,099.156 MT 0.99987283 +0 03 14.1 EZ4972;UTM 17 - 3,907,407.111 690,362.990 MT 1.00004661 +1 12 35.4 EZ4972 EZ4972: Primary Azimuth Mark Grid Az EZ4972:SPC NC - CUT NCGS 1972 207 11 12.2 EZ4972:UTM 17 - CUT NCGS 1972 206 01 50.9 EZ4972 EZ4972|---------------------------------------------------------------------| EZ4972| PID Reference Object Distance Geod. Az | EZ4972| dddmmss.s | EZ4972| EZ4973 CUT NCGS 1972 APPROX. 0.8 KM 2071426.3 | EZ4972|---------------------------------------------------------------------| EZ4972 EZ4972 SUPERSEDED SURVEY CONTROL EZ4972 EZ4972 NAD 27 - 35 17 29.71112(N) 078 54 24.54125(W) AD( ) 2 EZ4972 NGVD 29 (07/19/86) 55.7 (m) 183. (f) VERT ANG EZ4972 EZ4972.Superseded values are not recommended for survey control. EZ4972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4972.See file dsdata.txt to determine how the superseded data were derived. EZ4972 EZ4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9036307407(NAD 83) EZ4972_MARKER: DE = TRAVERSE STATION DISK EZ4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4972_STAMPING: DANFORTH 1972 EZ4972_MARK LOGO: NCGS EZ4972_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4972+STABILITY: SURFACE MOTION EZ4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4972+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001 EZ4972 EZ4972 HISTORY - Date Condition Report By EZ4972 HISTORY - 1972 MONUMENTED NCGS EZ4972 HISTORY - 19971129 MARK NOT FOUND USPSQD EZ4972 HISTORY - 20010731 SEE DESCRIPTION NCGS EZ4972 EZ4972 STATION DESCRIPTION EZ4972 EZ4972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4972'DANFORTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4972'THE VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4972' EZ4972'DANFORTH IS LOCATED APPROXIMATELY 7.2 MILES WEST OF BUNNLEVEL AND EZ4972'8.9 MILES SOUTHWEST OF LILLINGTON. TO REACH STATION FROM EZ4972'INTERSECTION OF US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED EZ4972'SOUTHWEST ALONG NC 210 FOR 9.0 MILES TO STATION ON RIGHT, 0.35 EZ4972'MILE NORTHEAST OF INTERSECTION OF NC 210 WITH SR 2046 AND 0.75 EZ4972'MILE SOUTHWEST OF HARNETT ELEMENTARY SCHOOL, IN NORTHWEST EZ4972'QUADRANT OF INTERSECTION OF NC 210 AND SR 2064, ON SOUTHEAST SIDE EZ4972'OF ISLAND FORMED BY NC 210, SR 2046 AND AN OLD ROADBED. EZ4972' EZ4972'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4972'DANFORTH 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4972'WHICH IS FLUSH WITH THE GROUND. EZ4972' EZ4972'MARK IS--44.5 FEET NW OF C/L OF NC 210. EZ4972'86.9 FEET NNE OF C/L OF SR 2046. EZ4972'85.2 FEET SSE OF ALUMINUM REF. TAG ON PP. EZ4972'174.6 FEET E OF ALUMINUM REF. TAG ON TP NO. 159. EZ4972'201.4 FEET SSW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER NO. 158. EZ4972'50.1 FEET NNE OF NE END OF CULVERT UNDER SR 2046. EZ4972 EZ4972 STATION RECOVERY (1997) EZ4972 EZ4972'RECOVERY NOTE BY US POWER SQUADRON 1997 EZ4972'MARK NOT FOUND. EZ4972 EZ4972 STATION RECOVERY (2001) EZ4972 EZ4972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ4972'NOT FOUND, PROBABLY LOST TO HIGHWAY IMPROVEMENTS. PATH FINDER EZ4972'NAVIGATED TO BOTTOM OF NEW ROAD DITCH. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4961 *********************************************************************** EZ4961 DESIGNATION - FLAT BRANCH EZ4961 PID - EZ4961 EZ4961 STATE/COUNTY- NC/HARNETT EZ4961 USGS QUAD - ANDERSON CREEK (1981) EZ4961 EZ4961 *CURRENT SURVEY CONTROL EZ4961 ___________________________________________________________________ EZ4961* NAD 83(1986)- 35 18 50.22168(N) 078 53 10.10813(W) ADJUSTED EZ4961* NAVD 88 - 80.7 (meters) 265. (feet) GPS OBS EZ4961 ___________________________________________________________________ EZ4961 LAPLACE CORR- -5.37 (seconds) DEFLEC99 EZ4961 GEOID HEIGHT- -33.03 (meters) GEOID99 EZ4961 EZ4961 HORZ ORDER - FIRST EZ4961 EZ4961.The North Carolina/South Carolina HARNS have been completed but, EZ4961.due to contractual restrictions, coordinates for these stations EZ4961.will NOT be published in the near future. In the interim, the EZ4961.published coordinates in North and South Carolina will not be EZ4961.consistent with the Continuously Operating Reference Stations EZ4961.(CORS). The HARN coordinates for these stations are available EZ4961.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4961.Lapine(803-896-7700). EZ4961. EZ4961.In addition, the published North and South Carolina positions EZ4961.(NAD 83 (1986)) are NOT consistent with those determined in EZ4961.adjacent state readjustments. The discontinuity between stations EZ4961.located in North or South Carolina and those in adjacent states EZ4961.which have been adjusted to the HARN may be as much as 5 EZ4961.decimeters. This will result in a significant loss of accuracy EZ4961.over lines crossing such state borders. EZ4961 EZ4961 EZ4961.The horizontal coordinates were established by GPS observations EZ4961.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. EZ4961 EZ4961.The orthometric height was determined by GPS observations and a EZ4961.high-resolution geoid model. EZ4961 EZ4961.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4961 EZ4961.The geoid height was determined by GEOID99. EZ4961 EZ4961; North East Units Scale Converg. EZ4961;SPC NC - 173,494.976 619,954.015 MT 0.99987318 +0 03 56.6 EZ4961;UTM 17 - 3,909,909.582 692,168.050 MT 1.00005512 +1 13 20.3 EZ4961 EZ4961: Primary Azimuth Mark Grid Az EZ4961:SPC NC - TRANS NCGS 1972 194 02 12.4 EZ4961:UTM 17 - TRANS NCGS 1972 192 52 48.7 EZ4961 EZ4961|---------------------------------------------------------------------| EZ4961| PID Reference Object Distance Geod. Az | EZ4961| dddmmss.s | EZ4961| EZ4965 TRANS NCGS 1972 APPROX. 0.8 KM 1940609.0 | EZ4961|---------------------------------------------------------------------| EZ4961 EZ4961 SUPERSEDED SURVEY CONTROL EZ4961 EZ4961 NAD 83(1986)- 35 18 50.22372(N) 078 53 10.11315(W) AD( ) 2 EZ4961 NAD 27 - 35 18 49.64475(N) 078 53 11.01899(W) AD( ) 2 EZ4961 NGVD 29 (07/19/86) 81.0 (m) 266. (f) VERT ANG EZ4961 EZ4961.Superseded values are not recommended for survey control. EZ4961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4961.See file dsdata.txt to determine how the superseded data were derived. EZ4961 EZ4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9216809910(NAD 83) EZ4961_MARKER: DE = TRAVERSE STATION DISK EZ4961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4961_STAMPING: FLAT BRANCH 1972 EZ4961_MARK LOGO: NCGS EZ4961_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4961+STABILITY: SURFACE MOTION EZ4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4961+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001 EZ4961 EZ4961 HISTORY - Date Condition Report By EZ4961 HISTORY - 1972 MONUMENTED NCGS EZ4961 HISTORY - 19971129 GOOD USPSQD EZ4961 HISTORY - 20010731 GOOD NCGS EZ4961 EZ4961 STATION DESCRIPTION EZ4961 EZ4961'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4961'FLAT BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4961'IN THE VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4961' EZ4961'FLAT BRANCH IS LOCATED APPROXIMATELY 5.8 MILES WEST OF BUNNLEVEL AND EZ4961'7.0 MILES SOUTHWEST OF LILLINGTON. TO REACH STATION FROM POINT IN EZ4961'SOUTH LILLINGTON WHERE US 401 AND NC 210 INTERSECT, PROCEED EZ4961'SOUTHWEST ALONG NC 210 FOR 6.9 MILES TO INTERSECTION OF SR 2045 AND EZ4961'SR 1128 WITH NC 210. TURN RIGHT ALONG SR 1128 AND GO 0.1 MILE TO THE EZ4961'ENTRANCE TO THE FLAT BRANCH PRESBYTERIAN CHURCH CEMETERY, TURN EZ4961'RIGHT AND GO APPROXIMATELY 200 FEET TO STATION ON RIGHT, ALONG EZ4961'WEST EDGE OF THE CEMETERY. EZ4961' EZ4961'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4961'FLAT BRANCH 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4961'WHICH IS FLUSH WITH THE GROUND. EZ4961' EZ4961'MARK IS--135.5 FEET N OF C/L OF SR 1128. EZ4961'27.9 FEET NNE OF BASE OF 16 INCH OAK TREE WITH ALUMINUM REF. TAG. EZ4961'32.8 FEET SE OF BASE OF 18 INCH PINE TREE WITH ALUMINUM REF. TAG. EZ4961'7.8 FEET S OF S END OF TOP OF MCARTAN HEADSTONE. EZ4961'101.9 FEET ENE OF SE CORNER OF THE FLAT BRANCH CHURCH. EZ4961 EZ4961 STATION RECOVERY (1997) EZ4961 EZ4961'RECOVERY NOTE BY US POWER SQUADRON 1997 EZ4961'RECOVERED IN GOOD CONDITION. EZ4961 EZ4961 STATION RECOVERY (2001) EZ4961 EZ4961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ4961'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND EZ4961'ADDITIONS. EZ4961'16-INCH OAK AND 18-INCH PINE WITH REFERENCE TAGS ARE GONE. EZ4961'LOCATED 2.4 FT (0.7 M) WEST OF THE CENTER OF BORDEAUX HEADSTONE BASE, EZ4961'54.9 FT (16.7 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A STONE EZ4961'CROSS AND 34.0 FT (10.4 M) SOUTH-SOUTHEAST OF A 28-INCH PINE WITH A EZ4961'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 DF9231 *********************************************************************** DF9231 DESIGNATION - GAMBINO DF9231 PID - DF9231 DF9231 STATE/COUNTY- NC/HARNETT DF9231 USGS QUAD - OVERHILLS (1971) DF9231 DF9231 *CURRENT SURVEY CONTROL DF9231 ___________________________________________________________________ DF9231* NAD 83(1986)- 35 12 17.69731(N) 079 07 14.64948(W) ADJUSTED DF9231* NAVD 88 - 102.1 (meters) 335. (feet) GPS OBS DF9231 ___________________________________________________________________ DF9231 LAPLACE CORR- -5.36 (seconds) DEFLEC99 DF9231 GEOID HEIGHT- -32.47 (meters) GEOID99 DF9231 DF9231 HORZ ORDER - FIRST DF9231 DF9231.The North Carolina/South Carolina HARNS have been completed but, DF9231.due to contractual restrictions, coordinates for these stations DF9231.will NOT be published in the near future. In the interim, the DF9231.published coordinates in North and South Carolina will not be DF9231.consistent with the Continuously Operating Reference Stations DF9231.(CORS). The HARN coordinates for these stations are available DF9231.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF9231.Lapine(803-896-7700). DF9231. DF9231.In addition, the published North and South Carolina positions DF9231.(NAD 83 (1986)) are NOT consistent with those determined in DF9231.adjacent state readjustments. The discontinuity between stations DF9231.located in North or South Carolina and those in adjacent states DF9231.which have been adjusted to the HARN may be as much as 5 DF9231.decimeters. This will result in a significant loss of accuracy DF9231.over lines crossing such state borders. DF9231 DF9231 DF9231.The horizontal coordinates were established by GPS observations DF9231.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. DF9231 DF9231.The orthometric height was determined by GPS observations and a DF9231.high-resolution geoid model. DF9231 DF9231.The Laplace correction was computed from DEFLEC99 derived deflections. DF9231 DF9231.The geoid height was determined by GEOID99. DF9231 DF9231; North East Units Scale Converg. DF9231;SPC NC - 161,400.389 598,608.402 MT 0.99987292 -0 04 10.9 DF9231;UTM 17 - 3,897,385.539 671,067.714 MT 0.99996066 +1 05 01.2 DF9231 DF9231 SUPERSEDED SURVEY CONTROL DF9231 DF9231.No superseded survey control is available for this station. DF9231 DF9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7106897386(NAD 83) DF9231_MARKER: DH = HORIZONTAL CONTROL DISK DF9231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9231_STAMPING: GAMBINO 96 DF9231_MARK LOGO: NCGS DF9231_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF9231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9231+STABILITY: SURFACE MOTION DF9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9231+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001 DF9231 DF9231 HISTORY - Date Condition Report By DF9231 HISTORY - 1996 MONUMENTED NCGS DF9231 HISTORY - 20010613 GOOD NCGS DF9231 DF9231 STATION DESCRIPTION DF9231 DF9231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) DF9231'STATION IS LOCATED ABOUT 21.8 MI (35.1 KM) SOUTHWEST OF LILLINGTON AND DF9231'2.6 MI (4.2 KM) EAST OF MT. PLEASANT (MOORE COUNTY). DF9231'PROCEED ALONG NC 24 FOR 1.65 MI (2.66 KM) SOUTHEAST FROM NC 27 (IN DF9231'JOHNSONVILLE)TO SR 1111 (MARKS ROAD), THENCE ALONG SR 1111 FOR 5.4 MI DF9231'(8.7 KM) TO THE STATION IN THE NORTH SHOULDER. ALSO, 0.1 MI (0.2 KM) DF9231'EAST OF FULLBRIGHT LANE (A PRIVATE ROAD LEADING SOUTH). DF9231'MARK IS ABOUT 1-FOOT LOWER THAN SR 1111 AND RECESSED 2-INCHES BELOW DF9231'GROUND. LOCATED 16.5 FT (5.0 M) NORTH OF THE CENTERLINE OF SR 1111 DF9231'---AND 11.6 FT (3.5 M) SOUTH-SOUTHEAST OF A FENCE POST WITH SIGN DF9231'BOARD, 68.9 FT (21.0 M) EAST-SOUTHEAST OF A 10-INCH PINE, 55.6 FT DF9231'(16.9 M) WEST OF A 16-INCH PINE--- ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 DF9238 *********************************************************************** DF9238 DESIGNATION - HIGH DF9238 PID - DF9238 DF9238 STATE/COUNTY- NC/HARNETT DF9238 USGS QUAD - OLIVIA (1981) DF9238 DF9238 *CURRENT SURVEY CONTROL DF9238 ___________________________________________________________________ DF9238* NAD 83(1986)- 35 15 14.12037(N) 078 59 59.59498(W) ADJUSTED DF9238* NAVD 88 - 64.6 (meters) 212. (feet) GPS OBS DF9238 ___________________________________________________________________ DF9238 LAPLACE CORR- -6.08 (seconds) DEFLEC99 DF9238 GEOID HEIGHT- -32.77 (meters) GEOID99 DF9238 DF9238 HORZ ORDER - FIRST DF9238 DF9238.The North Carolina/South Carolina HARNS have been completed but, DF9238.due to contractual restrictions, coordinates for these stations DF9238.will NOT be published in the near future. In the interim, the DF9238.published coordinates in North and South Carolina will not be DF9238.consistent with the Continuously Operating Reference Stations DF9238.(CORS). The HARN coordinates for these stations are available DF9238.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF9238.Lapine(803-896-7700). DF9238. DF9238.In addition, the published North and South Carolina positions DF9238.(NAD 83 (1986)) are NOT consistent with those determined in DF9238.adjacent state readjustments. The discontinuity between stations DF9238.located in North or South Carolina and those in adjacent states DF9238.which have been adjusted to the HARN may be as much as 5 DF9238.decimeters. This will result in a significant loss of accuracy DF9238.over lines crossing such state borders. DF9238 DF9238 DF9238.The horizontal coordinates were established by GPS observations DF9238.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. DF9238 DF9238.The orthometric height was determined by GPS observations and a DF9238.high-resolution geoid model. DF9238 DF9238.The Laplace correction was computed from DEFLEC99 derived deflections. DF9238 DF9238.The geoid height was determined by GEOID99. DF9238 DF9238; North East Units Scale Converg. DF9238;SPC NC - 166,830.017 609,611.457 MT 0.99987259 +0 00 00.2 DF9238;UTM 17 - 3,903,036.297 681,960.398 MT 1.00000805 +1 09 17.2 DF9238 DF9238: Primary Azimuth Mark Grid Az DF9238:SPC NC - JUMP 061 40 30.3 DF9238:UTM 17 - JUMP 060 31 13.3 DF9238 DF9238|---------------------------------------------------------------------| DF9238| PID Reference Object Distance Geod. Az | DF9238| dddmmss.s | DF9238| DF9239 JUMP 445.227 METERS 0614030.5 | DF9238|---------------------------------------------------------------------| DF9238 DF9238 SUPERSEDED SURVEY CONTROL DF9238 DF9238.No superseded survey control is available for this station. DF9238 DF9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8196003036(NAD 83) DF9238_MARKER: DH = HORIZONTAL CONTROL DISK DF9238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9238_STAMPING: HIGH 2001 DF9238_MARK LOGO: NCGS DF9238_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF9238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9238+STABILITY: SURFACE MOTION DF9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9238+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF9238 DF9238 HISTORY - Date Condition Report By DF9238 HISTORY - 2001 MONUMENTED NCGS DF9238 DF9238 STATION DESCRIPTION DF9238 DF9238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) DF9238'STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) SOUTHWEST OF LILLINGTON AND DF9238'3.4 MI (5.5 KM) EAST-SOUTHEAST OF SPOUT SPRINGS. DF9238'PROCEED ALONG NC 24/87 FOR 3.9 MI (6.3 KM) SOUTHEAST FROM THE NC DF9238'24/87SPLIT AT SPOUT SPRINGS TO SR 1117 (NURSERY ROAD), THENCE DF9238'NORTHEAST ALONG SR 1117 FOR 1.9 MI (3.1 KM) TO A WOODS ROAD AND THE DF9238'STATION,IN THE NORTHEAST QUADRANT. ALSO, 0.2 MI (0.3 KM) WEST OF THE DF9238'BRIDGE OVER JUMPING RUN CREEK. DF9238'MARK IS ABOUT 1-FOOT HIGHER THAN SR 1117 AND FLUSH WITH THE GROUND. DF9238'LOCATED 35.7 FT (10.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1117, DF9238'34 FT (10.4 M) EAST-SOUTHEAST OF THE CENTER OF THE WOODS ROAD AND--- DF9238'26.9 FT (8.2 M) EAST OF A 6-INCH X 8-INCH WOODEN GATE POST, 124.0 FT DF9238'(37.8 M) EAST-NORTHEAST OF A POWER POLE WITH FOUR GUY WIRES--- BOTH DF9238'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4974 *********************************************************************** EZ4974 DESIGNATION - JEAN NCGS 1972 EZ4974 PID - EZ4974 EZ4974 STATE/COUNTY- NC/HARNETT EZ4974 USGS QUAD - ANDERSON CREEK (1981) EZ4974 EZ4974 *CURRENT SURVEY CONTROL EZ4974 ___________________________________________________________________ EZ4974* NAD 83(1986)- 35 16 41.77561(N) 078 54 52.27643(W) ADJUSTED EZ4974* NAVD 88 - 71.0 (meters) 233. (feet) VERTCON EZ4974 ___________________________________________________________________ EZ4974 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EZ4974 GEOID HEIGHT- -33.02 (meters) GEOID99 EZ4974 EZ4974 HORZ ORDER - SECOND EZ4974 EZ4974.The North Carolina/South Carolina HARNS have been completed but, EZ4974.due to contractual restrictions, coordinates for these stations EZ4974.will NOT be published in the near future. In the interim, the EZ4974.published coordinates in North and South Carolina will not be EZ4974.consistent with the Continuously Operating Reference Stations EZ4974.(CORS). The HARN coordinates for these stations are available EZ4974.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4974.Lapine(803-896-7700). EZ4974. EZ4974.In addition, the published North and South Carolina positions EZ4974.(NAD 83 (1986)) are NOT consistent with those determined in EZ4974.adjacent state readjustments. The discontinuity between stations EZ4974.located in North or South Carolina and those in adjacent states EZ4974.which have been adjusted to the HARN may be as much as 5 EZ4974.decimeters. This will result in a significant loss of accuracy EZ4974.over lines crossing such state borders. EZ4974 EZ4974 EZ4974.The horizontal coordinates were established by classical geodetic methods EZ4974.and adjusted by the National Geodetic Survey in July 1986. EZ4974 EZ4974.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4974 EZ4974.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4974 EZ4974.The geoid height was determined by GEOID99. EZ4974 EZ4974; North East Units Scale Converg. EZ4974;SPC NC - 169,534.395 617,376.920 MT 0.99987270 +0 02 57.6 EZ4974;UTM 17 - 3,905,897.107 689,670.945 MT 1.00004337 +1 12 17.4 EZ4974 EZ4974: Primary Azimuth Mark Grid Az EZ4974:SPC NC - CLARK NCGS 1972 210 41 21.6 EZ4974:UTM 17 - CLARK NCGS 1972 209 32 01.8 EZ4974 EZ4974|---------------------------------------------------------------------| EZ4974| PID Reference Object Distance Geod. Az | EZ4974| dddmmss.s | EZ4974| EZ4970 CLARK NCGS 1972 491.859 METERS 2104419.2 | EZ4974|---------------------------------------------------------------------| EZ4974 EZ4974 SUPERSEDED SURVEY CONTROL EZ4974 EZ4974 NAD 27 - 35 16 41.20884(N) 078 54 53.17367(W) AD( ) 2 EZ4974 NGVD 29 (07/19/86) 71.2 (m) 234. (f) VERT ANG EZ4974 EZ4974.Superseded values are not recommended for survey control. EZ4974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4974.See file dsdata.txt to determine how the superseded data were derived. EZ4974 EZ4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8967105897(NAD 83) EZ4974_MARKER: DE = TRAVERSE STATION DISK EZ4974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4974_STAMPING: JEAN 1972 EZ4974_MARK LOGO: NCGS EZ4974_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4974+STABILITY: SURFACE MOTION EZ4974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4974+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001 EZ4974 EZ4974 HISTORY - Date Condition Report By EZ4974 HISTORY - 1972 MONUMENTED NCGS EZ4974 HISTORY - 20010731 SEE DESCRIPTION NCGS EZ4974 EZ4974 STATION DESCRIPTION EZ4974 EZ4974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4974'JEAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ4974'VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4974' EZ4974'JEAN IS LOCATED APPROXIMATELY 7.8 MILES WSW OF BUNNLEVEL AND 10.0 EZ4974'MILES SW OF LILLINGTON. TO REACH STATION FROM THE INTERSECTION OF EZ4974'US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHWEST ALONG NC EZ4974'210 FOR 10.05 MILES TO STATION ON LEFT, IN THE SOUTH QUADRANT OF THE EZ4974'INTERSECTION OF NC 210 AND SR 1120, ON AN EMBANKMENT EZ4974'APPROXIMATELY 5 FEET HIGH, OPPOSITE THE DRIVEWAY ENTRANCE TO JEANS EZ4974'BEAUTY SHOP. EZ4974' EZ4974'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED JEAN EZ4974'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ4974'INCHES ABOVE THE GROUND. EZ4974' EZ4974'MARK IS-- EZ4974'50.8 FEET ESE OF C/L OF NC 210. EZ4974'76.5 FEET SW OF C/L OF SR 1120. EZ4974'1.3 FEET SE OF TOP OF R/W MARKER. EZ4974'38.7 FEET W OF TOP OF R/W MARKER. EZ4974 EZ4974 STATION RECOVERY (2001) EZ4974 EZ4974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ4974'NOT FOUND, PROBABLY LOST TO HIGHWAY IMPROVEMENTS. PATH FINDER EZ4974'NAVIGATED TO BOTTOM OF NEW ROAD DITCH. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 DF9239 *********************************************************************** DF9239 DESIGNATION - JUMP DF9239 PID - DF9239 DF9239 STATE/COUNTY- NC/HARNETT DF9239 USGS QUAD - ANDERSON CREEK (1981) DF9239 DF9239 *CURRENT SURVEY CONTROL DF9239 ___________________________________________________________________ DF9239* NAD 83(1986)- 35 15 20.97473(N) 078 59 44.09095(W) ADJUSTED DF9239* NAVD 88 - 57.2 (meters) 188. (feet) GPS OBS DF9239 ___________________________________________________________________ DF9239 LAPLACE CORR- -6.07 (seconds) DEFLEC99 DF9239 GEOID HEIGHT- -32.78 (meters) GEOID99 DF9239 DF9239 HORZ ORDER - FIRST DF9239 DF9239.The North Carolina/South Carolina HARNS have been completed but, DF9239.due to contractual restrictions, coordinates for these stations DF9239.will NOT be published in the near future. In the interim, the DF9239.published coordinates in North and South Carolina will not be DF9239.consistent with the Continuously Operating Reference Stations DF9239.(CORS). The HARN coordinates for these stations are available DF9239.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF9239.Lapine(803-896-7700). DF9239. DF9239.In addition, the published North and South Carolina positions DF9239.(NAD 83 (1986)) are NOT consistent with those determined in DF9239.adjacent state readjustments. The discontinuity between stations DF9239.located in North or South Carolina and those in adjacent states DF9239.which have been adjusted to the HARN may be as much as 5 DF9239.decimeters. This will result in a significant loss of accuracy DF9239.over lines crossing such state borders. DF9239 DF9239 DF9239.The horizontal coordinates were established by GPS observations DF9239.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. DF9239 DF9239.The orthometric height was determined by GPS observations and a DF9239.high-resolution geoid model. DF9239 DF9239.The Laplace correction was computed from DEFLEC99 derived deflections. DF9239 DF9239.The geoid height was determined by GEOID99. DF9239 DF9239; North East Units Scale Converg. DF9239;SPC NC - 167,041.237 610,003.328 MT 0.99987259 +0 00 09.2 DF9239;UTM 17 - 3,903,255.402 682,347.985 MT 1.00000979 +1 09 26.4 DF9239 DF9239: Primary Azimuth Mark Grid Az DF9239:SPC NC - HIGH 241 40 30.3 DF9239:UTM 17 - HIGH 240 31 13.1 DF9239 DF9239|---------------------------------------------------------------------| DF9239| PID Reference Object Distance Geod. Az | DF9239| dddmmss.s | DF9239| DF9238 HIGH 445.227 METERS 2414039.5 | DF9239|---------------------------------------------------------------------| DF9239 DF9239 SUPERSEDED SURVEY CONTROL DF9239 DF9239.No superseded survey control is available for this station. DF9239 DF9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8234803255(NAD 83) DF9239_MARKER: DH = HORIZONTAL CONTROL DISK DF9239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9239_STAMPING: JUMP 2001 DF9239_MARK LOGO: NCGS DF9239_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF9239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9239+STABILITY: SURFACE MOTION DF9239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9239+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF9239 DF9239 HISTORY - Date Condition Report By DF9239 HISTORY - 2001 MONUMENTED NCGS DF9239 DF9239 STATION DESCRIPTION DF9239 DF9239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) DF9239'STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) SOUTHWEST OF LILLINGTON AND DF9239'3.6 MI (5.8 KM) EAST-SOUTHEAST OF SPOUT SPRINGS. DF9239'PROCEED ALONG NC 24/87 FOR 3.9 MI (6.3 KM) SOUTHEAST FROM THE NC 24/87 DF9239'SPLIT AT SPOUT SPRINGS TO SR 1117 (NURSERY ROAD), THENCE NORTHEAST DF9239'ALONG SR 1117 FOR 2.2 MI (3.5 KM) TO THE STATION, IN THE NORTH DF9239'SHOULDER. ALSO, 0.25 MI (0.40 KM) SOUTHWEST OF SR 1120 (OVERHILLS DF9239'ROAD). DF9239'MARK IS ABOUT 1-FOOT LOWER THAN SR 1117 AND FLUSH WITH THE GROUND. DF9239'LOCATED 20.9 FT (6.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1117, DF9239'359 FT (109.4 M) EAST-NORTHEAST THE NORTHEAST END OF THE NORTHWESTERN DF9239'CONCRETE GUARD RAIL OF THE BRIDGE OVER JUMPING RUN CREEK AND 9.0 FT DF9239'(2.7 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 DF9237 *********************************************************************** DF9237 DESIGNATION - LEVESQUE DF9237 PID - DF9237 DF9237 STATE/COUNTY- NC/HARNETT DF9237 USGS QUAD - MANCHESTER (1987) DF9237 DF9237 *CURRENT SURVEY CONTROL DF9237 ___________________________________________________________________ DF9237* NAD 83(1986)- 35 13 34.89344(N) 078 57 06.93646(W) ADJUSTED DF9237* NAVD 88 - 77.3 (meters) 254. (feet) GPS OBS DF9237 ___________________________________________________________________ DF9237 LAPLACE CORR- -5.83 (seconds) DEFLEC99 DF9237 GEOID HEIGHT- -33.02 (meters) GEOID99 DF9237 DF9237 HORZ ORDER - FIRST DF9237 DF9237.The North Carolina/South Carolina HARNS have been completed but, DF9237.due to contractual restrictions, coordinates for these stations DF9237.will NOT be published in the near future. In the interim, the DF9237.published coordinates in North and South Carolina will not be DF9237.consistent with the Continuously Operating Reference Stations DF9237.(CORS). The HARN coordinates for these stations are available DF9237.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF9237.Lapine(803-896-7700). DF9237. DF9237.In addition, the published North and South Carolina positions DF9237.(NAD 83 (1986)) are NOT consistent with those determined in DF9237.adjacent state readjustments. The discontinuity between stations DF9237.located in North or South Carolina and those in adjacent states DF9237.which have been adjusted to the HARN may be as much as 5 DF9237.decimeters. This will result in a significant loss of accuracy DF9237.over lines crossing such state borders. DF9237 DF9237 DF9237.The horizontal coordinates were established by GPS observations DF9237.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. DF9237 DF9237.The orthometric height was determined by GPS observations and a DF9237.high-resolution geoid model. DF9237 DF9237.The Laplace correction was computed from DEFLEC99 derived deflections. DF9237 DF9237.The geoid height was determined by GEOID99. DF9237 DF9237; North East Units Scale Converg. DF9237;SPC NC - 163,773.485 613,977.058 MT 0.99987269 +0 01 39.9 DF9237;UTM 17 - 3,900,067.902 686,387.332 MT 1.00002815 +1 10 54.1 DF9237 DF9237 SUPERSEDED SURVEY CONTROL DF9237 DF9237.No superseded survey control is available for this station. DF9237 DF9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8638700068(NAD 83) DF9237_MARKER: DH = HORIZONTAL CONTROL DISK DF9237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9237_STAMPING: LEVESQUE 1997 DF9237_MARK LOGO: NCGS DF9237_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9237+STABILITY: SURFACE MOTION DF9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9237+SATELLITE: SATELLITE OBSERVATIONS - 1997 DF9237 DF9237 HISTORY - Date Condition Report By DF9237 HISTORY - 1997 MONUMENTED NCGS DF9237 DF9237 STATION DESCRIPTION DF9237 DF9237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 DF9237'STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) SOUTH-SOUTHWEST OF DF9237'LILLINGTON AND 4.3 MI (6.9 KM) NORTH-NORTHEAST OF SPRING LAKE. DF9237'ALONG SR 1121 (RAY ROAD) FOR 0.85 MI (1.37 KM) NORTHWEST FROM NC 210 DF9237'TO THE STATION IN THE SOUTH SHOULDER. ALSO, 0.1 MI (0.2 KM) NORTHWEST DF9237'OF SR 1123 (CREEKSVILLE CHURCH ROAD). DF9237'MARK IS ABOUT LEVEL WITH SR 1121 AND RECESSED 2-INCHES BELOW GROUND. DF9237'LOCATED 22.8 FT (6.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1121 DF9237'---AND 70.4 FT (21.5 M) NORTH-NORTHWEST OF A POWER POLE WITH TWO GUY DF9237'WIRES AND A FIBER OPTIC WITNESS POST, 82.0 FT (25.0 M) NORTHWEST OF A DF9237'15-INCH PINE, 63.5 NORTH OF A 20-INCH PINE--- ALL THREE WITH REFERENCE DF9237'TAGS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AJ6907 *********************************************************************** AJ6907 DESIGNATION - NOLL AJ6907 PID - AJ6907 AJ6907 STATE/COUNTY- NC/HARNETT AJ6907 USGS QUAD - MANCHESTER (1987) AJ6907 AJ6907 *CURRENT SURVEY CONTROL AJ6907 ___________________________________________________________________ AJ6907* NAD 83(1986)- 35 13 53.95385(N) 078 57 50.72009(W) ADJUSTED AJ6907* NAVD 88 - 90.5 (meters) 297. (feet) GPS OBS AJ6907 ___________________________________________________________________ AJ6907 LAPLACE CORR- -5.92 (seconds) DEFLEC99 AJ6907 GEOID HEIGHT- -32.96 (meters) GEOID99 AJ6907 AJ6907 HORZ ORDER - FIRST AJ6907 AJ6907.The North Carolina/South Carolina HARNS have been completed but, AJ6907.due to contractual restrictions, coordinates for these stations AJ6907.will NOT be published in the near future. In the interim, the AJ6907.published coordinates in North and South Carolina will not be AJ6907.consistent with the Continuously Operating Reference Stations AJ6907.(CORS). The HARN coordinates for these stations are available AJ6907.upon request. Contact Gary Thompson(919-733-3836), or Lewis AJ6907.Lapine(803-896-7700). AJ6907. AJ6907.In addition, the published North and South Carolina positions AJ6907.(NAD 83 (1986)) are NOT consistent with those determined in AJ6907.adjacent state readjustments. The discontinuity between stations AJ6907.located in North or South Carolina and those in adjacent states AJ6907.which have been adjusted to the HARN may be as much as 5 AJ6907.decimeters. This will result in a significant loss of accuracy AJ6907.over lines crossing such state borders. AJ6907 AJ6907 AJ6907.The horizontal coordinates were established by GPS observations AJ6907.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2001. AJ6907 AJ6907.The orthometric height was determined by GPS observations and a AJ6907.high-resolution geoid model. AJ6907 AJ6907.The Laplace correction was computed from DEFLEC99 derived deflections. AJ6907 AJ6907.The geoid height was determined by GEOID99. AJ6907 AJ6907; North East Units Scale Converg. AJ6907;SPC NC - 164,360.346 612,869.795 MT 0.99987265 +0 01 14.6 AJ6907;UTM 17 - 3,900,632.429 685,268.303 MT 1.00002303 +1 10 29.3 AJ6907 AJ6907 SUPERSEDED SURVEY CONTROL AJ6907 AJ6907.No superseded survey control is available for this station. AJ6907 AJ6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8526800632(NAD 83) AJ6907_MARKER: DH = HORIZONTAL CONTROL DISK AJ6907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ6907_STAMPING: NOLL 1997 AJ6907_MARK LOGO: NCGS AJ6907_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AJ6907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ6907+STABILITY: SURFACE MOTION AJ6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ6907+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003 AJ6907 AJ6907 HISTORY - Date Condition Report By AJ6907 HISTORY - 1997 MONUMENTED NCGS AJ6907 HISTORY - 20010925 GOOD NCGS AJ6907 HISTORY - 20021121 GOOD NCGS AJ6907 HISTORY - 20030317 GOOD INDIV AJ6907 AJ6907 STATION DESCRIPTION AJ6907 AJ6907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AJ6907'STATION IS LOCATED ABOUT 14.2 MI (22.9 KM) SOUTHWEST OF LILLINGTON 4.5 AJ6907'MI (7.2 KM) NORTH OF SPRING LAKE, AND AT THE LIBERTY BAPTIST CHURCH. AJ6907'ALONG SR 1121 (RAY ROAD) FOR 1.65 MI (2.66 KM) NORTHWEST FROM NC 210, AJ6907'APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF THE HARNETT/CUMBERLAND COUNTY AJ6907'LINE, ON A 10-FOOT CUT BANK. AJ6907'MARK IS ABOUT 10-FEET HIGHER THAN SR 1121 AND FLUSH WITH THE GROUND. AJ6907'LOCATED 46.6 FT (14.2 M) SOUTHWEST OF THE CENTERLINE OF SR 1121, 44.3 AJ6907'FT (13.5 M) SOUTHEAST OF THE NORTHEAST END OF A BRICK CHURCH SIGN AND AJ6907'71.0 FT (21.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH AJ6907'BUILDING (BUTTRESS). AJ6907 AJ6907 STATION RECOVERY (2001) AJ6907 AJ6907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) AJ6907'RECOVERED AS DESCRIBED. AJ6907 AJ6907 STATION RECOVERY (2002) AJ6907 AJ6907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) AJ6907'STATION IS LOCATED ABOUT 14.2 MI (22.9 KM) SOUTHWEST OF LILLINGTON 4.5 AJ6907'MI (7.2 KM) NORTH OF SPRING LAKE, AND AT THE LIBERTY BAPTIST CHURCH. AJ6907'ALONG SR 1121 (RAY ROAD) FOR 1.65 MI (2.66 KM) NORTHWEST FROM NC 210, AJ6907'APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF THE HARNETT/CUMBERLAND COUNTY AJ6907'LINE, ON A 10-FOOT CUT BANK. AJ6907'MARK IS ABOUT 10-FEET HIGHER THAN SR 1121 AND FLUSH WITH THE GROUND. AJ6907'LOCATED 46.6 FT (14.2 M) SOUTHWEST OF THE CENTERLINE OF SR 1121, 44.3 AJ6907'FT (13.5 M) SOUTHEAST OF THE NORTHEAST END OF A BRICK CHURCH SIGN AND AJ6907'71.0 FT (21.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH AJ6907'BUILDING (BUTTRESS). AJ6907 AJ6907 STATION RECOVERY (2003) AJ6907 AJ6907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL) AJ6907'RECOVERED BY COMPASSCOM, INC. AJ6907' AJ6907' AJ6907' 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ4963 *********************************************************************** EZ4963 DESIGNATION - ROCK NCGS 1972 EZ4963 PID - EZ4963 EZ4963 STATE/COUNTY- NC/HARNETT EZ4963 USGS QUAD - ANDERSON CREEK (1981) EZ4963 EZ4963 *CURRENT SURVEY CONTROL EZ4963 ___________________________________________________________________ EZ4963* NAD 83(1986)- 35 17 58.93840(N) 078 53 39.18807(W) ADJUSTED EZ4963* NAVD 88 - 71.5 (meters) 235. (feet) VERTCON EZ4963 ___________________________________________________________________ EZ4963 LAPLACE CORR- -5.48 (seconds) DEFLEC99 EZ4963 GEOID HEIGHT- -33.04 (meters) GEOID99 EZ4963 EZ4963 HORZ ORDER - SECOND EZ4963 EZ4963.The North Carolina/South Carolina HARNS have been completed but, EZ4963.due to contractual restrictions, coordinates for these stations EZ4963.will NOT be published in the near future. In the interim, the EZ4963.published coordinates in North and South Carolina will not be EZ4963.consistent with the Continuously Operating Reference Stations EZ4963.(CORS). The HARN coordinates for these stations are available EZ4963.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4963.Lapine(803-896-7700). EZ4963. EZ4963.In addition, the published North and South Carolina positions EZ4963.(NAD 83 (1986)) are NOT consistent with those determined in EZ4963.adjacent state readjustments. The discontinuity between stations EZ4963.located in North or South Carolina and those in adjacent states EZ4963.which have been adjusted to the HARN may be as much as 5 EZ4963.decimeters. This will result in a significant loss of accuracy EZ4963.over lines crossing such state borders. EZ4963 EZ4963 EZ4963.The horizontal coordinates were established by classical geodetic methods EZ4963.and adjusted by the National Geodetic Survey in July 1986. EZ4963 EZ4963.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4963 EZ4963.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4963 EZ4963.The geoid height was determined by GEOID99. EZ4963 EZ4963; North East Units Scale Converg. EZ4963;SPC NC - 171,913.897 619,221.216 MT 0.99987294 +0 03 39.8 EZ4963;UTM 17 - 3,908,313.749 691,467.182 MT 1.00005180 +1 13 01.9 EZ4963 EZ4963: Primary Azimuth Mark Grid Az EZ4963:SPC NC - DANFORTH NCGS 1972 231 46 01.3 EZ4963:UTM 17 - DANFORTH NCGS 1972 230 36 39.2 EZ4963 EZ4963|---------------------------------------------------------------------| EZ4963| PID Reference Object Distance Geod. Az | EZ4963| dddmmss.s | EZ4963| EZ4964 CURVE NCGS 1972 409.533 METERS 0540133.4 | EZ4963| EZ4972 DANFORTH NCGS 1972 APPROX. 1.4 KM 2314941.1 | EZ4963|---------------------------------------------------------------------| EZ4963 EZ4963 SUPERSEDED SURVEY CONTROL EZ4963 EZ4963 NAD 27 - 35 17 58.36200(N) 078 53 40.09269(W) AD( ) 2 EZ4963 NGVD 29 (07/19/86) 71.8 (m) 236. (f) VERT ANG EZ4963 EZ4963.Superseded values are not recommended for survey control. EZ4963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4963.See file dsdata.txt to determine how the superseded data were derived. EZ4963 EZ4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9146708314(NAD 83) EZ4963_MARKER: DE = TRAVERSE STATION DISK EZ4963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4963_STAMPING: ROCK 1972 EZ4963_MARK LOGO: NCGS EZ4963_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4963+STABILITY: SURFACE MOTION EZ4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4963+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001 EZ4963 EZ4963 HISTORY - Date Condition Report By EZ4963 HISTORY - 1972 MONUMENTED NCGS EZ4963 HISTORY - 19971129 MARK NOT FOUND USPSQD EZ4963 HISTORY - 20010801 SEE DESCRIPTION NCGS EZ4963 EZ4963 STATION DESCRIPTION EZ4963 EZ4963'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4963'ROCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ4963'VICINITY OF BUNNLEVEL, NORTH CAROLINA. EZ4963' EZ4963'ROCK IS LOCATED APPROXIMATELY 6.4 MILES WEST OF BUNNLEVEL AND EZ4963'8.0 MILES SOUTHWEST OF LILLINGTON. TO REACH STATION FROM THE EZ4963'INTERSECTION OF US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED EZ4963'SOUTHWEST ALONG NC 210 FOR 8.1 MILES TO STATION ON RIGHT, 0.15 EZ4963'MILE NORTHEAST OF HARNETT ELEMENTARY SCHOOL AND 1.2 MILES EZ4963'SOUTHWEST OF THE INTERSECTION OF NC 210 WITH SR 2045 AND SR 1128, AT EZ4963'SOUTH CORNER OF A YARD, NEAR FENCE POST ON ROAD BANK AND OPPOSITE EZ4963'THE NORTHEAST CORNER OF THE ELEMENTARY SCHOOL YARD. EZ4963' EZ4963'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4963'ROCK 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ4963'IS FLUSH WITH THE GROUND. EZ4963' EZ4963'MARK IS-- EZ4963'28.6 FEET NNW OF C/L OF NC 210. EZ4963'6.9 FEET ENE OF BASE OF TP NO. 142 WITH ALUMINUM REF. TAG. EZ4963'4.3 FEET SSW OF BASE OF 6X6 POST WITH ALUMINUM REF. TAG. EZ4963'32.7 FEET SE OF ALUMINUM REF. TAG ON 4 INCH OAK TREE. EZ4963 EZ4963 STATION RECOVERY (1997) EZ4963 EZ4963'RECOVERY NOTE BY US POWER SQUADRON 1997 EZ4963'MARK NOT FOUND. EZ4963 EZ4963 STATION RECOVERY (2001) EZ4963 EZ4963'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ4963'NOT FOUND, PROBABLY LOST TO HIGHWAY IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 DF9240 *********************************************************************** DF9240 DESIGNATION - SKIP DF9240 PID - DF9240 DF9240 STATE/COUNTY- NC/HARNETT DF9240 USGS QUAD - ANDERSON CREEK (1981) DF9240 DF9240 *CURRENT SURVEY CONTROL DF9240 ___________________________________________________________________ DF9240* NAD 83(1986)- 35 15 34.78392(N) 078 59 32.68345(W) ADJUSTED DF9240* NAVD 88 - 60.8 (meters) 199. (feet) GPS OBS DF9240 ___________________________________________________________________ DF9240 LAPLACE CORR- -5.98 (seconds) DEFLEC99 DF9240 GEOID HEIGHT- -32.78 (meters) GEOID99 DF9240 DF9240 HORZ ORDER - FIRST DF9240 DF9240.The North Carolina/South Carolina HARNS have been completed but, DF9240.due to contractual restrictions, coordinates for these stations DF9240.will NOT be published in the near future. In the interim, the DF9240.published coordinates in North and South Carolina will not be DF9240.consistent with the Continuously Operating Reference Stations DF9240.(CORS). The HARN coordinates for these stations are available DF9240.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF9240.Lapine(803-896-7700). DF9240. DF9240.In addition, the published North and South Carolina positions DF9240.(NAD 83 (1986)) are NOT consistent with those determined in DF9240.adjacent state readjustments. The discontinuity between stations DF9240.located in North or South Carolina and those in adjacent states DF9240.which have been adjusted to the HARN may be as much as 5 DF9240.decimeters. This will result in a significant loss of accuracy DF9240.over lines crossing such state borders. DF9240 DF9240 DF9240.The horizontal coordinates were established by GPS observations DF9240.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. DF9240 DF9240.The orthometric height was determined by GPS observations and a DF9240.high-resolution geoid model. DF9240 DF9240.The Laplace correction was computed from DEFLEC99 derived deflections. DF9240 DF9240.The geoid height was determined by GEOID99. DF9240 DF9240; North East Units Scale Converg. DF9240;SPC NC - 167,466.774 610,291.625 MT 0.99987260 +0 00 15.8 DF9240;UTM 17 - 3,903,686.722 682,627.686 MT 1.00001105 +1 09 33.4 DF9240 DF9240: Primary Azimuth Mark Grid Az DF9240:SPC NC - JUMP 214 07 02.1 DF9240:UTM 17 - JUMP 212 57 44.5 DF9240 DF9240|---------------------------------------------------------------------| DF9240| PID Reference Object Distance Geod. Az | DF9240| dddmmss.s | DF9240| DF9239 JUMP APPROX. 0.5 KM 2140717.9 | DF9240|---------------------------------------------------------------------| DF9240 DF9240 SUPERSEDED SURVEY CONTROL DF9240 DF9240.No superseded survey control is available for this station. DF9240 DF9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8262803687(NAD 83) DF9240_MARKER: DH = HORIZONTAL CONTROL DISK DF9240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9240_STAMPING: SKIP 2001 DF9240_MARK LOGO: NCGS DF9240_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF9240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9240+STABILITY: SURFACE MOTION DF9240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9240+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF9240 DF9240 HISTORY - Date Condition Report By DF9240 HISTORY - 2001 MONUMENTED NCGS DF9240 DF9240 STATION DESCRIPTION DF9240 DF9240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) DF9240'STATION IS LOCATED ABOUT 13.8 MI (22.2 KM) SOUTHWEST OF LILLINGTON AND DF9240'3.8 MI (6.1 KM) EAST OF SPOUT SPRINGS. DF9240'PROCEED ALONG NC 24/87 FOR 3.9 MI (6.3 KM) SOUTHEAST FROM THE NC 24/87 DF9240'SPLIT AT SPOUT SPRINGS TO SR 1117 (NURSERY ROAD), THENCE NORTHEAST DF9240'ALONG SR 1117 FOR 2.45 MI (3.94 KM) TO SR 1120 (OVERHILLS ROAD - DF9240'NORTHEAST), TURN NORTH AND CONTINUE ON SR 1117 FOR 0.2 MI (0.3 KM) TO DF9240'A CROSS-COUNTRY POWER LINE AND THE STATION ON THE WEST BANK DIRECTLY DF9240'UNDER THE CENTERLINE OF THE POWER LINES. DF9240'MARK IS ABOUT 3-FEET HIGHER THAN SR 1117 AND FLUSH WITH THE GROUND. DF9240'LOCATED 36.5 FT (11.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1117, DF9240'9.7 FT (3.0 M) SOUTH-SOUTHWEST OF A CORPS OF ENGINEERS FIBERGLASS DF9240'WITNESS POST, 24.7 FT (7.5 M) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL DF9240'(R113W), 24.6 FT (7.5 M) NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY DF9240'MONUMENT AND 119.3 FT (36.4 M) NORTH OF A CROSS COUNTRY POWER POLE DF9240'(243) WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ3443 *********************************************************************** EZ3443 DESIGNATION - THOMAS EZ3443 PID - EZ3443 EZ3443 STATE/COUNTY- NC/HARNETT EZ3443 USGS QUAD - LOBELIA (1981) EZ3443 EZ3443 *CURRENT SURVEY CONTROL EZ3443 ___________________________________________________________________ EZ3443* NAD 83(1986)- 35 14 29.91817(N) 079 07 34.03148(W) ADJUSTED EZ3443* NAVD 88 - 116.1 (meters) 381. (feet) GPS OBS EZ3443 ___________________________________________________________________ EZ3443 LAPLACE CORR- -5.53 (seconds) DEFLEC99 EZ3443 GEOID HEIGHT- -32.35 (meters) GEOID99 EZ3443 EZ3443 HORZ ORDER - FIRST EZ3443 EZ3443.The North Carolina/South Carolina HARNS have been completed but, EZ3443.due to contractual restrictions, coordinates for these stations EZ3443.will NOT be published in the near future. In the interim, the EZ3443.published coordinates in North and South Carolina will not be EZ3443.consistent with the Continuously Operating Reference Stations EZ3443.(CORS). The HARN coordinates for these stations are available EZ3443.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3443.Lapine(803-896-7700). EZ3443. EZ3443.In addition, the published North and South Carolina positions EZ3443.(NAD 83 (1986)) are NOT consistent with those determined in EZ3443.adjacent state readjustments. The discontinuity between stations EZ3443.located in North or South Carolina and those in adjacent states EZ3443.which have been adjusted to the HARN may be as much as 5 EZ3443.decimeters. This will result in a significant loss of accuracy EZ3443.over lines crossing such state borders. EZ3443 EZ3443 EZ3443.The horizontal coordinates were established by GPS observations EZ3443.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. EZ3443 EZ3443.The orthometric height was determined by GPS observations and a EZ3443.high-resolution geoid model. EZ3443 EZ3443.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3443 EZ3443.The geoid height was determined by GEOID99. EZ3443 EZ3443; North East Units Scale Converg. EZ3443;SPC NC - 165,475.254 598,123.384 MT 0.99987261 -0 04 22.1 EZ3443;UTM 17 - 3,901,450.163 670,500.690 MT 0.99995827 +1 04 53.5 EZ3443 EZ3443: Primary Azimuth Mark Grid Az EZ3443:SPC NC - THOMAS AZ MK 064 45 03.7 EZ3443:UTM 17 - THOMAS AZ MK 063 35 48.1 EZ3443 EZ3443|---------------------------------------------------------------------| EZ3443| PID Reference Object Distance Geod. Az | EZ3443| dddmmss.s | EZ3443| EZ3144 CAMERON HILL LOOKOUT TOWER NEW APPROX. 4.9 KM 0293528.0 | EZ3443| EZ5660 THOMAS RM 1 18.687 METERS 06214 | EZ3443| EZ5659 THOMAS AZ MK 0644041.6 | EZ3443| EZ5661 THOMAS RM 2 14.826 METERS 14125 | EZ3443| EZ3414 FORT BRAGG MICROWAVE TELE TWR APPROX.11.9 KM 1611341.8 | EZ3443| DF9232 THOMAS AZ MK 2 181.430 METERS 25307 | EZ3443|---------------------------------------------------------------------| EZ3443 EZ3443 SUPERSEDED SURVEY CONTROL EZ3443 EZ3443 NAD 83(1986)- 35 14 29.91823(N) 079 07 34.02360(W) AD( ) 3 EZ3443 NAD 27 - 35 14 29.33880(N) 079 07 34.90800(W) AD( ) 3 EZ3443 EZ3443.Superseded values are not recommended for survey control. EZ3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3443.See file dsdata.txt to determine how the superseded data were derived. EZ3443 EZ3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7050101450(NAD 83) EZ3443_MARKER: DH = HORIZONTAL CONTROL DISK EZ3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3443_STAMPING: THOMAS 1957 EZ3443_MARK LOGO: CGS EZ3443_MAGNETIC: N = NO MAGNETIC MATERIAL EZ3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3443+STABILITY: SURFACE MOTION EZ3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3443+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001 EZ3443 EZ3443 HISTORY - Date Condition Report By EZ3443 HISTORY - 1957 MONUMENTED CGS EZ3443 HISTORY - 1984 GOOD USPSQD EZ3443 HISTORY - 19970420 GOOD USPSQD EZ3443 HISTORY - 20010910 GOOD NCGS EZ3443 EZ3443 STATION DESCRIPTION EZ3443 EZ3443'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ3443'STATION IS LOCATED ABOUT 12.0 MILES SOUTH-SOUTHEAST OF SANFORD EZ3443'AND ABOUT 10.0 MILES NORTH-NORTHWEST OF FORT BRAGG. STATION IS EZ3443'35 FEET EAST OF APPROXIMATE CENTERLINE OF ROAD, 36 FEET SOUTH EZ3443'OF APPROXIMATE CENTER OF ROAD, 13 FEET SOUTHEAST OF PINE TREE EZ3443'WITH TRIANGLE BLAZE AND 6 FEET SOUTHEAST OF WITNESS POST. THE EZ3443'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED THOMAS 1957. EZ3443' EZ3443'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF APPROXIMATE CENTERLINE EZ3443'OF ROAD. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EZ3443'THOMAS NO 1 1957. EZ3443' EZ3443'REFERENCE MARK NO. 2 IS 20 FEET EAST OF APPROXIMATE CENTERLINE EZ3443'OF ROAD, 18 FEET NORTH OF PINE TREE AND 20 FEET WEST OF PINE EZ3443'TREE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EZ3443'THOMAS NO 2 1957. EZ3443' EZ3443'AZIMUTH MARK IS 26 FEET NORTH OF APPROXIMATE CENTERLINE OF EZ3443'ROAD, 16 FEET EAST OF APPROXIMATE CENTERLINE OF DRIVEWAY, 7 FEET EZ3443'SOUTHWEST OF PINE TREE AND 1-1/2 FEET SOUTHWEST OF WITNESS EZ3443'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED THOMAS EZ3443'1957. EZ3443' EZ3443'TO REACH FROM SIGNAL LIGHT AT INTERSECTION OF U.S. HIGHWAY NO. EZ3443'421 AND STATE HIGHWAY NO. 87 DETOUR, GO SOUTH ON SURFACED ROAD EZ3443'(STATE HIGHWAY NO. 87 DETOUR) FOR 11.5 MILES TO T INTERSECTION EZ3443'AT JUNCTION OF STATE HIGHWAY NO. 27. TURN LEFT AND GO EZ3443'SOUTHEASTERLY ON STATE HIGHWAY NO. 27 FOR 2.7 MILES TO SURFACED EZ3443'SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHWESTERLY ON SURFACED EZ3443'ROAD FOR 2.9 MILES TO ANGLING CROSSROADS. TURN LEFT AND GO EZ3443'EASTERLY ON GRAVEL ROAD FOR 0.1 MILE TO SIDE ROAD RIGHT AND EZ3443'STATION ON RIGHT SIDE OF ROAD. CONTINUE EASTERLY ON GRAVEL EZ3443'ROAD FOR 0.35 MILE TO DRIVEWAY AND AZIMUTH MARK ON LEFT (NORTH) EZ3443'SIDE OF ROAD AS DESCRIBED. EZ3443' EZ3443'ADDITIONAL VG OBJECTS EZ3443' EZ3443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ3443 EZ3443 STATION RECOVERY (1984) EZ3443 EZ3443'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH) EZ3443'THOMAS 1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL. EZ3443 EZ3443 STATION RECOVERY (1997) EZ3443 EZ3443'RECOVERY NOTE BY US POWER SQUADRON 1997 EZ3443'RECOVERED IN GOOD CONDITION. EZ3443 EZ3443 STATION RECOVERY (2001) EZ3443 EZ3443'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ3443'STATION IS LOCATED ABOUT 20.6 MI (33.2 KM) WEST-SOUTHWEST OF EZ3443'LILLINGTON AND 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF JOHNSONVILLE. EZ3443'PROCEED ALONG NC 24/27 FOR 0.4 MI (0.6 KM) SOUTHWEST FROM NC 24/27 EZ3443'SPLIT (IN JOHNSONVILLE) TO SR 1106 (HILLMAN GROVE ROAD), THENCE SOUTH EZ3443'ALONG SR 1106 FOR 3.0 MI (4.8 KM) TO SR 1108 (CAMERON HILL ROAD), EZ3443'THENCE EAST ALONG SR 1108 FOR 0.1 MI (0.2 KM) TO SPIVEY LANE (PRIVATE) EZ3443'AND THE STATION, IN THE SOUTHEAST QUADRANT. EZ3443'MARK IS ABOUT 3-FEET HIGHER THAN SR 1108 AND PROJECTS 10-INCHES ABOVE EZ3443'THE GROUND. LOCATED 34.4 FT (10.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE EZ3443'OF SR 1108, 28.0 FT (8.5 M) NORTHEAST OF THE CENTERLINE OF SPIVEY EZ3443'LANE, 101.8 WEST-SOUTHWEST OF A TELEPHONE PEDETAL ---AND 47.3 FT (14.4 EZ3443'M) WEST-NORTHWEST OF A 10-INCH OAK, 22.3 FT (6.8 M) NORTH-NORTHWEST OF EZ3443'A 8-INCH PINE--- BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 DF9232 *********************************************************************** DF9232 DESIGNATION - THOMAS AZ MK 2 DF9232 PID - DF9232 DF9232 STATE/COUNTY- NC/HARNETT DF9232 USGS QUAD - LOBELIA (1981) DF9232 DF9232 *CURRENT SURVEY CONTROL DF9232 ___________________________________________________________________ DF9232* NAD 83(1986)- 35 14 28.20762(N) 079 07 40.89781(W) ADJUSTED DF9232* NAVD 88 - 118.6 (meters) 389. (feet) GPS OBS DF9232 ___________________________________________________________________ DF9232 LAPLACE CORR- -5.53 (seconds) DEFLEC99 DF9232 GEOID HEIGHT- -32.35 (meters) GEOID99 DF9232 DF9232 HORZ ORDER - FIRST DF9232 DF9232.The North Carolina/South Carolina HARNS have been completed but, DF9232.due to contractual restrictions, coordinates for these stations DF9232.will NOT be published in the near future. In the interim, the DF9232.published coordinates in North and South Carolina will not be DF9232.consistent with the Continuously Operating Reference Stations DF9232.(CORS). The HARN coordinates for these stations are available DF9232.upon request. Contact Gary Thompson(919-733-3836), or Lewis DF9232.Lapine(803-896-7700). DF9232. DF9232.In addition, the published North and South Carolina positions DF9232.(NAD 83 (1986)) are NOT consistent with those determined in DF9232.adjacent state readjustments. The discontinuity between stations DF9232.located in North or South Carolina and those in adjacent states DF9232.which have been adjusted to the HARN may be as much as 5 DF9232.decimeters. This will result in a significant loss of accuracy DF9232.over lines crossing such state borders. DF9232 DF9232 DF9232.The horizontal coordinates were established by GPS observations DF9232.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. DF9232 DF9232.The orthometric height was determined by GPS observations and a DF9232.high-resolution geoid model. DF9232 DF9232.The Laplace correction was computed from DEFLEC99 derived deflections. DF9232 DF9232.The geoid height was determined by GEOID99. DF9232 DF9232; North East Units Scale Converg. DF9232;SPC NC - 165,422.767 597,949.737 MT 0.99987261 -0 04 26.0 DF9232;UTM 17 - 3,901,394.184 670,328.120 MT 0.99995755 +1 04 49.5 DF9232 DF9232|---------------------------------------------------------------------| DF9232| PID Reference Object Distance Geod. Az | DF9232| dddmmss.s | DF9232| EZ3443 THOMAS 181.430 METERS 07306 | DF9232|---------------------------------------------------------------------| DF9232 DF9232 SUPERSEDED SURVEY CONTROL DF9232 DF9232.No superseded survey control is available for this station. DF9232 DF9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7032801394(NAD 83) DF9232_MARKER: DH = HORIZONTAL CONTROL DISK DF9232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9232_STAMPING: THOMAS AZ MK 2 1997 DF9232_MARK LOGO: NCGS DF9232_MAGNETIC: N = NO MAGNETIC MATERIAL DF9232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9232+STABILITY: SURFACE MOTION DF9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9232+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001 DF9232 DF9232 HISTORY - Date Condition Report By DF9232 HISTORY - 1997 MONUMENTED NCGS DF9232 HISTORY - 20010613 GOOD NCGS DF9232 DF9232 STATION DESCRIPTION DF9232 DF9232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) DF9232'STATION IS LOCATED ABOUT 20.7 MI (33.3 KM) WEST-SOUTHWEST OF DF9232'LILLINGTON AND 4.4 MI (7.1 KM) WEST-SOUTHWEST OF SPOUT SPRINGS. DF9232'PROCEED ALONG NC 24/27 FOR 0.4 MI (0.6 KM) SOUTHWEST FROM NC 24/27 DF9232'SPLIT IN JOHNSONVILLE TO SR 1106 (HILLMON GROVE ROAD), THENCE SOUTH DF9232'ALONG SR 1106 FOR 3.0 MI (4.8 KM) TO SR 1108 (CAMERON HILL ROAD)/SR DF9232'1109 (FLYNN-MCPHERSON ROAD) AND THE STATION, IN THE NORTHWEST DF9232'QUADRANT, AT THE EAST CORNER OF A TELEPHONE EQUIPMENT SITE. DF9232'MARK IS ABOUT 1-FOOT HIGHER THAN SR 1106 AND RECESSED 4-INCHES BELOW DF9232'GROUND. LOCATED 27.8 FT (8.5 M) WEST-NORTHWEST OF THE CENTERLINE OF SR DF9232'1106, 2.4 FT (0.7 M) EAST OF AN EXISTING IRON PIPE AT THE EASTERN DF9232'CORNER OF A LANDSCAPED TELEPHONE EQUIPMENT SITE, 38.2 FT (11.6 M) DF9232'EAST-NORTHEAST OF AN ELECTRIC METER, 107.5 FT (32.8 M) SOUTH-SOUTHWEST DF9232'OF A TELEPHONE PEDESTAL (7300 166) AND 39.4 FT (12.0 M) NORTHEAST OF DF9232'AN 18-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ3420 *********************************************************************** EZ3420 DESIGNATION - TRAIL EZ3420 PID - EZ3420 EZ3420 STATE/COUNTY- NC/HARNETT EZ3420 USGS QUAD - OVERHILLS (1971) EZ3420 EZ3420 *CURRENT SURVEY CONTROL EZ3420 ___________________________________________________________________ EZ3420* NAD 83(1986)- 35 13 10.76485(N) 079 00 14.16946(W) ADJUSTED EZ3420* NAVD 88 - 94.27 (meters) 309.3 (feet) GPS OBS EZ3420 ___________________________________________________________________ EZ3420 LAPLACE CORR- -5.91 (seconds) DEFLEC99 EZ3420 GEOID HEIGHT- -32.84 (meters) GEOID99 EZ3420 EZ3420 HORZ ORDER - FIRST EZ3420 EZ3420.The North Carolina/South Carolina HARNS have been completed but, EZ3420.due to contractual restrictions, coordinates for these stations EZ3420.will NOT be published in the near future. In the interim, the EZ3420.published coordinates in North and South Carolina will not be EZ3420.consistent with the Continuously Operating Reference Stations EZ3420.(CORS). The HARN coordinates for these stations are available EZ3420.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3420.Lapine(803-896-7700). EZ3420. EZ3420.In addition, the published North and South Carolina positions EZ3420.(NAD 83 (1986)) are NOT consistent with those determined in EZ3420.adjacent state readjustments. The discontinuity between stations EZ3420.located in North or South Carolina and those in adjacent states EZ3420.which have been adjusted to the HARN may be as much as 5 EZ3420.decimeters. This will result in a significant loss of accuracy EZ3420.over lines crossing such state borders. EZ3420 EZ3420 EZ3420.The horizontal coordinates were established by GPS observations EZ3420.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2003. EZ3420 EZ3420.The orthometric height was determined by GPS observations and a EZ3420.high-resolution geoid model using precise GPS observation and EZ3420.processing techniques. EZ3420 EZ3420.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3420 EZ3420.The geoid height was determined by GEOID99. EZ3420 EZ3420; North East Units Scale Converg. EZ3420;SPC NC - 163,028.933 609,242.922 MT 0.99987275 -0 00 08.2 EZ3420;UTM 17 - 3,899,228.048 681,668.466 MT 1.00000675 +1 09 05.3 EZ3420 EZ3420: Primary Azimuth Mark Grid Az EZ3420:SPC NC - FLY NCGS 1972 321 24 45.1 EZ3420:UTM 17 - FLY NCGS 1972 320 15 31.6 EZ3420 EZ3420|---------------------------------------------------------------------| EZ3420| PID Reference Object Distance Geod. Az | EZ3420| dddmmss.s | EZ3420| EZ3421 FLY NCGS 1972 APPROX. 1.1 KM 3212436.9 | EZ3420|---------------------------------------------------------------------| EZ3420 EZ3420 SUPERSEDED SURVEY CONTROL EZ3420 EZ3420 NAD 83(1986)- 35 13 10.76426(N) 079 00 14.16887(W) AD( ) 1 EZ3420 NAD 83(1986)- 35 13 10.76667(N) 079 00 14.16346(W) AD( ) 2 EZ3420 NAD 27 - 35 13 10.18536(N) 079 00 15.05846(W) AD( ) 2 EZ3420 NGVD 29 (07/19/86) 94.5 (m) 310. (f) VERT ANG EZ3420 EZ3420.Superseded values are not recommended for survey control. EZ3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3420.See file dsdata.txt to determine how the superseded data were derived. EZ3420 EZ3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8166899228(NAD 83) EZ3420_MARKER: DE = TRAVERSE STATION DISK EZ3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3420_STAMPING: TRAIL 1972 EZ3420_MARK LOGO: NCGS EZ3420_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3420+STABILITY: SURFACE MOTION EZ3420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3420+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001 EZ3420 EZ3420 HISTORY - Date Condition Report By EZ3420 HISTORY - 1972 MONUMENTED NCGS EZ3420 HISTORY - 19970420 GOOD USPSQD EZ3420 HISTORY - 20010605 GOOD NCGS EZ3420 EZ3420 STATION DESCRIPTION EZ3420 EZ3420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ3420'TRAIL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3420'VICINITY OF SPRING LAKE, NORTH CAROLINA. EZ3420' EZ3420'TRAIL IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF SPRING LAKE AND EZ3420'4.4 MILES SOUTHEAST OF SPOUT SPRINGS. TO REACH STATION FROM THE NC EZ3420'87 UNDERPASS OF NC 24 IN SPOUT SPRINGS, PROCEED SOUTHEAST ALONG EZ3420'NC 87-NC 24 FOR 4.85 MILES TO STATION ON RIGHT IN SOUTH QUADRANT EZ3420'OF NC 87-24 AND TRAIL WHICH CROSSES ROAD, AND 0.55 MILE NORTHWEST EZ3420'OF NC 87-24 INTERSECTION OF HARNETT-CUMBERLAND COUNTY LINE. EZ3420' EZ3420'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ3420'TRAIL 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ3420'IS FLUSH WITH THE GROUND. EZ3420' EZ3420'MARK IS-- EZ3420'45.0 FEET WSW OF C/L OF NC 87-24. EZ3420'53.3 FEET SE OF C/L OF DIRT ROAD. EZ3420'37.0 FEET ESE OF BASE OF 12 INCH PINE WITH ALUMINUM REF. TAG. EZ3420'49.0 FEET N OF BASE OF TP NO. 517 WITH ALUMINUM REF. TAG. EZ3420'92.1 FEET NW OF BASE OF 14 INCH PINE WITH ALUMINUM REF. TAG. EZ3420 EZ3420 STATION RECOVERY (1997) EZ3420 EZ3420'RECOVERY NOTE BY US POWER SQUADRON 1997 EZ3420'RECOVERED IN GOOD CONDITION. EZ3420 EZ3420 STATION RECOVERY (2001) EZ3420 EZ3420'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ3420'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW REFERENCES. EZ3420'MARK IS ABOUT 3-FEET LOWER THAN NC 87/24 SOUTHBOUND LANES AND FLUSH EZ3420'WITH THE GROUND. LOCATED 44.4 FT (13.5 M) WEST-SOUTHWEST OF THE EZ3420'CENTERLINE OF SOUTHBOUND LANES, 65 FT (19.8 M) SOUTHEAST OF THE CENTER EZ3420'OF A DIRT TRAIL WITH POWER LINES LEADING WEST--AND 55.8 FT (17.0 M) EZ3420'NORTH OF INTERSECTION POWER POLE (40KS 82A58) WITH THREE GUY WIRES, EZ3420'92.1 FT (28.1 M) NORTH-NORTHWEST OF A 20-INCH PINE--BOTH WITH EZ3420'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EZ2017 *********************************************************************** EZ2017 DESIGNATION - Z 219 EZ2017 PID - EZ2017 EZ2017 STATE/COUNTY- NC/HARNETT EZ2017 USGS QUAD - OLIVIA (1981) EZ2017 EZ2017 *CURRENT SURVEY CONTROL EZ2017 ___________________________________________________________________ EZ2017* NAD 83(1986)- 35 15 15.57498(N) 079 01 54.21538(W) ADJUSTED EZ2017* NAVD 88 - 100.603 (meters) 330.06 (feet) ADJUSTED EZ2017 ___________________________________________________________________ EZ2017 LAPLACE CORR- -5.69 (seconds) DEFLEC99 EZ2017 GEOID HEIGHT- -32.65 (meters) GEOID99 EZ2017 DYNAMIC HT - 100.512 (meters) 329.76 (feet) COMP EZ2017 MODELED GRAV- 979,726.3 (mgal) NAVD 88 EZ2017 OBS GRAVITY - 979,730.6 (mgal) GRAV_OBS EZ2017 EZ2017 HORZ ORDER - FIRST EZ2017 VERT ORDER - FIRST CLASS II EZ2017 EZ2017.The North Carolina/South Carolina HARNS have been completed but, EZ2017.due to contractual restrictions, coordinates for these stations EZ2017.will NOT be published in the near future. In the interim, the EZ2017.published coordinates in North and South Carolina will not be EZ2017.consistent with the Continuously Operating Reference Stations EZ2017.(CORS). The HARN coordinates for these stations are available EZ2017.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ2017.Lapine(803-896-7700). EZ2017. EZ2017.In addition, the published North and South Carolina positions EZ2017.(NAD 83 (1986)) are NOT consistent with those determined in EZ2017.adjacent state readjustments. The discontinuity between stations EZ2017.located in North or South Carolina and those in adjacent states EZ2017.which have been adjusted to the HARN may be as much as 5 EZ2017.decimeters. This will result in a significant loss of accuracy EZ2017.over lines crossing such state borders. EZ2017 EZ2017 EZ2017.The horizontal coordinates were established by GPS observations EZ2017.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2001. EZ2017 EZ2017.The orthometric height was determined by differential leveling EZ2017.and adjusted by the National Geodetic Survey in June 1991. EZ2017 EZ2017.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2017 EZ2017.The geoid height was determined by GEOID99. EZ2017 EZ2017.The dynamic height is computed by dividing the NAVD 88 EZ2017.geopotential number by the normal gravity value computed on the EZ2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2017.degrees latitude (g = 980.6199 gals.). EZ2017 EZ2017.The modeled gravity was interpolated from observed gravity values. EZ2017.The observed gravity was obtained from relative gravimeter ties EZ2017.to the IGSN71 gravity network. EZ2017 EZ2017; North East Units Scale Converg. EZ2017;SPC NC - 166,875.300 606,714.324 MT 0.99987259 -0 01 05.9 EZ2017;UTM 17 - 3,903,023.186 679,062.567 MT 0.99999516 +1 08 11.1 EZ2017 EZ2017 SUPERSEDED SURVEY CONTROL EZ2017 EZ2017 NAVD 88 (12/12/01) 100.60 (m) 330.1 (f) LEVELING 3 EZ2017 NGVD 29 (10/06/93) 100.844 (m) 330.85 (f) ADJUSTED 1 2 EZ2017 EZ2017.Superseded values are not recommended for survey control. EZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2017.See file dsdata.txt to determine how the superseded data were derived. EZ2017 EZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7906303023(NAD 83) EZ2017_MARKER: I = METAL ROD EZ2017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EZ2017_STAMPING: Z 219 1980 EZ2017_MARK LOGO: NGS EZ2017_PROJECTION: FLUSH EZ2017_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2017+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2001 EZ2017_ROD/PIPE-DEPTH: 13.1 meters EZ2017 EZ2017 HISTORY - Date Condition Report By EZ2017 HISTORY - 1980 MONUMENTED NGS EZ2017 HISTORY - 19970420 GOOD USPSQD EZ2017 HISTORY - 20010116 GOOD NCGS EZ2017 HISTORY - 20010524 GOOD NCGS EZ2017 HISTORY - 20010924 GOOD NCGS EZ2017 EZ2017 STATION DESCRIPTION EZ2017 EZ2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EZ2017'1.8 MI SE FROM SPOUT SPRINGS. EZ2017'1.95 MILES SOUTHEAST ALONG N.C. 24-87 FROM UNDERPASS OF N.C. 24 AT EZ2017'SPOUT SPRINGS, ON NORTHEAST SIDE OF HIGHWAY IN FRONT OF A BRICK HOUSE EZ2017'-J. LYNN RESIDENCE-, APPROXIMATELY 0.1 MILE NORTHWEST OF SAWYERS EZ2017'SUPER MARKET, 75.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 33.8 FEET EZ2017'SOUTHEAST OF SERVICE POLE WITH REFERENCE TAG, 1.7 FEET SOUTHEAST OF EZ2017'RIGHT OF WAY MARKER, 59.6 FEET NORTHWEST OF IRON GATE POST AND EZ2017'94.7 FEET NORTHWEST OF TELEPHONE PEDESTAL. THE DATUM POINT IS A STEEL EZ2017'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC EZ2017'SURVEY LOGO FLANGE WITH ACCESS COVER. EZ2017'THE MARK IS 2 FT BELOW HIGHWAY. EZ2017 EZ2017 STATION RECOVERY (1997) EZ2017 EZ2017'RECOVERY NOTE BY US POWER SQUADRON 1997 EZ2017'RECOVERED IN GOOD CONDITION. EZ2017 EZ2017 STATION RECOVERY (2001) EZ2017 EZ2017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ2017'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES AND ADDITIONS. THE EZ2017'DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 7 INCHES BELOW A STANDARD EZ2017'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER, LOCATED ABOUT EZ2017'2-FEET LOWER THAN N.C. 24/87, ABOUT 30-FEET NORTHWEST OF A FIRE EZ2017'HYDRANT. N.C. 24/87 IS BEING FOUR-LANED AT PRESENT AND STATION SHOULD EZ2017'SURVIVE CONSTRUCTION. EZ2017 EZ2017 STATION RECOVERY (2001) EZ2017 EZ2017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ2017'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND EZ2017'ADDITIONS. EZ2017'IRON GATE POST AND TELEPHONE PEDESTAL ARE GONE. EZ2017'MARK IS RECESSED 7-INCHES BELOW THE GROUND. LOCATED 75.0 FT (22.9 M) EZ2017'NORTHEAST OF CENTERLINE OF NORTHBOUND LANES, 35.2 FT (10.7 M) EZ2017'NORTHWEST OF A FIRE HYDRANT AND 59.2 FT (18.0 M) NORTHWEST OF EZ2017'TELEPHONE PEDESTAL (87N R140E) AT THE NORTH EDGE OF A CITGO PARKING EZ2017'LOT. EZ2017 EZ2017 STATION RECOVERY (2001) EZ2017 EZ2017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB) EZ2017'RECOVERED AS DESCRIBED.