1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2566 *********************************************************************** EB2566 DESIGNATION - 3 TT A 95 76 EB2566 PID - EB2566 EB2566 STATE/COUNTY- NC/HOKE EB2566 USGS QUAD - PARKTON (1982) EB2566 EB2566 *CURRENT SURVEY CONTROL EB2566 ___________________________________________________________________ EB2566* NAD 83(1986)- 34 59 29.14163(N) 079 04 10.31739(W) ADJUSTED EB2566* NAVD 88 - 69. (meters) 226. (feet) SCALED EB2566 ___________________________________________________________________ EB2566 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EB2566 GEOID HEIGHT- -33.05 (meters) GEOID03 EB2566 EB2566 HORZ ORDER - SECOND EB2566 EB2566.The North Carolina HARNS have been completed but, EB2566.due to contractual restrictions, coordinates for these stations EB2566.will NOT be published in the near future. In the interim, the EB2566.published coordinates in North Carolina will not be EB2566.consistent with the Continuously Operating Reference Stations EB2566.(CORS). The HARN coordinates for these stations are available EB2566.upon request. Contact Gary Thompson(919-733-3836). EB2566. EB2566.In addition, the published North Carolina positions EB2566.(NAD 83 (1986)) are NOT consistent with those determined in EB2566.adjacent state readjustments. The discontinuity between stations EB2566.located in North Carolina and those in adjacent states EB2566.which have been adjusted to the HARN may be as much as 5 EB2566.decimeters. This will result in a significant loss of accuracy EB2566.over lines crossing such state borders. EB2566 EB2566 EB2566.The horizontal coordinates were established by classical geodetic methods EB2566.and adjusted by the National Geodetic Survey in July 1986. EB2566 EB2566.The orthometric height was scaled from a topographic map. EB2566 EB2566.The Laplace correction was computed from DEFLEC99 derived deflections. EB2566 EB2566.The geoid height was determined by GEOID03. EB2566 EB2566; North East Units Scale Factor Converg. EB2566;SPC NC - 137,714.015 603,253.798 MT 0.99988286 -0 02 24.5 EB2566;SPC NC - 451,816.73 1,979,175.17 sFT 0.99988286 -0 02 24.5 EB2566;UTM 17 - 3,873,794.970 676,188.220 MT 0.99998260 +1 06 26.3 EB2566 EB2566! - Elev Factor x Scale Factor = Combined Factor EB2566!SPC NC - 0.99999440 x 0.99988286 = 0.99987726 EB2566!UTM 17 - 0.99999440 x 0.99998260 = 0.99997700 EB2566 EB2566 SUPERSEDED SURVEY CONTROL EB2566 EB2566 NAD 27 - 34 59 28.55700(N) 079 04 11.19300(W) AD( ) 2 EB2566 EB2566.Superseded values are not recommended for survey control. EB2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2566.See file dsdata.txt to determine how the superseded data were derived. EB2566 EB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7618873795(NAD 83) EB2566_MARKER: DB = BENCH MARK DISK EB2566_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EB2566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2566_STAMPING: 3 TT-A 95/76 30TH ENGRS NC 43 EB2566_MARK LOGO: USE EB2566_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2566+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001 EB2566 EB2566 HISTORY - Date Condition Report By EB2566 HISTORY - 1943 MONUMENTED USE EB2566 HISTORY - 1967 GOOD CGS EB2566 HISTORY - 20010426 GOOD NCGS EB2566 EB2566 STATION DESCRIPTION EB2566 EB2566'DESCRIBED BY US ENGINEERS 1943 (LWS) EB2566'STATION IS LOCATED IN THE SOUTHWEST EDGE OF ROCKFISH. IT IS EB2566'200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ROCKFISH EB2566'SCHOOL BUILDING, 33 FEET SOUTH OF THE CENTER OF A PAVED ROAD, EB2566'12 FEET NORTHEAST OF A POWER LINE POLE AND 1 FOOT WEST OF A EB2566'WHITE WITNESS POST. THE MARK IS AN 8 X 8 INCH CONCRETE POST EB2566'PROJECTING 6 INCHES WITH A STANDARD CORPS OF ENGINEERS U.S. EB2566'ARMY BENCH MARK DISK STAMPED---3 TT-A 95/76 30TH ENGRS NC 43---. EB2566' EB2566'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NC 351 EB2566'AND THE DISTANCE WAS FOUND TO BE 313.521 METERS (1,028.62 FEET). EB2566 EB2566 STATION RECOVERY (1967) EB2566 EB2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB) EB2566'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD EB2566'CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE. EB2566' EB2566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2566'AT ROCKFISH. EB2566 EB2566 STATION RECOVERY (2001) EB2566 EB2566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB2566'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EB2566'MARK NOW PROJECTS 24-INCHES AND THE POWER LINE POLE IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3780 *********************************************************************** EB3780 DESIGNATION - ANTIOCH EB3780 PID - EB3780 EB3780 STATE/COUNTY- NC/HOKE EB3780 USGS QUAD - RAEFORD (1982) EB3780 EB3780 *CURRENT SURVEY CONTROL EB3780 ___________________________________________________________________ EB3780* NAD 83(1986)- 34 53 11.34818(N) 079 12 29.42632(W) ADJUSTED EB3780* NAVD 88 - 65.3 (meters) 214. (feet) VERTCON EB3780 ___________________________________________________________________ EB3780 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3780 GEOID HEIGHT- -32.86 (meters) GEOID03 EB3780 EB3780 HORZ ORDER - SECOND EB3780 EB3780.The North Carolina HARNS have been completed but, EB3780.due to contractual restrictions, coordinates for these stations EB3780.will NOT be published in the near future. In the interim, the EB3780.published coordinates in North Carolina will not be EB3780.consistent with the Continuously Operating Reference Stations EB3780.(CORS). The HARN coordinates for these stations are available EB3780.upon request. Contact Gary Thompson(919-733-3836). EB3780. EB3780.In addition, the published North Carolina positions EB3780.(NAD 83 (1986)) are NOT consistent with those determined in EB3780.adjacent state readjustments. The discontinuity between stations EB3780.located in North Carolina and those in adjacent states EB3780.which have been adjusted to the HARN may be as much as 5 EB3780.decimeters. This will result in a significant loss of accuracy EB3780.over lines crossing such state borders. EB3780 EB3780 EB3780.The horizontal coordinates were established by classical geodetic methods EB3780.and adjusted by the National Geodetic Survey in April 1991. EB3780 EB3780.The NAVD 88 height was computed by applying the VERTCON shift value to EB3780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3780 EB3780.The Laplace correction was computed from DEFLEC99 derived deflections. EB3780 EB3780.The geoid height was determined by GEOID03. EB3780 EB3780; North East Units Scale Factor Converg. EB3780;SPC NC - 126,090.775 590,573.246 MT 0.99989279 -0 07 12.5 EB3780;SPC NC - 413,682.82 1,937,572.39 sFT 0.99989279 -0 07 12.5 EB3780;UTM 17 - 3,861,919.561 663,741.878 MT 0.99993045 +1 01 30.2 EB3780 EB3780! - Elev Factor x Scale Factor = Combined Factor EB3780!SPC NC - 0.99999491 x 0.99989279 = 0.99988770 EB3780!UTM 17 - 0.99999491 x 0.99993045 = 0.99992536 EB3780 EB3780 SUPERSEDED SURVEY CONTROL EB3780 EB3780 NGVD 29 (04/22/91) 65.6 (m) 215. (f) VERT ANG EB3780 EB3780.Superseded values are not recommended for survey control. EB3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3780.See file dsdata.txt to determine how the superseded data were derived. EB3780 EB3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6374261920(NAD 83) EB3780_MARKER: DE = TRAVERSE STATION DISK EB3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3780_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3780_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3780+STABILITY: SURFACE MOTION EB3780 EB3780 HISTORY - Date Condition Report By EB3780 HISTORY - 1977 MONUMENTED NCGS EB3780 EB3780 STATION DESCRIPTION EB3780 EB3780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3780'THE STATION IS LOCATED APPROXIMATELY 6.4 MILES SOUTH OF RAEFORD AND EB3780'5.1 MILES NORTH-NORTHWEST OF RED SPRINGS IN THE CROSSROADS COMMUNITY EB3780'OF ANTIOCH APPROXIMATELY 150 FEET NORTH OF NC 211 AND SR 1105 EB3780'CROSSROAD ON WEST SIDE OF HIGHWAY AT EDGE OF WOODS. EB3780' EB3780'STATION MARK IS A STANDARD DISK STAMPED---ANTIOCH 1977---SET IN THE EB3780'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3780'THE MARK IS 46.8 FEET WEST OF CENTERLINE OF NC 211, 122.0 FEET EB3780'NORTHWEST OF CENTER OF WEST END OF NORTHEAST TRAFFIC, 96.6 FEET NORTH EB3780'OF MCPHAULS MILL HISTORICAL SIGN POST, 58.7 FEET SOUTHWEST OF ANTIOCH EB3780'SIGN POST WITH REFERENCE TAG AND 73.4 FEET SOUTH OF A 10 INCH PINE EB3780'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1738 *********************************************************************** EB1738 DESIGNATION - BAKERS EB1738 PID - EB1738 EB1738 STATE/COUNTY- NC/HOKE EB1738 USGS QUAD - RAEFORD (1982) EB1738 EB1738 *CURRENT SURVEY CONTROL EB1738 ___________________________________________________________________ EB1738* NAD 83(1986)- 34 58 26.15064(N) 079 13 26.35622(W) ADJUSTED EB1738* NAVD 88 - 73.510 (meters) 241.17 (feet) ADJUSTED EB1738 ___________________________________________________________________ EB1738 LAPLACE CORR- -4.11 (seconds) DEFLEC99 EB1738 GEOID HEIGHT- -32.68 (meters) GEOID03 EB1738 DYNAMIC HT - 73.442 (meters) 240.95 (feet) COMP EB1738 MODELED GRAV- 979,708.6 (mgal) NAVD 88 EB1738 EB1738 HORZ ORDER - SECOND EB1738 VERT ORDER - SECOND CLASS II EB1738 EB1738.The North Carolina HARNS have been completed but, EB1738.due to contractual restrictions, coordinates for these stations EB1738.will NOT be published in the near future. In the interim, the EB1738.published coordinates in North Carolina will not be EB1738.consistent with the Continuously Operating Reference Stations EB1738.(CORS). The HARN coordinates for these stations are available EB1738.upon request. Contact Gary Thompson(919-733-3836). EB1738. EB1738.In addition, the published North Carolina positions EB1738.(NAD 83 (1986)) are NOT consistent with those determined in EB1738.adjacent state readjustments. The discontinuity between stations EB1738.located in North Carolina and those in adjacent states EB1738.which have been adjusted to the HARN may be as much as 5 EB1738.decimeters. This will result in a significant loss of accuracy EB1738.over lines crossing such state borders. EB1738 EB1738 EB1738.The horizontal coordinates were established by classical geodetic methods EB1738.and adjusted by the National Geodetic Survey in April 1991. EB1738 EB1738.The orthometric height was determined by differential leveling EB1738.and adjusted by the National Geodetic Survey in June 1991. EB1738 EB1738.The Laplace correction was computed from DEFLEC99 derived deflections. EB1738 EB1738.The geoid height was determined by GEOID03. EB1738 EB1738.The dynamic height is computed by dividing the NAVD 88 EB1738.geopotential number by the normal gravity value computed on the EB1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1738.degrees latitude (g = 980.6199 gals.). EB1738 EB1738.The modeled gravity was interpolated from observed gravity values. EB1738 EB1738; North East Units Scale Factor Converg. EB1738;SPC NC - 135,793.914 589,149.682 MT 0.99988428 -0 07 45.4 EB1738;SPC NC - 445,517.20 1,932,901.92 sFT 0.99988428 -0 07 45.4 EB1738;UTM 17 - 3,871,592.653 662,124.409 MT 0.99992395 +1 01 05.7 EB1738 EB1738! - Elev Factor x Scale Factor = Combined Factor EB1738!SPC NC - 0.99999359 x 0.99988428 = 0.99987787 EB1738!UTM 17 - 0.99999359 x 0.99992395 = 0.99991754 EB1738 EB1738 SUPERSEDED SURVEY CONTROL EB1738 EB1738 NAVD 88 (06/16/98) 73.51 (m) 241.2 (f) LEVELING 3 EB1738 NGVD 29 (04/22/91) 73.78 (m) 242.1 (f) LEVELING 3 EB1738 EB1738.Superseded values are not recommended for survey control. EB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1738.See file dsdata.txt to determine how the superseded data were derived. EB1738 EB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6212471593(NAD 83) EB1738_MARKER: DE = TRAVERSE STATION DISK EB1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1738_SP_SET: CONCRETE POST EB1738_STAMPING: BAKERS 1978 EB1738_MARK LOGO: NCGS EB1738_PROJECTION: FLUSH EB1738_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB1738 EB1738 HISTORY - Date Condition Report By EB1738 HISTORY - 1978 MONUMENTED NCGS EB1738 HISTORY - 1981 GOOD NCGS EB1738 HISTORY - 1981 MARK NOT FOUND NCGS EB1738 EB1738 STATION DESCRIPTION EB1738 EB1738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1738'THE STATION IS LOCATED IN THE SOUTH SECTION OF RAEFORD. EB1738' EB1738'TO REACH STATION FROM INTERSECTION OF MAIN STREET NC 211 WITH HARRIS EB1738'AVENUE US 401 BUSINESS, PROCEED SOUTH ALONG NC 211 FOR 0.25 MILE TO EB1738'STATION ON LEFT APPROXIMATELY 150 FEET SOUTH OF BAKERS TV AND EB1738'APPLIANCE STORE. EB1738' EB1738'STATION MARK IS A STANDARD DISK STAMPED---BAKERS 1978---SET IN TOP OF EB1738'A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB1738'SURFACE. THE MARK IS 23.8 FEET EAST OF CENTERLINE OF HIGHWAY, 10.9 EB1738'FEET NORTHEAST OF CENTER OF MANHOLE COVER ON EAST SIDE OF HIGHWAY AND EB1738'3.6 FEET WEST OF METAL WITNESS POST, 11.1 FEET NORTH-NORTHEAST OF EB1738'POWER POLE 2909 AND 76.5 FEET SOUTH-SOUTHWEST OF A 24 INCH MAGNOLIA EB1738'ALL WITH REFERENCE TAGS. EB1738 EB1738 STATION RECOVERY (1981) EB1738 EB1738'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1738'IN RAEFORD. EB1738'0.2 MILES SOUTH ALONG NC 211 (MAIN STREET) FROM THE INTERSECTION EB1738'WITH US 401 BUSINESS (HARRIS AVENUE) IN RAEFORD, ABOUT 150 FEET SOUTH EB1738'OF BAKERS TV AND APPLIANCE STORE, 23.8 FEET EAST OF CENTERLINE OF EB1738'HIGHWAY, 10.9 FEET NORTHEAST OF CENTER OF MANHOLE COVER, 11.1 FEET EB1738'NORTH-NORTHEAST OF POWER POLE (2909) AND 76.5 FEET SOUTH-SOUTHWEST EB1738'OF 24 INCH MAGNOLIA BOTH WITH REFERENCE TAGS. EB1738'THE MARK IS 1 FT ABOVE HIGHWAY. EB1738 EB1738 STATION RECOVERY (1981) EB1738 EB1738'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) EB1738'HOWEVER, THIS STATION IS SAID TO HAVE BEEN DESTROYED BY PLACEMENT OF EB1738'NEW SIDEWALK IN FEBRUARY 23, 1983. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1736 *********************************************************************** EB1736 DESIGNATION - BANK EB1736 PID - EB1736 EB1736 STATE/COUNTY- NC/HOKE EB1736 USGS QUAD - RAEFORD (1982) EB1736 EB1736 *CURRENT SURVEY CONTROL EB1736 ___________________________________________________________________ EB1736* NAD 83(1986)- 34 58 39.68246(N) 079 13 26.16583(W) ADJUSTED EB1736* NAVD 88 - 76.580 (meters) 251.25 (feet) ADJUSTED EB1736 ___________________________________________________________________ EB1736 LAPLACE CORR- -4.11 (seconds) DEFLEC99 EB1736 GEOID HEIGHT- -32.67 (meters) GEOID03 EB1736 DYNAMIC HT - 76.509 (meters) 251.01 (feet) COMP EB1736 MODELED GRAV- 979,708.7 (mgal) NAVD 88 EB1736 EB1736 HORZ ORDER - SECOND EB1736 VERT ORDER - SECOND CLASS II EB1736 EB1736.The North Carolina HARNS have been completed but, EB1736.due to contractual restrictions, coordinates for these stations EB1736.will NOT be published in the near future. In the interim, the EB1736.published coordinates in North Carolina will not be EB1736.consistent with the Continuously Operating Reference Stations EB1736.(CORS). The HARN coordinates for these stations are available EB1736.upon request. Contact Gary Thompson(919-733-3836). EB1736. EB1736.In addition, the published North Carolina positions EB1736.(NAD 83 (1986)) are NOT consistent with those determined in EB1736.adjacent state readjustments. The discontinuity between stations EB1736.located in North Carolina and those in adjacent states EB1736.which have been adjusted to the HARN may be as much as 5 EB1736.decimeters. This will result in a significant loss of accuracy EB1736.over lines crossing such state borders. EB1736 EB1736 EB1736.The horizontal coordinates were established by classical geodetic methods EB1736.and adjusted by the National Geodetic Survey in June 1998. EB1736 EB1736.The orthometric height was determined by differential leveling EB1736.and adjusted by the National Geodetic Survey in June 1991. EB1736 EB1736.The Laplace correction was computed from DEFLEC99 derived deflections. EB1736 EB1736.The geoid height was determined by GEOID03. EB1736 EB1736.The dynamic height is computed by dividing the NAVD 88 EB1736.geopotential number by the normal gravity value computed on the EB1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1736.degrees latitude (g = 980.6199 gals.). EB1736 EB1736.The modeled gravity was interpolated from observed gravity values. EB1736 EB1736; North East Units Scale Factor Converg. EB1736;SPC NC - 136,210.860 589,155.451 MT 0.99988397 -0 07 45.3 EB1736;SPC NC - 446,885.13 1,932,920.84 sFT 0.99988397 -0 07 45.3 EB1736;UTM 17 - 3,872,009.648 662,121.827 MT 0.99992394 +1 01 06.1 EB1736 EB1736! - Elev Factor x Scale Factor = Combined Factor EB1736!SPC NC - 0.99999311 x 0.99988397 = 0.99987708 EB1736!UTM 17 - 0.99999311 x 0.99992394 = 0.99991705 EB1736 EB1736 SUPERSEDED SURVEY CONTROL EB1736 EB1736 NAVD 88 (06/16/98) 76.58 (m) 251.2 (f) LEVELING 3 EB1736 EB1736.Superseded values are not recommended for survey control. EB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1736.See file dsdata.txt to determine how the superseded data were derived. EB1736 EB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6212272010(NAD 83) EB1736_MARKER: DE = TRAVERSE STATION DISK EB1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1736_SP_SET: CONCRETE POST EB1736_STAMPING: BANK 1981 EB1736_MARK LOGO: NCGS EB1736_PROJECTION: RECESSED 3 CENTIMETERS EB1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1736+STABILITY: SURFACE MOTION EB1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1736+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004 EB1736 EB1736 HISTORY - Date Condition Report By EB1736 HISTORY - 1981 MONUMENTED NCGS EB1736 HISTORY - 20040203 GOOD GEOCAC EB1736 EB1736 STATION DESCRIPTION EB1736 EB1736'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1736'IN RAEFORD. EB1736'AT THE INTERSECTION OF MAIN AND HARRIS STREETS, IN FRONT OF THE BANK EB1736'OF RAEFORD BETWEEN SIDEWALK AND CURB, 39.1 FEET EAST-SOUTHEAST OF EB1736'MANHOLE IN CENTER IN INTERSECTION, 79.8 FEET WEST OF FRONT DOOR OF EB1736'BANK, 6.6 FEET SOUTH OF FIRE HYDRANT, 15.5 FEET SOUTH OF POWER POLE EB1736'WITH REFERENCE TAG, 17.6 FEET NORTH OF BRACE POLE WITH TRAFFIC CONTROL EB1736'BOX AND REFERENCE TAG AND 20.7 FEET SOUTHWEST OF GUY WIRE ANCHOR. EB1736'THE MARK IS ABOVE LEVEL WITH STREET. EB1736 EB1736 STATION RECOVERY (2004) EB1736 EB1736'RECOVERY NOTE BY GEOCACHING 2004 (MFK) EB1736'REPORTING AS FOUND BECAUSE THE NC GEODETIC SURVEY AGENCY LISTS THIS EB1736'STATION AS DESTROYED IN A 2000 RECOVERY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2727 *********************************************************************** EZ2727 DESIGNATION - BEA EZ2727 PID - EZ2727 EZ2727 STATE/COUNTY- NC/HOKE EZ2727 USGS QUAD - NICHOLSON CREEK (1982) EZ2727 EZ2727 *CURRENT SURVEY CONTROL EZ2727 ___________________________________________________________________ EZ2727* NAD 83(1986)- 35 00 29.40808(N) 079 10 08.63015(W) ADJUSTED EZ2727* NAVD 88 - 78.486 (meters) 257.50 (feet) ADJUSTED EZ2727 ___________________________________________________________________ EZ2727 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EZ2727 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ2727 DYNAMIC HT - 78.414 (meters) 257.26 (feet) COMP EZ2727 MODELED GRAV- 979,707.9 (mgal) NAVD 88 EZ2727 EZ2727 HORZ ORDER - SECOND EZ2727 VERT ORDER - SECOND CLASS II EZ2727 EZ2727.The North Carolina HARNS have been completed but, EZ2727.due to contractual restrictions, coordinates for these stations EZ2727.will NOT be published in the near future. In the interim, the EZ2727.published coordinates in North Carolina will not be EZ2727.consistent with the Continuously Operating Reference Stations EZ2727.(CORS). The HARN coordinates for these stations are available EZ2727.upon request. Contact Gary Thompson(919-733-3836). EZ2727. EZ2727.In addition, the published North Carolina positions EZ2727.(NAD 83 (1986)) are NOT consistent with those determined in EZ2727.adjacent state readjustments. The discontinuity between stations EZ2727.located in North Carolina and those in adjacent states EZ2727.which have been adjusted to the HARN may be as much as 5 EZ2727.decimeters. This will result in a significant loss of accuracy EZ2727.over lines crossing such state borders. EZ2727 EZ2727 EZ2727.The horizontal coordinates were established by classical geodetic methods EZ2727.and adjusted by the National Geodetic Survey in June 1998. EZ2727 EZ2727.The orthometric height was determined by differential leveling EZ2727.and adjusted by the National Geodetic Survey in June 1991. EZ2727 EZ2727.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2727 EZ2727.The geoid height was determined by GEOID03. EZ2727 EZ2727.The dynamic height is computed by dividing the NAVD 88 EZ2727.geopotential number by the normal gravity value computed on the EZ2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2727.degrees latitude (g = 980.6199 gals.). EZ2727 EZ2727.The modeled gravity was interpolated from observed gravity values. EZ2727 EZ2727; North East Units Scale Factor Converg. EZ2727;SPC NC - 139,581.933 594,171.052 MT 0.99988158 -0 05 51.3 EZ2727;SPC NC - 457,945.06 1,949,376.19 sFT 0.99988158 -0 05 51.3 EZ2727;UTM 17 - 3,875,480.702 667,069.140 MT 0.99994401 +1 03 02.3 EZ2727 EZ2727! - Elev Factor x Scale Factor = Combined Factor EZ2727!SPC NC - 0.99999282 x 0.99988158 = 0.99987440 EZ2727!UTM 17 - 0.99999282 x 0.99994401 = 0.99993683 EZ2727 EZ2727 SUPERSEDED SURVEY CONTROL EZ2727 EZ2727 NAVD 88 (06/16/98) 78.49 (m) 257.5 (f) LEVELING 3 EZ2727 EZ2727.Superseded values are not recommended for survey control. EZ2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2727.See file dsdata.txt to determine how the superseded data were derived. EZ2727 EZ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6706975481(NAD 83) EZ2727_MARKER: DE = TRAVERSE STATION DISK EZ2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2727_SP_SET: CONCRETE POST EZ2727_STAMPING: BEA 1981 EZ2727_MARK LOGO: NCGS EZ2727_PROJECTION: RECESSED 13 CENTIMETERS EZ2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2727+STABILITY: SURFACE MOTION EZ2727 EZ2727 HISTORY - Date Condition Report By EZ2727 HISTORY - 1981 MONUMENTED NCGS EZ2727 HISTORY - 1985 GOOD USPSQD EZ2727 HISTORY - 19890401 MARK NOT FOUND USGS EZ2727 EZ2727 STATION DESCRIPTION EZ2727 EZ2727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2727'3.6 MI NE FROM RAEFORD. EZ2727'ALONG US 401, 0.5 MIL EAST OF THE INTERSECTION WITH US 401 BYPASS EZ2727'NORTHEAST OF RAEFORD, WEST-SOUTHWEST OF A DIRT DRIVE NORTH TO A BLUE EZ2727'FRAME HOUSE, AND 0.2 MILE EAST OF INTERSECTION WITH SR 1408, 20.8 EZ2727'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 169.4 FEET WEST-SOUTHWEST EZ2727'OF WEST END OF DRIVEWAY CULVERT, 37.5 FEET EAST OF METAL HIGHWAY EZ2727'SIGN POST, 44.6 FEET NORTHWEST OF POWER POLE. EZ2727'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2727 EZ2727 STATION RECOVERY (1985) EZ2727 EZ2727'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2727'RECOVERED IN GOOD CONDITION. EZ2727 EZ2727 STATION RECOVERY (1989) EZ2727 EZ2727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RLM) EZ2727'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3789 *********************************************************************** EB3789 DESIGNATION - BETHEL EB3789 PID - EB3789 EB3789 STATE/COUNTY- NC/HOKE EB3789 USGS QUAD - WAGRAM (1982) EB3789 EB3789 *CURRENT SURVEY CONTROL EB3789 ___________________________________________________________________ EB3789* NAD 83(1986)- 34 57 12.89185(N) 079 16 35.27036(W) ADJUSTED EB3789* NAVD 88 - 79.59 (+/-2cm) 261.1 (feet) VERTCON EB3789 ___________________________________________________________________ EB3789 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EB3789 GEOID HEIGHT- -32.58 (meters) GEOID03 EB3789 EB3789 HORZ ORDER - SECOND EB3789 VERT ORDER - THIRD ? (See Below) EB3789 EB3789.The North Carolina HARNS have been completed but, EB3789.due to contractual restrictions, coordinates for these stations EB3789.will NOT be published in the near future. In the interim, the EB3789.published coordinates in North Carolina will not be EB3789.consistent with the Continuously Operating Reference Stations EB3789.(CORS). The HARN coordinates for these stations are available EB3789.upon request. Contact Gary Thompson(919-733-3836). EB3789. EB3789.In addition, the published North Carolina positions EB3789.(NAD 83 (1986)) are NOT consistent with those determined in EB3789.adjacent state readjustments. The discontinuity between stations EB3789.located in North Carolina and those in adjacent states EB3789.which have been adjusted to the HARN may be as much as 5 EB3789.decimeters. This will result in a significant loss of accuracy EB3789.over lines crossing such state borders. EB3789 EB3789 EB3789.The horizontal coordinates were established by classical geodetic methods EB3789.and adjusted by the National Geodetic Survey in April 1991. EB3789 EB3789.The NAVD 88 height was computed by applying the VERTCON shift value to EB3789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3789.The vertical order pertains to the NGVD 29 superseded value. EB3789 EB3789.The Laplace correction was computed from DEFLEC99 derived deflections. EB3789 EB3789.The geoid height was determined by GEOID03. EB3789 EB3789; North East Units Scale Factor Converg. EB3789;SPC NC - 133,548.670 584,351.994 MT 0.99988605 -0 09 34.4 EB3789;SPC NC - 438,150.93 1,917,161.50 sFT 0.99988605 -0 09 34.4 EB3789;UTM 17 - 3,869,251.722 657,372.502 MT 0.99990524 +0 59 15.5 EB3789 EB3789! - Elev Factor x Scale Factor = Combined Factor EB3789!SPC NC - 0.99999262 x 0.99988605 = 0.99987867 EB3789!UTM 17 - 0.99999262 x 0.99990524 = 0.99989786 EB3789 EB3789 SUPERSEDED SURVEY CONTROL EB3789 EB3789 NGVD 29 (04/22/91) 79.85 (m) 262.0 (f) LEVELING 3 EB3789 EB3789.Superseded values are not recommended for survey control. EB3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3789.See file dsdata.txt to determine how the superseded data were derived. EB3789 EB3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5737369252(NAD 83) EB3789_MARKER: DE = TRAVERSE STATION DISK EB3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3789_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3789+STABILITY: SURFACE MOTION EB3789 EB3789 HISTORY - Date Condition Report By EB3789 HISTORY - 1978 MONUMENTED NCGS EB3789 EB3789 STATION DESCRIPTION EB3789 EB3789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3789'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES WEST-SOUTHWEST OF EB3789'RAEFORD AND 6.8 MILES NORTHEAST OF WAGRAM. EB3789' EB3789'TO REACH STATION FROM US 401 BUSINESS WITH US 401 BYPASS AT WEST EDGE EB3789'OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 2.6 MILES TO SR 1207 EB3789'CROSSROADS THENCE SOUTH ALONG SR 1207 FOR 0.1 MILE TO THE BETHEL EB3789'PRESBYTERIAN CHURCH AND STATION ON LEFT IN SOUTH YARD OF CHURCH. EB3789' EB3789'STATION MARK IS A STANDARD USE CORPS OF ENGR DISK STAMPED---2-0 TRI EB3789'BETHEL USGS 30 ENGR NC 43---SET IN TOP OF A MONUMENT, WHICH IS FLUSH EB3789'WITH THE GROUND SURFACE. THE MARK IS 68.9 FEET EAST OF CENTERLINE OF EB3789'SR 1207, 101.0 FEET SOUTH OF CENTER OF BOTTOM STEP TO FRONT ENTRANCE EB3789'OF CHURCH, 90.7 FEET SOUTHWEST OF A 38 INCH OAK, 67.3 FEET WEST OF A EB3789'26 INCH OAK, 89.8 FEET NORTHEAST OF 42 INCH AND 117.5 FEET EB3789'NORTH-NORTHWEST OF A 26 INCH SYCAMORE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2721 *********************************************************************** EZ2721 DESIGNATION - BLACK EZ2721 PID - EZ2721 EZ2721 STATE/COUNTY- NC/HOKE EZ2721 USGS QUAD - NICHOLSON CREEK (1982) EZ2721 EZ2721 *CURRENT SURVEY CONTROL EZ2721 ___________________________________________________________________ EZ2721* NAD 83(1986)- 35 01 28.17285(N) 079 08 53.04886(W) ADJUSTED EZ2721* NAVD 88 - 74.608 (meters) 244.78 (feet) ADJUSTED EZ2721 ___________________________________________________________________ EZ2721 LAPLACE CORR- -4.52 (seconds) DEFLEC99 EZ2721 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ2721 DYNAMIC HT - 74.539 (meters) 244.55 (feet) COMP EZ2721 MODELED GRAV- 979,709.2 (mgal) NAVD 88 EZ2721 EZ2721 HORZ ORDER - SECOND EZ2721 VERT ORDER - SECOND CLASS II EZ2721 EZ2721.The North Carolina HARNS have been completed but, EZ2721.due to contractual restrictions, coordinates for these stations EZ2721.will NOT be published in the near future. In the interim, the EZ2721.published coordinates in North Carolina will not be EZ2721.consistent with the Continuously Operating Reference Stations EZ2721.(CORS). The HARN coordinates for these stations are available EZ2721.upon request. Contact Gary Thompson(919-733-3836). EZ2721. EZ2721.In addition, the published North Carolina positions EZ2721.(NAD 83 (1986)) are NOT consistent with those determined in EZ2721.adjacent state readjustments. The discontinuity between stations EZ2721.located in North Carolina and those in adjacent states EZ2721.which have been adjusted to the HARN may be as much as 5 EZ2721.decimeters. This will result in a significant loss of accuracy EZ2721.over lines crossing such state borders. EZ2721 EZ2721 EZ2721.The horizontal coordinates were established by classical geodetic methods EZ2721.and adjusted by the National Geodetic Survey in June 1998. EZ2721 EZ2721.The orthometric height was determined by differential leveling EZ2721.and adjusted by the National Geodetic Survey in June 1991. EZ2721 EZ2721.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2721 EZ2721.The geoid height was determined by GEOID03. EZ2721 EZ2721.The dynamic height is computed by dividing the NAVD 88 EZ2721.geopotential number by the normal gravity value computed on the EZ2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2721.degrees latitude (g = 980.6199 gals.). EZ2721 EZ2721.The modeled gravity was interpolated from observed gravity values. EZ2721 EZ2721; North East Units Scale Factor Converg. EZ2721;SPC NC - 141,389.604 596,089.910 MT 0.99988042 -0 05 07.7 EZ2721;SPC NC - 463,875.73 1,955,671.65 sFT 0.99988042 -0 05 07.7 EZ2721;UTM 17 - 3,877,326.591 668,951.509 MT 0.99995181 +1 03 47.2 EZ2721 EZ2721! - Elev Factor x Scale Factor = Combined Factor EZ2721!SPC NC - 0.99999344 x 0.99988042 = 0.99987386 EZ2721!UTM 17 - 0.99999344 x 0.99995181 = 0.99994525 EZ2721 EZ2721 SUPERSEDED SURVEY CONTROL EZ2721 EZ2721 NAVD 88 (06/16/98) 74.61 (m) 244.8 (f) LEVELING 3 EZ2721 EZ2721.Superseded values are not recommended for survey control. EZ2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2721.See file dsdata.txt to determine how the superseded data were derived. EZ2721 EZ2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6895277327(NAD 83) EZ2721_MARKER: DE = TRAVERSE STATION DISK EZ2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2721_SP_SET: CONCRETE POST EZ2721_STAMPING: BLACK 1981 EZ2721_MARK LOGO: NCGS EZ2721_PROJECTION: RECESSED 10 CENTIMETERS EZ2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2721+STABILITY: SURFACE MOTION EZ2721 EZ2721 HISTORY - Date Condition Report By EZ2721 HISTORY - 1981 MONUMENTED NCGS EZ2721 HISTORY - 1985 GOOD USPSQD EZ2721 EZ2721 STATION DESCRIPTION EZ2721 EZ2721'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2721'5.1 MI NW FROM ROCKFISH. EZ2721'ALONG US 401, 2.2 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2721'BYPASS NORTHEAST OF RAEFORD AND 0.35 MILE SOUTHWEST OF SR 1304 AT EZ2721'BLACK BRANCH CULVERT UNDER HIGHWAY, 22.8 FEET NORTHWEST OF CENTERLINE EZ2721'OF HIGHWAY, 70.8 FEET WEST-SOUTHWEST OF NORTH END OF HIGHWAY CULVERT, EZ2721'88.1 FEET WEST-NORTHWEST OF SOUTH END OF SAME CULVERT, 60.9 FEET EZ2721'EAST-NORTHEAST OF 12 INCH PINE WITH REFERENCE TAG AND 19.9 FEET EZ2721'SOUTHEAST OF 18 INCH POPLAR WITH REFERENCE TAG. EZ2721'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2721 EZ2721 STATION RECOVERY (1985) EZ2721 EZ2721'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2721'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3431 *********************************************************************** EZ3431 DESIGNATION - BLUES EZ3431 PID - EZ3431 EZ3431 STATE/COUNTY- NC/HOKE EZ3431 USGS QUAD - NICHOLSON CREEK (1982) EZ3431 EZ3431 *CURRENT SURVEY CONTROL EZ3431 ___________________________________________________________________ EZ3431* NAD 83(1986)- 35 05 34.13618(N) 079 14 06.47390(W) ADJUSTED EZ3431* NAVD 88 - 154. (meters) 505. (feet) SCALED EZ3431 ___________________________________________________________________ EZ3431 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EZ3431 GEOID HEIGHT- -32.38 (meters) GEOID03 EZ3431 EZ3431 HORZ ORDER - SECOND EZ3431 EZ3431.The North Carolina HARNS have been completed but, EZ3431.due to contractual restrictions, coordinates for these stations EZ3431.will NOT be published in the near future. In the interim, the EZ3431.published coordinates in North Carolina will not be EZ3431.consistent with the Continuously Operating Reference Stations EZ3431.(CORS). The HARN coordinates for these stations are available EZ3431.upon request. Contact Gary Thompson(919-733-3836). EZ3431. EZ3431.In addition, the published North Carolina positions EZ3431.(NAD 83 (1986)) are NOT consistent with those determined in EZ3431.adjacent state readjustments. The discontinuity between stations EZ3431.located in North Carolina and those in adjacent states EZ3431.which have been adjusted to the HARN may be as much as 5 EZ3431.decimeters. This will result in a significant loss of accuracy EZ3431.over lines crossing such state borders. EZ3431 EZ3431 EZ3431.The horizontal coordinates were established by classical geodetic methods EZ3431.and adjusted by the National Geodetic Survey in July 1986. EZ3431 EZ3431.The orthometric height was scaled from a topographic map. EZ3431 EZ3431.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3431 EZ3431.The geoid height was determined by GEOID03. EZ3431 EZ3431; North East Units Scale Factor Converg. EZ3431;SPC NC - 148,983.876 588,163.419 MT 0.99987642 -0 08 08.6 EZ3431;SPC NC - 488,791.27 1,929,666.15 sFT 0.99987642 -0 08 08.6 EZ3431;UTM 17 - 3,884,760.731 660,873.792 MT 0.99991896 +1 00 53.4 EZ3431 EZ3431! - Elev Factor x Scale Factor = Combined Factor EZ3431!SPC NC - 0.99998095 x 0.99987642 = 0.99985737 EZ3431!UTM 17 - 0.99998095 x 0.99991896 = 0.99989991 EZ3431 EZ3431: Primary Azimuth Mark Grid Az EZ3431:SPC NC - MCPHERSON 341 52 23.8 EZ3431:UTM 17 - MCPHERSON 340 43 21.8 EZ3431 EZ3431|---------------------------------------------------------------------| EZ3431| PID Reference Object Distance Geod. Az | EZ3431| dddmmss.s | EZ3431| EZ5535 BLUES RM 1 1.842 METERS 13009 | EZ3431| EZ3469 MONTROSE SANITORIUM TANK APPROX.10.8 KM 2493246.1 | EZ3431| EZ3468 MONTROSE SANITORIUM STACK APPROX.10.6 KM 2504221.5 | EZ3431| EZ5536 BLUES RM 2 14.989 METERS 30552 | EZ3431| EZ3451 MCPHERSON APPROX. 5.7 KM 3414415.2 | EZ3431|---------------------------------------------------------------------| EZ3431 EZ3431 SUPERSEDED SURVEY CONTROL EZ3431 EZ3431 NAD 27 - 35 05 33.53440(N) 079 14 07.36220(W) AD( ) 2 EZ3431 EZ3431.Superseded values are not recommended for survey control. EZ3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3431.See file dsdata.txt to determine how the superseded data were derived. EZ3431 EZ3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6087484761(NAD 83) EZ3431_MARKER: DS = TRIANGULATION STATION DISK EZ3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3431 EZ3431 HISTORY - Date Condition Report By EZ3431 HISTORY - 1947 MONUMENTED CGS EZ3431 HISTORY - 1948 GOOD AMS EZ3431 HISTORY - 1983 SEE DESCRIPTION USPSQD EZ3431 EZ3431 STATION DESCRIPTION EZ3431 EZ3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3431'ON FORT BRAGG RESERVATION, ON THE HIGHEST POINT OF BLUES EZ3431'MTN. TO REACH FROM FORT BRAGG, GO W ON CHICKEN ROAD TO EZ3431'JUNCTION WITH PLANK ROAD. TAKE LEFT FORK, PLANK ROAD, AND EZ3431'CONTINUE W TO JUNCTION WITH RAEFORD AND VASS ROAD AT RANGER EZ3431'STATION NO. 1. TURN RIGHT, N, ON RAEFORD AND VASS ROAD AND EZ3431'GO 2.1 MILES TO CROSSROADS, JUNCTION WITH CHICKEN ROAD. EZ3431'CONTINUE STRAIGHT AHEAD, N, FOR 0.4 MILE TO NORTH END OF A EZ3431'LANDING STRIP WEST OF ROAD. TURN LEFT AND FOLLOW EZ3431'TRACK ROAD FOR 0.3 MILE TO HIGHEST POINT OF HILL AND EZ3431'STATION. EZ3431' EZ3431'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED EZ3431'BLUES - 1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 EZ3431'FT CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3431' EZ3431'R. M. NO. 1, E OF THE STATION AND 14 IN HIGHER THAN EZ3431'STATION, IS A USED BRONZE TABLET, STAMPED ELEV. 511, SET IN EZ3431'THE TOP OF A PYRAMIDAL CONCRETE MONUMENT PROJECTING 14 EZ3431'IN. HORIZONTAL DISTANCE TO STATION 6.042 FEET. EZ3431' EZ3431'R. M. NO. 2, W OF STATION AND ABOUT 8 FEET LOWER THAN EZ3431'STATION, IS THE CENTER OF THE BASE OF A 50 MM SHELL CASE, EZ3431'INSCRIBED FAB-OP-2, SET IN THE TOP OF A 6 IN X 6 IN EZ3431'CONCRETE MONUMENT PROJECTING 1 FOOT. HORIZONTAL DISTANCE EZ3431'49.175 FEET. EZ3431 EZ3431 STATION RECOVERY (1948) EZ3431 EZ3431'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3431'STATION RECOVERED IN GOOD CONDITION. EZ3431 EZ3431 STATION RECOVERY (1983) EZ3431 EZ3431'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3431'MARK IS BELIEVED TO HAVE BEEN DESTROYED. EARTH GRADING HAS BEEN EZ3431'DONE AT THE TOP OF BLUES MTN. TO MAKE ROOM FOR SEVERAL OBSERVATION EZ3431'POSTS USED FOR ARTILLERY FIRE ADJUSTMENT. R.M. NO. 1 AND NO. 2 EZ3431'COULD NOT BE LOCATED. THE OLD MARK APPEARS TO HAVE BEEN REPLACED EZ3431'BY A NEW U.S. ARMY CORPS OF ENGINEER MARK STAMPED BLUES 2 1974, EZ3431'SURVEY MARK 613 RD ENGR CO. BRONZE MARK IS IN A 2 FEET BY 2 EZ3431'FEET CONCRETE BASE, FLUSH WITH THE GROUND. A MILITARY MAP, SCALE EZ3431'1--50,00, WAS USED TO HELP PINPOINT LOCATION OF MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3793 *********************************************************************** EB3793 DESIGNATION - BOATING EB3793 PID - EB3793 EB3793 STATE/COUNTY- NC/HOKE EB3793 USGS QUAD - WAGRAM (1982) EB3793 EB3793 *CURRENT SURVEY CONTROL EB3793 ___________________________________________________________________ EB3793* NAD 83(1986)- 34 54 03.30146(N) 079 20 47.03917(W) ADJUSTED EB3793* NAVD 88 - 67.81 (+/-2cm) 222.5 (feet) VERTCON EB3793 ___________________________________________________________________ EB3793 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB3793 GEOID HEIGHT- -32.51 (meters) GEOID03 EB3793 EB3793 HORZ ORDER - SECOND EB3793 VERT ORDER - THIRD ? (See Below) EB3793 EB3793.The North Carolina HARNS have been completed but, EB3793.due to contractual restrictions, coordinates for these stations EB3793.will NOT be published in the near future. In the interim, the EB3793.published coordinates in North Carolina will not be EB3793.consistent with the Continuously Operating Reference Stations EB3793.(CORS). The HARN coordinates for these stations are available EB3793.upon request. Contact Gary Thompson(919-733-3836). EB3793. EB3793.In addition, the published North Carolina positions EB3793.(NAD 83 (1986)) are NOT consistent with those determined in EB3793.adjacent state readjustments. The discontinuity between stations EB3793.located in North Carolina and those in adjacent states EB3793.which have been adjusted to the HARN may be as much as 5 EB3793.decimeters. This will result in a significant loss of accuracy EB3793.over lines crossing such state borders. EB3793 EB3793 EB3793.The horizontal coordinates were established by classical geodetic methods EB3793.and adjusted by the National Geodetic Survey in April 1991. EB3793 EB3793.The NAVD 88 height was computed by applying the VERTCON shift value to EB3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3793.The vertical order pertains to the NGVD 29 superseded value. EB3793 EB3793.The Laplace correction was computed from DEFLEC99 derived deflections. EB3793 EB3793.The geoid height was determined by GEOID03. EB3793 EB3793; North East Units Scale Factor Converg. EB3793;SPC NC - 127,726.890 577,944.456 MT 0.99989123 -0 11 59.8 EB3793;SPC NC - 419,050.64 1,896,139.44 sFT 0.99989123 -0 11 59.8 EB3793;UTM 17 - 3,863,302.850 651,082.727 MT 0.99988133 +0 56 46.7 EB3793 EB3793! - Elev Factor x Scale Factor = Combined Factor EB3793!SPC NC - 0.99999446 x 0.99989123 = 0.99988569 EB3793!UTM 17 - 0.99999446 x 0.99988133 = 0.99987579 EB3793 EB3793 SUPERSEDED SURVEY CONTROL EB3793 EB3793 NGVD 29 (04/22/91) 68.07 (m) 223.3 (f) LEVELING 3 EB3793 EB3793.Superseded values are not recommended for survey control. EB3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3793.See file dsdata.txt to determine how the superseded data were derived. EB3793 EB3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5108363303(NAD 83) EB3793_MARKER: DE = TRAVERSE STATION DISK EB3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3793_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3793_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3793+STABILITY: SURFACE MOTION EB3793 EB3793 HISTORY - Date Condition Report By EB3793 HISTORY - 1978 MONUMENTED NCGS EB3793 HISTORY - 1985 GOOD USPSQD EB3793 EB3793 STATION DESCRIPTION EB3793 EB3793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3793'THE STATION IS LOCATED APPROXIMATELY 1.4 MILE NORTHEAST OF WAGRAM AND EB3793'8.7 MILES SOUTHWEST OF RAEFORD. EB3793' EB3793'TO REACH STATION FROM THE RAILROAD CROSSING OF US 401 IN WAGRAM, EB3793'PROCEED NORTHEAST ALONG US 401 FOR 1.55 MILES TO STATION ON RIGHT EB3793'APPROXIMATELY 200 YARDS EAST-NORTHEAST OF THE BRIDGE OVER LUMBER. EB3793' EB3793'STATION MARK IS A STANDARD DISK STAMPED---BOATING 1978---SET IN TOP EB3793'OF A 9 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3793'THE MARK IS 32.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY AND EB3793'15.8 FEET NORTH-NORTHWEST OF A 6 INCH PIN OAK, 24.5 FEET EB3793'WEST-NORTHWEST OF AN 8 INCH PINE, 100.5 FEET WEST OF A 12 INCH PINE EB3793'AND 145.3 FEET EAST-NORTHEAST OF A 12 INCH PINE ALL WITH REFERENCE EB3793'TAGS. EB3793 EB3793 STATION RECOVERY (1985) EB3793 EB3793'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3793'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3797 *********************************************************************** EB3797 DESIGNATION - BOWMORE EB3797 PID - EB3797 EB3797 STATE/COUNTY- NC/HOKE EB3797 USGS QUAD - WAGRAM (1982) EB3797 EB3797 *CURRENT SURVEY CONTROL EB3797 ___________________________________________________________________ EB3797* NAD 83(1986)- 34 56 42.09393(N) 079 17 55.69577(W) ADJUSTED EB3797* NAVD 88 - 79.8 (meters) 262. (feet) VERTCON EB3797 ___________________________________________________________________ EB3797 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EB3797 GEOID HEIGHT- -32.54 (meters) GEOID03 EB3797 EB3797 HORZ ORDER - SECOND EB3797 EB3797.The North Carolina HARNS have been completed but, EB3797.due to contractual restrictions, coordinates for these stations EB3797.will NOT be published in the near future. In the interim, the EB3797.published coordinates in North Carolina will not be EB3797.consistent with the Continuously Operating Reference Stations EB3797.(CORS). The HARN coordinates for these stations are available EB3797.upon request. Contact Gary Thompson(919-733-3836). EB3797. EB3797.In addition, the published North Carolina positions EB3797.(NAD 83 (1986)) are NOT consistent with those determined in EB3797.adjacent state readjustments. The discontinuity between stations EB3797.located in North Carolina and those in adjacent states EB3797.which have been adjusted to the HARN may be as much as 5 EB3797.decimeters. This will result in a significant loss of accuracy EB3797.over lines crossing such state borders. EB3797 EB3797 EB3797.The horizontal coordinates were established by classical geodetic methods EB3797.and adjusted by the National Geodetic Survey in April 1991. EB3797 EB3797.The NAVD 88 height was computed by applying the VERTCON shift value to EB3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3797 EB3797.The Laplace correction was computed from DEFLEC99 derived deflections. EB3797 EB3797.The geoid height was determined by GEOID03. EB3797 EB3797; North East Units Scale Factor Converg. EB3797;SPC NC - 132,605.608 582,308.814 MT 0.99988684 -0 10 20.9 EB3797;SPC NC - 435,056.90 1,910,458.17 sFT 0.99988684 -0 10 20.9 EB3797;UTM 17 - 3,868,267.929 655,348.582 MT 0.99989744 +0 58 28.6 EB3797 EB3797! - Elev Factor x Scale Factor = Combined Factor EB3797!SPC NC - 0.99999258 x 0.99988684 = 0.99987942 EB3797!UTM 17 - 0.99999258 x 0.99989744 = 0.99989002 EB3797 EB3797 SUPERSEDED SURVEY CONTROL EB3797 EB3797 NGVD 29 (04/22/91) 80.1 (m) 263. (f) VERT ANG EB3797 EB3797.Superseded values are not recommended for survey control. EB3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3797.See file dsdata.txt to determine how the superseded data were derived. EB3797 EB3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5534968268(NAD 83) EB3797_MARKER: DE = TRAVERSE STATION DISK EB3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3797_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3797_STAMPING: BOWMORE 1978 EB3797_MARK LOGO: NCGS EB3797_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3797+STABILITY: SURFACE MOTION EB3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3797+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993 EB3797 EB3797 HISTORY - Date Condition Report By EB3797 HISTORY - 1978 MONUMENTED NCGS EB3797 HISTORY - 1985 GOOD USPSQD EB3797 HISTORY - 19930908 GOOD NCGS EB3797 EB3797 STATION DESCRIPTION EB3797 EB3797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3797'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES WEST-SOUTHWEST OF EB3797'RAEFORD AND 5.4 MILES NORTHEAST OF WAGRAM EB3797' EB3797'TO REACH STATION FROM US 401 BUSINESS WITH US 401 BYPASS AT WEST EDGE EB3797'OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 4.05 MILES TO STATION EB3797'IN RIGHT ROAD SHOULDER APPROXIMATELY 400 FEET EAST OF A UNION 76 STORE EB3797'AND 0.1 MILE NORTHEAST OF SR 1205 INTERSECTION. EB3797' EB3797'STATION MARK IS A STANDARD DISK STAMPED---BOWMORE 1978---SET IN TOP EB3797'OF A 9 INCH CONCRETE CYLINDER. THE MARK IS 24.5 FEET NORTH-NORTHWEST EB3797'OF CENTERLINE OF HIGHWAY AND 3.4 FEET EAST OF METAL WITNESS POST, EB3797'3.5 FEET SOUTH OF METAL WITNESS POST AND 61.8 FEET SOUTH-SOUTHWEST OF EB3797'POWER POLE ALL WITH REFERENCE TAGS. EB3797 EB3797 STATION RECOVERY (1985) EB3797 EB3797'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3797'RECOVERED IN GOOD CONDITION. EB3797 EB3797 STATION RECOVERY (1993) EB3797 EB3797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB3797'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2720 *********************************************************************** EZ2720 DESIGNATION - BRANCH EZ2720 PID - EZ2720 EZ2720 STATE/COUNTY- NC/HOKE EZ2720 USGS QUAD - NICHOLSON CREEK (1982) EZ2720 EZ2720 *CURRENT SURVEY CONTROL EZ2720 ___________________________________________________________________ EZ2720* NAD 83(1986)- 35 01 32.27912(N) 079 08 42.79176(W) ADJUSTED EZ2720* NAVD 88 - 80.733 (meters) 264.87 (feet) ADJUSTED EZ2720 ___________________________________________________________________ EZ2720 LAPLACE CORR- -4.54 (seconds) DEFLEC99 EZ2720 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ2720 DYNAMIC HT - 80.658 (meters) 264.63 (feet) COMP EZ2720 MODELED GRAV- 979,709.3 (mgal) NAVD 88 EZ2720 EZ2720 HORZ ORDER - SECOND EZ2720 VERT ORDER - SECOND CLASS II EZ2720 EZ2720.The North Carolina HARNS have been completed but, EZ2720.due to contractual restrictions, coordinates for these stations EZ2720.will NOT be published in the near future. In the interim, the EZ2720.published coordinates in North Carolina will not be EZ2720.consistent with the Continuously Operating Reference Stations EZ2720.(CORS). The HARN coordinates for these stations are available EZ2720.upon request. Contact Gary Thompson(919-733-3836). EZ2720. EZ2720.In addition, the published North Carolina positions EZ2720.(NAD 83 (1986)) are NOT consistent with those determined in EZ2720.adjacent state readjustments. The discontinuity between stations EZ2720.located in North Carolina and those in adjacent states EZ2720.which have been adjusted to the HARN may be as much as 5 EZ2720.decimeters. This will result in a significant loss of accuracy EZ2720.over lines crossing such state borders. EZ2720 EZ2720 EZ2720.The horizontal coordinates were established by classical geodetic methods EZ2720.and adjusted by the National Geodetic Survey in June 1998. EZ2720 EZ2720.The orthometric height was determined by differential leveling EZ2720.and adjusted by the National Geodetic Survey in June 1991. EZ2720 EZ2720.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2720 EZ2720.The geoid height was determined by GEOID03. EZ2720 EZ2720.The dynamic height is computed by dividing the NAVD 88 EZ2720.geopotential number by the normal gravity value computed on the EZ2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2720.degrees latitude (g = 980.6199 gals.). EZ2720 EZ2720.The modeled gravity was interpolated from observed gravity values. EZ2720 EZ2720; North East Units Scale Factor Converg. EZ2720;SPC NC - 141,515.747 596,350.084 MT 0.99988034 -0 05 01.7 EZ2720;SPC NC - 464,289.58 1,956,525.23 sFT 0.99988034 -0 05 01.7 EZ2720;UTM 17 - 3,877,457.933 669,209.121 MT 0.99995288 +1 03 53.2 EZ2720 EZ2720! - Elev Factor x Scale Factor = Combined Factor EZ2720!SPC NC - 0.99999248 x 0.99988034 = 0.99987282 EZ2720!UTM 17 - 0.99999248 x 0.99995288 = 0.99994536 EZ2720 EZ2720 SUPERSEDED SURVEY CONTROL EZ2720 EZ2720 NAVD 88 (06/16/98) 80.73 (m) 264.9 (f) LEVELING 3 EZ2720 EZ2720.Superseded values are not recommended for survey control. EZ2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2720.See file dsdata.txt to determine how the superseded data were derived. EZ2720 EZ2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6920977458(NAD 83) EZ2720_MARKER: DE = TRAVERSE STATION DISK EZ2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2720_SP_SET: CONCRETE POST EZ2720_STAMPING: BRANCH 1981 EZ2720_MARK LOGO: NCGS EZ2720_PROJECTION: FLUSH EZ2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2720+STABILITY: SURFACE MOTION EZ2720 EZ2720 HISTORY - Date Condition Report By EZ2720 HISTORY - 1981 MONUMENTED NCGS EZ2720 HISTORY - 1985 GOOD USPSQD EZ2720 EZ2720 STATION DESCRIPTION EZ2720 EZ2720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2720'5.0 MI NW FROM ROCKFISH. EZ2720'ALONG US 401, 2.4 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2720'BYPASS NORTHEAST OF RAEFORD, AT CREST OF HILL, AND 0.2 MILE SOUTHWEST EZ2720'OF INTERSECTION WITH SR 1304, 38.8 FEET SOUTHEAST OF CENTERLINE OF EZ2720'HIGHWAY, 42.0 FEET WEST-NORTHWEST OF POWER POLE, 87.0 FEET WEST OF EZ2720'10 INCH GUM WITH REFERENCE TAG, 64.4 FEET NORTH-NORTHWEST OF 14 INCH EZ2720'PINE WITH REFERENCE TAG AND 84.3 FEET NORTHEAST OF 14 INCH PINE EZ2720'WITH REFERENCE TAG. EZ2720'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2720 EZ2720 STATION RECOVERY (1985) EZ2720 EZ2720'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2720'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2732 *********************************************************************** EZ2732 DESIGNATION - CARE EZ2732 PID - EZ2732 EZ2732 STATE/COUNTY- NC/HOKE EZ2732 USGS QUAD - NICHOLSON CREEK (1982) EZ2732 EZ2732 *CURRENT SURVEY CONTROL EZ2732 ___________________________________________________________________ EZ2732* NAD 83(1986)- 35 00 03.44788(N) 079 12 17.64192(W) ADJUSTED EZ2732* NAVD 88 - 78.681 (meters) 258.14 (feet) ADJUSTED EZ2732 ___________________________________________________________________ EZ2732 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EZ2732 GEOID HEIGHT- -32.68 (meters) GEOID03 EZ2732 DYNAMIC HT - 78.608 (meters) 257.90 (feet) COMP EZ2732 MODELED GRAV- 979,707.4 (mgal) NAVD 88 EZ2732 EZ2732 HORZ ORDER - SECOND EZ2732 VERT ORDER - SECOND CLASS II EZ2732 EZ2732.The North Carolina HARNS have been completed but, EZ2732.due to contractual restrictions, coordinates for these stations EZ2732.will NOT be published in the near future. In the interim, the EZ2732.published coordinates in North Carolina will not be EZ2732.consistent with the Continuously Operating Reference Stations EZ2732.(CORS). The HARN coordinates for these stations are available EZ2732.upon request. Contact Gary Thompson(919-733-3836). EZ2732. EZ2732.In addition, the published North Carolina positions EZ2732.(NAD 83 (1986)) are NOT consistent with those determined in EZ2732.adjacent state readjustments. The discontinuity between stations EZ2732.located in North Carolina and those in adjacent states EZ2732.which have been adjusted to the HARN may be as much as 5 EZ2732.decimeters. This will result in a significant loss of accuracy EZ2732.over lines crossing such state borders. EZ2732 EZ2732 EZ2732.The horizontal coordinates were established by classical geodetic methods EZ2732.and adjusted by the National Geodetic Survey in June 1998. EZ2732 EZ2732.The orthometric height was determined by differential leveling EZ2732.and adjusted by the National Geodetic Survey in June 1991. EZ2732 EZ2732.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2732 EZ2732.The geoid height was determined by GEOID03. EZ2732 EZ2732.The dynamic height is computed by dividing the NAVD 88 EZ2732.geopotential number by the normal gravity value computed on the EZ2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2732.degrees latitude (g = 980.6199 gals.). EZ2732 EZ2732.The modeled gravity was interpolated from observed gravity values. EZ2732 EZ2732; North East Units Scale Factor Converg. EZ2732;SPC NC - 138,788.179 590,898.662 MT 0.99988212 -0 07 05.7 EZ2732;SPC NC - 455,340.88 1,938,640.03 sFT 0.99988212 -0 07 05.7 EZ2732;UTM 17 - 3,874,621.486 663,813.131 MT 0.99993073 +1 01 47.6 EZ2732 EZ2732! - Elev Factor x Scale Factor = Combined Factor EZ2732!SPC NC - 0.99999278 x 0.99988212 = 0.99987490 EZ2732!UTM 17 - 0.99999278 x 0.99993073 = 0.99992351 EZ2732 EZ2732 SUPERSEDED SURVEY CONTROL EZ2732 EZ2732 NAVD 88 (06/16/98) 78.68 (m) 258.1 (f) LEVELING 3 EZ2732 EZ2732.Superseded values are not recommended for survey control. EZ2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2732.See file dsdata.txt to determine how the superseded data were derived. EZ2732 EZ2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6381374621(NAD 83) EZ2732_MARKER: DE = TRAVERSE STATION DISK EZ2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2732_SP_SET: CONCRETE POST EZ2732_STAMPING: CARE 1981 EZ2732_MARK LOGO: NCGS EZ2732_PROJECTION: RECESSED 15 CENTIMETERS EZ2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2732+STABILITY: SURFACE MOTION EZ2732 EZ2732 HISTORY - Date Condition Report By EZ2732 HISTORY - 1981 MONUMENTED NCGS EZ2732 HISTORY - 1985 GOOD USPSQD EZ2732 EZ2732 STATION DESCRIPTION EZ2732 EZ2732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2732'1.7 MI NE FROM RAEFORD. EZ2732'ALONG US 401 BYPASS, 1.6 MILES WEST OF THE INTERSECTION WITH US 401 EZ2732'BUSINESS NORTHEAST OF RAEFORD, AND 0.3 MILE EAST OF INTERSECTION WITH EZ2732'SR 1302, AT CREST OF HILL AND WEST OF DIRT ROAD LEADING NORTH TO A EZ2732'CEMETERY, 18.2 FEET SOUTH OF CENTERLINE OF HIGHWAY, 64.6 FEET EZ2732'SOUTHWEST OF CENTERLINE INTERSECTION OF HIGHWAY AND DIRT ROAD, 42.6 EZ2732'FEET NORTHWEST OF TELEPHONE PEDESTAL (RL8E), 44.3 FEET NORTHWEST OF EZ2732'POWER POLE AT PEDESTAL WITH REFERENCE TAG, 55.2 FEET WEST OF METAL EZ2732'HIGHWAY SIGN POST AND 275.9 FEET EAST OF POWER POLE WITH REFERENCE EZ2732'TAG. EZ2732'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2732 EZ2732 STATION RECOVERY (1985) EZ2732 EZ2732'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2732'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1740 *********************************************************************** EB1740 DESIGNATION - CATHY EB1740 PID - EB1740 EB1740 STATE/COUNTY- NC/HOKE EB1740 USGS QUAD - RAEFORD (1982) EB1740 EB1740 *CURRENT SURVEY CONTROL EB1740 ___________________________________________________________________ EB1740* NAD 83(1986)- 34 57 40.94327(N) 079 13 17.79229(W) ADJUSTED EB1740* NAVD 88 - 74.519 (meters) 244.48 (feet) ADJUSTED EB1740 ___________________________________________________________________ EB1740 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EB1740 GEOID HEIGHT- -32.71 (meters) GEOID03 EB1740 DYNAMIC HT - 74.450 (meters) 244.26 (feet) COMP EB1740 MODELED GRAV- 979,708.4 (mgal) NAVD 88 EB1740 EB1740 HORZ ORDER - SECOND EB1740 VERT ORDER - SECOND CLASS II EB1740 EB1740.The North Carolina HARNS have been completed but, EB1740.due to contractual restrictions, coordinates for these stations EB1740.will NOT be published in the near future. In the interim, the EB1740.published coordinates in North Carolina will not be EB1740.consistent with the Continuously Operating Reference Stations EB1740.(CORS). The HARN coordinates for these stations are available EB1740.upon request. Contact Gary Thompson(919-733-3836). EB1740. EB1740.In addition, the published North Carolina positions EB1740.(NAD 83 (1986)) are NOT consistent with those determined in EB1740.adjacent state readjustments. The discontinuity between stations EB1740.located in North Carolina and those in adjacent states EB1740.which have been adjusted to the HARN may be as much as 5 EB1740.decimeters. This will result in a significant loss of accuracy EB1740.over lines crossing such state borders. EB1740 EB1740 EB1740.The horizontal coordinates were established by classical geodetic methods EB1740.and adjusted by the National Geodetic Survey in April 1991. EB1740 EB1740.The orthometric height was determined by differential leveling EB1740.and adjusted by the National Geodetic Survey in June 1991. EB1740 EB1740.The Laplace correction was computed from DEFLEC99 derived deflections. EB1740 EB1740.The geoid height was determined by GEOID03. EB1740 EB1740.The dynamic height is computed by dividing the NAVD 88 EB1740.geopotential number by the normal gravity value computed on the EB1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1740.degrees latitude (g = 980.6199 gals.). EB1740 EB1740.The modeled gravity was interpolated from observed gravity values. EB1740 EB1740; North East Units Scale Factor Converg. EB1740;SPC NC - 134,400.450 589,363.778 MT 0.99988536 -0 07 40.5 EB1740;SPC NC - 440,945.48 1,933,604.33 sFT 0.99988536 -0 07 40.5 EB1740;UTM 17 - 3,870,203.701 662,366.374 MT 0.99992492 +1 01 09.4 EB1740 EB1740! - Elev Factor x Scale Factor = Combined Factor EB1740!SPC NC - 0.99999344 x 0.99988536 = 0.99987880 EB1740!UTM 17 - 0.99999344 x 0.99992492 = 0.99991836 EB1740 EB1740 SUPERSEDED SURVEY CONTROL EB1740 EB1740 NAVD 88 (06/16/98) 74.52 (m) 244.5 (f) LEVELING 3 EB1740 NGVD 29 (04/22/91) 74.78 (m) 245.3 (f) LEVELING 3 EB1740 EB1740.Superseded values are not recommended for survey control. EB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1740.See file dsdata.txt to determine how the superseded data were derived. EB1740 EB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6236670204(NAD 83) EB1740_MARKER: DE = TRAVERSE STATION DISK EB1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1740_SP_SET: CONCRETE POST EB1740_STAMPING: CATHY 1978 EB1740_MARK LOGO: NCGS EB1740_PROJECTION: FLUSH EB1740_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1740+STABILITY: SURFACE MOTION EB1740 EB1740 HISTORY - Date Condition Report By EB1740 HISTORY - 1978 MONUMENTED NCGS EB1740 HISTORY - 1981 GOOD NCGS EB1740 HISTORY - 1981 GOOD NCGS EB1740 HISTORY - 19920722 GOOD USPSQD EB1740 EB1740 STATION DESCRIPTION EB1740 EB1740'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1740'THE STATION IS LOCATED APPROXIMATELY 1.2 MILE SOUTH OF RAEFORD. EB1740' EB1740'TO REACH STATION FROM INTERSECTION OF MAIN STREET NC 211 WITH HARRIS EB1740'AVENUE US 401 BUSINESS IN RAEFORD, PROCEED SOUTH ALONG NC 211 FOR 1.15 EB1740'MILES TO STATION IN LEFT ROAD SHOULDER APPROXIMATELY 100 FEET SOUTH OF EB1740'HIGH VOLTAGE POWER LINE AND 0.15 MILE NORTH OF SR 1116 AND SR 1458 EB1740'CROSSROADS. EB1740' EB1740'STATION MARK IS A STANDARD DISK STAMPED---CATHY 1978---SET IN TOP OF EB1740'A 9 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EB1740'SURFACE. THE MARK IS 19.9 FEET EAST OF CENTERLINE OF HIGHWAY, 43.5 EB1740'FEET NORTHEAST OF GALVANIZED ROAD SIGN POST, 120.1 FEET SOUTHWEST OF EB1740'SOUTHMOST HIGH VOLTAGE LINE POLE, 64.8 FEET NORTH-NORTHWEST OF POWER EB1740'POLE 2948 AND 172.4 FEET SOUTH OF POWER POLE 2947-1. EB1740 EB1740 STATION RECOVERY (1981) EB1740 EB1740'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1740'1.4 MI SOUTH FROM RAEFORD. EB1740'1.2 MILES SOUTH ALONG NC 211 FROM THE INTERSECTION WITH US 401 EB1740'BUSINESS IN RAEFORD, IN ROAD SHOULDER APPROXIMATELY 100 FEET SOUTH EB1740'OF HIGH VOLTAGE POWER LINE AND 0.1 MILE NORTH OF SR 1116-SR 1458 EB1740'CROSSROADS, 19.9 FEET EAST OF CENTERLINE OF HIGHWAY, 43.5 FEET EB1740'NORTHEAST OF GALVANIZED ROAD SIGN POST, 120.1 FEET SOUTHWEST OF EB1740'SOUTHERNMOST HIGH VOLTAGE LINE POLE, 64.8 FEET NORTH-NORTHWEST EB1740'OF POWER POLE (2948) AND 172.4 FEET SOUTH OF POWER POLE (2947-1). EB1740'THE MARK IS 1 FT BELOW HIGHWAY. EB1740 EB1740 STATION RECOVERY (1981) EB1740 EB1740'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) EB1740'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB1740 EB1740 STATION RECOVERY (1992) EB1740 EB1740'RECOVERY NOTE BY US POWER SQUADRON 1992 (RD) EB1740'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3809 *********************************************************************** EB3809 DESIGNATION - CERTIFIED EB3809 PID - EB3809 EB3809 STATE/COUNTY- NC/HOKE EB3809 USGS QUAD - WAGRAM (1982) EB3809 EB3809 *CURRENT SURVEY CONTROL EB3809 ___________________________________________________________________ EB3809* NAD 83(1986)- 34 57 34.86022(N) 079 16 03.74754(W) ADJUSTED EB3809* NAVD 88 - 80.2 (meters) 263. (feet) VERTCON EB3809 ___________________________________________________________________ EB3809 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EB3809 GEOID HEIGHT- -32.60 (meters) GEOID03 EB3809 EB3809 HORZ ORDER - SECOND EB3809 EB3809.The North Carolina HARNS have been completed but, EB3809.due to contractual restrictions, coordinates for these stations EB3809.will NOT be published in the near future. In the interim, the EB3809.published coordinates in North Carolina will not be EB3809.consistent with the Continuously Operating Reference Stations EB3809.(CORS). The HARN coordinates for these stations are available EB3809.upon request. Contact Gary Thompson(919-733-3836). EB3809. EB3809.In addition, the published North Carolina positions EB3809.(NAD 83 (1986)) are NOT consistent with those determined in EB3809.adjacent state readjustments. The discontinuity between stations EB3809.located in North Carolina and those in adjacent states EB3809.which have been adjusted to the HARN may be as much as 5 EB3809.decimeters. This will result in a significant loss of accuracy EB3809.over lines crossing such state borders. EB3809 EB3809 EB3809.The horizontal coordinates were established by classical geodetic methods EB3809.and adjusted by the National Geodetic Survey in April 1991. EB3809 EB3809.The NAVD 88 height was computed by applying the VERTCON shift value to EB3809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3809 EB3809.The Laplace correction was computed from DEFLEC99 derived deflections. EB3809 EB3809.The geoid height was determined by GEOID03. EB3809 EB3809; North East Units Scale Factor Converg. EB3809;SPC NC - 134,223.389 585,153.527 MT 0.99988551 -0 09 16.2 EB3809;SPC NC - 440,364.57 1,919,791.20 sFT 0.99988551 -0 09 16.2 EB3809;UTM 17 - 3,869,942.369 658,160.381 MT 0.99990830 +0 59 34.1 EB3809 EB3809! - Elev Factor x Scale Factor = Combined Factor EB3809!SPC NC - 0.99999253 x 0.99988551 = 0.99987805 EB3809!UTM 17 - 0.99999253 x 0.99990830 = 0.99990084 EB3809 EB3809 SUPERSEDED SURVEY CONTROL EB3809 EB3809 NGVD 29 (04/22/91) 80.4 (m) 264. (f) VERT ANG EB3809 EB3809.Superseded values are not recommended for survey control. EB3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3809.See file dsdata.txt to determine how the superseded data were derived. EB3809 EB3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5816069942(NAD 83) EB3809_MARKER: DE = TRAVERSE STATION DISK EB3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3809_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3809_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3809+STABILITY: SURFACE MOTION EB3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3809+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005 EB3809 EB3809 HISTORY - Date Condition Report By EB3809 HISTORY - 1978 MONUMENTED NCGS EB3809 HISTORY - 1985 GOOD USPSQD EB3809 HISTORY - 20050309 GOOD GEOCAC EB3809 EB3809 STATION DESCRIPTION EB3809 EB3809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3809'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES WEST-SOUTHWEST OF EB3809'RAEFORD AND 7.4 MILES NORTHEAST OF WAGRAM. EB3809' EB3809'TO REACH STATION FROM US 401 BUSINESS WITH US 401 BYPASS AT WEST EDGE EB3809'OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 2.0 MILES TO STATION ON EB3809'LEFT IN CENTER OF FIELD ENTRANCE ROAD APPROXIMATELY 350 YARDS EB3809'EAST-NORTHEAST OF A COUNTRY STORE AND 0.2 MILE NORTHEAST OF SR 1208 EB3809'INTERSECTION. EB3809' EB3809'STATION MARK IS A STANDARD DISK STAMPED---CERTIFIED 1978---SET IN TOP EB3809'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3809'SURFACE.THE MARK IS 25.5 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EB3809'12.9 FEET WEST-SOUTHWEST OF NORTH END, 8.6 FEET NORTHEAST OF SOUTH EB3809'END OF CONCRETE CULVERT AND 38.0 FEET NORTH OF A 3 INCH PINE WITH EB3809'REFERENCE TAG. EB3809 EB3809 STATION RECOVERY (1985) EB3809 EB3809'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3809'RECOVERED IN GOOD CONDITION. EB3809 EB3809 STATION RECOVERY (2005) EB3809 EB3809'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3809'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS AND CORRECTIONS. EB3809'TAGGED 3 INCH PINE IS GONE. CULVERT REMAINS AS DESCRIBED. EB3809' EB3809' EB3809' EB3809' EB3809' EB3809' EB3809' EB3809' EB3809' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3465 *********************************************************************** EZ3465 DESIGNATION - CHARLES EZ3465 PID - EZ3465 EZ3465 STATE/COUNTY- NC/HOKE EZ3465 USGS QUAD - MC CAIN (1983) EZ3465 EZ3465 *CURRENT SURVEY CONTROL EZ3465 ___________________________________________________________________ EZ3465* NAD 83(1986)- 35 06 54.42231(N) 079 15 41.33757(W) ADJUSTED EZ3465* NAVD 88 - 123. (meters) 404. (feet) SCALED EZ3465 ___________________________________________________________________ EZ3465 LAPLACE CORR- -4.39 (seconds) DEFLEC99 EZ3465 GEOID HEIGHT- -32.25 (meters) GEOID03 EZ3465 EZ3465 HORZ ORDER - SECOND EZ3465 EZ3465.The North Carolina HARNS have been completed but, EZ3465.due to contractual restrictions, coordinates for these stations EZ3465.will NOT be published in the near future. In the interim, the EZ3465.published coordinates in North Carolina will not be EZ3465.consistent with the Continuously Operating Reference Stations EZ3465.(CORS). The HARN coordinates for these stations are available EZ3465.upon request. Contact Gary Thompson(919-733-3836). EZ3465. EZ3465.In addition, the published North Carolina positions EZ3465.(NAD 83 (1986)) are NOT consistent with those determined in EZ3465.adjacent state readjustments. The discontinuity between stations EZ3465.located in North Carolina and those in adjacent states EZ3465.which have been adjusted to the HARN may be as much as 5 EZ3465.decimeters. This will result in a significant loss of accuracy EZ3465.over lines crossing such state borders. EZ3465 EZ3465 EZ3465.The horizontal coordinates were established by classical geodetic methods EZ3465.and adjusted by the National Geodetic Survey in July 1986. EZ3465 EZ3465.The orthometric height was scaled from a topographic map. EZ3465 EZ3465.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3465 EZ3465.The geoid height was determined by GEOID03. EZ3465 EZ3465; North East Units Scale Factor Converg. EZ3465;SPC NC - 151,463.776 585,767.423 MT 0.99987542 -0 09 03.3 EZ3465;SPC NC - 496,927.41 1,921,805.29 sFT 0.99987542 -0 09 03.3 EZ3465;UTM 17 - 3,887,192.100 658,428.377 MT 0.99990934 +1 00 00.9 EZ3465 EZ3465! - Elev Factor x Scale Factor = Combined Factor EZ3465!SPC NC - 0.99998579 x 0.99987542 = 0.99986122 EZ3465!UTM 17 - 0.99998579 x 0.99990934 = 0.99989514 EZ3465 EZ3465: Primary Azimuth Mark Grid Az EZ3465:SPC NC - IMPACT 334 11 44.0 EZ3465:UTM 17 - IMPACT 333 02 39.8 EZ3465 EZ3465|---------------------------------------------------------------------| EZ3465| PID Reference Object Distance Geod. Az | EZ3465| dddmmss.s | EZ3465| EZ5551 CHARLES RM 1 5.848 METERS 11603 | EZ3465| EZ3466 IMPACT APPROX. 1.0 KM 3340240.7 | EZ3465|---------------------------------------------------------------------| EZ3465 EZ3465 SUPERSEDED SURVEY CONTROL EZ3465 EZ3465 NAD 27 - 35 06 53.82230(N) 079 15 42.22740(W) AD( ) 2 EZ3465 EZ3465.Superseded values are not recommended for survey control. EZ3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3465.See file dsdata.txt to determine how the superseded data were derived. EZ3465 EZ3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5842887192(NAD 83) EZ3465_MARKER: DS = TRIANGULATION STATION DISK EZ3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3465 EZ3465 HISTORY - Date Condition Report By EZ3465 HISTORY - 1947 MONUMENTED CGS EZ3465 HISTORY - 1948 GOOD AMS EZ3465 HISTORY - 20031122 MARK NOT FOUND USPSQD EZ3465 EZ3465 STATION DESCRIPTION EZ3465 EZ3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3465'ON FORT BRAGG RESERVATION, IN THE MC PHERSON IMPACT AREA. TO EZ3465'REACH FROM FORT BRAGG, GO W ON LONGSTREET ROAD TO JUNCTION EZ3465'WITH RAEFORD AND VASS ROAD. CONTINUE W ON LONGSTREET ROAD FOR EZ3465'0.60 MILE TO Y JUNCTION WITH MORGANTON ROAD. TAKE LEFT FORK, EZ3465'STRAIGHT AHEAD, MORGANTON ROAD, AND GO 1.1 MILES TO EZ3465'JUNCTION WITH PRINCE CHARLES ROAD. TURN LEFT, S, ON PRINCE EZ3465'CHARLES ROAD AND GO 1.6 MILES. TURN LEFT, E, AND GO ABOUT EZ3465'75 YARDS ALONG TOP OF RIDGE TO STATION. EZ3465' EZ3465'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED EZ3465'CHARLES-1947, SET IN THE TOP OF A 12 IN BY 12 IN BY 3 FT EZ3465'CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3465' EZ3465'R. M. NO. 1, E OF STATION AT SAME ELEVATION, IS A COPPER WIRE EZ3465'SET IN THE TOP OF A 6 IN BY 6 IN CONCRETE MONUMENT EZ3465'PROJECTING 1 FOOT. HORIZONTAL DISTANCE FROM STATION 19.185 FEET. EZ3465 EZ3465 STATION RECOVERY (1948) EZ3465 EZ3465'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3465'STATION RECOVERED IN GOOD CONDITION. EZ3465 EZ3465 STATION RECOVERY (2003) EZ3465 EZ3465'RECOVERY NOTE BY US POWER SQUADRON 2003 (JEK) EZ3465'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1732 *********************************************************************** EB1732 DESIGNATION - CHEVY EB1732 PID - EB1732 EB1732 STATE/COUNTY- NC/HOKE EB1732 USGS QUAD - RAEFORD (1982) EB1732 EB1732 *CURRENT SURVEY CONTROL EB1732 ___________________________________________________________________ EB1732* NAD 83(1986)- 34 59 26.64900(N) 079 14 05.43635(W) ADJUSTED EB1732* NAVD 88 - 78.992 (meters) 259.16 (feet) ADJUSTED EB1732 ___________________________________________________________________ EB1732 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EB1732 GEOID HEIGHT- -32.62 (meters) GEOID03 EB1732 DYNAMIC HT - 78.919 (meters) 258.92 (feet) COMP EB1732 MODELED GRAV- 979,708.4 (mgal) NAVD 88 EB1732 EB1732 HORZ ORDER - SECOND EB1732 VERT ORDER - SECOND CLASS II EB1732 EB1732.The North Carolina HARNS have been completed but, EB1732.due to contractual restrictions, coordinates for these stations EB1732.will NOT be published in the near future. In the interim, the EB1732.published coordinates in North Carolina will not be EB1732.consistent with the Continuously Operating Reference Stations EB1732.(CORS). The HARN coordinates for these stations are available EB1732.upon request. Contact Gary Thompson(919-733-3836). EB1732. EB1732.In addition, the published North Carolina positions EB1732.(NAD 83 (1986)) are NOT consistent with those determined in EB1732.adjacent state readjustments. The discontinuity between stations EB1732.located in North Carolina and those in adjacent states EB1732.which have been adjusted to the HARN may be as much as 5 EB1732.decimeters. This will result in a significant loss of accuracy EB1732.over lines crossing such state borders. EB1732 EB1732 EB1732.The horizontal coordinates were established by classical geodetic methods EB1732.and adjusted by the National Geodetic Survey in June 1998. EB1732 EB1732.The orthometric height was determined by differential leveling EB1732.and adjusted by the National Geodetic Survey in June 1991. EB1732 EB1732.The Laplace correction was computed from DEFLEC99 derived deflections. EB1732 EB1732.The geoid height was determined by GEOID03. EB1732 EB1732.The dynamic height is computed by dividing the NAVD 88 EB1732.geopotential number by the normal gravity value computed on the EB1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1732.degrees latitude (g = 980.6199 gals.). EB1732 EB1732.The modeled gravity was interpolated from observed gravity values. EB1732 EB1732; North East Units Scale Factor Converg. EB1732;SPC NC - 137,660.345 588,162.908 MT 0.99988291 -0 08 08.0 EB1732;SPC NC - 451,640.65 1,929,664.47 sFT 0.99988291 -0 08 08.0 EB1732;UTM 17 - 3,873,439.014 661,100.408 MT 0.99991987 +1 00 44.8 EB1732 EB1732! - Elev Factor x Scale Factor = Combined Factor EB1732!SPC NC - 0.99999272 x 0.99988291 = 0.99987563 EB1732!UTM 17 - 0.99999272 x 0.99991987 = 0.99991259 EB1732 EB1732 SUPERSEDED SURVEY CONTROL EB1732 EB1732 NAVD 88 (06/16/98) 78.99 (m) 259.2 (f) LEVELING 3 EB1732 EB1732.Superseded values are not recommended for survey control. EB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1732.See file dsdata.txt to determine how the superseded data were derived. EB1732 EB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6110073439(NAD 83) EB1732_MARKER: DE = TRAVERSE STATION DISK EB1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1732_SP_SET: CONCRETE POST EB1732_STAMPING: CHEVY 1981 EB1732_MARK LOGO: NCGS EB1732_PROJECTION: RECESSED 3 CENTIMETERS EB1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1732+STABILITY: SURFACE MOTION EB1732 EB1732 HISTORY - Date Condition Report By EB1732 HISTORY - 1981 MONUMENTED NCGS EB1732 HISTORY - 1985 GOOD USPSQD EB1732 HISTORY - 19890401 MARK NOT FOUND USPSQD EB1732 HISTORY - 19890401 MARK NOT FOUND LOCSUR EB1732 HISTORY - 20040424 GOOD USPSQD EB1732 EB1732 STATION DESCRIPTION EB1732 EB1732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1732'0.9 MI NW FROM RAEFORD. EB1732'ALONG US 401 BYPASS 0.5 MILES NORTH OF THE NC 211 OVERPASS IN WEST EB1732'RAEFORD ON NORTHEAST SIDE OF HOKE AUTO COMPANY CHEVROLET BUILDING, EB1732'196.2 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 128.7 FEET EAST OF EB1732'NORTHEAST CORNER OF MAIN BUILDING SHOW ROOM, 130.2 FEET EB1732'EAST-SOUTHEAST OF NORTHEAST CORNER OF SUPPORT COLUMN AT PARTS/SERVICE EB1732'DEPARTMENT AND 21.1 FEET SOUTH OF SOUTHEAST CORNER OF METAL LIGHT EB1732'POLE. EB1732'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1732 EB1732 STATION RECOVERY (1985) EB1732 EB1732'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1732'RECOVERED IN GOOD CONDITION. EB1732 EB1732 STATION RECOVERY (1989) EB1732 EB1732'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM) EB1732'MARK NOT FOUND. EB1732 EB1732 STATION RECOVERY (1989) EB1732 EB1732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (RLM) EB1732'MARK NOT FOUND. EB1732 EB1732 STATION RECOVERY (2004) EB1732 EB1732'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCT) EB1732'MARK IS 8.75 FEET NORTH OF METAL POLE. CAR DEALER IS NOW FORD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3432 *********************************************************************** EZ3432 DESIGNATION - COLEMAN EZ3432 PID - EZ3432 EZ3432 STATE/COUNTY- NC/HOKE EZ3432 USGS QUAD - NICHOLSON CREEK (1982) EZ3432 EZ3432 *CURRENT SURVEY CONTROL EZ3432 ___________________________________________________________________ EZ3432* NAD 83(1986)- 35 06 11.17884(N) 079 10 04.63509(W) ADJUSTED EZ3432* NAVD 88 - 114. (meters) 374. (feet) SCALED EZ3432 ___________________________________________________________________ EZ3432 LAPLACE CORR- -4.95 (seconds) DEFLEC99 EZ3432 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ3432 EZ3432 HORZ ORDER - THIRD EZ3432 EZ3432.The North Carolina HARNS have been completed but, EZ3432.due to contractual restrictions, coordinates for these stations EZ3432.will NOT be published in the near future. In the interim, the EZ3432.published coordinates in North Carolina will not be EZ3432.consistent with the Continuously Operating Reference Stations EZ3432.(CORS). The HARN coordinates for these stations are available EZ3432.upon request. Contact Gary Thompson(919-733-3836). EZ3432. EZ3432.In addition, the published North Carolina positions EZ3432.(NAD 83 (1986)) are NOT consistent with those determined in EZ3432.adjacent state readjustments. The discontinuity between stations EZ3432.located in North Carolina and those in adjacent states EZ3432.which have been adjusted to the HARN may be as much as 5 EZ3432.decimeters. This will result in a significant loss of accuracy EZ3432.over lines crossing such state borders. EZ3432 EZ3432 EZ3432.The horizontal coordinates were established by classical geodetic methods EZ3432.and adjusted by the National Geodetic Survey in July 1986. EZ3432 EZ3432.The orthometric height was scaled from a topographic map. EZ3432 EZ3432.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3432 EZ3432.The geoid height was determined by GEOID03. EZ3432 EZ3432; North East Units Scale Factor Converg. EZ3432;SPC NC - 150,112.854 594,290.153 MT 0.99987594 -0 05 49.0 EZ3432;SPC NC - 492,495.26 1,949,766.94 sFT 0.99987594 -0 05 49.0 EZ3432;UTM 17 - 3,886,012.580 666,976.956 MT 0.99994363 +1 03 13.5 EZ3432 EZ3432! - Elev Factor x Scale Factor = Combined Factor EZ3432!SPC NC - 0.99998725 x 0.99987594 = 0.99986320 EZ3432!UTM 17 - 0.99998725 x 0.99994363 = 0.99993089 EZ3432 EZ3432: Primary Azimuth Mark Grid Az EZ3432:SPC NC - GADDYS 319 10 59.0 EZ3432:UTM 17 - GADDYS 318 01 56.5 EZ3432 EZ3432|---------------------------------------------------------------------| EZ3432| PID Reference Object Distance Geod. Az | EZ3432| dddmmss.s | EZ3432| EZ3435 GADDYS APPROX. 3.1 KM 3190510.0 | EZ3432|---------------------------------------------------------------------| EZ3432 EZ3432 SUPERSEDED SURVEY CONTROL EZ3432 EZ3432 NAD 27 - 35 06 10.58280(N) 079 10 05.52270(W) AD( ) 3 EZ3432 EZ3432.Superseded values are not recommended for survey control. EZ3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3432.See file dsdata.txt to determine how the superseded data were derived. EZ3432 EZ3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6697786013(NAD 83) EZ3432_MARKER: DS = TRIANGULATION STATION DISK EZ3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3432_STAMPING: COLEMAN 1947 EZ3432_MARK LOGO: CGS EZ3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3432+STABILITY: SURFACE MOTION EZ3432 EZ3432 HISTORY - Date Condition Report By EZ3432 HISTORY - 1947 MONUMENTED CGS EZ3432 HISTORY - 1948 MARK NOT FOUND AMS EZ3432 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3432 EZ3432 STATION DESCRIPTION EZ3432 EZ3432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3432'ON FORT BRAGG RESERVATION, IN THE COLEMAN IMPACT AREA, ABOUT EZ3432'0.65 MILE SOUTH OF THE INTERSECTION OF MORGANTON AND COLEMAN EZ3432'ROADS, ABOUT 1.2 MILES E OF MAIL ROUTE ON SOUTH END OF A FLAT EZ3432'RIDGE. TO REACH FROM FORT BRAGG, GO W ON LONGSTREET ROAD TO EZ3432'JUNCTION WITH COLEMAN ROAD AT THE SOUTH END OF THE RAY JUMP EZ3432'FIELD. TURN LEFT, SW, ON COLEMAN ROAD AND GO ABOUT 1.6 MILES EZ3432'TO JUNCTION WITH MORGANTON ROAD. TURN LEFT, E, ON MORGANTON EZ3432'ROAD AND GO ABOUT 50 YARDS TO A TRAIL ROAD RIGHT. TURN RIGHT EZ3432'AND FOLLOW TRAIL ROAD FOR ABOUT 0.65 MILE. STATION LIES EZ3432'ABOUT 15 YARDS W OF ROAD AND ABOUT 15 YARDS S OF A SAND BUNKER. EZ3432' EZ3432'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED---COLEMAN EZ3432'1947---, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE EZ3432'MONUMENT FLUSH WITH THE GROUND. EZ3432 EZ3432 STATION RECOVERY (1948) EZ3432 EZ3432'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3432'STATION CANNOT BE LOCATED. SAND BUNKER FOUND BUT NO STATION. EZ3432 EZ3432 STATION RECOVERY (2004) EZ3432 EZ3432'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJD) EZ3432'MARK IS LOCATED IN AN IMPACT AREA ON FT BRAGG AND IS NOT ACCESSIBLE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3823 *********************************************************************** EB3823 DESIGNATION - CULBRETH EB3823 PID - EB3823 EB3823 STATE/COUNTY- NC/HOKE EB3823 USGS QUAD - RAEFORD (1982) EB3823 EB3823 *CURRENT SURVEY CONTROL EB3823 ___________________________________________________________________ EB3823* NAD 83(1986)- 34 56 14.07847(N) 079 13 02.19798(W) ADJUSTED EB3823* NAVD 88 - 73.1 (meters) 240. (feet) VERTCON EB3823 ___________________________________________________________________ EB3823 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EB3823 GEOID HEIGHT- -32.76 (meters) GEOID03 EB3823 EB3823 HORZ ORDER - SECOND EB3823 EB3823.The North Carolina HARNS have been completed but, EB3823.due to contractual restrictions, coordinates for these stations EB3823.will NOT be published in the near future. In the interim, the EB3823.published coordinates in North Carolina will not be EB3823.consistent with the Continuously Operating Reference Stations EB3823.(CORS). The HARN coordinates for these stations are available EB3823.upon request. Contact Gary Thompson(919-733-3836). EB3823. EB3823.In addition, the published North Carolina positions EB3823.(NAD 83 (1986)) are NOT consistent with those determined in EB3823.adjacent state readjustments. The discontinuity between stations EB3823.located in North Carolina and those in adjacent states EB3823.which have been adjusted to the HARN may be as much as 5 EB3823.decimeters. This will result in a significant loss of accuracy EB3823.over lines crossing such state borders. EB3823 EB3823 EB3823.The horizontal coordinates were established by classical geodetic methods EB3823.and adjusted by the National Geodetic Survey in April 1991. EB3823 EB3823.The NAVD 88 height was computed by applying the VERTCON shift value to EB3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3823 EB3823.The Laplace correction was computed from DEFLEC99 derived deflections. EB3823 EB3823.The geoid height was determined by GEOID03. EB3823 EB3823; North East Units Scale Factor Converg. EB3823;SPC NC - 131,723.011 589,753.497 MT 0.99988757 -0 07 31.5 EB3823;SPC NC - 432,161.25 1,934,882.93 sFT 0.99988757 -0 07 31.5 EB3823;UTM 17 - 3,867,534.493 662,809.622 MT 0.99992670 +1 01 16.1 EB3823 EB3823! - Elev Factor x Scale Factor = Combined Factor EB3823!SPC NC - 0.99999367 x 0.99988757 = 0.99988124 EB3823!UTM 17 - 0.99999367 x 0.99992670 = 0.99992037 EB3823 EB3823 SUPERSEDED SURVEY CONTROL EB3823 EB3823 NGVD 29 (04/22/91) 73.4 (m) 241. (f) VERT ANG EB3823 EB3823.Superseded values are not recommended for survey control. EB3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3823.See file dsdata.txt to determine how the superseded data were derived. EB3823 EB3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6281067534(NAD 83) EB3823_MARKER: DE = TRAVERSE STATION DISK EB3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3823_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3823_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3823+STABILITY: SURFACE MOTION EB3823 EB3823 HISTORY - Date Condition Report By EB3823 HISTORY - 1978 MONUMENTED NCGS EB3823 EB3823 STATION DESCRIPTION EB3823 EB3823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3823'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTH OF RAEFORD AND EB3823'9.6 MILES EAST-NORTHEAST OF WAGRAM. EB3823' EB3823'TO REACH STATION FROM INTERSECTION OF MAIN STREET NC 211 WITH HARRIS EB3823'AVENUE US 401 BUSNESS IN RAEFORD, PROCEED SOUTH ALONG NC 211 FOR 2.85 EB3823'MILES TO STATION IN LEFT ROAD SHOULDER ON PROLONGATION OF CENTER OF EB3823'PAVED ROAD LEADING WEST TO CULBRETH MOBILE HOME ESTATES AND 0.7 MILE EB3823'NORTH OF SR 1138 AND SR 1001 CROSSROAD. EB3823' EB3823'STATION MARK IS A STANDARD DISK STAMPED---CULBRETH 1978---SET IN TOP EB3823'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3823'SURFACE. THE MARK IS 20.0 FEET EAST OF CENTER OF INTERSECTION, 122.8 EB3823'FEET NORTH OF EAST END OF CULVERT UNDER HIGHWAY, 14.8 FEET WEST OF EB3823'POWER POLE 3008 WITH REFERENCE TAG, 124.1 FEET SOUTH-SOUTHEAST OF EB3823'SPEED LIMIT SIGN POST WITH REFERENCE TAG AND 76.4 FEET NORTHEAST OF EB3823'TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3433 *********************************************************************** EZ3433 DESIGNATION - DEE EZ3433 PID - EZ3433 EZ3433 STATE/COUNTY- NC/HOKE EZ3433 USGS QUAD - NICHOLSON CREEK (1982) EZ3433 EZ3433 *CURRENT SURVEY CONTROL EZ3433 ___________________________________________________________________ EZ3433* NAD 83(1986)- 35 07 15.60391(N) 079 14 11.25414(W) ADJUSTED EZ3433* NAVD 88 - 139. (meters) 456. (feet) SCALED EZ3433 ___________________________________________________________________ EZ3433 LAPLACE CORR- -4.63 (seconds) DEFLEC99 EZ3433 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ3433 EZ3433 HORZ ORDER - THIRD EZ3433 EZ3433.The North Carolina HARNS have been completed but, EZ3433.due to contractual restrictions, coordinates for these stations EZ3433.will NOT be published in the near future. In the interim, the EZ3433.published coordinates in North Carolina will not be EZ3433.consistent with the Continuously Operating Reference Stations EZ3433.(CORS). The HARN coordinates for these stations are available EZ3433.upon request. Contact Gary Thompson(919-733-3836). EZ3433. EZ3433.In addition, the published North Carolina positions EZ3433.(NAD 83 (1986)) are NOT consistent with those determined in EZ3433.adjacent state readjustments. The discontinuity between stations EZ3433.located in North Carolina and those in adjacent states EZ3433.which have been adjusted to the HARN may be as much as 5 EZ3433.decimeters. This will result in a significant loss of accuracy EZ3433.over lines crossing such state borders. EZ3433 EZ3433 EZ3433.The horizontal coordinates were established by classical geodetic methods EZ3433.and adjusted by the National Geodetic Survey in July 1986. EZ3433 EZ3433.The orthometric height was scaled from a topographic map. EZ3433 EZ3433.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3433 EZ3433.The geoid height was determined by GEOID03. EZ3433 EZ3433; North East Units Scale Factor Converg. EZ3433;SPC NC - 152,110.735 588,049.802 MT 0.99987518 -0 08 11.3 EZ3433;SPC NC - 499,049.97 1,929,293.39 sFT 0.99987518 -0 08 11.3 EZ3433;UTM 17 - 3,887,884.811 660,697.385 MT 0.99991826 +1 00 53.2 EZ3433 EZ3433! - Elev Factor x Scale Factor = Combined Factor EZ3433!SPC NC - 0.99998329 x 0.99987518 = 0.99985847 EZ3433!UTM 17 - 0.99998329 x 0.99991826 = 0.99990155 EZ3433 EZ3433: Primary Azimuth Mark Grid Az EZ3433:SPC NC - BLUES 177 55 08.5 EZ3433:UTM 17 - BLUES 176 46 04.0 EZ3433 EZ3433|---------------------------------------------------------------------| EZ3433| PID Reference Object Distance Geod. Az | EZ3433| dddmmss.s | EZ3433| EZ3431 BLUES APPROX. 3.1 KM 1774657.2 | EZ3433| EZ5555 DEE RM 1 23.884 METERS 30219 | EZ3433|---------------------------------------------------------------------| EZ3433 EZ3433 SUPERSEDED SURVEY CONTROL EZ3433 EZ3433 NAD 27 - 35 07 15.00640(N) 079 14 12.14520(W) AD( ) 3 EZ3433 EZ3433.Superseded values are not recommended for survey control. EZ3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3433.See file dsdata.txt to determine how the superseded data were derived. EZ3433 EZ3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6069787885(NAD 83) EZ3433_MARKER: DS = TRIANGULATION STATION DISK EZ3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3433 EZ3433 HISTORY - Date Condition Report By EZ3433 HISTORY - 1947 MONUMENTED CGS EZ3433 HISTORY - 1948 GOOD AMS EZ3433 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3433 EZ3433 STATION DESCRIPTION EZ3433 EZ3433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3433'ON FORT BRAGG RESERVATION, ON THE POINT OF A RIDGE, ON THE EZ3433'EAST SIDE OF JUNIPER CREEK, ABOUT 1500 YARDS S OF LONGSTREET EZ3433'ROAD AND ABOUT 1150 YARDS W OF RAEFORD AND VASS ROAD. TO REACH EZ3433'FROM FORT BRAGG, GO W ON LONGSTREET TO JUNCTION WITH RAEFORD EZ3433'AND VASS ROAD. TURN LEFT, SOUTH, ON RAEFORD AND VASS ROAD EZ3433'AND GO ABOUT 0.80 MILE TO TRACK ROAD RIGHT. TURN RIGHT AND EZ3433'FOLLOW TRACK ROAD ABOUT 0.7 MILE TO TOP OF RIDGE AND STATION. EZ3433' EZ3433'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED EZ3433'DEE-1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3433'CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3433' EZ3433'R. M. NO. 1, NW OF STATION AND ABOUT 3 FEET LOWER, IS THE EZ3433'CENTER OF THE BASE OF A 50 MM SHELL CASE IMBEDDED IN THE TOP EZ3433'OF A 6 IN X 6 IN CONCRETE MONUMENT, INSCRIBED FAB-OP-1, EZ3433'PROJECTING ABOUT 1 FOOT. HORIZONTAL DISTANCE FROM STATION EZ3433'78.358 FEET. EZ3433 EZ3433 STATION RECOVERY (1948) EZ3433 EZ3433'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3433'STATION RECOVERED IN GOOD CONDITION. EZ3433 EZ3433 STATION RECOVERY (2004) EZ3433 EZ3433'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEK) EZ3433'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3832 *********************************************************************** EB3832 DESIGNATION - DIXIE EB3832 PID - EB3832 EB3832 STATE/COUNTY- NC/HOKE EB3832 USGS QUAD - RED SPRINGS (1974) EB3832 EB3832 *CURRENT SURVEY CONTROL EB3832 ___________________________________________________________________ EB3832* NAD 83(1986)- 34 52 08.43791(N) 079 12 06.91790(W) ADJUSTED EB3832* NAVD 88 - 69.0 (meters) 226. (feet) VERTCON EB3832 ___________________________________________________________________ EB3832 LAPLACE CORR- -3.63 (seconds) DEFLEC99 EB3832 GEOID HEIGHT- -32.90 (meters) GEOID03 EB3832 EB3832 HORZ ORDER - SECOND EB3832 EB3832.The North Carolina HARNS have been completed but, EB3832.due to contractual restrictions, coordinates for these stations EB3832.will NOT be published in the near future. In the interim, the EB3832.published coordinates in North Carolina will not be EB3832.consistent with the Continuously Operating Reference Stations EB3832.(CORS). The HARN coordinates for these stations are available EB3832.upon request. Contact Gary Thompson(919-733-3836). EB3832. EB3832.In addition, the published North Carolina positions EB3832.(NAD 83 (1986)) are NOT consistent with those determined in EB3832.adjacent state readjustments. The discontinuity between stations EB3832.located in North Carolina and those in adjacent states EB3832.which have been adjusted to the HARN may be as much as 5 EB3832.decimeters. This will result in a significant loss of accuracy EB3832.over lines crossing such state borders. EB3832 EB3832 EB3832.The horizontal coordinates were established by classical geodetic methods EB3832.and adjusted by the National Geodetic Survey in April 1991. EB3832 EB3832.The NAVD 88 height was computed by applying the VERTCON shift value to EB3832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3832 EB3832.The Laplace correction was computed from DEFLEC99 derived deflections. EB3832 EB3832.The geoid height was determined by GEOID03. EB3832 EB3832; North East Units Scale Factor Converg. EB3832;SPC NC - 124,151.148 591,140.792 MT 0.99989477 -0 06 59.6 EB3832;SPC NC - 407,319.22 1,939,434.42 sFT 0.99989477 -0 06 59.6 EB3832;UTM 17 - 3,859,991.590 664,348.092 MT 0.99993291 +1 01 41.5 EB3832 EB3832! - Elev Factor x Scale Factor = Combined Factor EB3832!SPC NC - 0.99999433 x 0.99989477 = 0.99988910 EB3832!UTM 17 - 0.99999433 x 0.99993291 = 0.99992724 EB3832 EB3832 SUPERSEDED SURVEY CONTROL EB3832 EB3832 NGVD 29 (04/22/91) 69.3 (m) 227. (f) VERT ANG EB3832 EB3832.Superseded values are not recommended for survey control. EB3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3832.See file dsdata.txt to determine how the superseded data were derived. EB3832 EB3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6434859992(NAD 83) EB3832_MARKER: DE = TRAVERSE STATION DISK EB3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3832_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3832_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3832+STABILITY: SURFACE MOTION EB3832 EB3832 HISTORY - Date Condition Report By EB3832 HISTORY - 1977 MONUMENTED NCGS EB3832 EB3832 STATION DESCRIPTION EB3832 EB3832'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3832'THE STATION IS LOCATED APPROXIMATELY 7.6 MILES SOUTH OF RAEFORD AND EB3832'3.8 MILES NORTH-NORTHWEST OF RED SPRINGS. EB3832' EB3832'TO REACH STATION FROM NC 211 AND SR 1105 CROSSROAD AT ANTIOCH, PROCEED EB3832'SOUTH ALONG NC 211 FOR 1.25 MILES TO STATION ON RIGH BETWEEN TWO PINE EB3832'TREES OPPOSITE THE SIDE ENTRANCE TO A RESIDENCE AND 0.15 MILE SOUTH EB3832'OF SR 1447 LEADING EAST. EB3832' EB3832'STATION MARK IS A STANDARD DISK STAMPED---DIXIE 1977---SET IN THE TOP EB3832'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EB3832'THE MARK IS 20.4 FEET WEST OF CENTERLINE OF NC 211, 69.1 FEET EB3832'SOUTHWEST OF NORTHWEST CORNER OF WHITE FRAME HOUSE, 5.7 FEET SOUTHEAST EB3832'OF A 10 INCH PINE WITH REFERENCE TAG, 4.7 FEET NORTH-NORTHEAST OF A EB3832'14 INCH PINE WITH REFERENCE TAG AND 32.8 FEET NORTH OF A 20 INCH GUM EB3832'WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2715 *********************************************************************** EZ2715 DESIGNATION - EXXON EZ2715 PID - EZ2715 EZ2715 STATE/COUNTY- NC/HOKE EZ2715 USGS QUAD - CLIFDALE (1982) EZ2715 EZ2715 *CURRENT SURVEY CONTROL EZ2715 ___________________________________________________________________ EZ2715* NAD 83(1986)- 35 01 53.87799(N) 079 07 14.82953(W) ADJUSTED EZ2715* NAVD 88 - 80.205 (meters) 263.14 (feet) ADJUSTED EZ2715 ___________________________________________________________________ EZ2715 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EZ2715 GEOID HEIGHT- -32.85 (meters) GEOID03 EZ2715 DYNAMIC HT - 80.131 (meters) 262.90 (feet) COMP EZ2715 MODELED GRAV- 979,709.7 (mgal) NAVD 88 EZ2715 EZ2715 HORZ ORDER - SECOND EZ2715 VERT ORDER - SECOND CLASS II EZ2715 EZ2715.The North Carolina HARNS have been completed but, EZ2715.due to contractual restrictions, coordinates for these stations EZ2715.will NOT be published in the near future. In the interim, the EZ2715.published coordinates in North Carolina will not be EZ2715.consistent with the Continuously Operating Reference Stations EZ2715.(CORS). The HARN coordinates for these stations are available EZ2715.upon request. Contact Gary Thompson(919-733-3836). EZ2715. EZ2715.In addition, the published North Carolina positions EZ2715.(NAD 83 (1986)) are NOT consistent with those determined in EZ2715.adjacent state readjustments. The discontinuity between stations EZ2715.located in North Carolina and those in adjacent states EZ2715.which have been adjusted to the HARN may be as much as 5 EZ2715.decimeters. This will result in a significant loss of accuracy EZ2715.over lines crossing such state borders. EZ2715 EZ2715 EZ2715.The horizontal coordinates were established by classical geodetic methods EZ2715.and adjusted by the National Geodetic Survey in June 1998. EZ2715 EZ2715.The orthometric height was determined by differential leveling EZ2715.and adjusted by the National Geodetic Survey in June 1991. EZ2715 EZ2715.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2715 EZ2715.The geoid height was determined by GEOID03. EZ2715 EZ2715.The dynamic height is computed by dividing the NAVD 88 EZ2715.geopotential number by the normal gravity value computed on the EZ2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2715.degrees latitude (g = 980.6199 gals.). EZ2715 EZ2715.The modeled gravity was interpolated from observed gravity values. EZ2715 EZ2715; North East Units Scale Factor Converg. EZ2715;SPC NC - 142,178.291 598,580.460 MT 0.99987993 -0 04 11.0 EZ2715;SPC NC - 466,463.28 1,963,842.73 sFT 0.99987993 -0 04 11.0 EZ2715;UTM 17 - 3,878,165.110 671,425.939 MT 0.99996219 +1 04 44.3 EZ2715 EZ2715! - Elev Factor x Scale Factor = Combined Factor EZ2715!SPC NC - 0.99999257 x 0.99987993 = 0.99987250 EZ2715!UTM 17 - 0.99999257 x 0.99996219 = 0.99995476 EZ2715 EZ2715 SUPERSEDED SURVEY CONTROL EZ2715 EZ2715 NAVD 88 (06/16/98) 80.21 (m) 263.2 (f) LEVELING 3 EZ2715 EZ2715.Superseded values are not recommended for survey control. EZ2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2715.See file dsdata.txt to determine how the superseded data were derived. EZ2715 EZ2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7142678165(NAD 83) EZ2715_MARKER: DE = TRAVERSE STATION DISK EZ2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2715_SP_SET: CONCRETE POST EZ2715_STAMPING: EXXON 1981 EZ2715_MARK LOGO: NCGS EZ2715_PROJECTION: RECESSED 10 CENTIMETERS EZ2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2715+STABILITY: SURFACE MOTION EZ2715 EZ2715 HISTORY - Date Condition Report By EZ2715 HISTORY - 1981 MONUMENTED NCGS EZ2715 HISTORY - 1985 GOOD USPSQD EZ2715 HISTORY - 20040424 MARK NOT FOUND USPSQD EZ2715 EZ2715 STATION DESCRIPTION EZ2715 EZ2715'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2715'4.2 MI NW FROM ROCKFISH. EZ2715'ALONG US 401, 3.8 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2715'BYPASS NORTHEAST OF RAEFORD, AT INTERSECTION WITH SR 1413, IN EZ2715'HIGHWAY SHOULDER ON PROLONGATION OF CENTERLINE OF ROAD, AND EZ2715'APPROXIMATELY 175 FEET NORTHWEST OF JIMMYS EXXON STATION AND GROCERY, EZ2715'33.3 FEET NORTH OF INTERSECTION OF HIGHWAY AND ROAD, 42.6 FEET EAST EZ2715'OF HIGHWAY SIGN POST WITH REFERENCE TAG, 59.7 FEET WEST OF PEDESTAL, EZ2715'31.7 FEET SOUTH-SOUTHWEST OF 10 INCH PINE WITH REFERENCE TAG AND 45.4 EZ2715'FEET SOUTH-SOUTHEAST OF 12 INCH PINE WITH REFERENCE TAG. EZ2715'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2715 EZ2715 STATION RECOVERY (1985) EZ2715 EZ2715'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2715'RECOVERED IN GOOD CONDITION. EZ2715 EZ2715 STATION RECOVERY (2004) EZ2715 EZ2715'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCT) EZ2715'NO SERVICE STATION. NO REFERENCE MARKS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3434 *********************************************************************** EZ3434 DESIGNATION - FINLAYSON EZ3434 PID - EZ3434 EZ3434 STATE/COUNTY- NC/HOKE EZ3434 USGS QUAD - NICHOLSON CREEK (1982) EZ3434 EZ3434 *CURRENT SURVEY CONTROL EZ3434 ___________________________________________________________________ EZ3434* NAD 83(1986)- 35 04 27.00491(N) 079 11 22.77682(W) ADJUSTED EZ3434* NAVD 88 - 151. (meters) 495. (feet) SCALED EZ3434 ___________________________________________________________________ EZ3434 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EZ3434 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ3434 EZ3434 HORZ ORDER - SECOND EZ3434 EZ3434.The North Carolina HARNS have been completed but, EZ3434.due to contractual restrictions, coordinates for these stations EZ3434.will NOT be published in the near future. In the interim, the EZ3434.published coordinates in North Carolina will not be EZ3434.consistent with the Continuously Operating Reference Stations EZ3434.(CORS). The HARN coordinates for these stations are available EZ3434.upon request. Contact Gary Thompson(919-733-3836). EZ3434. EZ3434.In addition, the published North Carolina positions EZ3434.(NAD 83 (1986)) are NOT consistent with those determined in EZ3434.adjacent state readjustments. The discontinuity between stations EZ3434.located in North Carolina and those in adjacent states EZ3434.which have been adjusted to the HARN may be as much as 5 EZ3434.decimeters. This will result in a significant loss of accuracy EZ3434.over lines crossing such state borders. EZ3434 EZ3434 EZ3434.The horizontal coordinates were established by classical geodetic methods EZ3434.and adjusted by the National Geodetic Survey in July 1986. EZ3434 EZ3434.The orthometric height was scaled from a topographic map. EZ3434 EZ3434.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3434 EZ3434.The geoid height was determined by GEOID03. EZ3434 EZ3434; North East Units Scale Factor Converg. EZ3434;SPC NC - 146,906.463 592,305.254 MT 0.99987737 -0 06 34.1 EZ3434;SPC NC - 481,975.62 1,943,254.82 sFT 0.99987737 -0 06 34.1 EZ3434;UTM 17 - 3,882,766.782 665,056.707 MT 0.99993577 +1 02 25.9 EZ3434 EZ3434! - Elev Factor x Scale Factor = Combined Factor EZ3434!SPC NC - 0.99998145 x 0.99987737 = 0.99985882 EZ3434!UTM 17 - 0.99998145 x 0.99993577 = 0.99991722 EZ3434 EZ3434: Primary Azimuth Mark Grid Az EZ3434:SPC NC - BLUES 296 38 12.6 EZ3434:UTM 17 - BLUES 295 29 12.6 EZ3434 EZ3434|---------------------------------------------------------------------| EZ3434| PID Reference Object Distance Geod. Az | EZ3434| dddmmss.s | EZ3434| EZ3431 BLUES APPROX. 4.6 KM 2963138.5 | EZ3434|---------------------------------------------------------------------| EZ3434 EZ3434 SUPERSEDED SURVEY CONTROL EZ3434 EZ3434 NAD 27 - 35 04 26.40170(N) 079 11 23.66260(W) AD( ) 2 EZ3434 EZ3434.Superseded values are not recommended for survey control. EZ3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3434.See file dsdata.txt to determine how the superseded data were derived. EZ3434 EZ3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6505782767(NAD 83) EZ3434_MARKER: DD = SURVEY DISK EZ3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3434_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3434_STAMPING: ELEV. 495 FEET EZ3434_MARK LOGO: USGS EZ3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3434+STABILITY: SURFACE MOTION EZ3434 EZ3434 HISTORY - Date Condition Report By EZ3434 HISTORY - 1947 MONUMENTED USGS EZ3434 HISTORY - 1948 GOOD AMS EZ3434 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3434 EZ3434 STATION DESCRIPTION EZ3434 EZ3434'DESCRIBED BY US GEOLOGICAL SURVEY 1947 EZ3434'ON FORT BRAGG RESERVATION, ABOUT 1.2 MILES NE OF MOTT LAKE, EZ3434'ABOUT 1.1 MILES E OF NICHOLSON CREEK, ABOUT 0.2 MILE S OF EZ3434'CHICKEN ROAD ABOUT 0.15 MILE W OF MAIL ROUTE, ON TOP OF A EZ3434'HIGH POINT ON N-S RIDGE. TO REACH FROM FORT BRAGG, GO W EZ3434'ON CHICKEN ROAD TO JUNCTION WITH MAIL ROUTE. TURN LEFT, S, ON EZ3434'MAIL ROUTE AND GO ABOUT 0.15 MILE TO A TRACK ROAD RIGHT. TURN EZ3434'RIGHT ON TRACK ROAD AND GO ABOUT 0.15 MILE TO TOP OF RIDGE AND EZ3434'STATION. EZ3434' EZ3434'STATION IS A USGS BRONZE DISK STAMPED---ELEV. 495 FEET---, SET IN EZ3434'THE TOP OF A 14 IN X 14 IN CONCRETE MONUMENT PROJECTING EZ3434'6 INCHES. A 70 FOOT PERMANENT STEEL OBSERVATION TOWER SURMOUNTS EZ3434'THE STATION. EZ3434 EZ3434 STATION RECOVERY (1948) EZ3434 EZ3434'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3434'STATION RECOVERED IN GOOD CONDITION. EZ3434 EZ3434 STATION RECOVERY (2004) EZ3434 EZ3434'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEK) EZ3434'THERE IS AN ARMY CORP OF ENGINEERS MARKER AT THIS SITE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6389 *********************************************************************** EZ6389 DESIGNATION - FURN FACT EZ6389 PID - EZ6389 EZ6389 STATE/COUNTY- NC/HOKE EZ6389 USGS QUAD - PINEBLUFF (1982) EZ6389 EZ6389 *CURRENT SURVEY CONTROL EZ6389 ___________________________________________________________________ EZ6389* NAD 83(1986)- 35 04 17.05779(N) 079 25 48.19112(W) ADJUSTED EZ6389* NAVD 88 - 124.3 (meters) 408. (feet) VERTCON EZ6389 ___________________________________________________________________ EZ6389 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EZ6389 GEOID HEIGHT- -31.94 (meters) GEOID03 EZ6389 EZ6389 HORZ ORDER - SECOND EZ6389 EZ6389.The North Carolina HARNS have been completed but, EZ6389.due to contractual restrictions, coordinates for these stations EZ6389.will NOT be published in the near future. In the interim, the EZ6389.published coordinates in North Carolina will not be EZ6389.consistent with the Continuously Operating Reference Stations EZ6389.(CORS). The HARN coordinates for these stations are available EZ6389.upon request. Contact Gary Thompson(919-733-3836). EZ6389. EZ6389.In addition, the published North Carolina positions EZ6389.(NAD 83 (1986)) are NOT consistent with those determined in EZ6389.adjacent state readjustments. The discontinuity between stations EZ6389.located in North Carolina and those in adjacent states EZ6389.which have been adjusted to the HARN may be as much as 5 EZ6389.decimeters. This will result in a significant loss of accuracy EZ6389.over lines crossing such state borders. EZ6389 EZ6389 EZ6389.The horizontal coordinates were established by classical geodetic methods EZ6389.and adjusted by the National Geodetic Survey in April 1991. EZ6389 EZ6389.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6389 EZ6389.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6389 EZ6389.The geoid height was determined by GEOID03. EZ6389 EZ6389; North East Units Scale Factor Converg. EZ6389;SPC NC - 146,668.389 570,381.522 MT 0.99987752 -0 14 53.6 EZ6389;SPC NC - 481,194.54 1,871,326.71 sFT 0.99987752 -0 14 53.6 EZ6389;UTM 17 - 3,882,088.654 643,141.827 MT 0.99985252 +0 54 08.1 EZ6389 EZ6389! - Elev Factor x Scale Factor = Combined Factor EZ6389!SPC NC - 0.99998550 x 0.99987752 = 0.99986302 EZ6389!UTM 17 - 0.99998550 x 0.99985252 = 0.99983802 EZ6389 EZ6389 SUPERSEDED SURVEY CONTROL EZ6389 EZ6389 NGVD 29 (04/22/91) 124.5 (m) 408. (f) VERT ANG EZ6389 EZ6389.Superseded values are not recommended for survey control. EZ6389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6389.See file dsdata.txt to determine how the superseded data were derived. EZ6389 EZ6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4314282089(NAD 83) EZ6389_MARKER: DE = TRAVERSE STATION DISK EZ6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6389_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6389_STAMPING: FURN FACT 1978 EZ6389_MARK LOGO: NCGS EZ6389_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6389+STABILITY: SURFACE MOTION EZ6389 EZ6389 HISTORY - Date Condition Report By EZ6389 HISTORY - 1978 MONUMENTED NCGS EZ6389 HISTORY - 19930120 GOOD NCGS EZ6389 EZ6389 STATION DESCRIPTION EZ6389 EZ6389'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ6389'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTHEAST OF PINE BLUFF EZ6389'AND 4.1 MILES SOUTH OF ABERDEEN. EZ6389' EZ6389'TO REACH STATION FROM S JUNCTION OF US 15-501 AND NC211 WITH US 1 IN EZ6389'ABERDEEN, PROCEED SOUTHERLY ALONG US 15-501 FOR 4.0 MILES TO STATION EZ6389'IN LEFT ROAD SHOULDER ON PROLONGATION OF THE NORTH SIDE OF A BRICK EZ6389'AND FRAME RESIDENCE AND 0.1 MILE SOUTH OF THE HOKE MOORE COUNTY LINE. EZ6389' EZ6389'STATION MARK IS A STANDARD DISK STAMPED---FURN FACT 1978---SET IN TOP EZ6389'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EZ6389'SURFACE. THE MARK IS 23.6 FEET EAST OF CENTERLINE OF HIGHWAY, 75.8 EZ6389'FEET WEST OF NORTHWEST CORNER OF RESIDENCE, 142.1 FEET NORTH OF EZ6389'NORTHWEST CORNER OF FURNITURE FACTORY OUTLET, 186.8 FEET EZ6389'SOUTH-SOUTHWEST OF A 12 INCH SCARLET OAK, 28.2 FEET NORTHWEST OF AN 8 EZ6389'INCH MAGNOLIA, 55.2 FEET EAST-NORTHEAST OF SPEED LIMIT SIGN POST AND EZ6389'145.9 FEET NORTHEAST OF TELEPHONE CABLE POST ALL WITH REFERENCE TAGS. EZ6389 EZ6389 STATION RECOVERY (1993) EZ6389 EZ6389'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (GWT) EZ6389'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3435 *********************************************************************** EZ3435 DESIGNATION - GADDYS EZ3435 PID - EZ3435 EZ3435 STATE/COUNTY- NC/HOKE EZ3435 USGS QUAD - NICHOLSON CREEK (1982) EZ3435 EZ3435 *CURRENT SURVEY CONTROL EZ3435 ___________________________________________________________________ EZ3435* NAD 83(1986)- 35 07 27.56211(N) 079 11 25.21517(W) ADJUSTED EZ3435* NAVD 88 - 163. (meters) 535. (feet) SCALED EZ3435 ___________________________________________________________________ EZ3435 LAPLACE CORR- -4.92 (seconds) DEFLEC99 EZ3435 GEOID HEIGHT- -32.43 (meters) GEOID03 EZ3435 EZ3435 HORZ ORDER - SECOND EZ3435 EZ3435.The North Carolina HARNS have been completed but, EZ3435.due to contractual restrictions, coordinates for these stations EZ3435.will NOT be published in the near future. In the interim, the EZ3435.published coordinates in North Carolina will not be EZ3435.consistent with the Continuously Operating Reference Stations EZ3435.(CORS). The HARN coordinates for these stations are available EZ3435.upon request. Contact Gary Thompson(919-733-3836). EZ3435. EZ3435.In addition, the published North Carolina positions EZ3435.(NAD 83 (1986)) are NOT consistent with those determined in EZ3435.adjacent state readjustments. The discontinuity between stations EZ3435.located in North Carolina and those in adjacent states EZ3435.which have been adjusted to the HARN may be as much as 5 EZ3435.decimeters. This will result in a significant loss of accuracy EZ3435.over lines crossing such state borders. EZ3435 EZ3435 EZ3435.The horizontal coordinates were established by classical geodetic methods EZ3435.and adjusted by the National Geodetic Survey in July 1986. EZ3435 EZ3435.The orthometric height was scaled from a topographic map. EZ3435 EZ3435.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3435 EZ3435.The geoid height was determined by GEOID03. EZ3435 EZ3435; North East Units Scale Factor Converg. EZ3435;SPC NC - 152,470.173 592,254.154 MT 0.99987505 -0 06 35.5 EZ3435;SPC NC - 500,229.23 1,943,087.17 sFT 0.99987505 -0 06 35.5 EZ3435;UTM 17 - 3,888,328.674 664,893.882 MT 0.99993510 +1 02 29.1 EZ3435 EZ3435! - Elev Factor x Scale Factor = Combined Factor EZ3435!SPC NC - 0.99997954 x 0.99987505 = 0.99985460 EZ3435!UTM 17 - 0.99997954 x 0.99993510 = 0.99991465 EZ3435 EZ3435: Primary Azimuth Mark Grid Az EZ3435:SPC NC - POLLY RAY 097 10 07.2 EZ3435:UTM 17 - POLLY RAY 096 01 02.6 EZ3435 EZ3435|---------------------------------------------------------------------| EZ3435| PID Reference Object Distance Geod. Az | EZ3435| dddmmss.s | EZ3435| EZ5573 GADDYS RM 1 26.722 METERS 02239 | EZ3435| EZ3437 POLLY RAY APPROX. 5.7 KM 0970331.7 | EZ3435|---------------------------------------------------------------------| EZ3435 EZ3435 SUPERSEDED SURVEY CONTROL EZ3435 EZ3435 NAD 27 - 35 07 26.96970(N) 079 11 26.10580(W) AD( ) 2 EZ3435 EZ3435.Superseded values are not recommended for survey control. EZ3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3435.See file dsdata.txt to determine how the superseded data were derived. EZ3435 EZ3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6489488329(NAD 83) EZ3435_MARKER: DS = TRIANGULATION STATION DISK EZ3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3435 EZ3435 HISTORY - Date Condition Report By EZ3435 HISTORY - 1947 MONUMENTED CGS EZ3435 HISTORY - 1948 GOOD AMS EZ3435 HISTORY - 1983 MARK NOT FOUND USPSQD EZ3435 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3435 EZ3435 STATION DESCRIPTION EZ3435 EZ3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3435'ON FORT BRAGG RESERVATION, ABOUT 0.4 MILE N OF LONGSTREET EZ3435'ROAD, ON THE HIGHEST POINT OF GADDYS MTN. STATION LIES ABOUT EZ3435'50 YARDS N OF A CONCRETE DUGOUT AND ABOUT 7 YARDS NE OF A EZ3435'RANGE-LINE POLE. TO REACH FROM FORT BRAGG, GO W ON EZ3435'LONGSTREET ROAD TO JUNCTION WITH PREACHERS ROAD. CONTINUE W EZ3435'ON LONGSTREET ROAD FOR 4.45 MILES TO A TRAIL ROAD RIGHT, N. TURN EZ3435'RIGHT AND GO 0.4 MILE TO TOP OF HILL AND STATION. EZ3435' EZ3435'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED EZ3435'GADDYS-1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3435'CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3435' EZ3435'R.M. NO. 1, N OF STATION AT SAME ELEVATION, IS A STANDARD EZ3435'USC AND GS BRONZE DISK SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3435'CONCRETE MONUMENT FLUSH WITH THE GROUND. HORIZONTAL DISTANCE EZ3435'FROM STATION 87.67 FEET. EZ3435' EZ3435'NOTE--STATION GADDYS WAS PLACED IN APPROXIMATELY SAME POSITION EZ3435'AS FORMER USGS STATION, WHICH WAS A BRONZE DISK STAMPED EZ3435'ELEV. 535 FEET, SET IN THE TOP OF A 14 IN X 14 IN X 6 IN EZ3435'CONCRETE SLAB PROJECTING 6 INCHES. THE SLAB HAD BEEN POURED EZ3435'ON A ROUND CONCRETE POST 8 INCHES IN DIAMETER. IT WAS BROKEN EZ3435'OFF AT GROUND LEVEL. (FOR ADJUSTMENT PURPOSES POSITION CAN BE EZ3435'CONSIDERED THE SAME). EZ3435 EZ3435 STATION RECOVERY (1948) EZ3435 EZ3435'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3435'STATION RECOVERED IN GOOD CONDITION. EZ3435 EZ3435 STATION RECOVERY (1983) EZ3435 EZ3435'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3435'STATION IS BELIEVED DESTROYED. THE TOP OF THE MOUNTAIN AT THE EZ3435'DESCRIBED LOCATION OF THE MARKER HAS BEEN CUT DOWN 6 FEET TO 8 FEET EZ3435'TO LEVEL THE AREA FOR HELICOPTER LANDING. THE CONCRETE DUGOUT IS EZ3435'STILL INTACT, BUT THE RANGE LINE POLES HAVE BEEN REMOVED. AT THE EZ3435'DUGOUT THERE IS A US GEOLOGICAL SURVEY BM--ELEVATION ABOVE SEA EZ3435'WITH THREE NEARLY OBLITERATED STAMPED NUMBERS, THE FIRST IS 5, EZ3435'THE SECOND AND THIRD CANNOT BE DISTINGUISHED DUE TO CHOP MARKS. EZ3435'THIS BRONZE DISK IS SET IN THE TOP OF A 14 INCH BY 14 INCH CONCRETE EZ3435'SLAB PROJECTING 6 INCHES. A NON-COMMISSIONED OFFICER FROM THE EZ3435'FT. BRAGG RANGE CONTROL OFFICE ASSISTED IN THE SEARCH. A MILITARY EZ3435'MAP SHOWING STATION LOCATION WAS USED TO PINPOINT LOCATION. EZ3435 EZ3435 STATION RECOVERY (2004) EZ3435 EZ3435'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEK) EZ3435'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3439 *********************************************************************** EZ3439 DESIGNATION - GILLILAND EZ3439 PID - EZ3439 EZ3439 STATE/COUNTY- NC/HOKE EZ3439 USGS QUAD - LOBELIA (1981) EZ3439 EZ3439 *CURRENT SURVEY CONTROL EZ3439 ___________________________________________________________________ EZ3439* NAD 83(1986)- 35 11 57.05924(N) 079 14 18.54312(W) ADJUSTED EZ3439* NAVD 88 - 117. (meters) 384. (feet) SCALED EZ3439 ___________________________________________________________________ EZ3439 LAPLACE CORR- -5.14 (seconds) DEFLEC99 EZ3439 GEOID HEIGHT- -32.08 (meters) GEOID03 EZ3439 EZ3439 HORZ ORDER - SECOND EZ3439 EZ3439.The North Carolina HARNS have been completed but, EZ3439.due to contractual restrictions, coordinates for these stations EZ3439.will NOT be published in the near future. In the interim, the EZ3439.published coordinates in North Carolina will not be EZ3439.consistent with the Continuously Operating Reference Stations EZ3439.(CORS). The HARN coordinates for these stations are available EZ3439.upon request. Contact Gary Thompson(919-733-3836). EZ3439. EZ3439.In addition, the published North Carolina positions EZ3439.(NAD 83 (1986)) are NOT consistent with those determined in EZ3439.adjacent state readjustments. The discontinuity between stations EZ3439.located in North Carolina and those in adjacent states EZ3439.which have been adjusted to the HARN may be as much as 5 EZ3439.decimeters. This will result in a significant loss of accuracy EZ3439.over lines crossing such state borders. EZ3439 EZ3439 EZ3439.The horizontal coordinates were established by classical geodetic methods EZ3439.and adjusted by the National Geodetic Survey in July 1986. EZ3439 EZ3439.The orthometric height was scaled from a topographic map. EZ3439 EZ3439.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3439 EZ3439.The geoid height was determined by GEOID03. EZ3439 EZ3439; North East Units Scale Factor Converg. EZ3439;SPC NC - 160,783.847 587,886.100 MT 0.99987301 -0 08 15.5 EZ3439;SPC NC - 527,505.00 1,928,756.31 sFT 0.99987301 -0 08 15.5 EZ3439;UTM 17 - 3,896,553.256 660,359.292 MT 0.99991692 +1 00 56.1 EZ3439 EZ3439! - Elev Factor x Scale Factor = Combined Factor EZ3439!SPC NC - 0.99998671 x 0.99987301 = 0.99985972 EZ3439!UTM 17 - 0.99998671 x 0.99991692 = 0.99990363 EZ3439 EZ3439|---------------------------------------------------------------------| EZ3439| PID Reference Object Distance Geod. Az | EZ3439| dddmmss.s | EZ3439| EZ5574 GILLILAND RM 1 18.325 METERS 19436 | EZ3439|---------------------------------------------------------------------| EZ3439 EZ3439 SUPERSEDED SURVEY CONTROL EZ3439 EZ3439 NAD 27 - 35 11 56.47340(N) 079 14 19.44050(W) AD( ) 2 EZ3439 EZ3439.Superseded values are not recommended for survey control. EZ3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3439.See file dsdata.txt to determine how the superseded data were derived. EZ3439 EZ3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6035996553(NAD 83) EZ3439_MARKER: DS = TRIANGULATION STATION DISK EZ3439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3439_STAMPING: GILLILAND-1947 EZ3439_MARK LOGO: CGS EZ3439 EZ3439 HISTORY - Date Condition Report By EZ3439 HISTORY - 1947 MONUMENTED CGS EZ3439 HISTORY - 1959 SEE DESCRIPTION USE EZ3439 HISTORY - 1983 MARK NOT FOUND USPSQD EZ3439 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3439 EZ3439 STATION DESCRIPTION EZ3439 EZ3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3439'ON FORT BRAGG RESERVATION, ABOUT 1.4 MILES N OF LAKE MAC ARTHUR, EZ3439'ABOUT 1.25 MILES N OF MANCHESTER ROAD ON HIGH POINT OF RIDGE EZ3439'EXTENDING TO NORTH. TO REACH FROM FORT BRAGG, GO W ON MANCHESTER EZ3439'ROAD TO JUNCTION WITH INVERNESS ROAD AT WEST END OF A SMALL AIR EZ3439'STRIP. TURN RIGHT ON INVERNESS ROAD AND GO 0.4 MILE TO A Y ROAD EZ3439'JUNCTION. (AZIMUTH MARK IS LOCATED AT THIS JUNCTION, 15 FEET EZ3439'EAST OF CENTERLINE OF ROAD). TAKE RIGHT FORK AND GO 0.9 MILE EZ3439'TO TOP OF HILL AND STATION, 15 FEET W OF CENTERLINE OF ROAD. EZ3439'STATION IS STANDARD USC AND GS BRONZE TABLET STAMPED---GILLILAND EZ3439'1947---, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3439'CONCRETE MONUMENT, FLUSH WITH THE GROUND. EZ3439' EZ3439'R. M. NO. 1, S OF STATION AT SAME ELEVATION, IS A USGS BRONZE EZ3439'DISK, STAMPED---ELEVATION. 382 FEET---, SET IN THE TOP OF A 14 IN X EZ3439'16 IN CONCRETE BLOCK PROJECTING 6 INCHES. IT IS LOCATED 10 EZ3439'FEET W OF CENTERLINE OF ROAD. HORIZONTAL DISTANCE FROM STATION EZ3439'60.12 FEET. EZ3439' EZ3439'AZIMUTH MARK, S OF STATION, IS A 1 IN GALVANIZED IRON PIPE EZ3439'PROJECTING 16 IN SET IN A 8 IN X 8 IN CONCRETE MONUMENT FLUSH EZ3439'WITH THE GROUND. HORIZONTAL DISTANCE FROM STATION 4559.9 FEET. EZ3439 EZ3439 STATION RECOVERY (1959) EZ3439 EZ3439'RECOVERY NOTE BY US ENGINEERS 1959 EZ3439'STATION FOUND DESTROYED, LYING ALONG SIDE OF ROAD AS RESULT EZ3439'OF BULLDOZER WORK. EZ3439' EZ3439'THE LOCATION OF THE AZIMUTH MARK HAS BEEN HEAVILY PLOWED BY EZ3439'BULLDOZER, BELIEVE THE MARK HAS BEEN DESTROYED. EZ3439 EZ3439 STATION RECOVERY (1983) EZ3439 EZ3439'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3439'STATION IS BELIEVED TO HAVE BEEN DESTROYED. THERE HAS BEEN EXTENSIVE EZ3439'BULLDOZER WORK IN THE AREA AND A NEW FIREBREAK HAS BEEN CLEARED EZ3439'AT THE DESCRIBED MARKER LOCATION. A MILITARY MAP SHOWING THE EXACT EZ3439'POSITION OF THE MARKER WAS USED IN THE SEARCH. THE AZMUTH MARKER EZ3439'COULD NOT BE LOCATED. THE LOCATION HAD BEEN BULLDOZED AND AREA EZ3439'HAD BEEN USED BY TANKS AND TRACKED VEHICLES. BOTH LOCATIONS WERE EZ3439'PROBED TO A DEPTH OF 12 TO 16 INCHES IN AN ATTEMPT TO LOCATE EZ3439'MARKERS. EZ3439 EZ3439 STATION RECOVERY (2004) EZ3439 EZ3439'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJD) EZ3439'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3440 *********************************************************************** EZ3440 DESIGNATION - GILLILAND AZ MK EZ3440 PID - EZ3440 EZ3440 STATE/COUNTY- NC/HOKE EZ3440 USGS QUAD - LOBELIA (1981) EZ3440 EZ3440 *CURRENT SURVEY CONTROL EZ3440 ___________________________________________________________________ EZ3440* NAD 83(1986)- 35 11 13.71105(N) 079 14 33.70440(W) ADJUSTED EZ3440* NAVD 88 - 108. (meters) 354. (feet) SCALED EZ3440 ___________________________________________________________________ EZ3440 LAPLACE CORR- -5.07 (seconds) DEFLEC99 EZ3440 GEOID HEIGHT- -32.10 (meters) GEOID03 EZ3440 EZ3440 HORZ ORDER - SECOND EZ3440 EZ3440.The North Carolina HARNS have been completed but, EZ3440.due to contractual restrictions, coordinates for these stations EZ3440.will NOT be published in the near future. In the interim, the EZ3440.published coordinates in North Carolina will not be EZ3440.consistent with the Continuously Operating Reference Stations EZ3440.(CORS). The HARN coordinates for these stations are available EZ3440.upon request. Contact Gary Thompson(919-733-3836). EZ3440. EZ3440.In addition, the published North Carolina positions EZ3440.(NAD 83 (1986)) are NOT consistent with those determined in EZ3440.adjacent state readjustments. The discontinuity between stations EZ3440.located in North Carolina and those in adjacent states EZ3440.which have been adjusted to the HARN may be as much as 5 EZ3440.decimeters. This will result in a significant loss of accuracy EZ3440.over lines crossing such state borders. EZ3440 EZ3440 EZ3440.The horizontal coordinates were established by classical geodetic methods EZ3440.and adjusted by the National Geodetic Survey in July 1986. EZ3440 EZ3440.The orthometric height was scaled from a topographic map. EZ3440 EZ3440.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3440 EZ3440.The geoid height was determined by GEOID03. EZ3440 EZ3440; North East Units Scale Factor Converg. EZ3440;SPC NC - 159,449.054 587,499.361 MT 0.99987322 -0 08 24.3 EZ3440;SPC NC - 523,125.77 1,927,487.49 sFT 0.99987322 -0 08 24.3 EZ3440;UTM 17 - 3,895,210.892 659,999.477 MT 0.99991550 +1 00 46.3 EZ3440 EZ3440! - Elev Factor x Scale Factor = Combined Factor EZ3440!SPC NC - 0.99998813 x 0.99987322 = 0.99986135 EZ3440!UTM 17 - 0.99998813 x 0.99991550 = 0.99990363 EZ3440 EZ3440 SUPERSEDED SURVEY CONTROL EZ3440 EZ3440 NAD 27 - 35 11 13.12410(N) 079 14 34.60030(W) AD( ) 2 EZ3440 EZ3440.Superseded values are not recommended for survey control. EZ3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3440.See file dsdata.txt to determine how the superseded data were derived. EZ3440 EZ3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5999995211(NAD 83) EZ3440_MARKER: Z = SEE DESCRIPTION EZ3440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3440_SP_SET: IN SQUARE CONCRETE MONUMENT EZ3440_STAMPING: GILLILAND 1947 EZ3440_MARK LOGO: CGS EZ3440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3440+STABILITY: SURFACE MOTION EZ3440 EZ3440 HISTORY - Date Condition Report By EZ3440 HISTORY - 1947 MONUMENTED CGS EZ3440 EZ3440 STATION DESCRIPTION EZ3440 EZ3440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3440'AZIMUTH MARK, S OF STATION, IS A 1 IN GALVANIZED IRON PIPE EZ3440'PROJECTING 16 IN SET IN A 8 IN X 8 IN CONCRETE MONUMENT FLUSH EZ3440'WITH THE GROUND. HORIZONTAL DISTANCE FROM STATION 4559.9 FEET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2722 *********************************************************************** EZ2722 DESIGNATION - GREY EZ2722 PID - EZ2722 EZ2722 STATE/COUNTY- NC/HOKE EZ2722 USGS QUAD - NICHOLSON CREEK (1982) EZ2722 EZ2722 *CURRENT SURVEY CONTROL EZ2722 ___________________________________________________________________ EZ2722* NAD 83(1986)- 35 01 22.82545(N) 079 09 00.16607(W) ADJUSTED EZ2722* NAVD 88 - 80.447 (meters) 263.93 (feet) ADJUSTED EZ2722 ___________________________________________________________________ EZ2722 LAPLACE CORR- -4.52 (seconds) DEFLEC99 EZ2722 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ2722 DYNAMIC HT - 80.372 (meters) 263.69 (feet) COMP EZ2722 MODELED GRAV- 979,709.1 (mgal) NAVD 88 EZ2722 EZ2722 HORZ ORDER - SECOND EZ2722 VERT ORDER - SECOND CLASS II EZ2722 EZ2722.The North Carolina HARNS have been completed but, EZ2722.due to contractual restrictions, coordinates for these stations EZ2722.will NOT be published in the near future. In the interim, the EZ2722.published coordinates in North Carolina will not be EZ2722.consistent with the Continuously Operating Reference Stations EZ2722.(CORS). The HARN coordinates for these stations are available EZ2722.upon request. Contact Gary Thompson(919-733-3836). EZ2722. EZ2722.In addition, the published North Carolina positions EZ2722.(NAD 83 (1986)) are NOT consistent with those determined in EZ2722.adjacent state readjustments. The discontinuity between stations EZ2722.located in North Carolina and those in adjacent states EZ2722.which have been adjusted to the HARN may be as much as 5 EZ2722.decimeters. This will result in a significant loss of accuracy EZ2722.over lines crossing such state borders. EZ2722 EZ2722 EZ2722.The horizontal coordinates were established by classical geodetic methods EZ2722.and adjusted by the National Geodetic Survey in June 1998. EZ2722 EZ2722.The orthometric height was determined by differential leveling EZ2722.and adjusted by the National Geodetic Survey in June 1991. EZ2722 EZ2722.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2722 EZ2722.The geoid height was determined by GEOID03. EZ2722 EZ2722.The dynamic height is computed by dividing the NAVD 88 EZ2722.geopotential number by the normal gravity value computed on the EZ2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2722.degrees latitude (g = 980.6199 gals.). EZ2722 EZ2722.The modeled gravity was interpolated from observed gravity values. EZ2722 EZ2722; North East Units Scale Factor Converg. EZ2722;SPC NC - 141,225.104 595,909.260 MT 0.99988052 -0 05 11.8 EZ2722;SPC NC - 463,336.03 1,955,078.96 sFT 0.99988052 -0 05 11.8 EZ2722;UTM 17 - 3,877,158.491 668,774.180 MT 0.99995107 +1 03 43.0 EZ2722 EZ2722! - Elev Factor x Scale Factor = Combined Factor EZ2722!SPC NC - 0.99999252 x 0.99988052 = 0.99987304 EZ2722!UTM 17 - 0.99999252 x 0.99995107 = 0.99994359 EZ2722 EZ2722 SUPERSEDED SURVEY CONTROL EZ2722 EZ2722 NAVD 88 (06/16/98) 80.45 (m) 263.9 (f) LEVELING 3 EZ2722 EZ2722.Superseded values are not recommended for survey control. EZ2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2722.See file dsdata.txt to determine how the superseded data were derived. EZ2722 EZ2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6877477158(NAD 83) EZ2722_MARKER: DE = TRAVERSE STATION DISK EZ2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2722_SP_SET: CONCRETE POST EZ2722_STAMPING: GREY 1981 EZ2722_MARK LOGO: NCGS EZ2722_PROJECTION: RECESSED 13 CENTIMETERS EZ2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2722+STABILITY: SURFACE MOTION EZ2722 EZ2722 HISTORY - Date Condition Report By EZ2722 HISTORY - 1981 MONUMENTED NCGS EZ2722 HISTORY - 1985 GOOD USPSQD EZ2722 EZ2722 STATION DESCRIPTION EZ2722 EZ2722'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2722'5.2 MI NE FROM RAEFORD. EZ2722'ALONG US 401, 2.0 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2722'BYPASS NORTHEAST OF RAEFORD, AND 0.35 MILE NORTHEAST OF FRIENDSHIP EZ2722'GROVE CHURCH IN HIGHWAY SHOULDER AT INTERSECTION WITH A DIRT DRIVE EZ2722'NORTH TO TWO STORY FRAME HOUSE AND ON PROLONGATION OF THE SOUTHWEST EZ2722'SIDE OF THE HOUSE, 20.1 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, EZ2722'43.6 FEET EAST-NORTHEAST OF EAST END OF DRIVEWAY CULVERT, 91.8 FEET EZ2722'SOUTHEAST OF SOUTH CORNER OF HOUSE, 35.6 FEET EAST-SOUTHEAST OF 12 EZ2722'INCH OAK WITH REFERENCE TAG AND 67.4 FEET SOUTH-SOUTHWEST OF 18 INCH EZ2722'OAK WITH REFERENCE TAG. EZ2722'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2722 EZ2722 STATION RECOVERY (1985) EZ2722 EZ2722'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2722'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1734 *********************************************************************** EB1734 DESIGNATION - HIGH EB1734 PID - EB1734 EB1734 STATE/COUNTY- NC/HOKE EB1734 USGS QUAD - RAEFORD (1982) EB1734 EB1734 *CURRENT SURVEY CONTROL EB1734 ___________________________________________________________________ EB1734* NAD 83(1986)- 34 58 31.17648(N) 079 14 14.11101(W) ADJUSTED EB1734* NAVD 88 - 78.034 (meters) 256.02 (feet) ADJUSTED EB1734 ___________________________________________________________________ EB1734 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EB1734 GEOID HEIGHT- -32.65 (meters) GEOID03 EB1734 DYNAMIC HT - 77.962 (meters) 255.78 (feet) COMP EB1734 MODELED GRAV- 979,707.7 (mgal) NAVD 88 EB1734 EB1734 HORZ ORDER - SECOND EB1734 VERT ORDER - SECOND CLASS II EB1734 EB1734.The North Carolina HARNS have been completed but, EB1734.due to contractual restrictions, coordinates for these stations EB1734.will NOT be published in the near future. In the interim, the EB1734.published coordinates in North Carolina will not be EB1734.consistent with the Continuously Operating Reference Stations EB1734.(CORS). The HARN coordinates for these stations are available EB1734.upon request. Contact Gary Thompson(919-733-3836). EB1734. EB1734.In addition, the published North Carolina positions EB1734.(NAD 83 (1986)) are NOT consistent with those determined in EB1734.adjacent state readjustments. The discontinuity between stations EB1734.located in North Carolina and those in adjacent states EB1734.which have been adjusted to the HARN may be as much as 5 EB1734.decimeters. This will result in a significant loss of accuracy EB1734.over lines crossing such state borders. EB1734 EB1734 EB1734.The horizontal coordinates were established by classical geodetic methods EB1734.and adjusted by the National Geodetic Survey in June 1998. EB1734 EB1734.The orthometric height was determined by differential leveling EB1734.and adjusted by the National Geodetic Survey in June 1991. EB1734 EB1734.The Laplace correction was computed from DEFLEC99 derived deflections. EB1734 EB1734.The geoid height was determined by GEOID03. EB1734 EB1734.The dynamic height is computed by dividing the NAVD 88 EB1734.geopotential number by the normal gravity value computed on the EB1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1734.degrees latitude (g = 980.6199 gals.). EB1734 EB1734.The modeled gravity was interpolated from observed gravity values. EB1734 EB1734; North East Units Scale Factor Converg. EB1734;SPC NC - 135,951.589 587,938.854 MT 0.99988416 -0 08 13.0 EB1734;SPC NC - 446,034.50 1,928,929.39 sFT 0.99988416 -0 08 13.0 EB1734;UTM 17 - 3,871,726.052 660,910.621 MT 0.99991912 +1 00 38.4 EB1734 EB1734! - Elev Factor x Scale Factor = Combined Factor EB1734!SPC NC - 0.99999288 x 0.99988416 = 0.99987704 EB1734!UTM 17 - 0.99999288 x 0.99991912 = 0.99991200 EB1734 EB1734 SUPERSEDED SURVEY CONTROL EB1734 EB1734 NAVD 88 (06/16/98) 78.04 (m) 256.0 (f) LEVELING 3 EB1734 EB1734.Superseded values are not recommended for survey control. EB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1734.See file dsdata.txt to determine how the superseded data were derived. EB1734 EB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6091171726(NAD 83) EB1734_MARKER: DE = TRAVERSE STATION DISK EB1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1734_SP_SET: CONCRETE POST EB1734_STAMPING: HIGH 1981 EB1734_MARK LOGO: NCGS EB1734_PROJECTION: RECESSED 3 CENTIMETERS EB1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1734+STABILITY: SURFACE MOTION EB1734 EB1734 HISTORY - Date Condition Report By EB1734 HISTORY - 1981 MONUMENTED NCGS EB1734 HISTORY - 1985 GOOD USPSQD EB1734 EB1734 STATION DESCRIPTION EB1734 EB1734'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1734'IN RAEFORD. EB1734'IN WEST RAEFORD AT INTERSECTION OF US 401 BUSINESS WITH BYPASS, EB1734'ON NORTHWEST SIDE OF HOKE COUNTY HIGH SCHOOL AND APPROXIMATELY 250 EB1734'FEET SOUTH-SOUTHWEST OF THE SHORT STOP SELF SERVICE GAS STATION, EB1734'35.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF US 401 BUSINESS, 71.9 EB1734'FEET SOUTHWEST OF WEST END OF SCHOOL ROAD CULVERT, 56.1 FEET NORTHEAST EB1734'OF POWER POLE WITH REFERENCE TAG, 141.1 FEET WEST OF NORTH END OF EB1734'BRICK WALL AT SCHOOL AUTOMOTIVE REPAIR SHOP AND 147.4 FEET NORTH OF EB1734'SOUTH END OF SAME WALL. EB1734'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1734 EB1734 STATION RECOVERY (1985) EB1734 EB1734'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1734'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2576 *********************************************************************** EB2576 DESIGNATION - HODGIN EB2576 PID - EB2576 EB2576 STATE/COUNTY- NC/HOKE EB2576 USGS QUAD - RAEFORD (1982) EB2576 EB2576 *CURRENT SURVEY CONTROL EB2576 ___________________________________________________________________ EB2576* NAD 83(1986)- 34 54 17.25043(N) 079 12 42.11000(W) ADJUSTED EB2576* NAVD 88 - 68.53 (+/-2cm) 224.8 (feet) VERTCON EB2576 ___________________________________________________________________ EB2576 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB2576 GEOID HEIGHT- -32.83 (meters) GEOID03 EB2576 EB2576 HORZ ORDER - FIRST EB2576 VERT ORDER - THIRD ? (See Below) EB2576 EB2576.The North Carolina HARNS have been completed but, EB2576.due to contractual restrictions, coordinates for these stations EB2576.will NOT be published in the near future. In the interim, the EB2576.published coordinates in North Carolina will not be EB2576.consistent with the Continuously Operating Reference Stations EB2576.(CORS). The HARN coordinates for these stations are available EB2576.upon request. Contact Gary Thompson(919-733-3836). EB2576. EB2576.In addition, the published North Carolina positions EB2576.(NAD 83 (1986)) are NOT consistent with those determined in EB2576.adjacent state readjustments. The discontinuity between stations EB2576.located in North Carolina and those in adjacent states EB2576.which have been adjusted to the HARN may be as much as 5 EB2576.decimeters. This will result in a significant loss of accuracy EB2576.over lines crossing such state borders. EB2576 EB2576 EB2576.The horizontal coordinates were established by classical geodetic methods EB2576.and adjusted by the National Geodetic Survey in July 1986. EB2576 EB2576.The NAVD 88 height was computed by applying the VERTCON shift value to EB2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2576.The vertical order pertains to the NGVD 29 superseded value. EB2576 EB2576.The Laplace correction was computed from DEFLEC99 derived deflections. EB2576 EB2576.The geoid height was determined by GEOID03. EB2576 EB2576; North East Units Scale Factor Converg. EB2576;SPC NC - 128,122.095 590,255.537 MT 0.99989082 -0 07 19.9 EB2576;SPC NC - 420,347.24 1,936,530.04 sFT 0.99989082 -0 07 19.9 EB2576;UTM 17 - 3,863,944.200 663,383.612 MT 0.99992901 +1 01 24.7 EB2576 EB2576! - Elev Factor x Scale Factor = Combined Factor EB2576!SPC NC - 0.99999440 x 0.99989082 = 0.99988522 EB2576!UTM 17 - 0.99999440 x 0.99992901 = 0.99992341 EB2576 EB2576: Primary Azimuth Mark Grid Az EB2576:SPC NC - HODGIN AZ MK 148 45 00.2 EB2576:UTM 17 - HODGIN AZ MK 147 36 15.6 EB2576 EB2576|---------------------------------------------------------------------| EB2576| PID Reference Object Distance Geod. Az | EB2576| dddmmss.s | EB2576| EB3349 HODGIN RM 1 31.222 METERS 03439 | EB2576| EB3348 HODGIN AZ MK 1483740.3 | EB2576| EB2571 RED SPRINGS MUNICIPAL TANK APPROX.10.3 KM 1653022.1 | EB2576| EB2572 RED SPRINGS ROBBINS MILLS TANK APPROX.10.8 KM 1745918.9 | EB2576| EB3350 HODGIN RM 2 35.887 METERS 27950 | EB2576| EB3351 HODGIN RM 3 29.255 METERS 32425 | EB2576|---------------------------------------------------------------------| EB2576 EB2576 SUPERSEDED SURVEY CONTROL EB2576 EB2576 NAD 27 - 34 54 16.67200(N) 079 12 42.96400(W) AD( ) 1 EB2576 NGVD 29 (07/19/86) 68.80 (m) 225.7 (f) LEVELING 3 EB2576 EB2576.Superseded values are not recommended for survey control. EB2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2576.See file dsdata.txt to determine how the superseded data were derived. EB2576 EB2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6338463944(NAD 83) EB2576_MARKER: DS = TRIANGULATION STATION DISK EB2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2576_STAMPING: HODGIN 1949 EB2576_MARK LOGO: CGS EB2576_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2576+STABILITY: SURFACE MOTION EB2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB2576+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001 EB2576 EB2576 HISTORY - Date Condition Report By EB2576 HISTORY - 1949 MONUMENTED CGS EB2576 HISTORY - 1963 GOOD USGS EB2576 HISTORY - 1971 GOOD NGS EB2576 HISTORY - 1978 GOOD NCGS EB2576 HISTORY - 1986 GOOD USPSQD EB2576 HISTORY - 20010426 SEE DESCRIPTION NCGS EB2576 EB2576 STATION DESCRIPTION EB2576 EB2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2576'STATION IS LOCATED 9 MILES NORTHWEST OF RED SPRINGS AND 6 MILES EB2576'SOUTH OF RAEFORD IN THE NORTHWEST ANGLE OF THE INTERSECTION OF EB2576'STATE HIGHWAY 211 AND A DIRT T-ROAD, WEST. IT IS 98 FEET EB2576'NORTHWEST OF THE INTERSECTION, 35 FEET WEST OF THE CENTER OF EB2576'THE HIGHWAY, 26 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND EB2576'9 FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 EB2576'INCHES AND THE DISK IS STAMPED HODGIN 1949. EB2576' EB2576'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE CENTER OF THE EB2576'HIGHWAY AND 7 FEET NORTH OF THE CENTER OF AN ENTRANCE EB2576'DRIVE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EB2576'HODGIN NO 1 1949. EB2576' EB2576'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF THE CENTER OF THE EB2576'DIRT ROAD. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EB2576'HODGIN NO 2 1949. EB2576' EB2576'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF THE HIGHWAY AND EB2576'2 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 EB2576'INCHES AND THE DISK IS STAMPED HODGIN 1949. EB2576' EB2576'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 211 EB2576'AND U.S. HIGHWAY 15A IN RAEFORD GO SOUTH ON HIGHWAY 211 FOR 5.2 EB2576'MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR EB2576'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. EB2576' EB2576'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS. EB2576 EB2576 STATION RECOVERY (1963) EB2576 EB2576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 EB2576'STATION MARK WAS FOUND IN GOOD CONDITION 3 IN BELOW THE GROUND. EB2576' EB2576'REFERENCE MARK NO. 1 N 40 FT TO POINT OF GRASS LINES. EB2576' EB2576'REFERENCE MARK NO. 2 W 30 FT TO POINT OF GRASS LINES. EB2576' EB2576'REFERENCE MARK NO. 3 SE 56 FT TO POINT OF GRASS LINES. EB2576' EB2576'AZIMUTH MARK COULD NOT BE FOUND AFTER A 30 MINUTE SEARCH. EB2576 EB2576 STATION RECOVERY (1971) EB2576 EB2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) EB2576'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND TO BE EB2576'IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS FOUND LYING ON THE EB2576'GROUND AND THE DISK WAS RECLAIMED AT THIS TIME. AZIMUTH MARK EB2576'WAS NOT RECOVERED. NO OTHER STATIONS OR OBJECTS ARE VISIBLE EB2576'FROM THE STATION SO A NEW AZIMUTH MARK COULD NOT BE EB2576'ESTABLISHED. A SMALL DIFFERENCE WAS FOUND IN THE DISTANCE TO EB2576'REFERENCE MARK NO. 1. REFERENCE MARK NO. 3 WAS EB2576'ESTABLISHED. THE ORIGINAL STATION DESCRIPTION IS ADEQUATE EB2576'WITH THE FOLLOWING CHANGES AND ADDITIONS. EB2576' EB2576'STATION IS NOW IN THE TRIANGLE FORMED BY THE INTERSECTION OF EB2576'STATE HIGHWAY 211 AND COUNTY ROAD 1137. STATION IS 56 FEET EB2576'NORTHWEST OF THE SOUTH POINT OF TRIANGLE, 46 FEET NORTHEAST OF EB2576'UTILITY POLE WITH TRANSFORMER, 35 FEET WEST OF THE CENTERLINE EB2576'OF STATE HIGHWAY 211, 30 FEET SOUTH OF THE CENTERLINE OF ROAD EB2576'FORMING THE NORTH SIDE OF TRIANGLE, 23 FEET EAST OF THE EB2576'CENTERLINE OF COUNTY ROAD 1137 AND 19 FEET SOUTHWEST OF STOP EB2576'SIGN. MARK IS ABOUT 4 INCHES BELOW THE SURFACE AND THE DISK EB2576'IS STAMPED HODGIN 1949. EB2576' EB2576'REFERENCE MARK NO. 3 IS 67 FEET WEST OF THE CENTERLINE OF STATE EB2576'HIGHWAY 211, 63 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 1137 EB2576'AND 11 FEET SOUTH OF THE EDGE OF WOODS. MARK IS A STANDARD EB2576'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN EB2576'DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED HODGIN EB2576'1949 NO 3 1971. EB2576' EB2576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2576'6 MILES SOUTH OF RAEFORD. EB2576 EB2576 STATION RECOVERY (1978) EB2576 EB2576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2576'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITON AS EB2576'DESCRIBED. EB2576' EB2576'AT THE TIME OF RECOVERY PARTY WAS NOT AWARE OF REFERENCE MARK 3 AND EB2576'IT WAS NOT LOOKED FOR. PORTER NCGS AND CULBRETH NCGS CAN NOW BE USED EB2576'AS AZIMUTH MARKS - SEE DESCRIPTIONS THEREOF FOR LOCATIONS. EB2576 EB2576 STATION RECOVERY (1986) EB2576 EB2576'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EB2576'RECOVERED IN GOOD CONDITION. EB2576 EB2576 STATION RECOVERY (2001) EB2576 EB2576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB2576'NOT FOUND, PROBABLY LOST TO ISLAND CONSTRUCTION AT INTERSECTION. EB2576'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EB2576'CORRECTION. EB2576'LOCATED 35 FT (10.7 M) NORTH OF THE CENTER OF AN ENTRANCE DRIVE. EB2576'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR THIS DATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2717 *********************************************************************** EZ2717 DESIGNATION - HOK 10 EZ2717 PID - EZ2717 EZ2717 STATE/COUNTY- NC/HOKE EZ2717 USGS QUAD - NICHOLSON CREEK (1982) EZ2717 EZ2717 *CURRENT SURVEY CONTROL EZ2717 ___________________________________________________________________ EZ2717* NAD 83(1986)- 35 01 50.56325(N) 079 08 07.26939(W) ADJUSTED EZ2717* NAVD 88 - 56.397 (meters) 185.03 (feet) ADJUSTED EZ2717 ___________________________________________________________________ EZ2717 LAPLACE CORR- -4.44 (seconds) DEFLEC99 EZ2717 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ2717 DYNAMIC HT - 56.345 (meters) 184.86 (feet) COMP EZ2717 MODELED GRAV- 979,709.7 (mgal) NAVD 88 EZ2717 EZ2717 HORZ ORDER - SECOND EZ2717 VERT ORDER - SECOND CLASS II EZ2717 EZ2717.The North Carolina HARNS have been completed but, EZ2717.due to contractual restrictions, coordinates for these stations EZ2717.will NOT be published in the near future. In the interim, the EZ2717.published coordinates in North Carolina will not be EZ2717.consistent with the Continuously Operating Reference Stations EZ2717.(CORS). The HARN coordinates for these stations are available EZ2717.upon request. Contact Gary Thompson(919-733-3836). EZ2717. EZ2717.In addition, the published North Carolina positions EZ2717.(NAD 83 (1986)) are NOT consistent with those determined in EZ2717.adjacent state readjustments. The discontinuity between stations EZ2717.located in North Carolina and those in adjacent states EZ2717.which have been adjusted to the HARN may be as much as 5 EZ2717.decimeters. This will result in a significant loss of accuracy EZ2717.over lines crossing such state borders. EZ2717 EZ2717 EZ2717.The horizontal coordinates were established by classical geodetic methods EZ2717.and adjusted by the National Geodetic Survey in June 1998. EZ2717 EZ2717.The orthometric height was determined by differential leveling EZ2717.and adjusted by the National Geodetic Survey in June 1991. EZ2717 EZ2717.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2717 EZ2717.The geoid height was determined by GEOID03. EZ2717 EZ2717.The dynamic height is computed by dividing the NAVD 88 EZ2717.geopotential number by the normal gravity value computed on the EZ2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2717.degrees latitude (g = 980.6199 gals.). EZ2717 EZ2717.The modeled gravity was interpolated from observed gravity values. EZ2717 EZ2717; North East Units Scale Factor Converg. EZ2717;SPC NC - 142,077.868 597,251.233 MT 0.99987999 -0 04 41.2 EZ2717;SPC NC - 466,133.81 1,959,481.75 sFT 0.99987999 -0 04 41.2 EZ2717;UTM 17 - 3,878,038.050 670,098.886 MT 0.99995660 +1 04 14.1 EZ2717 EZ2717! - Elev Factor x Scale Factor = Combined Factor EZ2717!SPC NC - 0.99999630 x 0.99987999 = 0.99987629 EZ2717!UTM 17 - 0.99999630 x 0.99995660 = 0.99995290 EZ2717 EZ2717 SUPERSEDED SURVEY CONTROL EZ2717 EZ2717 NAVD 88 (06/16/98) 56.40 (m) 185.0 (f) LEVELING 3 EZ2717 EZ2717.Superseded values are not recommended for survey control. EZ2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2717.See file dsdata.txt to determine how the superseded data were derived. EZ2717 EZ2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7009978038(NAD 83) EZ2717_MARKER: DB = BENCH MARK DISK EZ2717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ2717_SP_SET: HEADWALL EZ2717_STAMPING: HOK 10 1981 EZ2717_MARK LOGO: NCGS EZ2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2717+STABILITY: SURFACE MOTION EZ2717 EZ2717 HISTORY - Date Condition Report By EZ2717 HISTORY - 1981 MONUMENTED NCGS EZ2717 HISTORY - 1986 GOOD USPSQD EZ2717 EZ2717 STATION DESCRIPTION EZ2717 EZ2717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2717'6.3 MI NE FROM RAEFORD. EZ2717'ALONG US 401, 3.0 MILES EAST OF THE JUNCTION WITH US 401 BUSINESS EZ2717'EAST OF RAEFORD, ON THE SOUTH SIDE OF HIGHWAY IN THE EAST END OF A EZ2717'HEADWALL AT PUPPY CREEK, AND 0.3 MILE EAST OF THE INTERSECTION WITH EZ2717'SR 1411. EZ2717'THE MARK IS 1 FT BELOW HIGHWAY. EZ2717 EZ2717 STATION RECOVERY (1986) EZ2717 EZ2717'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EZ2717'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1731 *********************************************************************** EB1731 DESIGNATION - HOK 3 EB1731 PID - EB1731 EB1731 STATE/COUNTY- NC/HOKE EB1731 USGS QUAD - RAEFORD (1982) EB1731 EB1731 *CURRENT SURVEY CONTROL EB1731 ___________________________________________________________________ EB1731* NAD 83(1986)- 34 59 44.88119(N) 079 13 34.99899(W) ADJUSTED EB1731* NAVD 88 - 75.534 (meters) 247.81 (feet) ADJUSTED EB1731 ___________________________________________________________________ EB1731 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB1731 GEOID HEIGHT- -32.64 (meters) GEOID03 EB1731 DYNAMIC HT - 75.464 (meters) 247.58 (feet) COMP EB1731 MODELED GRAV- 979,709.3 (mgal) NAVD 88 EB1731 EB1731 HORZ ORDER - SECOND EB1731 VERT ORDER - SECOND CLASS II EB1731 EB1731.The North Carolina HARNS have been completed but, EB1731.due to contractual restrictions, coordinates for these stations EB1731.will NOT be published in the near future. In the interim, the EB1731.published coordinates in North Carolina will not be EB1731.consistent with the Continuously Operating Reference Stations EB1731.(CORS). The HARN coordinates for these stations are available EB1731.upon request. Contact Gary Thompson(919-733-3836). EB1731. EB1731.In addition, the published North Carolina positions EB1731.(NAD 83 (1986)) are NOT consistent with those determined in EB1731.adjacent state readjustments. The discontinuity between stations EB1731.located in North Carolina and those in adjacent states EB1731.which have been adjusted to the HARN may be as much as 5 EB1731.decimeters. This will result in a significant loss of accuracy EB1731.over lines crossing such state borders. EB1731 EB1731 EB1731.The horizontal coordinates were established by classical geodetic methods EB1731.and adjusted by the National Geodetic Survey in June 1998. EB1731 EB1731.The orthometric height was determined by differential leveling EB1731.and adjusted by the National Geodetic Survey in June 1991. EB1731 EB1731.The Laplace correction was computed from DEFLEC99 derived deflections. EB1731 EB1731.The geoid height was determined by GEOID03. EB1731 EB1731.The dynamic height is computed by dividing the NAVD 88 EB1731.geopotential number by the normal gravity value computed on the EB1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1731.degrees latitude (g = 980.6199 gals.). EB1731 EB1731.The modeled gravity was interpolated from observed gravity values. EB1731 EB1731; North East Units Scale Factor Converg. EB1731;SPC NC - 138,220.342 588,936.009 MT 0.99988251 -0 07 50.4 EB1731;SPC NC - 453,477.91 1,932,200.89 sFT 0.99988251 -0 07 50.4 EB1731;UTM 17 - 3,874,014.411 661,862.163 MT 0.99992290 +1 01 02.7 EB1731 EB1731! - Elev Factor x Scale Factor = Combined Factor EB1731!SPC NC - 0.99999327 x 0.99988251 = 0.99987578 EB1731!UTM 17 - 0.99999327 x 0.99992290 = 0.99991617 EB1731 EB1731 SUPERSEDED SURVEY CONTROL EB1731 EB1731 NAVD 88 (06/16/98) 75.53 (m) 247.8 (f) LEVELING 3 EB1731 EB1731.Superseded values are not recommended for survey control. EB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1731.See file dsdata.txt to determine how the superseded data were derived. EB1731 EB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6186274014(NAD 83) EB1731_MARKER: DB = BENCH MARK DISK EB1731_SETTING: 30 = SET IN A LIGHT STRUCTURE EB1731_SP_SET: BASE OF SIGN EB1731_STAMPING: HOK 3 1981 EB1731_MARK LOGO: NCGS EB1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB1731 EB1731 HISTORY - Date Condition Report By EB1731 HISTORY - 1981 MONUMENTED NCGS EB1731 HISTORY - 20040424 MARK NOT FOUND USPSQD EB1731 EB1731 STATION DESCRIPTION EB1731 EB1731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1731'1.0 MI NORTH FROM RAEFORD. EB1731'ALONG US 401 BYPASS, 2.9 MILES WEST-SOUTHWEST OF THE JUNCTION WITH EB1731'US 401 BUSINESS NORTHEAST OF RAEFORD, AT THE INTERSECTION WITH EB1731'SR 1300, IN THE SOUTH QUADRANT AND IN THE CONCRETE BASE OF AN EB1731'EXXON SIGN, 53.0 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 118.0 EB1731'FEET SOUTHWEST OF THE CENTERLINE OF SR 1300 AND 34.5 FEET WEST OF EB1731'THE NORTHWEST CORNER OF EXXON STORE BUILDING. EB1731'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1731 EB1731 STATION RECOVERY (2004) EB1731 EB1731'RECOVERY NOTE BY US POWER SQUADRON 2004 (SET) EB1731'STATION HAS CHANGED TO BP. ALL SIGNS CHANGED. LOT HAS BEEN PAVED OVER. EB1731' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1728 *********************************************************************** EB1728 DESIGNATION - HOK 4 EB1728 PID - EB1728 EB1728 STATE/COUNTY- NC/HOKE EB1728 USGS QUAD - RAEFORD (1982) EB1728 EB1728 *CURRENT SURVEY CONTROL EB1728 ___________________________________________________________________ EB1728* NAD 83(1986)- 34 59 58.15544(N) 079 12 52.31907(W) ADJUSTED EB1728* NAVD 88 - 57.299 (meters) 187.99 (feet) ADJUSTED EB1728 ___________________________________________________________________ EB1728 LAPLACE CORR- -4.17 (seconds) DEFLEC99 EB1728 GEOID HEIGHT- -32.66 (meters) GEOID03 EB1728 DYNAMIC HT - 57.246 (meters) 187.81 (feet) COMP EB1728 MODELED GRAV- 979,710.2 (mgal) NAVD 88 EB1728 EB1728 HORZ ORDER - SECOND EB1728 VERT ORDER - SECOND CLASS II EB1728 EB1728.The North Carolina HARNS have been completed but, EB1728.due to contractual restrictions, coordinates for these stations EB1728.will NOT be published in the near future. In the interim, the EB1728.published coordinates in North Carolina will not be EB1728.consistent with the Continuously Operating Reference Stations EB1728.(CORS). The HARN coordinates for these stations are available EB1728.upon request. Contact Gary Thompson(919-733-3836). EB1728. EB1728.In addition, the published North Carolina positions EB1728.(NAD 83 (1986)) are NOT consistent with those determined in EB1728.adjacent state readjustments. The discontinuity between stations EB1728.located in North Carolina and those in adjacent states EB1728.which have been adjusted to the HARN may be as much as 5 EB1728.decimeters. This will result in a significant loss of accuracy EB1728.over lines crossing such state borders. EB1728 EB1728 EB1728.The horizontal coordinates were established by classical geodetic methods EB1728.and adjusted by the National Geodetic Survey in June 1998. EB1728 EB1728.The orthometric height was determined by differential leveling EB1728.and adjusted by the National Geodetic Survey in June 1991. EB1728 EB1728.The Laplace correction was computed from DEFLEC99 derived deflections. EB1728 EB1728.The geoid height was determined by GEOID03. EB1728 EB1728.The dynamic height is computed by dividing the NAVD 88 EB1728.geopotential number by the normal gravity value computed on the EB1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1728.degrees latitude (g = 980.6199 gals.). EB1728 EB1728.The modeled gravity was interpolated from observed gravity values. EB1728 EB1728; North East Units Scale Factor Converg. EB1728;SPC NC - 138,626.959 590,019.088 MT 0.99988223 -0 07 25.8 EB1728;SPC NC - 454,811.95 1,935,754.29 sFT 0.99988223 -0 07 25.8 EB1728;UTM 17 - 3,874,442.667 662,936.924 MT 0.99992721 +1 01 27.5 EB1728 EB1728! - Elev Factor x Scale Factor = Combined Factor EB1728!SPC NC - 0.99999613 x 0.99988223 = 0.99987836 EB1728!UTM 17 - 0.99999613 x 0.99992721 = 0.99992334 EB1728 EB1728 SUPERSEDED SURVEY CONTROL EB1728 EB1728 NAVD 88 (06/16/98) 57.30 (m) 188.0 (f) LEVELING 3 EB1728 EB1728.Superseded values are not recommended for survey control. EB1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1728.See file dsdata.txt to determine how the superseded data were derived. EB1728 EB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6293774443(NAD 83) EB1728_MARKER: DB = BENCH MARK DISK EB1728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EB1728_SP_SET: WINGWALL EB1728_STAMPING: HOK 4 NCGS EB1728_MARK LOGO: NCGS EB1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1728+STABILITY: SURFACE MOTION EB1728 EB1728 HISTORY - Date Condition Report By EB1728 HISTORY - 1981 MONUMENTED NCGS EB1728 EB1728 STATION DESCRIPTION EB1728 EB1728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1728'1.4 MI NNE FROM RAEFORD. EB1728'ALONG US 401 BYPASS, 2.2 MILES WEST-SOUTHWEST OF THE JUNCTION WITH EB1728'US 401 BUSINESS NORTHEAST OF RAEFORD, IN THE SOUTHEAST WINGWALL OF EB1728'THE ROCKFISH CREEK BRIDGE, 21.0 FEET SOUTH-SOUTHEAST OF THE EB1728'CENTERLINE OF HIGHWAY AND 1.0 FEET NORTH-NORTHWEST OF THE SOUTH END EB1728'OF WINGWALL. EB1728'THE MARK IS 1 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2729 *********************************************************************** EZ2729 DESIGNATION - HOK 5 EZ2729 PID - EZ2729 EZ2729 STATE/COUNTY- NC/HOKE EZ2729 USGS QUAD - NICHOLSON CREEK (1982) EZ2729 EZ2729 *CURRENT SURVEY CONTROL EZ2729 ___________________________________________________________________ EZ2729* NAD 83(1986)- 35 00 12.95144(N) 079 11 26.91674(W) ADJUSTED EZ2729* NAVD 88 - 78.954 (meters) 259.03 (feet) ADJUSTED EZ2729 ___________________________________________________________________ EZ2729 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EZ2729 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ2729 DYNAMIC HT - 78.881 (meters) 258.80 (feet) COMP EZ2729 MODELED GRAV- 979,707.6 (mgal) NAVD 88 EZ2729 EZ2729 HORZ ORDER - SECOND EZ2729 VERT ORDER - SECOND CLASS II EZ2729 EZ2729.The North Carolina HARNS have been completed but, EZ2729.due to contractual restrictions, coordinates for these stations EZ2729.will NOT be published in the near future. In the interim, the EZ2729.published coordinates in North Carolina will not be EZ2729.consistent with the Continuously Operating Reference Stations EZ2729.(CORS). The HARN coordinates for these stations are available EZ2729.upon request. Contact Gary Thompson(919-733-3836). EZ2729. EZ2729.In addition, the published North Carolina positions EZ2729.(NAD 83 (1986)) are NOT consistent with those determined in EZ2729.adjacent state readjustments. The discontinuity between stations EZ2729.located in North Carolina and those in adjacent states EZ2729.which have been adjusted to the HARN may be as much as 5 EZ2729.decimeters. This will result in a significant loss of accuracy EZ2729.over lines crossing such state borders. EZ2729 EZ2729 EZ2729.The horizontal coordinates were established by classical geodetic methods EZ2729.and adjusted by the National Geodetic Survey in June 1998. EZ2729 EZ2729.The orthometric height was determined by differential leveling EZ2729.and adjusted by the National Geodetic Survey in June 1991. EZ2729 EZ2729.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2729 EZ2729.The geoid height was determined by GEOID03. EZ2729 EZ2729.The dynamic height is computed by dividing the NAVD 88 EZ2729.geopotential number by the normal gravity value computed on the EZ2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2729.degrees latitude (g = 980.6199 gals.). EZ2729 EZ2729.The modeled gravity was interpolated from observed gravity values. EZ2729 EZ2729; North East Units Scale Factor Converg. EZ2729;SPC NC - 139,078.450 592,185.335 MT 0.99988192 -0 06 36.5 EZ2729;SPC NC - 456,293.21 1,942,861.39 sFT 0.99988192 -0 06 36.5 EZ2729;UTM 17 - 3,874,937.497 665,093.796 MT 0.99993593 +1 02 16.9 EZ2729 EZ2729! - Elev Factor x Scale Factor = Combined Factor EZ2729!SPC NC - 0.99999274 x 0.99988192 = 0.99987466 EZ2729!UTM 17 - 0.99999274 x 0.99993593 = 0.99992867 EZ2729 EZ2729 SUPERSEDED SURVEY CONTROL EZ2729 EZ2729 NAVD 88 (06/16/98) 78.95 (m) 259.0 (f) LEVELING 3 EZ2729 EZ2729.Superseded values are not recommended for survey control. EZ2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2729.See file dsdata.txt to determine how the superseded data were derived. EZ2729 EZ2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6509474937(NAD 83) EZ2729_MARKER: DB = BENCH MARK DISK EZ2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2729_SP_SET: CONCRETE POST EZ2729_STAMPING: HOK 5 1981 EZ2729_MARK LOGO: NCGS EZ2729_PROJECTION: FLUSH EZ2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2729+STABILITY: SURFACE MOTION EZ2729 EZ2729 HISTORY - Date Condition Report By EZ2729 HISTORY - 1981 MONUMENTED NCGS EZ2729 HISTORY - 1986 GOOD USPSQD EZ2729 EZ2729 STATION DESCRIPTION EZ2729 EZ2729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2729'2.4 MI NE FROM RAEFORD. EZ2729'ALONG US 401 BYPASS, 0.9 MILE WEST-SOUTHWEST OF THE JUNCTION WITH EZ2729'US 401 BUSINESS NORTHEAST OF RAEFORD, ACROSS HIGHWAY FROM A FARM EZ2729'ROAD AND AT A FENCE CORNER, 40.8 FEET SOUTH OF THE CENTERLINE OF EZ2729'HIGHWAY, 2.2 FEET EAST OF CORNER FENCE POST WITH REFERENCE TAG, 10.8 EZ2729'FEET NORTH OF A 6 INCH PINE WITH REFERENCE TAG AND 104.2 FEET WEST EZ2729'OF A POWER POLE WITH REFERENCE TAG. EZ2729'THE MARK IS 3 FT ABOVE HIGHWAY. EZ2729 EZ2729 STATION RECOVERY (1986) EZ2729 EZ2729'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EZ2729'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2726 *********************************************************************** EZ2726 DESIGNATION - HOK 9 EZ2726 PID - EZ2726 EZ2726 STATE/COUNTY- NC/HOKE EZ2726 USGS QUAD - NICHOLSON CREEK (1982) EZ2726 EZ2726 *CURRENT SURVEY CONTROL EZ2726 ___________________________________________________________________ EZ2726* NAD 83(1986)- 35 00 32.59473(N) 079 09 53.07778(W) ADJUSTED EZ2726* NAVD 88 - 63.075 (meters) 206.94 (feet) ADJUSTED EZ2726 ___________________________________________________________________ EZ2726 LAPLACE CORR- -4.41 (seconds) DEFLEC99 EZ2726 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ2726 DYNAMIC HT - 63.017 (meters) 206.75 (feet) COMP EZ2726 MODELED GRAV- 979,708.0 (mgal) NAVD 88 EZ2726 EZ2726 HORZ ORDER - SECOND EZ2726 VERT ORDER - SECOND CLASS II EZ2726 EZ2726.The North Carolina HARNS have been completed but, EZ2726.due to contractual restrictions, coordinates for these stations EZ2726.will NOT be published in the near future. In the interim, the EZ2726.published coordinates in North Carolina will not be EZ2726.consistent with the Continuously Operating Reference Stations EZ2726.(CORS). The HARN coordinates for these stations are available EZ2726.upon request. Contact Gary Thompson(919-733-3836). EZ2726. EZ2726.In addition, the published North Carolina positions EZ2726.(NAD 83 (1986)) are NOT consistent with those determined in EZ2726.adjacent state readjustments. The discontinuity between stations EZ2726.located in North Carolina and those in adjacent states EZ2726.which have been adjusted to the HARN may be as much as 5 EZ2726.decimeters. This will result in a significant loss of accuracy EZ2726.over lines crossing such state borders. EZ2726 EZ2726 EZ2726.The horizontal coordinates were established by classical geodetic methods EZ2726.and adjusted by the National Geodetic Survey in June 1998. EZ2726 EZ2726.The orthometric height was determined by differential leveling EZ2726.and adjusted by the National Geodetic Survey in June 1991. EZ2726 EZ2726.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2726 EZ2726.The geoid height was determined by GEOID03. EZ2726 EZ2726.The dynamic height is computed by dividing the NAVD 88 EZ2726.geopotential number by the normal gravity value computed on the EZ2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2726.degrees latitude (g = 980.6199 gals.). EZ2726 EZ2726.The modeled gravity was interpolated from observed gravity values. EZ2726 EZ2726; North East Units Scale Factor Converg. EZ2726;SPC NC - 139,679.461 594,565.503 MT 0.99988151 -0 05 42.3 EZ2726;SPC NC - 458,265.03 1,950,670.32 sFT 0.99988151 -0 05 42.3 EZ2726;UTM 17 - 3,875,586.121 667,461.582 MT 0.99994563 +1 03 11.3 EZ2726 EZ2726! - Elev Factor x Scale Factor = Combined Factor EZ2726!SPC NC - 0.99999524 x 0.99988151 = 0.99987675 EZ2726!UTM 17 - 0.99999524 x 0.99994563 = 0.99994087 EZ2726 EZ2726 SUPERSEDED SURVEY CONTROL EZ2726 EZ2726 NAVD 88 (06/16/98) 63.07 (m) 206.9 (f) LEVELING 3 EZ2726 EZ2726.Superseded values are not recommended for survey control. EZ2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2726.See file dsdata.txt to determine how the superseded data were derived. EZ2726 EZ2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6746275586(NAD 83) EZ2726_MARKER: DB = BENCH MARK DISK EZ2726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ2726_SP_SET: HEADWALL EZ2726_STAMPING: HOK 9 1981 EZ2726_MARK LOGO: NCGS EZ2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2726+STABILITY: SURFACE MOTION EZ2726 EZ2726 HISTORY - Date Condition Report By EZ2726 HISTORY - 1981 MONUMENTED NCGS EZ2726 EZ2726 STATION DESCRIPTION EZ2726 EZ2726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2726'4.0 MI NE FROM RAEFORD. EZ2726'ALONG US 401, 0.7 MILE EAST OF THE JUNCTION WITH US 401 BUSINESS EAST EZ2726'OF RAEFORD, ON NORTH SIDE OF HIGHWAY IN THE WEST END OF A HEADWALL EZ2726'AT BEAVER CREEK, 24.6 FEET NORTH-NORTHEAST OF THE CENTERLINE OF EZ2726'HIGHWAY AND 1.0 FEET EAST-NORTHEAST OF THE WEST END OF HEADWALL. EZ2726'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6390 *********************************************************************** EZ6390 DESIGNATION - HOSCO EZ6390 PID - EZ6390 EZ6390 STATE/COUNTY- NC/HOKE EZ6390 USGS QUAD - PINEBLUFF (1982) EZ6390 EZ6390 *CURRENT SURVEY CONTROL EZ6390 ___________________________________________________________________ EZ6390* NAD 83(1986)- 35 01 45.45346(N) 079 26 19.37550(W) ADJUSTED EZ6390* NAVD 88 - 91.1 (meters) 299. (feet) VERTCON EZ6390 ___________________________________________________________________ EZ6390 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EZ6390 GEOID HEIGHT- -32.02 (meters) GEOID03 EZ6390 EZ6390 HORZ ORDER - SECOND EZ6390 EZ6390.The North Carolina HARNS have been completed but, EZ6390.due to contractual restrictions, coordinates for these stations EZ6390.will NOT be published in the near future. In the interim, the EZ6390.published coordinates in North Carolina will not be EZ6390.consistent with the Continuously Operating Reference Stations EZ6390.(CORS). The HARN coordinates for these stations are available EZ6390.upon request. Contact Gary Thompson(919-733-3836). EZ6390. EZ6390.In addition, the published North Carolina positions EZ6390.(NAD 83 (1986)) are NOT consistent with those determined in EZ6390.adjacent state readjustments. The discontinuity between stations EZ6390.located in North Carolina and those in adjacent states EZ6390.which have been adjusted to the HARN may be as much as 5 EZ6390.decimeters. This will result in a significant loss of accuracy EZ6390.over lines crossing such state borders. EZ6390 EZ6390 EZ6390.The horizontal coordinates were established by classical geodetic methods EZ6390.and adjusted by the National Geodetic Survey in April 1991. EZ6390 EZ6390.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6390 EZ6390.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6390 EZ6390.The geoid height was determined by GEOID03. EZ6390 EZ6390; North East Units Scale Factor Converg. EZ6390;SPC NC - 142,000.455 569,570.901 MT 0.99988009 -0 15 11.6 EZ6390;SPC NC - 465,879.83 1,868,667.20 sFT 0.99988009 -0 15 11.6 EZ6390;UTM 17 - 3,877,405.520 642,425.074 MT 0.99985000 +0 53 46.8 EZ6390 EZ6390! - Elev Factor x Scale Factor = Combined Factor EZ6390!SPC NC - 0.99999072 x 0.99988009 = 0.99987081 EZ6390!UTM 17 - 0.99999072 x 0.99985000 = 0.99984072 EZ6390 EZ6390 SUPERSEDED SURVEY CONTROL EZ6390 EZ6390 NGVD 29 (04/22/91) 91.4 (m) 300. (f) VERT ANG EZ6390 EZ6390.Superseded values are not recommended for survey control. EZ6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6390.See file dsdata.txt to determine how the superseded data were derived. EZ6390 EZ6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4242577406(NAD 83) EZ6390_MARKER: DE = TRAVERSE STATION DISK EZ6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6390_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6390_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6390+STABILITY: SURFACE MOTION EZ6390 EZ6390 HISTORY - Date Condition Report By EZ6390 HISTORY - 1978 MONUMENTED NCGS EZ6390 EZ6390 STATION DESCRIPTION EZ6390 EZ6390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ6390'THE STATION IS LOCATED APPROXIMATELY 7.0 MILES SOUTH OF ABERDEEN AND EZ6390'12.6 MILES WEST-NORTHWEST OF RAEFORD. EZ6390' EZ6390'TO REACH STATION FROM US 15-501 BRIDGE OVER DROWNING CREEK AT THE EZ6390'HOKE SCOTLAND COUNTY LINE, PROCEED NORTH ALONG US 15-501 FOR 0.5 MILES EZ6390'TO STATION IN RIGHT ROAD SHOULDER APPROXIMATELY 190 FEET NORTH OF DIRT EZ6390'DRIVEWAY TO SMALL HOUSE ON EAST SIDE OF HIGHWAY AND 104 MILES SOUTH OF EZ6390'SR 1225 CROSSROADS. EZ6390' EZ6390'STATION MARK IS A STANDARD DISK STAMPED---HOSCO 1978---SET IN TOP OF EZ6390'A 9 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ6390'SURFACE. THE MARK IS 18.9 FEET EAST-SOUTHEAST OF CENTERLINE OF EZ6390'HIGHWAY, 175.3 FEET SOUTHWEST OF TELEPHONE PEDESTAL 2 P13 AND 36.7 EZ6390'FEET WEST OF AN 8 INCH POST OAK, 36.3 FEET NORTHWEST OF A 10 INCH EZ6390'PINE, 47.4 FEET NORTH OF AN 8 INCH POST OAK AND 96.7 FEET EZ6390'NORTH-NORTHEAST OF SPEED LIMIT SIGN POST ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3876 *********************************************************************** EB3876 DESIGNATION - HUNGARY EB3876 PID - EB3876 EB3876 STATE/COUNTY- NC/HOKE EB3876 USGS QUAD - RAEFORD (1982) EB3876 EB3876 *CURRENT SURVEY CONTROL EB3876 ___________________________________________________________________ EB3876* NAD 83(1986)- 34 58 22.65349(N) 079 14 30.92197(W) ADJUSTED EB3876* NAVD 88 - 79. (meters) 259. (feet) SCALED EB3876 ___________________________________________________________________ EB3876 LAPLACE CORR- -4.11 (seconds) DEFLEC99 EB3876 GEOID HEIGHT- -32.64 (meters) GEOID03 EB3876 EB3876 HORZ ORDER - SECOND EB3876 EB3876.The North Carolina HARNS have been completed but, EB3876.due to contractual restrictions, coordinates for these stations EB3876.will NOT be published in the near future. In the interim, the EB3876.published coordinates in North Carolina will not be EB3876.consistent with the Continuously Operating Reference Stations EB3876.(CORS). The HARN coordinates for these stations are available EB3876.upon request. Contact Gary Thompson(919-733-3836). EB3876. EB3876.In addition, the published North Carolina positions EB3876.(NAD 83 (1986)) are NOT consistent with those determined in EB3876.adjacent state readjustments. The discontinuity between stations EB3876.located in North Carolina and those in adjacent states EB3876.which have been adjusted to the HARN may be as much as 5 EB3876.decimeters. This will result in a significant loss of accuracy EB3876.over lines crossing such state borders. EB3876 EB3876 EB3876.The horizontal coordinates were established by classical geodetic methods EB3876.and adjusted by the National Geodetic Survey in April 1991. EB3876 EB3876.The orthometric height was scaled from a topographic map. EB3876 EB3876.The Laplace correction was computed from DEFLEC99 derived deflections. EB3876 EB3876.The geoid height was determined by GEOID03. EB3876 EB3876; North East Units Scale Factor Converg. EB3876;SPC NC - 135,689.999 587,511.847 MT 0.99988436 -0 08 22.7 EB3876;SPC NC - 445,176.27 1,927,528.45 sFT 0.99988436 -0 08 22.7 EB3876;UTM 17 - 3,871,455.953 660,488.924 MT 0.99991745 +1 00 28.5 EB3876 EB3876! - Elev Factor x Scale Factor = Combined Factor EB3876!SPC NC - 0.99999279 x 0.99988436 = 0.99987715 EB3876!UTM 17 - 0.99999279 x 0.99991745 = 0.99991024 EB3876 EB3876 SUPERSEDED SURVEY CONTROL EB3876 EB3876 NGVD 29 (04/22/91) 78.8 (m) 259. (f) VERT ANG EB3876 EB3876.Superseded values are not recommended for survey control. EB3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3876.See file dsdata.txt to determine how the superseded data were derived. EB3876 EB3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6048971456(NAD 83) EB3876_MARKER: DE = TRAVERSE STATION DISK EB3876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3876_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3876_PROJECTION: FLUSH EB3876_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3876+STABILITY: SURFACE MOTION EB3876 EB3876 HISTORY - Date Condition Report By EB3876 HISTORY - 1978 MONUMENTED NCGS EB3876 HISTORY - 1981 GOOD NCGS EB3876 HISTORY - 1985 GOOD USPSQD EB3876 EB3876 STATION DESCRIPTION EB3876 EB3876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3876'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE WEST-SOUTHWEST OF EB3876'RAEFORD. EB3876' EB3876'TO REACH STATION FROM INTERSECTION OF US 401 BUSINESS WITH US 401 EB3876'BYPASS AT WEST EDGE OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR EB3876'0.3 MILE TO CROSSROAD WITH SR 1149 LEFT AND SR 1209 RIGHT WITH STATION EB3876'ON EAST SIDE OF INTERSECTION AND ACROSS HIGHWAY FROM THE SAINT EB3876'ELIZABETH OF HUNGARY CATHOLIC CHURCH. EB3876' EB3876'STATION MARK IS A STANDARD DISK STAMPED---HUNGARY 1978---SET IN TOP EB3876'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND EB3876'SURFACE. THE MARK IS 24.7 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EB3876'90.7 FEET EAST-NORTHEAST OF CENTERLINE OF SR 1149, 3.0 FEET SOUTH OF EB3876'SPEED LIMIT SIGN POST, 4.2 FEET WEST OF HIGHWAY SIGN POST WITH EB3876'REFERENCE TAG AND 72.6 FEET NORTHEAST OF STOP SIGN POST. EB3876 EB3876 STATION RECOVERY (1981) EB3876 EB3876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) EB3876'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB3876 EB3876 STATION RECOVERY (1985) EB3876 EB3876'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3876'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3466 *********************************************************************** EZ3466 DESIGNATION - IMPACT EZ3466 PID - EZ3466 EZ3466 STATE/COUNTY- NC/HOKE EZ3466 USGS QUAD - MC CAIN (1983) EZ3466 EZ3466 *CURRENT SURVEY CONTROL EZ3466 ___________________________________________________________________ EZ3466* NAD 83(1986)- 35 07 24.42890(N) 079 15 59.11557(W) ADJUSTED EZ3466* NAVD 88 - 108. (meters) 354. (feet) SCALED EZ3466 ___________________________________________________________________ EZ3466 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EZ3466 GEOID HEIGHT- -32.21 (meters) GEOID03 EZ3466 EZ3466 HORZ ORDER - THIRD EZ3466 EZ3466.The North Carolina HARNS have been completed but, EZ3466.due to contractual restrictions, coordinates for these stations EZ3466.will NOT be published in the near future. In the interim, the EZ3466.published coordinates in North Carolina will not be EZ3466.consistent with the Continuously Operating Reference Stations EZ3466.(CORS). The HARN coordinates for these stations are available EZ3466.upon request. Contact Gary Thompson(919-733-3836). EZ3466. EZ3466.In addition, the published North Carolina positions EZ3466.(NAD 83 (1986)) are NOT consistent with those determined in EZ3466.adjacent state readjustments. The discontinuity between stations EZ3466.located in North Carolina and those in adjacent states EZ3466.which have been adjusted to the HARN may be as much as 5 EZ3466.decimeters. This will result in a significant loss of accuracy EZ3466.over lines crossing such state borders. EZ3466 EZ3466 EZ3466.The horizontal coordinates were established by classical geodetic methods EZ3466.and adjusted by the National Geodetic Survey in July 1986. EZ3466 EZ3466.The orthometric height was scaled from a topographic map. EZ3466 EZ3466.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3466 EZ3466.The geoid height was determined by GEOID03. EZ3466 EZ3466; North East Units Scale Factor Converg. EZ3466;SPC NC - 152,389.580 585,319.783 MT 0.99987509 -0 09 13.6 EZ3466;SPC NC - 499,964.81 1,920,336.65 sFT 0.99987509 -0 09 13.6 EZ3466;UTM 17 - 3,888,108.754 657,962.210 MT 0.99990752 +0 59 51.4 EZ3466 EZ3466! - Elev Factor x Scale Factor = Combined Factor EZ3466!SPC NC - 0.99998814 x 0.99987509 = 0.99986323 EZ3466!UTM 17 - 0.99998814 x 0.99990752 = 0.99989566 EZ3466 EZ3466: Primary Azimuth Mark Grid Az EZ3466:SPC NC - MCPHERSON 028 20 24.1 EZ3466:UTM 17 - MCPHERSON 027 11 19.1 EZ3466 EZ3466|---------------------------------------------------------------------| EZ3466| PID Reference Object Distance Geod. Az | EZ3466| dddmmss.s | EZ3466| EZ3451 MCPHERSON APPROX. 2.3 KM 0281110.5 | EZ3466| EZ5581 IMPACT RM 1 467.973 METERS 1221543.5 | EZ3466|---------------------------------------------------------------------| EZ3466 EZ3466 SUPERSEDED SURVEY CONTROL EZ3466 EZ3466 NAD 27 - 35 07 23.83000(N) 079 16 00.00600(W) AD( ) 3 EZ3466 EZ3466.Superseded values are not recommended for survey control. EZ3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3466.See file dsdata.txt to determine how the superseded data were derived. EZ3466 EZ3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5796288109(NAD 83) EZ3466_MARKER: DS = TRIANGULATION STATION DISK EZ3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3466 EZ3466 HISTORY - Date Condition Report By EZ3466 HISTORY - 1947 MONUMENTED CGS EZ3466 HISTORY - 1948 MARK NOT FOUND AMS EZ3466 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3466 EZ3466 STATION DESCRIPTION EZ3466 EZ3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3466'ON FORT BRAGG RESERVATION, IN MC PHERSON IMPACT AREA. TO EZ3466'REACH FROM FORT BRAGG, GO W ON LONGSTREET ROAD TO INTERSECTION EZ3466'WITH RAEFORD AND VASS ROAD. CONTINUE W ON LONGSTREET ROAD FOR EZ3466'0.6 MILE TO Y JUNCTION WITH MORGANTON ROAD. TAKE LEFT FORK, EZ3466'STRAIGHT AHEAD, MORGANTON ROAD, AND GO 1.1 MILES TO JUNCTION EZ3466'WITH PRINCE CHARLES ROAD. TURN LEFT, S, ON PRINCE CHARLES EZ3466'ROAD AND GO 0.95 MILE. THEN TURN SHARP RIGHT, CROSS COUNTRY EZ3466'AND GO 400 YARDS TO TOP OF KNOLL AND STATION. STATION IS IN EZ3466'CLEARED AREA ABOUT 75 YARDS W OF RUINS OF A SMALL SHED. EZ3466' EZ3466'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED EZ3466'IMPACT-1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3466'CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3466' EZ3466'R. M. NO. 1, IS A 3 IN DIAMETER IRON PIPE WITH A BRASS EZ3466'CAP, STAMPED PTR 74 ELEV 394, PROJECTING 1 FOOT, LOCATED SE OF EZ3466'STATION ALONGSIDE PRINCE CHARLES ROAD. HORIZONTAL DISTANCE EZ3466'1535.34 FEET FROM STATION. EZ3466' EZ3466'NOTE--THE INSCRIPTION ON THE BRASS CAP USED AS R. M. NO. 1 DOES NOT EZ3466'CORRESPOND WITH DESIGNATION ON DESCRIPTIONS OR MAPS ON THIS EZ3466'POINT. ON DESCRIPTIONS AND MAPS OF THIS POINT, IT IS EZ3466'DESIGNATED AS 600 PTS 78 ELEV 395. EZ3466 EZ3466 STATION RECOVERY (1948) EZ3466 EZ3466'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3466'UNABLE TO LOCATE. EZ3466 EZ3466 STATION RECOVERY (2004) EZ3466 EZ3466'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEK) EZ3466'MARK IS LOCATED IN AN IMPACT AREA ON FT BRAGG AND IS NOT ACCESSIBLE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1735 *********************************************************************** EB1735 DESIGNATION - JACK EB1735 PID - EB1735 EB1735 STATE/COUNTY- NC/HOKE EB1735 USGS QUAD - RAEFORD (1982) EB1735 EB1735 *CURRENT SURVEY CONTROL EB1735 ___________________________________________________________________ EB1735* NAD 83(1986)- 34 58 39.21644(N) 079 13 59.68552(W) ADJUSTED EB1735* NAVD 88 - 78.706 (meters) 258.22 (feet) ADJUSTED EB1735 ___________________________________________________________________ EB1735 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EB1735 GEOID HEIGHT- -32.65 (meters) GEOID03 EB1735 DYNAMIC HT - 78.633 (meters) 257.98 (feet) COMP EB1735 MODELED GRAV- 979,708.0 (mgal) NAVD 88 EB1735 EB1735 HORZ ORDER - SECOND EB1735 VERT ORDER - SECOND CLASS II EB1735 EB1735.The North Carolina HARNS have been completed but, EB1735.due to contractual restrictions, coordinates for these stations EB1735.will NOT be published in the near future. In the interim, the EB1735.published coordinates in North Carolina will not be EB1735.consistent with the Continuously Operating Reference Stations EB1735.(CORS). The HARN coordinates for these stations are available EB1735.upon request. Contact Gary Thompson(919-733-3836). EB1735. EB1735.In addition, the published North Carolina positions EB1735.(NAD 83 (1986)) are NOT consistent with those determined in EB1735.adjacent state readjustments. The discontinuity between stations EB1735.located in North Carolina and those in adjacent states EB1735.which have been adjusted to the HARN may be as much as 5 EB1735.decimeters. This will result in a significant loss of accuracy EB1735.over lines crossing such state borders. EB1735 EB1735 EB1735.The horizontal coordinates were established by classical geodetic methods EB1735.and adjusted by the National Geodetic Survey in April 1991. EB1735 EB1735.The orthometric height was determined by differential leveling EB1735.and adjusted by the National Geodetic Survey in June 1991. EB1735 EB1735.The Laplace correction was computed from DEFLEC99 derived deflections. EB1735 EB1735.The geoid height was determined by GEOID03. EB1735 EB1735.The dynamic height is computed by dividing the NAVD 88 EB1735.geopotential number by the normal gravity value computed on the EB1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1735.degrees latitude (g = 980.6199 gals.). EB1735 EB1735.The modeled gravity was interpolated from observed gravity values. EB1735 EB1735; North East Units Scale Factor Converg. EB1735;SPC NC - 136,198.458 588,305.301 MT 0.99988398 -0 08 04.6 EB1735;SPC NC - 446,844.44 1,930,131.64 sFT 0.99988398 -0 08 04.6 EB1735;UTM 17 - 3,871,980.220 661,272.063 MT 0.99992055 +1 00 46.9 EB1735 EB1735! - Elev Factor x Scale Factor = Combined Factor EB1735!SPC NC - 0.99999277 x 0.99988398 = 0.99987675 EB1735!UTM 17 - 0.99999277 x 0.99992055 = 0.99991332 EB1735 EB1735 SUPERSEDED SURVEY CONTROL EB1735 EB1735 NAVD 88 (06/16/98) 78.71 (m) 258.2 (f) LEVELING 3 EB1735 NGVD 29 (04/22/91) 78.97 (m) 259.1 (f) LEVELING 3 EB1735 EB1735.Superseded values are not recommended for survey control. EB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1735.See file dsdata.txt to determine how the superseded data were derived. EB1735 EB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6127271980(NAD 83) EB1735_MARKER: DE = TRAVERSE STATION DISK EB1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1735_SP_SET: CONCRETE POST EB1735_STAMPING: JACK 1978 EB1735_MARK LOGO: NCGS EB1735_PROJECTION: FLUSH EB1735_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1735+STABILITY: SURFACE MOTION EB1735 EB1735 HISTORY - Date Condition Report By EB1735 HISTORY - 1978 MONUMENTED NCGS EB1735 HISTORY - 1981 GOOD NCGS EB1735 HISTORY - 1981 GOOD NCGS EB1735 EB1735 STATION DESCRIPTION EB1735 EB1735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1735'THE STATION IS LOCATED IN RAEFORD. EB1735' EB1735'TO REACH STATION FROM INTERSECTION OF HARRIS AVENUE US 401 BUSINESS EB1735'WITH MAIN STREET NC 211 IN RAEFORD, PROCEED WEST ALONG US 401 BUSINESS EB1735'FOR 0.55 MILE TO STATION ON RIGHT ON PROLONGATION OF THE EAST SIDE OF EB1735'THE JACK WEST WELL DRILLING COMPANY BUILDING AND APPROXIMATELY 200 EB1735'FEET EAST OF INTERSECTION WITH DICKSON STREET. EB1735' EB1735'STATION MARK IS A STANDARD DISK STAMPED---JACK 1978---SET IN TOP OF A EB1735'9 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB1735'MARK IS 62.0 FEET NORTH-NORTHWEST OF CENTERLINE OF US 401 BUSINESS, EB1735'21.4 FEET SOUTH-SOUTHEAST OF CENTER OF SOUTHEAST ENTRANCE TO WELL EB1735'COMPANY BUILDING, 24.5 FEET SOUTHEAST OF SOUTHWEST CORNER OF WELL EB1735'COMPANY BUILDING, 30.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF MORRISONS EB1735'RESTAURANT, 106.4 FEET NORTHEAST OF SERVICE POLE WITH LIGHT AND EB1735'REFERENCE TAG AND 57.8 FEET WEST OF SOUTHERNMOST POST OF RESTAURANT EB1735'SIGN. EB1735 EB1735 STATION RECOVERY (1981) EB1735 EB1735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1735'IN RAEFORD. EB1735'LOCATED ALONG HARRIS AVENUE IN RAEFORD, 0.4 MILE NORTHEAST OF EB1735'THE INTERSECTION WITH US 401 BYPASS, OR 0.5 MILE WEST OF THE EB1735'INTERSECTION WITH MAIN STREET (NC 211) ON PROLONGATION OF THE EAST EB1735'SIDE OF JACK WEST WELL DRILLING COMPANY BUILDING AND APPROXIMATELY EB1735'200 FEET EAST OF THE INTERSECTION WITH DICKSON STREET, 62.0 FEET EB1735'NORTH-NORTHWEST OF THE CENTERLINE OF HARRIS AVENUE (US 401 BUSINESS), EB1735'21.4 FEET SOUTH-SOUTHEAST OF THE CENTER OF SOUTHEAST ENTRANCE TO EB1735'WELL COMPANY BUILDING, 24.5 FEET SOUTHEAST OF SOUTHWEST CORNER OF EB1735'WELL COMPANY BUILDING, 30.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF EB1735'MORRISONS RESTAURANT, 57.8 FEET WEST OF SOUTHERNMOST POST OF EB1735'RESTAURANT SIGN AND 106.4 FEET NORTHEAST OF SERVICE POLE WITH LIGHT EB1735'AND REFERENCE TAG. EB1735'THE MARK IS ABOVE LEVEL WITH STREET. EB1735 EB1735 STATION RECOVERY (1981) EB1735 EB1735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) EB1735'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1730 *********************************************************************** EB1730 DESIGNATION - JAMES EB1730 PID - EB1730 EB1730 STATE/COUNTY- NC/HOKE EB1730 USGS QUAD - RAEFORD (1982) EB1730 EB1730 *CURRENT SURVEY CONTROL EB1730 ___________________________________________________________________ EB1730* NAD 83(1986)- 34 59 50.30185(N) 079 13 27.59480(W) ADJUSTED EB1730* NAVD 88 - 75.989 (meters) 249.31 (feet) ADJUSTED EB1730 ___________________________________________________________________ EB1730 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB1730 GEOID HEIGHT- -32.64 (meters) GEOID03 EB1730 DYNAMIC HT - 75.918 (meters) 249.07 (feet) COMP EB1730 MODELED GRAV- 979,709.5 (mgal) NAVD 88 EB1730 EB1730 HORZ ORDER - SECOND EB1730 VERT ORDER - SECOND CLASS II EB1730 EB1730.The North Carolina HARNS have been completed but, EB1730.due to contractual restrictions, coordinates for these stations EB1730.will NOT be published in the near future. In the interim, the EB1730.published coordinates in North Carolina will not be EB1730.consistent with the Continuously Operating Reference Stations EB1730.(CORS). The HARN coordinates for these stations are available EB1730.upon request. Contact Gary Thompson(919-733-3836). EB1730. EB1730.In addition, the published North Carolina positions EB1730.(NAD 83 (1986)) are NOT consistent with those determined in EB1730.adjacent state readjustments. The discontinuity between stations EB1730.located in North Carolina and those in adjacent states EB1730.which have been adjusted to the HARN may be as much as 5 EB1730.decimeters. This will result in a significant loss of accuracy EB1730.over lines crossing such state borders. EB1730 EB1730 EB1730.The horizontal coordinates were established by classical geodetic methods EB1730.and adjusted by the National Geodetic Survey in June 1998. EB1730 EB1730.The orthometric height was determined by differential leveling EB1730.and adjusted by the National Geodetic Survey in June 1991. EB1730 EB1730.The Laplace correction was computed from DEFLEC99 derived deflections. EB1730 EB1730.The geoid height was determined by GEOID03. EB1730 EB1730.The dynamic height is computed by dividing the NAVD 88 EB1730.geopotential number by the normal gravity value computed on the EB1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1730.degrees latitude (g = 980.6199 gals.). EB1730 EB1730.The modeled gravity was interpolated from observed gravity values. EB1730 EB1730; North East Units Scale Factor Converg. EB1730;SPC NC - 138,386.943 589,124.127 MT 0.99988240 -0 07 46.1 EB1730;SPC NC - 454,024.50 1,932,818.07 sFT 0.99988240 -0 07 46.1 EB1730;UTM 17 - 3,874,184.755 662,046.913 MT 0.99992364 +1 01 07.1 EB1730 EB1730! - Elev Factor x Scale Factor = Combined Factor EB1730!SPC NC - 0.99999320 x 0.99988240 = 0.99987560 EB1730!UTM 17 - 0.99999320 x 0.99992364 = 0.99991684 EB1730 EB1730 SUPERSEDED SURVEY CONTROL EB1730 EB1730 NAVD 88 (06/16/98) 75.99 (m) 249.3 (f) LEVELING 3 EB1730 EB1730.Superseded values are not recommended for survey control. EB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1730.See file dsdata.txt to determine how the superseded data were derived. EB1730 EB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6204774185(NAD 83) EB1730_MARKER: DE = TRAVERSE STATION DISK EB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1730_SP_SET: CONCRETE POST EB1730_STAMPING: JAMES 1981 EB1730_MARK LOGO: NCGS EB1730_PROJECTION: RECESSED 3 CENTIMETERS EB1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1730+STABILITY: SURFACE MOTION EB1730 EB1730 HISTORY - Date Condition Report By EB1730 HISTORY - 1981 MONUMENTED NCGS EB1730 HISTORY - 1985 GOOD USPSQD EB1730 HISTORY - 19890401 MARK NOT FOUND USGS EB1730 HISTORY - 20040424 MARK NOT FOUND USPSQD EB1730 EB1730 STATION DESCRIPTION EB1730 EB1730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1730'1.1 MI NORTH FROM RAEFORD. EB1730'ALONG US 401 BYPASS, 1.2 MILES NORTHEAST OF THE NC 211 OVERPASS EB1730'IN WEST RAEFORD, AT INTERSECTION WITH SR 1306 (SILVER STREET) IN EB1730'SOUTH YARD OF ABANDONED CONCRETE BLOCK HOUSE, 28.9 FEET EB1730'NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 60.3 FEET EAST-NORTHEAST EB1730'OF CENTERLINE OF STREET, 8.0 FEET NORTH-NORTHEAST OF BASE OF HIGHWAY EB1730'SIGN POST, 22.1 FEET SOUTH OF SOUTH CORNER OF HOUSE, 57.8 FEET EB1730'SOUTHWEST OF POWER POLE (1026) WITH REFERENCE TAG AND 99.7 FEET EB1730'SOUTHEAST OF 22 INCH PECAN WITH REFERENCE TAG. EB1730'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1730 EB1730 STATION RECOVERY (1985) EB1730 EB1730'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1730'RECOVERED IN GOOD CONDITION. EB1730 EB1730 STATION RECOVERY (1989) EB1730 EB1730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RLM) EB1730'MARK NOT FOUND. EB1730 EB1730 STATION RECOVERY (2004) EB1730 EB1730'RECOVERY NOTE BY US POWER SQUADRON 2004 (SET) EB1730'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2713 *********************************************************************** EZ2713 DESIGNATION - KELLY EZ2713 PID - EZ2713 EZ2713 STATE/COUNTY- NC/HOKE EZ2713 USGS QUAD - CLIFDALE (1982) EZ2713 EZ2713 *CURRENT SURVEY CONTROL EZ2713 ___________________________________________________________________ EZ2713* NAD 83(1986)- 35 01 54.37633(N) 079 05 27.88171(W) ADJUSTED EZ2713* NAVD 88 - 69.597 (meters) 228.34 (feet) ADJUSTED EZ2713 ___________________________________________________________________ EZ2713 LAPLACE CORR- -4.37 (seconds) DEFLEC99 EZ2713 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ2713 DYNAMIC HT - 69.533 (meters) 228.13 (feet) COMP EZ2713 MODELED GRAV- 979,710.1 (mgal) NAVD 88 EZ2713 EZ2713 HORZ ORDER - SECOND EZ2713 VERT ORDER - SECOND CLASS II EZ2713 EZ2713.The North Carolina HARNS have been completed but, EZ2713.due to contractual restrictions, coordinates for these stations EZ2713.will NOT be published in the near future. In the interim, the EZ2713.published coordinates in North Carolina will not be EZ2713.consistent with the Continuously Operating Reference Stations EZ2713.(CORS). The HARN coordinates for these stations are available EZ2713.upon request. Contact Gary Thompson(919-733-3836). EZ2713. EZ2713.In addition, the published North Carolina positions EZ2713.(NAD 83 (1986)) are NOT consistent with those determined in EZ2713.adjacent state readjustments. The discontinuity between stations EZ2713.located in North Carolina and those in adjacent states EZ2713.which have been adjusted to the HARN may be as much as 5 EZ2713.decimeters. This will result in a significant loss of accuracy EZ2713.over lines crossing such state borders. EZ2713 EZ2713 EZ2713.The horizontal coordinates were established by classical geodetic methods EZ2713.and adjusted by the National Geodetic Survey in June 1998. EZ2713 EZ2713.The orthometric height was determined by differential leveling EZ2713.and adjusted by the National Geodetic Survey in June 1991. EZ2713 EZ2713.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2713 EZ2713.The geoid height was determined by GEOID03. EZ2713 EZ2713.The dynamic height is computed by dividing the NAVD 88 EZ2713.geopotential number by the normal gravity value computed on the EZ2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2713.degrees latitude (g = 980.6199 gals.). EZ2713 EZ2713.The modeled gravity was interpolated from observed gravity values. EZ2713 EZ2713; North East Units Scale Factor Converg. EZ2713;SPC NC - 142,190.754 601,291.067 MT 0.99987992 -0 03 09.2 EZ2713;SPC NC - 466,504.17 1,972,735.78 sFT 0.99987992 -0 03 09.2 EZ2713;UTM 17 - 3,878,231.915 674,135.990 MT 0.99997373 +1 05 45.8 EZ2713 EZ2713! - Elev Factor x Scale Factor = Combined Factor EZ2713!SPC NC - 0.99999424 x 0.99987992 = 0.99987417 EZ2713!UTM 17 - 0.99999424 x 0.99997373 = 0.99996798 EZ2713 EZ2713 SUPERSEDED SURVEY CONTROL EZ2713 EZ2713 NAVD 88 (06/16/98) 69.60 (m) 228.3 (f) LEVELING 3 EZ2713 EZ2713.Superseded values are not recommended for survey control. EZ2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2713.See file dsdata.txt to determine how the superseded data were derived. EZ2713 EZ2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7413678232(NAD 83) EZ2713_MARKER: DE = TRAVERSE STATION DISK EZ2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2713_SP_SET: CONCRETE POST EZ2713_STAMPING: KELLY 1981 EZ2713_MARK LOGO: NCGS EZ2713_PROJECTION: RECESSED 13 CENTIMETERS EZ2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2713+STABILITY: SURFACE MOTION EZ2713 EZ2713 HISTORY - Date Condition Report By EZ2713 HISTORY - 1981 MONUMENTED NCGS EZ2713 HISTORY - 1985 GOOD USPSQD EZ2713 HISTORY - 20040424 MARK NOT FOUND USPSQD EZ2713 EZ2713 STATION DESCRIPTION EZ2713 EZ2713'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2713'2.9 MI NW FROM ROCKFISH. EZ2713'ALONG US 401, 5.5 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2713'BYPASS NORTHEAST OF RAEFORD, OR 0.4 MILE WEST OF THE CUMBERLAND-HOKE EZ2713'COUNTY LINE, IN HIGHWAY SHOULDER IN SOUTHEAST QUADRANT OF EZ2713'INTERSECTION WITH DRIVE TO A BRICK HOUSE, BETWEEN BRICK HOUSE AND EZ2713'SHINGLED HOUSE, AND 0.05 MILE EAST OF INTERSECTION WITH SR 1418, EZ2713'16.3 FEET SOUTH OF CENTERLINE OF HIGHWAY, 43.4 FEET EAST-NORTHEAST EZ2713'OF EAST END OF DRIVEWAY CULVERT TO BRICK HOUSE, 126.1 FEET WEST OF EZ2713'WEST END OF DRIVEWAY CULVERT TO SHINGLED HOUSE, 48.1 FEET NORTHWEST EZ2713'OF RIGHT-OF-WAY MARKER, 50.8 FEET NORTHEAST OF POWER POLE WITH EZ2713'TRANSFORMER AND REFERENCE TAG AND 19.7 FEET NORTH OF 20 INCH PINE EZ2713'WITH REFERENCE TAG. EZ2713'THE MARK IS 1 FT BELOW HIGHWAY. EZ2713 EZ2713 STATION RECOVERY (1985) EZ2713 EZ2713'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2713'RECOVERED IN GOOD CONDITION. EZ2713 EZ2713 STATION RECOVERY (2004) EZ2713 EZ2713'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCT) EZ2713'ALL REFERENCE MARKS HAVE BEEN DESTROYED. A SEWER LINE WAS INSTALLED IN EZ2713'THE AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3467 *********************************************************************** EZ3467 DESIGNATION - KNOX EZ3467 PID - EZ3467 EZ3467 STATE/COUNTY- NC/HOKE EZ3467 USGS QUAD - MC CAIN (1983) EZ3467 EZ3467 *CURRENT SURVEY CONTROL EZ3467 ___________________________________________________________________ EZ3467* NAD 83(1986)- 35 05 27.57661(N) 079 18 25.67517(W) ADJUSTED EZ3467* NAVD 88 - 108. (meters) 354. (feet) SCALED EZ3467 ___________________________________________________________________ EZ3467 LAPLACE CORR- -4.37 (seconds) DEFLEC99 EZ3467 GEOID HEIGHT- -32.19 (meters) GEOID03 EZ3467 EZ3467 HORZ ORDER - SECOND EZ3467 EZ3467.The North Carolina HARNS have been completed but, EZ3467.due to contractual restrictions, coordinates for these stations EZ3467.will NOT be published in the near future. In the interim, the EZ3467.published coordinates in North Carolina will not be EZ3467.consistent with the Continuously Operating Reference Stations EZ3467.(CORS). The HARN coordinates for these stations are available EZ3467.upon request. Contact Gary Thompson(919-733-3836). EZ3467. EZ3467.In addition, the published North Carolina positions EZ3467.(NAD 83 (1986)) are NOT consistent with those determined in EZ3467.adjacent state readjustments. The discontinuity between stations EZ3467.located in North Carolina and those in adjacent states EZ3467.which have been adjusted to the HARN may be as much as 5 EZ3467.decimeters. This will result in a significant loss of accuracy EZ3467.over lines crossing such state borders. EZ3467 EZ3467 EZ3467.The horizontal coordinates were established by classical geodetic methods EZ3467.and adjusted by the National Geodetic Survey in July 1986. EZ3467 EZ3467.The orthometric height was scaled from a topographic map. EZ3467 EZ3467.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3467 EZ3467.The geoid height was determined by GEOID03. EZ3467 EZ3467; North East Units Scale Factor Converg. EZ3467;SPC NC - 148,799.683 581,598.279 MT 0.99987651 -0 10 38.2 EZ3467;SPC NC - 488,186.96 1,908,127.02 sFT 0.99987651 -0 10 38.2 EZ3467;UTM 17 - 3,884,444.735 654,313.480 MT 0.99989348 +0 58 24.2 EZ3467 EZ3467! - Elev Factor x Scale Factor = Combined Factor EZ3467!SPC NC - 0.99998814 x 0.99987651 = 0.99986465 EZ3467!UTM 17 - 0.99998814 x 0.99989348 = 0.99988162 EZ3467 EZ3467: Primary Azimuth Mark Grid Az EZ3467:SPC NC - WALDRON 334 03 54.0 EZ3467:UTM 17 - WALDRON 332 54 51.6 EZ3467 EZ3467|---------------------------------------------------------------------| EZ3467| PID Reference Object Distance Geod. Az | EZ3467| dddmmss.s | EZ3467| EZ5591 KNOX RM 1 7.538 METERS 05415 | EZ3467| EZ5592 KNOX RM 2 9.190 METERS 10125 | EZ3467| EZ3469 MONTROSE SANITORIUM TANK APPROX. 5.0 KM 2244629.0 | EZ3467| EZ3468 MONTROSE SANITORIUM STACK APPROX. 4.8 KM 2262108.7 | EZ3467| EZ3461 WALDRON APPROX. 7.2 KM 3335315.8 | EZ3467|---------------------------------------------------------------------| EZ3467 EZ3467 SUPERSEDED SURVEY CONTROL EZ3467 EZ3467 NAD 27 - 35 05 26.97040(N) 079 18 26.56140(W) AD( ) 2 EZ3467 EZ3467.Superseded values are not recommended for survey control. EZ3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3467.See file dsdata.txt to determine how the superseded data were derived. EZ3467 EZ3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5431384445(NAD 83) EZ3467_MARKER: DS = TRIANGULATION STATION DISK EZ3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3467 EZ3467 HISTORY - Date Condition Report By EZ3467 HISTORY - 1947 MONUMENTED CGS EZ3467 HISTORY - 1948 GOOD AMS EZ3467 HISTORY - 1983 GOOD USPSQD EZ3467 EZ3467 STATION DESCRIPTION EZ3467 EZ3467'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3467'ON FORT BRAGG RESERVATION, ABOUT 0.3 MILE NW OF QUEWHIFFLE EZ3467'ROAD, ABOUT 0.1 MILE NE OF MOORE COUNTY ROAD, ON A RIDGE EZ3467'BETWEEN GUM BRANCH AND PINEY CREEK. TO REACH FROM FORT BRAGG, EZ3467'GO W ON PLANK ROAD TO INTERSECTION WITH RAEFORD AND VASS ROAD EZ3467'AT RANGER STATION NO. 1. TURN RIGHT AND GO N ON RAEFORD AND EZ3467'VASS ROAD FOR 2.1 MILES TO JUNCTION WITH CHICKEN ROAD. TURN EZ3467'LEFT, W, AND FOLLOW CHICKEN ROAD FOR 3.7 MILES TO JUNCTION EZ3467'WITH MOORE COUNTY ROAD. TURN RIGHT AND FOLLOW MOORE COUNTY EZ3467'ROAD FOR 2.1 MILES TO A TRAIL ROAD RIGHT. TURN RIGHT, NE, EZ3467'AND GO 0.2 MILE TO EDGE OF CLEARING AND STATION. EZ3467' EZ3467'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED EZ3467'KNOX-1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3467'CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3467' EZ3467'R. M. NO. 1, NE OF STATION AT SAME ELEVATION, IS A USED BRONZE EZ3467'TABLET, STAMPED, ELEV. 354 FEET, SET IN THE TOP OF A 12 IN EZ3467'X 12 IN CONCRETE MONUMENT PROJECTING 6 INCHES. HORIZONTAL EZ3467'DISTANCE FROM STATION 24.73 FEET. EZ3467' EZ3467'R. M. NO. 2, E OF STATION, 30.15 FEET FROM STATION, AT SAME EZ3467'ELEVATION, IS THE CENTER OF BASE OF A 50 MM SHELL CASE, EZ3467'IMBEDDED IN AN 8 IN X 8 IN CONCRETE MONUMENT, PROJECTING EZ3467'8 INCHES, ON WHICH IS INSCRIBED FAB-OP-3. EZ3467 EZ3467 STATION RECOVERY (1948) EZ3467 EZ3467'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3467'STATION RECOVERED IN GOOD CONDITION. EZ3467 EZ3467 STATION RECOVERY (1983) EZ3467 EZ3467'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3467'KNOX 1947 RECOVERED GOOD. EZ3467' EZ3467'DESCRIPTIONS OF MARKER AND LOCATION ARE ACCURATE. R.M. NO. 1 WAS EZ3467'RECOVERED IN GOOD CONDITION. R.M. NO. 2 IS BELIEVED TO HAVE BEEN EZ3467'DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3417 *********************************************************************** EZ3417 DESIGNATION - LATHAM EZ3417 PID - EZ3417 EZ3417 STATE/COUNTY- NC/HOKE EZ3417 USGS QUAD - OVERHILLS (1971) EZ3417 EZ3417 *CURRENT SURVEY CONTROL EZ3417 ___________________________________________________________________ EZ3417* NAD 83(1986)- 35 09 16.92416(N) 079 06 39.46928(W) ADJUSTED EZ3417* NAVD 88 - 117. (meters) 384. (feet) SCALED EZ3417 ___________________________________________________________________ EZ3417 LAPLACE CORR- -5.06 (seconds) DEFLEC99 EZ3417 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ3417 EZ3417 HORZ ORDER - THIRD EZ3417 EZ3417.The North Carolina HARNS have been completed but, EZ3417.due to contractual restrictions, coordinates for these stations EZ3417.will NOT be published in the near future. In the interim, the EZ3417.published coordinates in North Carolina will not be EZ3417.consistent with the Continuously Operating Reference Stations EZ3417.(CORS). The HARN coordinates for these stations are available EZ3417.upon request. Contact Gary Thompson(919-733-3836). EZ3417. EZ3417.In addition, the published North Carolina positions EZ3417.(NAD 83 (1986)) are NOT consistent with those determined in EZ3417.adjacent state readjustments. The discontinuity between stations EZ3417.located in North Carolina and those in adjacent states EZ3417.which have been adjusted to the HARN may be as much as 5 EZ3417.decimeters. This will result in a significant loss of accuracy EZ3417.over lines crossing such state borders. EZ3417 EZ3417 EZ3417.The horizontal coordinates were established by classical geodetic methods EZ3417.and adjusted by the National Geodetic Survey in July 1986. EZ3417 EZ3417.The orthometric height was scaled from a topographic map. EZ3417 EZ3417.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3417 EZ3417.The geoid height was determined by GEOID03. EZ3417 EZ3417; North East Units Scale Factor Converg. EZ3417;SPC NC - 155,829.039 599,491.926 MT 0.99987402 -0 03 50.6 EZ3417;SPC NC - 511,249.11 1,966,833.09 sFT 0.99987402 -0 03 50.6 EZ3417;UTM 17 - 3,891,832.593 672,063.224 MT 0.99996488 +1 05 16.6 EZ3417 EZ3417! - Elev Factor x Scale Factor = Combined Factor EZ3417!SPC NC - 0.99998679 x 0.99987402 = 0.99986081 EZ3417!UTM 17 - 0.99998679 x 0.99996488 = 0.99995167 EZ3417 EZ3417: Primary Azimuth Mark Grid Az EZ3417:SPC NC - MONROE 123 27 11.7 EZ3417:UTM 17 - MONROE 122 18 04.5 EZ3417 EZ3417|---------------------------------------------------------------------| EZ3417| PID Reference Object Distance Geod. Az | EZ3417| dddmmss.s | EZ3417| EZ3418 MONROE APPROX. 2.9 KM 1232321.1 | EZ3417|---------------------------------------------------------------------| EZ3417 EZ3417 SUPERSEDED SURVEY CONTROL EZ3417 EZ3417 NAD 27 - 35 09 16.34360(N) 079 06 40.35660(W) AD( ) 3 EZ3417 EZ3417.Superseded values are not recommended for survey control. EZ3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3417.See file dsdata.txt to determine how the superseded data were derived. EZ3417 EZ3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7206391833(NAD 83) EZ3417_MARKER: DD = SURVEY DISK EZ3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3417_STAMPING: ELEV.393 FEET EZ3417_MARK LOGO: USE EZ3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3417+STABILITY: SURFACE MOTION EZ3417 EZ3417 HISTORY - Date Condition Report By EZ3417 HISTORY - 1947 MONUMENTED USE EZ3417 HISTORY - 1948 GOOD AMS EZ3417 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3417 EZ3417 STATION DESCRIPTION EZ3417 EZ3417'DESCRIBED BY US ENGINEERS 1947 EZ3417'ON FORT BRAGG RESERVATION, ABOUT 0.65 MILE S OF MANCHESTER ROAD EZ3417'AND ABOUT 100 YARDS W OF LATHAM ROAD ON HIGH POINT OF RIDGE. TO EZ3417'REACH FROM FORT BRAGG, GO W ON MANCHESTER ROAD TO JUNCTION WITH EZ3417'LATHAM ROAD. TURN LEFT, S, ON LATHAM ROAD AND GO 0.60 MILE TO EZ3417'A TRAIL ROAD RIGHT. TURN RIGHT AND GO 0.1 MILE TO TOP OF RIDGE EZ3417'AND STATION. A 70 FOOT PERMANET STEEL TOWER SURMOUNTS THE EZ3417'STATION. EZ3417' EZ3417'STATION IS A STANDARD USED BRONZE DISK, STAMPED---ELEV. 393 EZ3417'FEET---, SET IN THE TOP OF A 12 IN X 12 IN CONCRETE MONUMENT EZ3417'PROJECTING 6 INCHES. EZ3417' EZ3417'NOTE--THE INSCRIPTION ON THE BRONZE DISK DOES NOT CORRESPOND EZ3417'WITH THE DESIGNATION ON MAP. THE MAP GIVES ELEVATION AS 385 FEET. EZ3417 EZ3417 STATION RECOVERY (1948) EZ3417 EZ3417'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3417'STATION RECOVERED IN GOOD CONDITION. EZ3417 EZ3417 STATION RECOVERY (2004) EZ3417 EZ3417'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJD) EZ3417'THERE IS NO TOWER BUT THE CONCRETE BASE IS THERE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3436 *********************************************************************** EZ3436 DESIGNATION - MCKAY EZ3436 PID - EZ3436 EZ3436 STATE/COUNTY- NC/HOKE EZ3436 USGS QUAD - NICHOLSON CREEK (1982) EZ3436 EZ3436 *CURRENT SURVEY CONTROL EZ3436 ___________________________________________________________________ EZ3436* NAD 83(1986)- 35 05 56.53352(N) 079 08 34.21238(W) ADJUSTED EZ3436* NAVD 88 - 99. (meters) 325. (feet) SCALED EZ3436 ___________________________________________________________________ EZ3436 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ3436 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ3436 EZ3436 HORZ ORDER - THIRD EZ3436 EZ3436.The North Carolina HARNS have been completed but, EZ3436.due to contractual restrictions, coordinates for these stations EZ3436.will NOT be published in the near future. In the interim, the EZ3436.published coordinates in North Carolina will not be EZ3436.consistent with the Continuously Operating Reference Stations EZ3436.(CORS). The HARN coordinates for these stations are available EZ3436.upon request. Contact Gary Thompson(919-733-3836). EZ3436. EZ3436.In addition, the published North Carolina positions EZ3436.(NAD 83 (1986)) are NOT consistent with those determined in EZ3436.adjacent state readjustments. The discontinuity between stations EZ3436.located in North Carolina and those in adjacent states EZ3436.which have been adjusted to the HARN may be as much as 5 EZ3436.decimeters. This will result in a significant loss of accuracy EZ3436.over lines crossing such state borders. EZ3436 EZ3436 EZ3436.The horizontal coordinates were established by classical geodetic methods EZ3436.and adjusted by the National Geodetic Survey in July 1986. EZ3436 EZ3436.The orthometric height was scaled from a topographic map. EZ3436 EZ3436.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3436 EZ3436.The geoid height was determined by GEOID03. EZ3436 EZ3436; North East Units Scale Factor Converg. EZ3436;SPC NC - 149,657.996 596,579.261 MT 0.99987613 -0 04 56.8 EZ3436;SPC NC - 491,002.94 1,957,277.13 sFT 0.99987613 -0 04 56.8 EZ3436;UTM 17 - 3,885,603.752 669,274.902 MT 0.99995315 +1 04 05.2 EZ3436 EZ3436! - Elev Factor x Scale Factor = Combined Factor EZ3436!SPC NC - 0.99998962 x 0.99987613 = 0.99986575 EZ3436!UTM 17 - 0.99998962 x 0.99995315 = 0.99994277 EZ3436 EZ3436: Primary Azimuth Mark Grid Az EZ3436:SPC NC - COLEMAN 281 14 18.8 EZ3436:UTM 17 - COLEMAN 280 05 16.8 EZ3436 EZ3436|---------------------------------------------------------------------| EZ3436| PID Reference Object Distance Geod. Az | EZ3436| dddmmss.s | EZ3436| EZ3432 COLEMAN APPROX. 2.3 KM 2810922.0 | EZ3436|---------------------------------------------------------------------| EZ3436 EZ3436 SUPERSEDED SURVEY CONTROL EZ3436 EZ3436 NAD 27 - 35 05 55.93780(N) 079 08 35.09790(W) AD( ) 3 EZ3436 EZ3436.Superseded values are not recommended for survey control. EZ3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3436.See file dsdata.txt to determine how the superseded data were derived. EZ3436 EZ3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6927585604(NAD 83) EZ3436_MARKER: DS = TRIANGULATION STATION DISK EZ3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3436_STAMPING: MC KAY-1947 EZ3436_MARK LOGO: CGS EZ3436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3436+STABILITY: SURFACE MOTION EZ3436 EZ3436 HISTORY - Date Condition Report By EZ3436 HISTORY - 1947 MONUMENTED CGS EZ3436 HISTORY - 1948 GOOD AMS EZ3436 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3436 EZ3436 STATION DESCRIPTION EZ3436 EZ3436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3436'ON FORT BRAGG RESERVATION, ON THE EAST SIDE OF THE COLEMAN EZ3436'IMPACT AREA, ABOUT 1.6 MILES S OF LONGSTREET ROAD, ABOUT 1.2 EZ3436'MILES W OF PREACHERS ROAD ON THE SOUTHERN END OF A RIDGE EZ3436'BETWEEN BLACK CREEK AND PATTERSON BRANCH. TO REACH FROM EZ3436'FORT BRAGG, GO W ON LONGSTREET ROAD, TO JUNCTION WITH EZ3436'PREACHERS ROAD. TURN LEFT, S, ON PREACHERS ROAD AND GO 1.1 EZ3436'MILES TO JUNCTION WITH MORGANTON ROAD. TURN RIGHT ON EZ3436'MORGANTON ROAD AND GO ABOUT 1.0 MILE TO A TRAIL ROAD SOUTH. EZ3436'TURN LEFT AND FOLLOW TOP OF RIDGE FOR ABOUT 0.8 MILE TO A LARGE EZ3436'PIECE OF IRON MATERIAL (TARGET). THE STATION IS LOCATED EZ3436'ABOUT 30 YARDS W OF THE TARGET ON TOP OF A SMALL KNOLL. EZ3436' EZ3436'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED---MC KAY EZ3436'-1947---, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE EZ3436'MONUMENT FLUSH WITH THE GROUND. EZ3436 EZ3436 STATION RECOVERY (1948) EZ3436 EZ3436'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3436'STATION RECOVERED IN GOOD CONDITION. EZ3436 EZ3436 STATION RECOVERY (2004) EZ3436 EZ3436'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJD) EZ3436'MARK IS LOCATED IN AN IMPACT AREA ON FT BRAGG AND IS NOT ACCESSIBLE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2716 *********************************************************************** EZ2716 DESIGNATION - MOBILE EZ2716 PID - EZ2716 EZ2716 STATE/COUNTY- NC/HOKE EZ2716 USGS QUAD - NICHOLSON CREEK (1982) EZ2716 EZ2716 *CURRENT SURVEY CONTROL EZ2716 ___________________________________________________________________ EZ2716* NAD 83(1986)- 35 01 53.51540(N) 079 07 47.26286(W) ADJUSTED EZ2716* NAVD 88 - 69.122 (meters) 226.78 (feet) ADJUSTED EZ2716 ___________________________________________________________________ EZ2716 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EZ2716 GEOID HEIGHT- -32.83 (meters) GEOID03 EZ2716 DYNAMIC HT - 69.058 (meters) 226.57 (feet) COMP EZ2716 MODELED GRAV- 979,709.7 (mgal) NAVD 88 EZ2716 EZ2716 HORZ ORDER - SECOND EZ2716 VERT ORDER - SECOND CLASS II EZ2716 EZ2716.The North Carolina HARNS have been completed but, EZ2716.due to contractual restrictions, coordinates for these stations EZ2716.will NOT be published in the near future. In the interim, the EZ2716.published coordinates in North Carolina will not be EZ2716.consistent with the Continuously Operating Reference Stations EZ2716.(CORS). The HARN coordinates for these stations are available EZ2716.upon request. Contact Gary Thompson(919-733-3836). EZ2716. EZ2716.In addition, the published North Carolina positions EZ2716.(NAD 83 (1986)) are NOT consistent with those determined in EZ2716.adjacent state readjustments. The discontinuity between stations EZ2716.located in North Carolina and those in adjacent states EZ2716.which have been adjusted to the HARN may be as much as 5 EZ2716.decimeters. This will result in a significant loss of accuracy EZ2716.over lines crossing such state borders. EZ2716 EZ2716 EZ2716.The horizontal coordinates were established by classical geodetic methods EZ2716.and adjusted by the National Geodetic Survey in June 1998. EZ2716 EZ2716.The orthometric height was determined by differential leveling EZ2716.and adjusted by the National Geodetic Survey in June 1991. EZ2716 EZ2716.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2716 EZ2716.The geoid height was determined by GEOID03. EZ2716 EZ2716.The dynamic height is computed by dividing the NAVD 88 EZ2716.geopotential number by the normal gravity value computed on the EZ2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2716.degrees latitude (g = 980.6199 gals.). EZ2716 EZ2716.The modeled gravity was interpolated from observed gravity values. EZ2716 EZ2716; North East Units Scale Factor Converg. EZ2716;SPC NC - 142,168.156 597,758.423 MT 0.99987994 -0 04 29.7 EZ2716;SPC NC - 466,430.03 1,961,145.76 sFT 0.99987994 -0 04 29.7 EZ2716;UTM 17 - 3,878,138.495 670,604.204 MT 0.99995872 +1 04 25.7 EZ2716 EZ2716! - Elev Factor x Scale Factor = Combined Factor EZ2716!SPC NC - 0.99999430 x 0.99987994 = 0.99987424 EZ2716!UTM 17 - 0.99999430 x 0.99995872 = 0.99995302 EZ2716 EZ2716 SUPERSEDED SURVEY CONTROL EZ2716 EZ2716 NAVD 88 (06/16/98) 69.12 (m) 226.8 (f) LEVELING 3 EZ2716 EZ2716.Superseded values are not recommended for survey control. EZ2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2716.See file dsdata.txt to determine how the superseded data were derived. EZ2716 EZ2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7060478138(NAD 83) EZ2716_MARKER: DE = TRAVERSE STATION DISK EZ2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2716_SP_SET: CONCRETE POST EZ2716_STAMPING: MOBILE 1981 EZ2716_MARK LOGO: NCGS EZ2716_PROJECTION: FLUSH EZ2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2716+STABILITY: SURFACE MOTION EZ2716 EZ2716 HISTORY - Date Condition Report By EZ2716 HISTORY - 1981 MONUMENTED NCGS EZ2716 HISTORY - 1985 GOOD USPSQD EZ2716 HISTORY - 20040424 MARK NOT FOUND USPSQD EZ2716 EZ2716 STATION DESCRIPTION EZ2716 EZ2716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2716'4.5 MI NW FROM ROCKFISH. EZ2716'ALONG US 401, 3.3 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2716'BYPASS NORTHEAST OF RAEFORD, AT DRIVE TO A FRAME GABLED HOUSE, ACROSS EZ2716'HIGHWAY FROM GREEN PINES MOBILE HOME PARK, AND UNDER LARGE CEDAR EZ2716'TREE AND 0.6 MILE EAST OF SR 1411, 33.9 FEET NORTH OF CENTERLINE OF EZ2716'HIGHWAY, 80.4 FEET EAST OF CENTER OF DIRT DRIVEWAY, 99.2 FEET EZ2716'NORTH-NORTHEAST OF TELEPHONE POLE 122 WITH REFERENCE TAG, 9.2 FEET EZ2716'SOUTH OF A TAG ON A 18 INCH CEDAR AND 216.7 FEET WEST OF METAL SIGN EZ2716'POST. EZ2716'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2716 EZ2716 STATION RECOVERY (1985) EZ2716 EZ2716'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2716'RECOVERED IN GOOD CONDITION. EZ2716 EZ2716 STATION RECOVERY (2004) EZ2716 EZ2716'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCT) EZ2716'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3468 *********************************************************************** EZ3468 DESIGNATION - MONTROSE SANITORIUM STACK EZ3468 PID - EZ3468 EZ3468 STATE/COUNTY- NC/HOKE EZ3468 USGS QUAD - MC CAIN (1983) EZ3468 EZ3468 *CURRENT SURVEY CONTROL EZ3468 ___________________________________________________________________ EZ3468* NAD 83(1986)- 35 03 39.79852(N) 079 20 43.06594(W) ADJUSTED EZ3468* NAVD 88 - EZ3468 ___________________________________________________________________ EZ3468 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EZ3468 GEOID HEIGHT- -32.17 (meters) GEOID03 EZ3468 EZ3468 HORZ ORDER - THIRD EZ3468 EZ3468.The North Carolina HARNS have been completed but, EZ3468.due to contractual restrictions, coordinates for these stations EZ3468.will NOT be published in the near future. In the interim, the EZ3468.published coordinates in North Carolina will not be EZ3468.consistent with the Continuously Operating Reference Stations EZ3468.(CORS). The HARN coordinates for these stations are available EZ3468.upon request. Contact Gary Thompson(919-733-3836). EZ3468. EZ3468.In addition, the published North Carolina positions EZ3468.(NAD 83 (1986)) are NOT consistent with those determined in EZ3468.adjacent state readjustments. The discontinuity between stations EZ3468.located in North Carolina and those in adjacent states EZ3468.which have been adjusted to the HARN may be as much as 5 EZ3468.decimeters. This will result in a significant loss of accuracy EZ3468.over lines crossing such state borders. EZ3468 EZ3468 EZ3468.The horizontal coordinates were established by classical geodetic methods EZ3468.and adjusted by the National Geodetic Survey in July 1986. EZ3468 EZ3468 EZ3468.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3468 EZ3468.The geoid height was determined by GEOID03. EZ3468 EZ3468; North East Units Scale Factor Converg. EZ3468;SPC NC - 145,490.125 578,107.106 MT 0.99987810 -0 11 57.5 EZ3468;SPC NC - 477,328.85 1,896,673.06 sFT 0.99987810 -0 11 57.5 EZ3468;UTM 17 - 3,881,065.723 650,889.419 MT 0.99988060 +0 57 02.6 EZ3468 EZ3468 SUPERSEDED SURVEY CONTROL EZ3468 EZ3468 NAD 27 - 35 03 39.18600(N) 079 20 43.94900(W) AD( ) 3 EZ3468 EZ3468.Superseded values are not recommended for survey control. EZ3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3468.See file dsdata.txt to determine how the superseded data were derived. EZ3468 EZ3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5088981066(NAD 83) EZ3468_MARKER: 63 = STACK EZ3468 EZ3468 HISTORY - Date Condition Report By EZ3468 HISTORY - 1947 FIRST OBSERVED USE EZ3468 HISTORY - 1948 GOOD AMS EZ3468 HISTORY - 1983 GOOD USPSQD EZ3468 HISTORY - 1985 GOOD USPSQD EZ3468 EZ3468 STATION DESCRIPTION EZ3468 EZ3468'DESCRIBED BY US ENGINEERS 1947 EZ3468'STATION IS A TALL RED BRICK SMOKE STACK, LOCATED AT MONTROSE EZ3468'SANITORIUM (ALSO CALLED THE N. C. SANITORIUM FOR TUBERCULOSIS), EZ3468'ABOUT 1 MILE NW OF SW CORNER OF FORT BRAGG RESERVATION, ON EZ3468'ROUTE 211 (ROAD BETWEEN RAEFORD AND ABERDEEN), ABOUT 7 MILES EZ3468'SE OF ABERDEEN, ON E SIDE OF ROAD ACROSS FROM SANITORIUM EZ3468'BUILDINGS. EZ3468 EZ3468 STATION RECOVERY (1948) EZ3468 EZ3468'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3468'STATION RECOVERED IN GOOD CONDITION. EZ3468 EZ3468 STATION RECOVERY (1983) EZ3468 EZ3468'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3468'STATION RECOVERED GOOD. EZ3468' EZ3468'STATION IS IN USE AND IS WELL MAINTAINED. DESCRIPTION OF STATION EZ3468'AND LOCATION CORRECT. EZ3468 EZ3468 STATION RECOVERY (1985) EZ3468 EZ3468'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3468'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3469 *********************************************************************** EZ3469 DESIGNATION - MONTROSE SANITORIUM TANK EZ3469 PID - EZ3469 EZ3469 STATE/COUNTY- NC/HOKE EZ3469 USGS QUAD - MC CAIN (1983) EZ3469 EZ3469 *CURRENT SURVEY CONTROL EZ3469 ___________________________________________________________________ EZ3469* NAD 83(1986)- 35 03 31.52808(N) 079 20 45.67664(W) ADJUSTED EZ3469* NAVD 88 - EZ3469 ___________________________________________________________________ EZ3469 LAPLACE CORR- -4.10 (seconds) DEFLEC99 EZ3469 GEOID HEIGHT- -32.17 (meters) GEOID03 EZ3469 EZ3469 HORZ ORDER - THIRD EZ3469 EZ3469.The North Carolina HARNS have been completed but, EZ3469.due to contractual restrictions, coordinates for these stations EZ3469.will NOT be published in the near future. In the interim, the EZ3469.published coordinates in North Carolina will not be EZ3469.consistent with the Continuously Operating Reference Stations EZ3469.(CORS). The HARN coordinates for these stations are available EZ3469.upon request. Contact Gary Thompson(919-733-3836). EZ3469. EZ3469.In addition, the published North Carolina positions EZ3469.(NAD 83 (1986)) are NOT consistent with those determined in EZ3469.adjacent state readjustments. The discontinuity between stations EZ3469.located in North Carolina and those in adjacent states EZ3469.which have been adjusted to the HARN may be as much as 5 EZ3469.decimeters. This will result in a significant loss of accuracy EZ3469.over lines crossing such state borders. EZ3469 EZ3469 EZ3469.The horizontal coordinates were established by classical geodetic methods EZ3469.and adjusted by the National Geodetic Survey in July 1986. EZ3469 EZ3469 EZ3469.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3469 EZ3469.The geoid height was determined by GEOID03. EZ3469 EZ3469; North East Units Scale Factor Converg. EZ3469;SPC NC - 145,235.517 578,040.074 MT 0.99987823 -0 11 59.0 EZ3469;SPC NC - 476,493.53 1,896,453.14 sFT 0.99987823 -0 11 59.0 EZ3469;UTM 17 - 3,880,809.820 650,827.510 MT 0.99988037 +0 57 00.9 EZ3469 EZ3469 SUPERSEDED SURVEY CONTROL EZ3469 EZ3469 NAD 27 - 35 03 30.91500(N) 079 20 46.55900(W) AD( ) 3 EZ3469 EZ3469.Superseded values are not recommended for survey control. EZ3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3469.See file dsdata.txt to determine how the superseded data were derived. EZ3469 EZ3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5082880810(NAD 83) EZ3469_MARKER: 53 = ELEVATED TANK EZ3469_SETTING: 0 = UNSPECIFIED SETTING EZ3469 EZ3469 HISTORY - Date Condition Report By EZ3469 HISTORY - 1947 FIRST OBSERVED USE EZ3469 HISTORY - 1948 GOOD AMS EZ3469 HISTORY - 1983 GOOD USPSQD EZ3469 HISTORY - 1985 GOOD USPSQD EZ3469 EZ3469 STATION DESCRIPTION EZ3469 EZ3469'DESCRIBED BY US ENGINEERS 1947 EZ3469'STATION IS THE CENTER OF THE TOP OF A TALL STEEL QUADRUPOD EZ3469'WATER TOWER, LOCATED AT MONTROSE SANITORIUM (ALSO CALLED THE EZ3469'N. C. SANITORIUM FOR TUBERCULOSIS). ABOUT ONE MILE NW OF SW EZ3469'CORNER OF FORT BRAGG RESERVATION, ON ROUTE 211, (ROAD BETWEEN EZ3469'RAEFORD AND ABERDEEN), ABOUT 7 MILES SE OF ABERDEEN, ON W SIDE EZ3469'OF ROAD NEAR SANITORIUM BUILDINGS. EZ3469 EZ3469 STATION RECOVERY (1948) EZ3469 EZ3469'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3469'STATION RECOVERED IN GOOD CONDITION. EZ3469 EZ3469 STATION RECOVERY (1983) EZ3469 EZ3469'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3469'STATION RECOVERED GOOD. EZ3469' EZ3469'STATION IS IN USE AND WELL MAINTAINED. DESCRIPTIONS OF STATION AND EZ3469'LOCATION ARE CORRECT. EZ3469 EZ3469 STATION RECOVERY (1985) EZ3469 EZ3469'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3469'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0841 *********************************************************************** EB0841 DESIGNATION - NC 351 EB0841 PID - EB0841 EB0841 STATE/COUNTY- NC/HOKE EB0841 USGS QUAD - PARKTON (1982) EB0841 EB0841 *CURRENT SURVEY CONTROL EB0841 ___________________________________________________________________ EB0841* NAD 83(1986)- 34 59 33.70523(N) 079 03 59.26826(W) ADJUSTED EB0841* NAVD 88 - 66.046 (meters) 216.69 (feet) ADJUSTED EB0841 ___________________________________________________________________ EB0841 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB0841 GEOID HEIGHT- -33.06 (meters) GEOID03 EB0841 DYNAMIC HT - 65.985 (meters) 216.49 (feet) COMP EB0841 MODELED GRAV- 979,713.5 (mgal) NAVD 88 EB0841 EB0841 HORZ ORDER - SECOND EB0841 VERT ORDER - SECOND CLASS 0 EB0841 EB0841.The North Carolina HARNS have been completed but, EB0841.due to contractual restrictions, coordinates for these stations EB0841.will NOT be published in the near future. In the interim, the EB0841.published coordinates in North Carolina will not be EB0841.consistent with the Continuously Operating Reference Stations EB0841.(CORS). The HARN coordinates for these stations are available EB0841.upon request. Contact Gary Thompson(919-733-3836). EB0841. EB0841.In addition, the published North Carolina positions EB0841.(NAD 83 (1986)) are NOT consistent with those determined in EB0841.adjacent state readjustments. The discontinuity between stations EB0841.located in North Carolina and those in adjacent states EB0841.which have been adjusted to the HARN may be as much as 5 EB0841.decimeters. This will result in a significant loss of accuracy EB0841.over lines crossing such state borders. EB0841 EB0841 EB0841.The horizontal coordinates were established by classical geodetic methods EB0841.and adjusted by the National Geodetic Survey in July 1986. EB0841 EB0841.The orthometric height was determined by differential leveling EB0841.and adjusted by the National Geodetic Survey in June 1991. EB0841 EB0841.The Laplace correction was computed from DEFLEC99 derived deflections. EB0841 EB0841.The geoid height was determined by GEOID03. EB0841 EB0841.The dynamic height is computed by dividing the NAVD 88 EB0841.geopotential number by the normal gravity value computed on the EB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0841.degrees latitude (g = 980.6199 gals.). EB0841 EB0841.The modeled gravity was interpolated from observed gravity values. EB0841 EB0841; North East Units Scale Factor Converg. EB0841;SPC NC - 137,854.442 603,534.070 MT 0.99988276 -0 02 18.1 EB0841;SPC NC - 452,277.45 1,980,094.69 sFT 0.99988276 -0 02 18.1 EB0841;UTM 17 - 3,873,940.996 676,465.652 MT 0.99998380 +1 06 32.8 EB0841 EB0841! - Elev Factor x Scale Factor = Combined Factor EB0841!SPC NC - 0.99999482 x 0.99988276 = 0.99987758 EB0841!UTM 17 - 0.99999482 x 0.99998380 = 0.99997862 EB0841 EB0841: Primary Azimuth Mark Grid Az EB0841:SPC NC - ROCK 259 23 37.4 EB0841:UTM 17 - ROCK 258 14 46.5 EB0841 EB0841|---------------------------------------------------------------------| EB0841| PID Reference Object Distance Geod. Az | EB0841| dddmmss.s | EB0841| EB3470 NC 351 RM 1 31.909 METERS 09657 | EB0841| EB3471 NC 351 RM 2 30.446 METERS 17946 | EB0841| EB2566 3 TT A 95 76 313.521 METERS 24321 | EB0841| EB2577 ROCK APPROX. 6.2 KM 2592119.3 | EB0841|---------------------------------------------------------------------| EB0841 EB0841 SUPERSEDED SURVEY CONTROL EB0841 EB0841 NAD 27 - 34 59 33.12100(N) 079 04 00.14400(W) AD( ) 2 EB0841 NGVD 29 (??/??/92) 66.304 (m) 217.53 (f) ADJ UNCH 2 0 EB0841 EB0841.Superseded values are not recommended for survey control. EB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0841.See file dsdata.txt to determine how the superseded data were derived. EB0841 EB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7646673941(NAD 83) EB0841_MARKER: DB = BENCH MARK DISK EB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0841_STAMPING: 351 EB0841_MARK LOGO: NCGS EB0841_MAGNETIC: O = OTHER; SEE DESCRIPTION EB0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0841+STABILITY: SURFACE MOTION EB0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB0841+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001 EB0841 EB0841 HISTORY - Date Condition Report By EB0841 HISTORY - 1949 MONUMENTED NCGS EB0841 HISTORY - 1943 GOOD NGS EB0841 HISTORY - 1975 GOOD NGS EB0841 HISTORY - 1982 GOOD LOCSUR EB0841 HISTORY - 20010426 GOOD NCGS EB0841 EB0841 STATION DESCRIPTION EB0841 EB0841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1949 (LWS) EB0841'STATION IS LOCATED IN THE TOWN OF ROCKFISH ABOUT 300 FEET EB0841'NORTHWEST OF THE ABERDEEN ROCKFISH RAIL ROAD DEPOT. IT IS 255 EB0841'FEET NORTHWEST OF THE INTERSECTION OF THE RAIL ROAD TRACKS AND EB0841'A BLACKTOP ROAD, 203 FEET WEST OF THE INTERSECTION OF AN EB0841'EAST-WEST PAVED ROAD ROAD AND A T-ROAD SOUTH, 50 FEET SOUTHWEST EB0841'OF THE SOUTHWEST CORNER OF A HOUSE, 42 FEET NORTH OF THE CENTER EB0841'OF THE PAVED ROAD AND 21 FEET NORTHWEST OF A POWER LINE POLE EB0841'AND A WHITE WITNESS POST. THE DISK IS A STANDARD NCGS BENCH EB0841'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 EB0841'INCHES AND IS STAMPED 351. EB0841' EB0841'REFERENCE MARK NO. 1 IS 44 FEET SOUTHEAST OF THE SOUTHEAST EB0841'CORNER OF THE HOUSE AND 30 FEET NORTH OF THE CENTER OF THE EB0841'PAVED ROAD. THE MARK IS FLUSH AND THE DISK IS STAMPED NC 351 EB0841'NO 1 1949. EB0841' EB0841'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF THE CENTER OF THE EB0841'PAVED ROAD AND 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF A EB0841'HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED NC 351 NO 2 1949. EB0841' EB0841'3 TT-A 95/76 USE IS 200 FEET NORTHWEST OF EB0841'THE NORTHWEST CORNER OF THE ROCKFISH SCHOOL BUILDING, 33 FEET EB0841'SOUTH OF THE CENTER OF THE PAVED ROAD, 12 FEET NORTHEAST OF A EB0841'POWER LINE POLE AND 1 FOOT WEST OF A WHITE WITNESS POST. THE EB0841'MARK IS A 8 X 8 INCH CONCRETE POST PROJECTING 6 INCHES WITH A EB0841'STANDARD CORPS OF ENGINEERS U.S. ARMY BENCH MARK DISK STAMPED 3 EB0841'TT-A 95/76 30TH ENGRS NC 43. EB0841' EB0841'TO REACH THE BENCH MARK FROM THE STATION GO WEST ON THE PAVED EB0841'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED. EB0841' EB0841'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EB0841 EB0841 STATION RECOVERY (1943) EB0841 EB0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943 EB0841'AT ROCKFISH. EB0841'AT ROCKFISH, HOKE COUNTY, ON THE ABERDEEN AND ROCKFISH RAILROAD, EB0841'74 YARDS WEST OF THE CENTER OF A ROAD CROSSING, 52 FEET NORTH EB0841'OF THE CENTERLINE OF A GRADED ROAD, 6 FEET SOUTH OF A LARGE TREE EB0841'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. EB0841 EB0841 STATION RECOVERY (1975) EB0841 EB0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) EB0841'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO EB0841'BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE EB0841'EXCEPT THE ABERDEEN ROCKFISH RAILROAD DEPOT HAS BEEN RAZED AND EB0841'THE ROCKFISH TABERNACLE BAPTIST CHURCH BELFRY IS NOT VISIBLE EB0841'FROM STATION. EB0841' EB0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB0841'AT ROCKFISH. EB0841 EB0841 STATION RECOVERY (1982) EB0841 EB0841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (ARM) EB0841'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB0841 EB0841 STATION RECOVERY (2001) EB0841 EB0841'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EB0841'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. EB0841'REFERENCED AREA FALLS IN NEW CONCRETE DRIVE TO A STORAGE FACILITY. EB0841'MARK IS LOCATED UNDER THIS CONCRETE DRIVE. ACCESS TO MARK THROUGH A EB0841'SEWER CAP (PHILLIPS HEAD SCREW DRIVER NEEDED). MARK IS RECESSED EB0841'6-INCHES UNDER CONCRETE. EB0841'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EB0841'CORRECTION. EB0841'MARK PROJECTS 1-INCH ABOVE GROUND. EB0841'REFERENCE MARK 2 WAS NOT SEARCHED FOR THIS DATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3930 *********************************************************************** EB3930 DESIGNATION - OAKS EB3930 PID - EB3930 EB3930 STATE/COUNTY- NC/HOKE EB3930 USGS QUAD - RAEFORD (1982) EB3930 EB3930 *CURRENT SURVEY CONTROL EB3930 ___________________________________________________________________ EB3930* NAD 83(1986)- 34 53 01.11219(N) 079 12 26.80221(W) ADJUSTED EB3930* NAVD 88 - 67.9 (meters) 223. (feet) VERTCON EB3930 ___________________________________________________________________ EB3930 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EB3930 GEOID HEIGHT- -32.87 (meters) GEOID03 EB3930 EB3930 HORZ ORDER - SECOND EB3930 EB3930.The North Carolina HARNS have been completed but, EB3930.due to contractual restrictions, coordinates for these stations EB3930.will NOT be published in the near future. In the interim, the EB3930.published coordinates in North Carolina will not be EB3930.consistent with the Continuously Operating Reference Stations EB3930.(CORS). The HARN coordinates for these stations are available EB3930.upon request. Contact Gary Thompson(919-733-3836). EB3930. EB3930.In addition, the published North Carolina positions EB3930.(NAD 83 (1986)) are NOT consistent with those determined in EB3930.adjacent state readjustments. The discontinuity between stations EB3930.located in North Carolina and those in adjacent states EB3930.which have been adjusted to the HARN may be as much as 5 EB3930.decimeters. This will result in a significant loss of accuracy EB3930.over lines crossing such state borders. EB3930 EB3930 EB3930.The horizontal coordinates were established by classical geodetic methods EB3930.and adjusted by the National Geodetic Survey in April 1991. EB3930 EB3930.The NAVD 88 height was computed by applying the VERTCON shift value to EB3930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3930 EB3930.The Laplace correction was computed from DEFLEC99 derived deflections. EB3930 EB3930.The geoid height was determined by GEOID03. EB3930 EB3930; North East Units Scale Factor Converg. EB3930;SPC NC - 125,775.235 590,639.213 MT 0.99989311 -0 07 11.0 EB3930;SPC NC - 412,647.58 1,937,788.82 sFT 0.99989311 -0 07 11.0 EB3930;UTM 17 - 3,861,605.391 663,814.141 MT 0.99993075 +1 01 31.5 EB3930 EB3930! - Elev Factor x Scale Factor = Combined Factor EB3930!SPC NC - 0.99999450 x 0.99989311 = 0.99988761 EB3930!UTM 17 - 0.99999450 x 0.99993075 = 0.99992525 EB3930 EB3930 SUPERSEDED SURVEY CONTROL EB3930 EB3930 NGVD 29 (04/22/91) 68.2 (m) 224. (f) VERT ANG EB3930 EB3930.Superseded values are not recommended for survey control. EB3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3930.See file dsdata.txt to determine how the superseded data were derived. EB3930 EB3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6381461605(NAD 83) EB3930_MARKER: DE = TRAVERSE STATION DISK EB3930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3930_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3930+STABILITY: SURFACE MOTION EB3930 EB3930 HISTORY - Date Condition Report By EB3930 HISTORY - 1977 MONUMENTED NCGS EB3930 EB3930 STATION DESCRIPTION EB3930 EB3930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3930'THE STATION IS LOCATED APPROXIMATELY 6.5 MILES SOUTH OF RAEFORD AND EB3930'4.9 MILES NORTH-NORTHWEST OF RED SPRINGS. EB3930' EB3930'TO REACH STATION FROM INTERSECTION OF NC 211 AND SR 1105 AT ANTIOCH, EB3930'PROCEED SOUTH ALONG NC 211 FOR 0.15 MILE TO STATION IN RIGHT SHOULDER EB3930'OF HIGHWAY APPROXIMATELY 280 FEET NORTH OF SR 1130. EB3930' EB3930'STATION MARK IS A STANDARD DISK STAMPED---OAKS 1977---SET IN THE TOP EB3930'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE. EB3930'THE MARK IS 17.3 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 211, 47.0 EB3930'FEET NORTHEAST OF POWER POLE 2300 WITH REFERENCE TAG, 97.5 FEET EB3930'SOUTH-SOUTHEAST OF WEST END OF CULVERT UNDER NC 211, 104.2 FEET SOUTH EB3930'OF EAST END OF CULVERT, 112.2 FEET NORTH OF A 60 INCH OAK WITH EB3930'REFERENCE TAG AND 72.7 FEET SOUTH-SOUTHEAST OF A 60 INCH OAK WITH EB3930'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3933 *********************************************************************** EB3933 DESIGNATION - OLD SCHOOL EB3933 PID - EB3933 EB3933 STATE/COUNTY- NC/HOKE EB3933 USGS QUAD - WAGRAM (1982) EB3933 EB3933 *CURRENT SURVEY CONTROL EB3933 ___________________________________________________________________ EB3933* NAD 83(1986)- 34 57 11.33754(N) 079 16 52.00018(W) ADJUSTED EB3933* NAVD 88 - 79.6 (meters) 261. (feet) VERTCON EB3933 ___________________________________________________________________ EB3933 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EB3933 GEOID HEIGHT- -32.57 (meters) GEOID03 EB3933 EB3933 HORZ ORDER - SECOND EB3933 EB3933.The North Carolina HARNS have been completed but, EB3933.due to contractual restrictions, coordinates for these stations EB3933.will NOT be published in the near future. In the interim, the EB3933.published coordinates in North Carolina will not be EB3933.consistent with the Continuously Operating Reference Stations EB3933.(CORS). The HARN coordinates for these stations are available EB3933.upon request. Contact Gary Thompson(919-733-3836). EB3933. EB3933.In addition, the published North Carolina positions EB3933.(NAD 83 (1986)) are NOT consistent with those determined in EB3933.adjacent state readjustments. The discontinuity between stations EB3933.located in North Carolina and those in adjacent states EB3933.which have been adjusted to the HARN may be as much as 5 EB3933.decimeters. This will result in a significant loss of accuracy EB3933.over lines crossing such state borders. EB3933 EB3933 EB3933.The horizontal coordinates were established by classical geodetic methods EB3933.and adjusted by the National Geodetic Survey in April 1991. EB3933 EB3933.The NAVD 88 height was computed by applying the VERTCON shift value to EB3933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3933 EB3933.The Laplace correction was computed from DEFLEC99 derived deflections. EB3933 EB3933.The geoid height was determined by GEOID03. EB3933 EB3933; North East Units Scale Factor Converg. EB3933;SPC NC - 133,501.969 583,927.437 MT 0.99988609 -0 09 44.1 EB3933;SPC NC - 437,997.71 1,915,768.60 sFT 0.99988609 -0 09 44.1 EB3933;UTM 17 - 3,869,196.529 656,948.958 MT 0.99990360 +0 59 05.9 EB3933 EB3933! - Elev Factor x Scale Factor = Combined Factor EB3933!SPC NC - 0.99999262 x 0.99988609 = 0.99987871 EB3933!UTM 17 - 0.99999262 x 0.99990360 = 0.99989622 EB3933 EB3933 SUPERSEDED SURVEY CONTROL EB3933 EB3933 NGVD 29 (04/22/91) 79.8 (m) 262. (f) VERT ANG EB3933 EB3933.Superseded values are not recommended for survey control. EB3933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3933.See file dsdata.txt to determine how the superseded data were derived. EB3933 EB3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5694969197(NAD 83) EB3933_MARKER: DE = TRAVERSE STATION DISK EB3933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3933_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3933_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3933+STABILITY: SURFACE MOTION EB3933 EB3933 HISTORY - Date Condition Report By EB3933 HISTORY - 1978 MONUMENTED NCGS EB3933 HISTORY - 1985 GOOD USPSQD EB3933 EB3933 STATION DESCRIPTION EB3933 EB3933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3933'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES WEST-SOUTHWEST OF EB3933'RAEFORD AND 6.6 MILES NORTHEAST OF WAGRAM. EB3933' EB3933'TO REACH STATION FROM INTERSECTION OF US 401 BUSINESS WITH US 401 EB3933'BYPASS IN WEST EDGE OF RAEFORD, PROCEED SOUTHWESTERLY ALONG US 401 FOR EB3933'3.75 MILES TO SR 1139 AND STATION IN FORK OF INTERSECTION ACROSS EB3933'HIGHWAY FROM AN OLD BRICK SCHOOL HOUSE WHICH IS NOW AN ANTIQUE STORE. EB3933' EB3933'STATION MARK IS A STANDARD DISK STAMPED---OLD SCHOOL 1978---SET IN EB3933'TOP OF A 9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3933'SURFACE. THE MARK IS 27.4 FEET SOUTH-SOUTHEAST OF CENTERLINE OF EB3933'HIGHWAY, 25.2 FEET NORTH OF CENTERLINE OF SR 1139, 126.1 FEET EAST OF EB3933'CENTERLINE OF INTERSECTION, 80.3 FEET WEST-SOUTHWEST OF HIGHWAY SIGN EB3933'POST WITH REFERENCE TAG AND 12.4 FEET NORTHWEST OF STOP SIGN POST. EB3933 EB3933 STATION RECOVERY (1985) EB3933 EB3933'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3933'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1733 *********************************************************************** EB1733 DESIGNATION - OVERPASS NCGS EB1733 PID - EB1733 EB1733 STATE/COUNTY- NC/HOKE EB1733 USGS QUAD - RAEFORD (1982) EB1733 EB1733 *CURRENT SURVEY CONTROL EB1733 ___________________________________________________________________ EB1733* NAD 83(1986)- 34 59 04.65873(N) 079 14 07.89066(W) ADJUSTED EB1733* NAVD 88 - 90.417 (meters) 296.64 (feet) ADJUSTED EB1733 ___________________________________________________________________ EB1733 LAPLACE CORR- -4.13 (seconds) DEFLEC99 EB1733 GEOID HEIGHT- -32.63 (meters) GEOID03 EB1733 DYNAMIC HT - 90.333 (meters) 296.37 (feet) COMP EB1733 MODELED GRAV- 979,708.1 (mgal) NAVD 88 EB1733 EB1733 HORZ ORDER - SECOND EB1733 VERT ORDER - SECOND CLASS II EB1733 EB1733.The North Carolina HARNS have been completed but, EB1733.due to contractual restrictions, coordinates for these stations EB1733.will NOT be published in the near future. In the interim, the EB1733.published coordinates in North Carolina will not be EB1733.consistent with the Continuously Operating Reference Stations EB1733.(CORS). The HARN coordinates for these stations are available EB1733.upon request. Contact Gary Thompson(919-733-3836). EB1733. EB1733.In addition, the published North Carolina positions EB1733.(NAD 83 (1986)) are NOT consistent with those determined in EB1733.adjacent state readjustments. The discontinuity between stations EB1733.located in North Carolina and those in adjacent states EB1733.which have been adjusted to the HARN may be as much as 5 EB1733.decimeters. This will result in a significant loss of accuracy EB1733.over lines crossing such state borders. EB1733 EB1733 EB1733.The horizontal coordinates were established by classical geodetic methods EB1733.and adjusted by the National Geodetic Survey in June 1998. EB1733 EB1733.The orthometric height was determined by differential leveling EB1733.and adjusted by the National Geodetic Survey in June 1991. EB1733 EB1733.The Laplace correction was computed from DEFLEC99 derived deflections. EB1733 EB1733.The geoid height was determined by GEOID03. EB1733 EB1733.The dynamic height is computed by dividing the NAVD 88 EB1733.geopotential number by the normal gravity value computed on the EB1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1733.degrees latitude (g = 980.6199 gals.). EB1733 EB1733.The modeled gravity was interpolated from observed gravity values. EB1733 EB1733; North East Units Scale Factor Converg. EB1733;SPC NC - 136,982.904 588,099.064 MT 0.99988340 -0 08 09.4 EB1733;SPC NC - 449,418.08 1,929,455.01 sFT 0.99988340 -0 08 09.4 EB1733;UTM 17 - 3,872,760.406 661,050.147 MT 0.99991967 +1 00 42.8 EB1733 EB1733! - Elev Factor x Scale Factor = Combined Factor EB1733!SPC NC - 0.99999093 x 0.99988340 = 0.99987433 EB1733!UTM 17 - 0.99999093 x 0.99991967 = 0.99991060 EB1733 EB1733 SUPERSEDED SURVEY CONTROL EB1733 EB1733 NAVD 88 (06/16/98) 90.42 (m) 296.7 (f) LEVELING 3 EB1733 EB1733.Superseded values are not recommended for survey control. EB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1733.See file dsdata.txt to determine how the superseded data were derived. EB1733 EB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6105072760(NAD 83) EB1733_MARKER: DE = TRAVERSE STATION DISK EB1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1733_SP_SET: CONCRETE POST EB1733_STAMPING: OVERPASS 1981 EB1733_MARK LOGO: NCGS EB1733_PROJECTION: FLUSH EB1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1733+STABILITY: SURFACE MOTION EB1733 EB1733 HISTORY - Date Condition Report By EB1733 HISTORY - 1981 MONUMENTED NCGS EB1733 HISTORY - 1985 GOOD USPSQD EB1733 HISTORY - 20040424 GOOD USPSQD EB1733 EB1733 STATION DESCRIPTION EB1733 EB1733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1733'IN RAEFORD. EB1733'AT WEST EDGE OF RAEFORD AT NORTH END OF US 401 BYPASS OVERPASS EB1733'OF NC 211 AND ABERDEEN/ROCKFISH RAILROAD, 18.4 FEET EAST OF THE EB1733'CENTERLINE OF HIGHWAY, 2.4 FEET SOUTH OF NORTHEAST END OF WINGWALL, EB1733'5.0 FEET NORTHEAST OF NORTHEAST END OF BRIDGE RAIL, 7.4 FEET SOUTH EB1733'OF SOUTHERNMOST GUARD RAIL SUPPORT POST, AND 7.2 FEET NORTH-NORTHWEST EB1733'OF EAST END OF BRIDGE ABUTMENT. EB1733'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1733 EB1733 STATION RECOVERY (1985) EB1733 EB1733'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1733'RECOVERED IN GOOD CONDITION. EB1733 EB1733 STATION RECOVERY (2004) EB1733 EB1733'RECOVERY NOTE BY US POWER SQUADRON 2004 (SET) EB1733'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2738 *********************************************************************** EZ2738 DESIGNATION - PECAN NCGS EZ2738 PID - EZ2738 EZ2738 STATE/COUNTY- NC/HOKE EZ2738 USGS QUAD - NICHOLSON CREEK (1982) EZ2738 EZ2738 *CURRENT SURVEY CONTROL EZ2738 ___________________________________________________________________ EZ2738* NAD 83(1986)- 35 00 23.25642(N) 079 10 48.08162(W) ADJUSTED EZ2738* NAVD 88 - 78.580 (meters) 257.81 (feet) ADJUSTED EZ2738 ___________________________________________________________________ EZ2738 LAPLACE CORR- -4.36 (seconds) DEFLEC99 EZ2738 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ2738 DYNAMIC HT - 78.507 (meters) 257.57 (feet) COMP EZ2738 MODELED GRAV- 979,707.8 (mgal) NAVD 88 EZ2738 EZ2738 HORZ ORDER - SECOND EZ2738 VERT ORDER - SECOND CLASS II EZ2738 EZ2738.The North Carolina HARNS have been completed but, EZ2738.due to contractual restrictions, coordinates for these stations EZ2738.will NOT be published in the near future. In the interim, the EZ2738.published coordinates in North Carolina will not be EZ2738.consistent with the Continuously Operating Reference Stations EZ2738.(CORS). The HARN coordinates for these stations are available EZ2738.upon request. Contact Gary Thompson(919-733-3836). EZ2738. EZ2738.In addition, the published North Carolina positions EZ2738.(NAD 83 (1986)) are NOT consistent with those determined in EZ2738.adjacent state readjustments. The discontinuity between stations EZ2738.located in North Carolina and those in adjacent states EZ2738.which have been adjusted to the HARN may be as much as 5 EZ2738.decimeters. This will result in a significant loss of accuracy EZ2738.over lines crossing such state borders. EZ2738 EZ2738 EZ2738.The horizontal coordinates were established by classical geodetic methods EZ2738.and adjusted by the National Geodetic Survey in June 1998. EZ2738 EZ2738.The orthometric height was determined by differential leveling EZ2738.and adjusted by the National Geodetic Survey in June 1991. EZ2738 EZ2738.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2738 EZ2738.The geoid height was determined by GEOID03. EZ2738 EZ2738.The dynamic height is computed by dividing the NAVD 88 EZ2738.geopotential number by the normal gravity value computed on the EZ2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2738.degrees latitude (g = 980.6199 gals.). EZ2738 EZ2738.The modeled gravity was interpolated from observed gravity values. EZ2738 EZ2738; North East Units Scale Factor Converg. EZ2738;SPC NC - 139,394.140 593,170.524 MT 0.99988171 -0 06 14.1 EZ2738;SPC NC - 457,328.94 1,946,093.63 sFT 0.99988171 -0 06 14.1 EZ2738;UTM 17 - 3,875,272.884 666,072.516 MT 0.99993992 +1 02 39.5 EZ2738 EZ2738! - Elev Factor x Scale Factor = Combined Factor EZ2738!SPC NC - 0.99999280 x 0.99988171 = 0.99987452 EZ2738!UTM 17 - 0.99999280 x 0.99993992 = 0.99993272 EZ2738 EZ2738 SUPERSEDED SURVEY CONTROL EZ2738 EZ2738 NAVD 88 (06/16/98) 78.58 (m) 257.8 (f) LEVELING 3 EZ2738 EZ2738.Superseded values are not recommended for survey control. EZ2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2738.See file dsdata.txt to determine how the superseded data were derived. EZ2738 EZ2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6607375273(NAD 83) EZ2738_MARKER: DE = TRAVERSE STATION DISK EZ2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2738_SP_SET: CONCRETE POST EZ2738_STAMPING: PECAN 1981 EZ2738_MARK LOGO: NCGS EZ2738_PROJECTION: RECESSED 10 CENTIMETERS EZ2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2738+STABILITY: SURFACE MOTION EZ2738 EZ2738 HISTORY - Date Condition Report By EZ2738 HISTORY - 1981 MONUMENTED NCGS EZ2738 HISTORY - 1985 GOOD USPSQD EZ2738 EZ2738 STATION DESCRIPTION EZ2738 EZ2738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2738'3.1 MI NE FROM RAEFORD. EZ2738'ALONG US 401 BYPASS, 0.1 MILE WEST OF THE INTERSECTION WITH US 401 EZ2738'BUSINESS NORTHEAST OF RAEFORD, AT DIRT DRIVE NORTH BETWEEN ROWS OF EZ2738'PECAN TREES, 19.4 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 27.8 FEET EZ2738'EAST-NORTHEAST OF CENTERLINE OF DRIVE, 11.1 FEET SOUTH OF 26 INCH EZ2738'PECAN WITH REFERENCE TAG, 46.5 FEET EAST OF 22 INCH PECAN WITH EZ2738'REFERENCE TAG, 74.9 FEET NORTH-NORTHEAST OF POWER POLE WITH REFERENCE EZ2738'TAG AND 52.0 FEET NORTHWEST OF HIGHWAY INTERSECTION SIGN POST WITH EZ2738'REFERENCE TAG. EZ2738'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2738 EZ2738 STATION RECOVERY (1985) EZ2738 EZ2738'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2738'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3946 *********************************************************************** EB3946 DESIGNATION - PICNIC EB3946 PID - EB3946 EB3946 STATE/COUNTY- NC/HOKE EB3946 USGS QUAD - WAGRAM (1982) EB3946 EB3946 *CURRENT SURVEY CONTROL EB3946 ___________________________________________________________________ EB3946* NAD 83(1986)- 34 57 47.58331(N) 079 15 40.61581(W) ADJUSTED EB3946* NAVD 88 - 81. (meters) 266. (feet) SCALED EB3946 ___________________________________________________________________ EB3946 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EB3946 GEOID HEIGHT- -32.61 (meters) GEOID03 EB3946 EB3946 HORZ ORDER - SECOND EB3946 EB3946.The North Carolina HARNS have been completed but, EB3946.due to contractual restrictions, coordinates for these stations EB3946.will NOT be published in the near future. In the interim, the EB3946.published coordinates in North Carolina will not be EB3946.consistent with the Continuously Operating Reference Stations EB3946.(CORS). The HARN coordinates for these stations are available EB3946.upon request. Contact Gary Thompson(919-733-3836). EB3946. EB3946.In addition, the published North Carolina positions EB3946.(NAD 83 (1986)) are NOT consistent with those determined in EB3946.adjacent state readjustments. The discontinuity between stations EB3946.located in North Carolina and those in adjacent states EB3946.which have been adjusted to the HARN may be as much as 5 EB3946.decimeters. This will result in a significant loss of accuracy EB3946.over lines crossing such state borders. EB3946 EB3946 EB3946.The horizontal coordinates were established by classical geodetic methods EB3946.and adjusted by the National Geodetic Survey in April 1991. EB3946 EB3946.The orthometric height was scaled from a topographic map. EB3946 EB3946.The Laplace correction was computed from DEFLEC99 derived deflections. EB3946 EB3946.The geoid height was determined by GEOID03. EB3946 EB3946; North East Units Scale Factor Converg. EB3946;SPC NC - 134,613.862 585,741.347 MT 0.99988520 -0 09 02.9 EB3946;SPC NC - 441,645.65 1,921,719.74 sFT 0.99988520 -0 09 02.9 EB3946;UTM 17 - 3,870,344.543 658,740.279 MT 0.99991057 +0 59 47.7 EB3946 EB3946! - Elev Factor x Scale Factor = Combined Factor EB3946!SPC NC - 0.99999242 x 0.99988520 = 0.99987762 EB3946!UTM 17 - 0.99999242 x 0.99991057 = 0.99990299 EB3946 EB3946 SUPERSEDED SURVEY CONTROL EB3946 EB3946 NGVD 29 (04/22/91) 81.2 (m) 266. (f) VERT ANG EB3946 EB3946.Superseded values are not recommended for survey control. EB3946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3946.See file dsdata.txt to determine how the superseded data were derived. EB3946 EB3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5874070345(NAD 83) EB3946_MARKER: DE = TRAVERSE STATION DISK EB3946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3946_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3946_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3946+STABILITY: SURFACE MOTION EB3946 EB3946 HISTORY - Date Condition Report By EB3946 HISTORY - 1978 MONUMENTED NCGS EB3946 HISTORY - 1985 GOOD USPSQD EB3946 HISTORY - 20050309 GOOD GEOCAC EB3946 EB3946 STATION DESCRIPTION EB3946 EB3946'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3946'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST-SOUTHWEST OF EB3946'RAEFORD AND 7.9 MILES NORTHEAST OF WAGRAM. EB3946' EB3946'TO REACH STATION FROM US 401 BUSINESS WITH US 401 BYPASS AT WEST EDGE EB3946'OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 1.55 MILES TO DRIVEWAY EB3946'ON RIGHT AND STATION APPROXIMATELY 250 FEET NORTHEAST OF AND ACROSS EB3946'THE HIGHWAY FROM A PICNIC AREA AND 0.65 MILE NORTHEAST OF INTERSECTION EB3946'WITH SR 1208. EB3946' EB3946'STATION MARK IS A STANDARD DISK STAMPED---PICNIC 1978---SET IN TOP OF EB3946'A 9 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3946'THE MARK IS 43.7 FEET NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 15.6 EB3946'FEET EAST-NORTHEAST OF CENTERLINE OF DIRT DRIVEWAY, 3.4 FEET SOUTH OF EB3946'METAL WITNESS POST WITH REFERENCE TAG, 3.4 FEET NORTHEAST OF TELEPHONE EB3946'PEDESTAL 48-8 AND 157.2 FEET WEST-SOUTHWEST OF TELEPHONE PEDESTAL EB3946'48-7. EB3946 EB3946 STATION RECOVERY (1985) EB3946 EB3946'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3946'RECOVERED IN GOOD CONDITION. EB3946 EB3946 STATION RECOVERY (2005) EB3946 EB3946'RECOVERY NOTE BY GEOCACHING 2005 (MFK) EB3946'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS AND CORRECTIONS. EB3946'PICNIC AREA NO LONGER EXISTS. METAL WITNESS POST IS GONE. TELEPHONE EB3946'PEDESTALS AT 3.4 FT ARE NUMBERED 401S R27W1 AND LP3 401S R27W. EB3946'TELEPHONE PEDESTAL AT 157.2 FT IS NUMBERED R26W. EB3946' EB3946' EB3946' EB3946' EB3946' EB3946' EB3946' EB3946' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6392 *********************************************************************** EZ6392 DESIGNATION - PINTOP EZ6392 PID - EZ6392 EZ6392 STATE/COUNTY- NC/HOKE EZ6392 USGS QUAD - PINEBLUFF (1982) EZ6392 EZ6392 *CURRENT SURVEY CONTROL EZ6392 ___________________________________________________________________ EZ6392* NAD 83(1986)- 35 03 27.63691(N) 079 25 59.30063(W) ADJUSTED EZ6392* NAVD 88 - 126.0 (meters) 413. (feet) VERTCON EZ6392 ___________________________________________________________________ EZ6392 LAPLACE CORR- -3.72 (seconds) DEFLEC99 EZ6392 GEOID HEIGHT- -31.97 (meters) GEOID03 EZ6392 EZ6392 HORZ ORDER - SECOND EZ6392 EZ6392.The North Carolina HARNS have been completed but, EZ6392.due to contractual restrictions, coordinates for these stations EZ6392.will NOT be published in the near future. In the interim, the EZ6392.published coordinates in North Carolina will not be EZ6392.consistent with the Continuously Operating Reference Stations EZ6392.(CORS). The HARN coordinates for these stations are available EZ6392.upon request. Contact Gary Thompson(919-733-3836). EZ6392. EZ6392.In addition, the published North Carolina positions EZ6392.(NAD 83 (1986)) are NOT consistent with those determined in EZ6392.adjacent state readjustments. The discontinuity between stations EZ6392.located in North Carolina and those in adjacent states EZ6392.which have been adjusted to the HARN may be as much as 5 EZ6392.decimeters. This will result in a significant loss of accuracy EZ6392.over lines crossing such state borders. EZ6392 EZ6392 EZ6392.The horizontal coordinates were established by classical geodetic methods EZ6392.and adjusted by the National Geodetic Survey in April 1991. EZ6392 EZ6392.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6392 EZ6392.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6392 EZ6392.The geoid height was determined by GEOID03. EZ6392 EZ6392; North East Units Scale Factor Converg. EZ6392;SPC NC - 145,146.802 570,093.447 MT 0.99987830 -0 14 60.0 EZ6392;SPC NC - 476,202.47 1,870,381.58 sFT 0.99987830 -0 14 60.0 EZ6392;UTM 17 - 3,880,561.630 642,884.363 MT 0.99985162 +0 54 00.6 EZ6392 EZ6392! - Elev Factor x Scale Factor = Combined Factor EZ6392!SPC NC - 0.99998524 x 0.99987830 = 0.99986354 EZ6392!UTM 17 - 0.99998524 x 0.99985162 = 0.99983686 EZ6392 EZ6392 SUPERSEDED SURVEY CONTROL EZ6392 EZ6392 NGVD 29 (04/22/91) 126.2 (m) 414. (f) VERT ANG EZ6392 EZ6392.Superseded values are not recommended for survey control. EZ6392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6392.See file dsdata.txt to determine how the superseded data were derived. EZ6392 EZ6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4288480562(NAD 83) EZ6392_MARKER: DE = TRAVERSE STATION DISK EZ6392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6392_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6392_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6392+STABILITY: SURFACE MOTION EZ6392 EZ6392 HISTORY - Date Condition Report By EZ6392 HISTORY - 1978 MONUMENTED NCGS EZ6392 EZ6392 STATION DESCRIPTION EZ6392 EZ6392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ6392'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES SOUTH-SOUTHEAST OF PINE EZ6392'BLUFF AND 5.0 MILES SOUTH OF ABERDEEN. EZ6392' EZ6392'TO REACH STATION FROM US 15-501 BRIDGE OVER DROWNING CREEK AT THE EZ6392'HOKE SCOTLAND COUNTY LINE, PROCEED NORTHERLY ALONG US 15-501 FOR 2.5 EZ6392'MILES TO STATION ON LEFT ON DITCH BANK AND 0.65 MILE NORTH OF SR 1225 EZ6392'CROSSROAD. EZ6392' EZ6392'STATION MARK IS A STANDARD DISK STAMPED---PINTOP 1978---SET IN TOP OF EZ6392'A 9 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ6392'THE MARK IS 29.4 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 233 EZ6392'FEET SOUTH-SOUTHWEST OF CENTERLINE OF GRAVEL DRIVEWAY TO SIDES EZ6392'RESIDENCES, 44.7 FEET NORTHEAST OF POWER POLE, 32.4 FEET EAST OF AN 8 EZ6392'INCH PINE AND 30.7 FEET SOUTH OF AN 8 INCH PINE ALL WITH REFERENCE EZ6392'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3437 *********************************************************************** EZ3437 DESIGNATION - POLLY RAY EZ3437 PID - EZ3437 EZ3437 STATE/COUNTY- NC/HOKE EZ3437 USGS QUAD - NICHOLSON CREEK (1982) EZ3437 EZ3437 *CURRENT SURVEY CONTROL EZ3437 ___________________________________________________________________ EZ3437* NAD 83(1986)- 35 07 04.72216(N) 079 07 41.29333(W) ADJUSTED EZ3437* NAVD 88 - 142. (meters) 466. (feet) SCALED EZ3437 ___________________________________________________________________ EZ3437 LAPLACE CORR- -4.91 (seconds) DEFLEC99 EZ3437 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ3437 EZ3437 HORZ ORDER - SECOND EZ3437 EZ3437.The North Carolina HARNS have been completed but, EZ3437.due to contractual restrictions, coordinates for these stations EZ3437.will NOT be published in the near future. In the interim, the EZ3437.published coordinates in North Carolina will not be EZ3437.consistent with the Continuously Operating Reference Stations EZ3437.(CORS). The HARN coordinates for these stations are available EZ3437.upon request. Contact Gary Thompson(919-733-3836). EZ3437. EZ3437.In addition, the published North Carolina positions EZ3437.(NAD 83 (1986)) are NOT consistent with those determined in EZ3437.adjacent state readjustments. The discontinuity between stations EZ3437.located in North Carolina and those in adjacent states EZ3437.which have been adjusted to the HARN may be as much as 5 EZ3437.decimeters. This will result in a significant loss of accuracy EZ3437.over lines crossing such state borders. EZ3437 EZ3437 EZ3437.The horizontal coordinates were established by classical geodetic methods EZ3437.and adjusted by the National Geodetic Survey in July 1986. EZ3437 EZ3437.The orthometric height was scaled from a topographic map. EZ3437 EZ3437.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3437 EZ3437.The geoid height was determined by GEOID03. EZ3437 EZ3437; North East Units Scale Factor Converg. EZ3437;SPC NC - 151,757.299 597,922.099 MT 0.99987530 -0 04 26.2 EZ3437;SPC NC - 497,890.41 1,961,682.75 sFT 0.99987530 -0 04 26.2 EZ3437;UTM 17 - 3,887,729.771 670,575.411 MT 0.99995860 +1 04 37.5 EZ3437 EZ3437! - Elev Factor x Scale Factor = Combined Factor EZ3437!SPC NC - 0.99998287 x 0.99987530 = 0.99985818 EZ3437!UTM 17 - 0.99998287 x 0.99995860 = 0.99994147 EZ3437 EZ3437: Primary Azimuth Mark Grid Az EZ3437:SPC NC - MONROE 058 24 05.1 EZ3437:UTM 17 - MONROE 057 15 01.4 EZ3437 EZ3437|---------------------------------------------------------------------| EZ3437| PID Reference Object Distance Geod. Az | EZ3437| dddmmss.s | EZ3437| EZ3418 MONROE APPROX. 4.7 KM 0581938.9 | EZ3437| EZ5623 POLLY RAY RM 1 3.157 METERS 21759 | EZ3437| EZ3438 POLLY RAY AZ MK 275.299 METERS 25627 | EZ3437|---------------------------------------------------------------------| EZ3437 EZ3437 SUPERSEDED SURVEY CONTROL EZ3437 EZ3437 NAD 27 - 35 07 04.13190(N) 079 07 42.17950(W) AD( ) 2 EZ3437 EZ3437.Superseded values are not recommended for survey control. EZ3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3437.See file dsdata.txt to determine how the superseded data were derived. EZ3437 EZ3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7057587730(NAD 83) EZ3437_MARKER: DS = TRIANGULATION STATION DISK EZ3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3437_STAMPING: POLLY RAY-1947 EZ3437_MARK LOGO: CGS EZ3437 EZ3437 HISTORY - Date Condition Report By EZ3437 HISTORY - 1947 MONUMENTED CGS EZ3437 HISTORY - 1948 GOOD AMS EZ3437 HISTORY - 1977 GOOD NGS EZ3437 HISTORY - 1983 MARK NOT FOUND USPSQD EZ3437 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3437 EZ3437 STATION DESCRIPTION EZ3437 EZ3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3437'ON FORT BRAGG RESERVATION, ON TOP OF A SMALL HILL ABOUT 0.2 EZ3437'MILE S OF LONGSTREET ROAD AND ABOUT 0.3 MILE W OF PREACHERS EZ3437'ROAD. TO REACH FROM FORT BRAGG GO W ON LONGSTREET ROAD TO EZ3437'JUNCTION WITH PREACHERS ROAD. TURN LEFT, S, ON PREACHERS EZ3437'ROAD AND GO ABOUT 75 YARDS TO A TRAIL ROAD DIAGONALLY EZ3437'RIGHT, SW. FOLLOW THIS TRAIL ROAD ABOUT 0.5 MILE TO TOP OF EZ3437'HILL AND STATION. EZ3437' EZ3437'STATION IS A STANDARD USC AND GS BRONZE TABLET, STAMPED---POLLY EZ3437'RAY-1947---, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3437'CONCRETE POST FLUSH WITH THE GROUND. EZ3437' EZ3437'R.M. NO. 1, AT SAME ELEVATION AS STATION AND SW OF STATION, EZ3437'IS A USGS DISK STAMPED---ELEV. 466---SET IN THE TOP OF A MASS OF EZ3437'CONCRETE HAVING PROJECTING SQUARE TOP. HORIZONTAL DISTANCE, EZ3437'10.357 FEET. EZ3437' EZ3437'AZIMUTH MARK IS THE CENTER OF THE BASE OF A 50 MM SHELL CASE EZ3437'SET IN THE TOP OF A 6 IN X 6 IN CONCRETE MONUMENT PROJECTING EZ3437'8 INCHES. TOP OF POST IS INSCRIBED---FAB-OP-1---. MARK IS LOCATED EZ3437'ABOUT 0.2 MILE SW OF STATION ON TOP PROJECTING POINT OF EZ3437'RIDGE. HORIZONTAL DISTANCE FROM STATION 903.21 FEET. EZ3437 EZ3437 STATION RECOVERY (1948) EZ3437 EZ3437'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3437'STATION RECOVERED IN GOOD CONDITION. EZ3437 EZ3437 STATION RECOVERY (1977) EZ3437 EZ3437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EZ3437'STATION RECOVERED IN GOOD CONDITION. EZ3437 EZ3437 STATION RECOVERY (1983) EZ3437 EZ3437'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3437'MARKER WAS NOT RECOVERED. A MILITARY MAP SHOWING THE LOCATION OF EZ3437'THE MARKER WAS USED. A NON-COMMISSIONED OFFICER FROM THE FT. BRAGG EZ3437'RANGE CONTROL OFFICE WHO WAS THOROUGHLY FAMILIAR WITH THE AREA EZ3437'ASSISTED IN THE SEARCH. THE LOCATION WAS PROBED EXTENSIVELY EZ3437'TO A DEPTH OF 12 TO 16 INCHES IN ATTEMPT TO LOCATE. THE AZIMUTH EZ3437'MARK IS BELIEVED TO HAVE BEEN DESTROYED BY BULDOZER WORK AT THE EZ3437'TOP OF THE RIDGE. EZ3437 EZ3437 STATION RECOVERY (2004) EZ3437 EZ3437'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEK) EZ3437'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3438 *********************************************************************** EZ3438 DESIGNATION - POLLY RAY AZ MK EZ3438 PID - EZ3438 EZ3438 STATE/COUNTY- NC/HOKE EZ3438 USGS QUAD - NICHOLSON CREEK (1982) EZ3438 EZ3438 *CURRENT SURVEY CONTROL EZ3438 ___________________________________________________________________ EZ3438* NAD 83(1986)- 35 07 02.62963(N) 079 07 51.86300(W) ADJUSTED EZ3438* NAVD 88 - 139. (meters) 456. (feet) SCALED EZ3438 ___________________________________________________________________ EZ3438 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EZ3438 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ3438 EZ3438 HORZ ORDER - SECOND EZ3438 EZ3438.The North Carolina HARNS have been completed but, EZ3438.due to contractual restrictions, coordinates for these stations EZ3438.will NOT be published in the near future. In the interim, the EZ3438.published coordinates in North Carolina will not be EZ3438.consistent with the Continuously Operating Reference Stations EZ3438.(CORS). The HARN coordinates for these stations are available EZ3438.upon request. Contact Gary Thompson(919-733-3836). EZ3438. EZ3438.In addition, the published North Carolina positions EZ3438.(NAD 83 (1986)) are NOT consistent with those determined in EZ3438.adjacent state readjustments. The discontinuity between stations EZ3438.located in North Carolina and those in adjacent states EZ3438.which have been adjusted to the HARN may be as much as 5 EZ3438.decimeters. This will result in a significant loss of accuracy EZ3438.over lines crossing such state borders. EZ3438 EZ3438 EZ3438.The horizontal coordinates were established by classical geodetic methods EZ3438.and adjusted by the National Geodetic Survey in July 1986. EZ3438 EZ3438.The orthometric height was scaled from a topographic map. EZ3438 EZ3438.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3438 EZ3438.The geoid height was determined by GEOID03. EZ3438 EZ3438; North East Units Scale Factor Converg. EZ3438;SPC NC - 151,693.170 597,654.408 MT 0.99987533 -0 04 32.3 EZ3438;SPC NC - 497,680.01 1,960,804.50 sFT 0.99987533 -0 04 32.3 EZ3438;UTM 17 - 3,887,660.272 670,309.042 MT 0.99995748 +1 04 31.3 EZ3438 EZ3438! - Elev Factor x Scale Factor = Combined Factor EZ3438!SPC NC - 0.99998334 x 0.99987533 = 0.99985867 EZ3438!UTM 17 - 0.99998334 x 0.99995748 = 0.99994082 EZ3438 EZ3438 SUPERSEDED SURVEY CONTROL EZ3438 EZ3438 NAD 27 - 35 07 02.03920(N) 079 07 52.74880(W) AD( ) 2 EZ3438 EZ3438.Superseded values are not recommended for survey control. EZ3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3438.See file dsdata.txt to determine how the superseded data were derived. EZ3438 EZ3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7030987660(NAD 83) EZ3438_MARKER: M = AMMO SHELL CASING EZ3438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3438_MARK LOGO: CGS EZ3438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3438+STABILITY: SURFACE MOTION EZ3438 EZ3438 HISTORY - Date Condition Report By EZ3438 HISTORY - 1947 MONUMENTED CGS EZ3438 EZ3438 STATION DESCRIPTION EZ3438 EZ3438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3438'AZIMUTH MARK IS THE CENTER OF THE BASE OF A 50 MM SHELL CASE EZ3438'SET IN THE TOP OF A 6 IN X 6 IN CONCRETE MONUMENT PROJECTING EZ3438'8 INCHES. TOP OF POST IS INSCRIBED FAB-OP-1. MARK IS LOCATED EZ3438'ABOUT 0.2 MILE SW OF STATION ON TOP PROJECTING POINT OF EZ3438'RIDGE. HORIZONTAL DISTANCE FROM STATION 903.21 FEET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3951 *********************************************************************** EB3951 DESIGNATION - POND EB3951 PID - EB3951 EB3951 STATE/COUNTY- NC/HOKE EB3951 USGS QUAD - RAEFORD (1982) EB3951 EB3951 *CURRENT SURVEY CONTROL EB3951 ___________________________________________________________________ EB3951* NAD 83(1986)- 34 53 37.49268(N) 079 12 17.44686(W) ADJUSTED EB3951* NAVD 88 - 63.4 (meters) 208. (feet) VERTCON EB3951 ___________________________________________________________________ EB3951 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3951 GEOID HEIGHT- -32.86 (meters) GEOID03 EB3951 EB3951 HORZ ORDER - SECOND EB3951 EB3951.The North Carolina HARNS have been completed but, EB3951.due to contractual restrictions, coordinates for these stations EB3951.will NOT be published in the near future. In the interim, the EB3951.published coordinates in North Carolina will not be EB3951.consistent with the Continuously Operating Reference Stations EB3951.(CORS). The HARN coordinates for these stations are available EB3951.upon request. Contact Gary Thompson(919-733-3836). EB3951. EB3951.In addition, the published North Carolina positions EB3951.(NAD 83 (1986)) are NOT consistent with those determined in EB3951.adjacent state readjustments. The discontinuity between stations EB3951.located in North Carolina and those in adjacent states EB3951.which have been adjusted to the HARN may be as much as 5 EB3951.decimeters. This will result in a significant loss of accuracy EB3951.over lines crossing such state borders. EB3951 EB3951 EB3951.The horizontal coordinates were established by classical geodetic methods EB3951.and adjusted by the National Geodetic Survey in April 1991. EB3951 EB3951.The NAVD 88 height was computed by applying the VERTCON shift value to EB3951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3951 EB3951.The Laplace correction was computed from DEFLEC99 derived deflections. EB3951 EB3951.The geoid height was determined by GEOID03. EB3951 EB3951; North East Units Scale Factor Converg. EB3951;SPC NC - 126,895.730 590,879.067 MT 0.99989200 -0 07 05.6 EB3951;SPC NC - 416,323.74 1,938,575.74 sFT 0.99989200 -0 07 05.6 EB3951;UTM 17 - 3,862,730.499 664,031.560 MT 0.99993162 +1 01 37.8 EB3951 EB3951! - Elev Factor x Scale Factor = Combined Factor EB3951!SPC NC - 0.99999521 x 0.99989200 = 0.99988721 EB3951!UTM 17 - 0.99999521 x 0.99993162 = 0.99992683 EB3951 EB3951 SUPERSEDED SURVEY CONTROL EB3951 EB3951 NGVD 29 (04/22/91) 63.6 (m) 209. (f) VERT ANG EB3951 EB3951.Superseded values are not recommended for survey control. EB3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3951.See file dsdata.txt to determine how the superseded data were derived. EB3951 EB3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6403262730(NAD 83) EB3951_MARKER: DE = TRAVERSE STATION DISK EB3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3951_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3951_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3951+STABILITY: SURFACE MOTION EB3951 EB3951 HISTORY - Date Condition Report By EB3951 HISTORY - 1977 MONUMENTED NCGS EB3951 EB3951 STATION DESCRIPTION EB3951 EB3951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3951'THE STATION IS LOCATED APPROXIMATELY 5.8 MILES SOUTH OF RAEFORD AND EB3951'5.4 MILES NORTH-NORTHWEST OF RED SPRINGS. EB3951' EB3951'TO REACH STATION FROM NC 211 AND SR 1105 CROSSROAD AT ANTIOCH, PROCEED EB3951'NORTH ALONG NC 211 FOR 0.6 MILE TO STATION ON RIGHT APPROXIMATELY 250 EB3951'FEET NORTHEAST OF THE ENTRANCE TO HODGINS MILL ROAD. EB3951' EB3951'STATION MARK IS A STANDARD DISK STAMPED---POND 1977---SET IN THE TOP EB3951'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EB3951'THE MARK IS 41.7 FEET EAST OF CENTERLINE OF NC 211, 30.9 FEET EB3951'SOUTHWEST OF A 6 INCH PINE WITH REFERENCE TAG, 21.3 FEET NORTHWEST OF EB3951'A 10 INCH PINE WITH REFERENCE TAG, 60.8 FEET SOUTH-SOUTHWEST OF A 5 EB3951'INCH PINE WITH REFERENCE TAG AND 71.5 FEET NORTH-NORTHEAST OF SIGN EB3951'POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3953 *********************************************************************** EB3953 DESIGNATION - PORTER EB3953 PID - EB3953 EB3953 STATE/COUNTY- NC/HOKE EB3953 USGS QUAD - RAEFORD (1982) EB3953 EB3953 *CURRENT SURVEY CONTROL EB3953 ___________________________________________________________________ EB3953* NAD 83(1986)- 34 53 47.50691(N) 079 12 20.32431(W) ADJUSTED EB3953* NAVD 88 - 67.4 (meters) 221. (feet) VERTCON EB3953 ___________________________________________________________________ EB3953 LAPLACE CORR- -3.83 (seconds) DEFLEC99 EB3953 GEOID HEIGHT- -32.85 (meters) GEOID03 EB3953 EB3953 HORZ ORDER - SECOND EB3953 EB3953.The North Carolina HARNS have been completed but, EB3953.due to contractual restrictions, coordinates for these stations EB3953.will NOT be published in the near future. In the interim, the EB3953.published coordinates in North Carolina will not be EB3953.consistent with the Continuously Operating Reference Stations EB3953.(CORS). The HARN coordinates for these stations are available EB3953.upon request. Contact Gary Thompson(919-733-3836). EB3953. EB3953.In addition, the published North Carolina positions EB3953.(NAD 83 (1986)) are NOT consistent with those determined in EB3953.adjacent state readjustments. The discontinuity between stations EB3953.located in North Carolina and those in adjacent states EB3953.which have been adjusted to the HARN may be as much as 5 EB3953.decimeters. This will result in a significant loss of accuracy EB3953.over lines crossing such state borders. EB3953 EB3953 EB3953.The horizontal coordinates were established by classical geodetic methods EB3953.and adjusted by the National Geodetic Survey in April 1991. EB3953 EB3953.The NAVD 88 height was computed by applying the VERTCON shift value to EB3953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3953 EB3953.The Laplace correction was computed from DEFLEC99 derived deflections. EB3953 EB3953.The geoid height was determined by GEOID03. EB3953 EB3953; North East Units Scale Factor Converg. EB3953;SPC NC - 127,204.448 590,806.654 MT 0.99989169 -0 07 07.3 EB3953;SPC NC - 417,336.59 1,938,338.16 sFT 0.99989169 -0 07 07.3 EB3953;UTM 17 - 3,863,037.720 663,952.987 MT 0.99993131 +1 01 36.4 EB3953 EB3953! - Elev Factor x Scale Factor = Combined Factor EB3953!SPC NC - 0.99999457 x 0.99989169 = 0.99988626 EB3953!UTM 17 - 0.99999457 x 0.99993131 = 0.99992588 EB3953 EB3953 SUPERSEDED SURVEY CONTROL EB3953 EB3953 NGVD 29 (04/22/91) 67.7 (m) 222. (f) VERT ANG EB3953 EB3953.Superseded values are not recommended for survey control. EB3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3953.See file dsdata.txt to determine how the superseded data were derived. EB3953 EB3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6395363038(NAD 83) EB3953_MARKER: DE = TRAVERSE STATION DISK EB3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3953_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3953_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3953+STABILITY: SURFACE MOTION EB3953 EB3953 HISTORY - Date Condition Report By EB3953 HISTORY - 1977 MONUMENTED NCGS EB3953 EB3953 STATION DESCRIPTION EB3953 EB3953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3953'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES SOUTH OF RAEFORD AND EB3953'5.7 MILES NORTH-NORTHWEST OF RED SPRINGS. EB3953' EB3953'TO REACH STATION FROM NC 211 AND SR 1105 AT ANTIOCH, PROCEED NORTH EB3953'ALONG NC 211 FOR 0.8 MILE TO STATION ON RIGHT WHERE DITCH FROM EB3953'CULTIVATED FIELD REACHES ROAD, EAST OF A BLOCK BUILDING AND EB3953'APPROXIMATELY 300 FEET NORTH OF FORKS WITH SR 1459. EB3953' EB3953'STATION MARK IS A STANDARD DISK STAMPED---PORTER 1977---SET IN THE EB3953'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB3953'SURFACE. THE MARK IS 37.5 FEET NORTHEAST OF CENTERLINE OF NC 211, 25.2 EB3953'FEET NORTH OF NORTH END OF HEADWALL, 110.2 FEET SOUTH-SOUTHEAST OF EB3953'TELEPHONE PEDESTAL, 76.0 FEET NORTH-NORTHEAST OF POWER POLE WITH EB3953'TRANSFORMER AND REFERENCE TAG AND 127.0 FEET SOUTHEAST OF METAL PORTER EB3953'SEAFOOD SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2730 *********************************************************************** EZ2730 DESIGNATION - POWER EZ2730 PID - EZ2730 EZ2730 STATE/COUNTY- NC/HOKE EZ2730 USGS QUAD - NICHOLSON CREEK (1982) EZ2730 EZ2730 *CURRENT SURVEY CONTROL EZ2730 ___________________________________________________________________ EZ2730* NAD 83(1986)- 35 00 07.97027(N) 079 11 48.12431(W) ADJUSTED EZ2730* NAVD 88 - 78.305 (meters) 256.91 (feet) ADJUSTED EZ2730 ___________________________________________________________________ EZ2730 LAPLACE CORR- -4.25 (seconds) DEFLEC99 EZ2730 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ2730 DYNAMIC HT - 78.233 (meters) 256.67 (feet) COMP EZ2730 MODELED GRAV- 979,707.5 (mgal) NAVD 88 EZ2730 EZ2730 HORZ ORDER - SECOND EZ2730 VERT ORDER - SECOND CLASS II EZ2730 EZ2730.The North Carolina HARNS have been completed but, EZ2730.due to contractual restrictions, coordinates for these stations EZ2730.will NOT be published in the near future. In the interim, the EZ2730.published coordinates in North Carolina will not be EZ2730.consistent with the Continuously Operating Reference Stations EZ2730.(CORS). The HARN coordinates for these stations are available EZ2730.upon request. Contact Gary Thompson(919-733-3836). EZ2730. EZ2730.In addition, the published North Carolina positions EZ2730.(NAD 83 (1986)) are NOT consistent with those determined in EZ2730.adjacent state readjustments. The discontinuity between stations EZ2730.located in North Carolina and those in adjacent states EZ2730.which have been adjusted to the HARN may be as much as 5 EZ2730.decimeters. This will result in a significant loss of accuracy EZ2730.over lines crossing such state borders. EZ2730 EZ2730 EZ2730.The horizontal coordinates were established by classical geodetic methods EZ2730.and adjusted by the National Geodetic Survey in June 1998. EZ2730 EZ2730.The orthometric height was determined by differential leveling EZ2730.and adjusted by the National Geodetic Survey in June 1991. EZ2730 EZ2730.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2730 EZ2730.The geoid height was determined by GEOID03. EZ2730 EZ2730.The dynamic height is computed by dividing the NAVD 88 EZ2730.geopotential number by the normal gravity value computed on the EZ2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2730.degrees latitude (g = 980.6199 gals.). EZ2730 EZ2730.The modeled gravity was interpolated from observed gravity values. EZ2730 EZ2730; North East Units Scale Factor Converg. EZ2730;SPC NC - 138,926.014 591,647.342 MT 0.99988202 -0 06 48.7 EZ2730;SPC NC - 455,793.10 1,941,096.32 sFT 0.99988202 -0 06 48.7 EZ2730;UTM 17 - 3,874,774.303 664,558.936 MT 0.99993375 +1 02 04.6 EZ2730 EZ2730! - Elev Factor x Scale Factor = Combined Factor EZ2730!SPC NC - 0.99999284 x 0.99988202 = 0.99987486 EZ2730!UTM 17 - 0.99999284 x 0.99993375 = 0.99992659 EZ2730 EZ2730 SUPERSEDED SURVEY CONTROL EZ2730 EZ2730 NAVD 88 (06/16/98) 78.31 (m) 256.9 (f) LEVELING 3 EZ2730 EZ2730.Superseded values are not recommended for survey control. EZ2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2730.See file dsdata.txt to determine how the superseded data were derived. EZ2730 EZ2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6455974774(NAD 83) EZ2730_MARKER: DE = TRAVERSE STATION DISK EZ2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2730_SP_SET: CONCRETE POST EZ2730_STAMPING: POWER 1981 EZ2730_MARK LOGO: NCGS EZ2730_PROJECTION: RECESSED 15 CENTIMETERS EZ2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2730+STABILITY: SURFACE MOTION EZ2730 EZ2730 HISTORY - Date Condition Report By EZ2730 HISTORY - 1981 MONUMENTED NCGS EZ2730 HISTORY - 1985 GOOD USPSQD EZ2730 HISTORY - 20040424 GOOD USPSQD EZ2730 EZ2730 STATION DESCRIPTION EZ2730 EZ2730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2730'2.1 MI NE FROM RAEFORD. EZ2730'ALONG US 401 BYPASS, 1.1 MILE WEST OF THE INTERSECTION WITH US 401 EZ2730'BUSINESS NORTHEAST OF RAEFORD AND 0.8 MILE EAST OF SR 1302 (ROAD EZ2730'LEADING TO AIRPORT), IN HIGHWAY SHOULDER AT POINT WHERE POWER LINE EZ2730'CROSSES OVER HIGHWAY, 16.8 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, EZ2730'165.7 FEET WEST-SOUTHWEST OF POWER POLE, 51.3 FEET SOUTHEAST OF EZ2730'HIGHWAY SIGN POST WITH REFERENCE TAG, 162.1 FEET EAST-NORTHEAST OF EZ2730'POWER POLE, 112.4 FEET WEST OF CORNER FENCE POST AND 23.7 FEET SOUTH EZ2730'OF APPROXIMATE INTERSECTION OF HIGHWAY AND POWER LINE. EZ2730'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2730 EZ2730 STATION RECOVERY (1985) EZ2730 EZ2730'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2730'RECOVERED IN GOOD CONDITION. EZ2730 EZ2730 STATION RECOVERY (2004) EZ2730 EZ2730'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCT) EZ2730'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3428 *********************************************************************** EZ3428 DESIGNATION - PRECHIC EZ3428 PID - EZ3428 EZ3428 STATE/COUNTY- NC/HOKE EZ3428 USGS QUAD - CLIFDALE (1982) EZ3428 EZ3428 *CURRENT SURVEY CONTROL EZ3428 ___________________________________________________________________ EZ3428* NAD 83(1986)- 35 03 48.87245(N) 079 06 47.65641(W) ADJUSTED EZ3428* NAVD 88 - 89.3 (meters) 293. (feet) VERTCON EZ3428 ___________________________________________________________________ EZ3428 LAPLACE CORR- -4.61 (seconds) DEFLEC99 EZ3428 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ3428 EZ3428 HORZ ORDER - SECOND EZ3428 EZ3428.The North Carolina HARNS have been completed but, EZ3428.due to contractual restrictions, coordinates for these stations EZ3428.will NOT be published in the near future. In the interim, the EZ3428.published coordinates in North Carolina will not be EZ3428.consistent with the Continuously Operating Reference Stations EZ3428.(CORS). The HARN coordinates for these stations are available EZ3428.upon request. Contact Gary Thompson(919-733-3836). EZ3428. EZ3428.In addition, the published North Carolina positions EZ3428.(NAD 83 (1986)) are NOT consistent with those determined in EZ3428.adjacent state readjustments. The discontinuity between stations EZ3428.located in North Carolina and those in adjacent states EZ3428.which have been adjusted to the HARN may be as much as 5 EZ3428.decimeters. This will result in a significant loss of accuracy EZ3428.over lines crossing such state borders. EZ3428 EZ3428 EZ3428.The horizontal coordinates were established by classical geodetic methods EZ3428.and adjusted by the National Geodetic Survey in July 1986. EZ3428 EZ3428.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3428 EZ3428.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3428 EZ3428.The geoid height was determined by GEOID03. EZ3428 EZ3428; North East Units Scale Factor Converg. EZ3428;SPC NC - 145,720.840 599,273.205 MT 0.99987796 -0 03 55.3 EZ3428;SPC NC - 478,085.79 1,966,115.51 sFT 0.99987796 -0 03 55.3 EZ3428;UTM 17 - 3,881,721.140 672,047.552 MT 0.99996482 +1 05 03.1 EZ3428 EZ3428! - Elev Factor x Scale Factor = Combined Factor EZ3428!SPC NC - 0.99999114 x 0.99987796 = 0.99986910 EZ3428!UTM 17 - 0.99999114 x 0.99996482 = 0.99995596 EZ3428 EZ3428: Primary Azimuth Mark Grid Az EZ3428:SPC NC - PRECHIC AZ MK 105 34 35.4 EZ3428:UTM 17 - PRECHIC AZ MK 104 25 37.0 EZ3428 EZ3428|---------------------------------------------------------------------| EZ3428| PID Reference Object Distance Geod. Az | EZ3428| dddmmss.s | EZ3428| EZ3429 PRECHIC AZ MK APPROX. 0.6 KM 1053040.1 | EZ3428| EZ5626 PRECHIC RM 1 12.774 METERS 28048 | EZ3428|---------------------------------------------------------------------| EZ3428 EZ3428 SUPERSEDED SURVEY CONTROL EZ3428 EZ3428 NAD 27 - 35 03 48.27100(N) 079 06 48.53860(W) AD( ) 2 EZ3428 NGVD 29 (01/20/89) 89.5 (m) 294. (f) GPS OBS EZ3428 EZ3428.Superseded values are not recommended for survey control. EZ3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3428.See file dsdata.txt to determine how the superseded data were derived. EZ3428 EZ3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7204881721(NAD 83) EZ3428_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3428_STAMPING: PRECHIC-1947 EZ3428_MARK LOGO: CGS EZ3428_MAGNETIC: N = NO MAGNETIC MATERIAL EZ3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3428+STABILITY: SURFACE MOTION EZ3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3428+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2001 EZ3428 EZ3428 HISTORY - Date Condition Report By EZ3428 HISTORY - 1947 MONUMENTED CGS EZ3428 HISTORY - 1948 GOOD AMS EZ3428 HISTORY - 1977 GOOD NGS EZ3428 HISTORY - 1983 GOOD USPSQD EZ3428 HISTORY - 1986 GOOD NGS EZ3428 HISTORY - 20010524 GOOD NCGS EZ3428 EZ3428 STATION DESCRIPTION EZ3428 EZ3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3428'ON FORT BRAGG RESERVATION, ABOUT 1.0 MILE FROM THE SOUTHERN EZ3428'BOUNDARY, ON TOP OF A RIDGE MIDWAY BETWEEN ROCKFISH CREEK AND EZ3428'PUPPY CREEK, ABOUT 80 YARDS E OF JUNCTION OF CHICKEN ROAD AND EZ3428'PREACHERS ROAD AND 30 YARDS S OF THE CENTERLINE OF CHICKEN ROAD. EZ3428'TO REACH FROM FORT BRAGG, GO W ON CHICKEN ROAD TO Y JUNCTION EZ3428'WITH PLANK ROAD. CONTINUE W ON CHICKEN ROAD FOR 2.8 MILES TO EZ3428'TOP OF RIDGE AND STATION. EZ3428' EZ3428'STATION IS A STANDARD USC AND GS BRONZE TABLET. STAMPED--- EZ3428'PRECHIC-1947---, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE EZ3428'MONUMENT FLUSH WITH THE GROUND. EZ3428' EZ3428'R. M. NO. 1, W OF STATION AT SAME ELEVATION, HORIZONTAL EZ3428'DISTANCE 41.91 FEET, IS A CORPS OF ENGINEERS BRONZE DISK, EZ3428'STAMPED---ELEV. 298 FEET---SET IN THE TOP OF A 14 IN X 14 IN EZ3428'CONCRETE MONUMENT PROJECTING 6 INCHES. EZ3428' EZ3428'AZIMUTH MARK IS A STANDARD USC AND GS BRONZE DISK, SET IN THE EZ3428'TOP OF A 12 IN X 12 IN X 3 FT CONCRETE MONUMENT FLUSH WITH THE EZ3428'GROUND. MARK IS LOCATED ABOUT 0.35 MILE E OF STATION, ABOUT 20 EZ3428'YARDS S OF THE CENTERLINE OF CHICKEN ROAD, ABOUT 17 YARDS NW OF EZ3428'ROAD INTO SUNKEN RANGE AND 7 YARDS EAST-BY-SOUTH FROM A EZ3428'TELEPHONE POLE. HORIZONTAL DISTANCE FROM STATION 1949.89 FEET. EZ3428 EZ3428 STATION RECOVERY (1948) EZ3428 EZ3428'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3428'STATION RECOVERED IN GOOD CONDITION. EZ3428 EZ3428 STATION RECOVERY (1977) EZ3428 EZ3428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EZ3428'STATION RECOVERED IN GOOD CONDITION. EZ3428 EZ3428 STATION RECOVERY (1983) EZ3428 EZ3428'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3428'PRECHIC-1947 RECOVERED GOOD. EZ3428' EZ3428'MARKER WAS RECOVERED IN GOOD CONDITION. R.M. NO. 1 ALSO RECOVERED EZ3428'IN GOOD CONDITION. DESCRIPTION OF LOCATION REMAINS VALID. EZ3428 EZ3428 STATION RECOVERY (1986) EZ3428 EZ3428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ3428'THE STATION WAS RECOVERED AT THIS DATE, EZ3428'IN GOOD CONDITION. REFERENCE MARKS AND AZIMUTH MARK WERE NOT EZ3428'SEARCHED FOR AT THIS DATE. EZ3428' EZ3428'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) EZ3428'NORTHEAST OF RAEFORD AND ON FORT BRAGG. EZ3428'OWNERSHIP--U.S. GOVERNMENT, DEPARTMENT OF THE ARMY. EZ3428' EZ3428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 AND SR EZ3428'1305 WHICH IS 14.8 KM (9.2 MI) EAST OF RAEFORD AND 1.1 KM (0.7 MI) EZ3428'WEST OF THE HOKE-CUMBERLAND COUNTY LINE, GO NORTHEAST FOR EZ3428'2.7 KM (1.65 MI) ON SR 1305 TO A T-ROAD. TURN RIGHT AND GO EAST, EZ3428'THEN NORTHEAST FOR 5.5 KM (3.4 MI) ON THE PAVED ROAD TO A REVERSE EZ3428'FORK LEFT. TURN SHARP LEFT AND GO SOUTHWEST FOR 4.7 KM (2.9 MI) ON EZ3428'THE PAVED ROAD TO THE STATION ON THE LEFT ABOUT 0.2 KM (0.1 MI) EZ3428'BEFORE THE END OF PAVEMENT AND SIDE ROAD RIGHT. EZ3428' EZ3428'THE STATION IS A STANDARD CGS DISK EZ3428'STAMPED---PRECHIC 1947---, EZ3428'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT EZ3428'25 CM ON SIDE FLUSH WITH GROUND. LOCATED EZ3428'60.20 METERS (197.5 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE, EZ3428'30.02 METERS (98.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER EZ3428'OF THE PAVED ROAD, EZ3428'12.75 METERS (41.83 FT) EAST-SOUTHEAST FROM THE USE BENCH MARK NO. EZ3428'298, EZ3428'11.28 METERS (37.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER EZ3428'OF A SAND ROAD AND EZ3428'2.01 METERS (6.6 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF EZ3428'A TRACK ROAD. EZ3428' EZ3428'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ3428'MARCH 1986. EZ3428' EZ3428'THIS STATION SUITABLE FOR GPS SURVEYS. EZ3428' EZ3428'DESCRIBED BY R.T. WOODRUFF. EZ3428 EZ3428 STATION RECOVERY (2001) EZ3428 EZ3428'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ3428'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. EZ3428'SR 1305 IS WAYSIDE ROAD, T-ROAD (IN ORIGINAL DESCRIPTION) IS PLANK EZ3428'ROAD AND THE FORK LEFT (IN ORIGINAL DESCRIPTION) IS CHICKEN ROAD. MARK EZ3428'IS SURROUNDED BY FOUR 2-FT BY 2-FT WOODEN BEAMS LAID HORIZONTALLY ON EZ3428'GROUND TO FORM A SQUARE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3429 *********************************************************************** EZ3429 DESIGNATION - PRECHIC AZ MK EZ3429 PID - EZ3429 EZ3429 STATE/COUNTY- NC/HOKE EZ3429 USGS QUAD - CLIFDALE (1982) EZ3429 EZ3429 *CURRENT SURVEY CONTROL EZ3429 ___________________________________________________________________ EZ3429* NAD 83(1986)- 35 03 43.71461(N) 079 06 25.05625(W) ADJUSTED EZ3429* NAVD 88 - 84. (meters) 276. (feet) SCALED EZ3429 ___________________________________________________________________ EZ3429 LAPLACE CORR- -4.60 (seconds) DEFLEC99 EZ3429 GEOID HEIGHT- -32.83 (meters) GEOID03 EZ3429 EZ3429 HORZ ORDER - SECOND EZ3429 EZ3429.The North Carolina HARNS have been completed but, EZ3429.due to contractual restrictions, coordinates for these stations EZ3429.will NOT be published in the near future. In the interim, the EZ3429.published coordinates in North Carolina will not be EZ3429.consistent with the Continuously Operating Reference Stations EZ3429.(CORS). The HARN coordinates for these stations are available EZ3429.upon request. Contact Gary Thompson(919-733-3836). EZ3429. EZ3429.In addition, the published North Carolina positions EZ3429.(NAD 83 (1986)) are NOT consistent with those determined in EZ3429.adjacent state readjustments. The discontinuity between stations EZ3429.located in North Carolina and those in adjacent states EZ3429.which have been adjusted to the HARN may be as much as 5 EZ3429.decimeters. This will result in a significant loss of accuracy EZ3429.over lines crossing such state borders. EZ3429 EZ3429 EZ3429.The horizontal coordinates were established by classical geodetic methods EZ3429.and adjusted by the National Geodetic Survey in July 1986. EZ3429 EZ3429.The orthometric height was scaled from a topographic map. EZ3429 EZ3429.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3429 EZ3429.The geoid height was determined by GEOID03. EZ3429 EZ3429; North East Units Scale Factor Converg. EZ3429;SPC NC - 145,561.275 599,845.611 MT 0.99987804 -0 03 42.2 EZ3429;SPC NC - 477,562.28 1,967,993.48 sFT 0.99987804 -0 03 42.2 EZ3429;UTM 17 - 3,881,573.077 672,623.095 MT 0.99996726 +1 05 15.9 EZ3429 EZ3429! - Elev Factor x Scale Factor = Combined Factor EZ3429!SPC NC - 0.99999201 x 0.99987804 = 0.99987005 EZ3429!UTM 17 - 0.99999201 x 0.99996726 = 0.99995927 EZ3429 EZ3429 SUPERSEDED SURVEY CONTROL EZ3429 EZ3429 NAD 27 - 35 03 43.11340(N) 079 06 25.93900(W) AD( ) 2 EZ3429 EZ3429.Superseded values are not recommended for survey control. EZ3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3429.See file dsdata.txt to determine how the superseded data were derived. EZ3429 EZ3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7262381573(NAD 83) EZ3429_MARKER: DZ = AZIMUTH MARK DISK EZ3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3429_MARK LOGO: CGS EZ3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3429+STABILITY: SURFACE MOTION EZ3429 EZ3429 HISTORY - Date Condition Report By EZ3429 HISTORY - 1947 MONUMENTED CGS EZ3429 HISTORY - 1977 GOOD NGS EZ3429 EZ3429 STATION DESCRIPTION EZ3429 EZ3429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3429'SEE STATION PRECHIC EZ3429 EZ3429 STATION RECOVERY (1977) EZ3429 EZ3429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EZ3429'STATION WAS RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2718 *********************************************************************** EZ2718 DESIGNATION - PUPPY EZ2718 PID - EZ2718 EZ2718 STATE/COUNTY- NC/HOKE EZ2718 USGS QUAD - NICHOLSON CREEK (1982) EZ2718 EZ2718 *CURRENT SURVEY CONTROL EZ2718 ___________________________________________________________________ EZ2718* NAD 83(1986)- 35 01 50.32806(N) 079 08 10.63294(W) ADJUSTED EZ2718* NAVD 88 - 58.129 (meters) 190.71 (feet) ADJUSTED EZ2718 ___________________________________________________________________ EZ2718 LAPLACE CORR- -4.45 (seconds) DEFLEC99 EZ2718 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ2718 DYNAMIC HT - 58.076 (meters) 190.54 (feet) COMP EZ2718 MODELED GRAV- 979,709.7 (mgal) NAVD 88 EZ2718 EZ2718 HORZ ORDER - SECOND EZ2718 VERT ORDER - SECOND CLASS II EZ2718 EZ2718.The North Carolina HARNS have been completed but, EZ2718.due to contractual restrictions, coordinates for these stations EZ2718.will NOT be published in the near future. In the interim, the EZ2718.published coordinates in North Carolina will not be EZ2718.consistent with the Continuously Operating Reference Stations EZ2718.(CORS). The HARN coordinates for these stations are available EZ2718.upon request. Contact Gary Thompson(919-733-3836). EZ2718. EZ2718.In addition, the published North Carolina positions EZ2718.(NAD 83 (1986)) are NOT consistent with those determined in EZ2718.adjacent state readjustments. The discontinuity between stations EZ2718.located in North Carolina and those in adjacent states EZ2718.which have been adjusted to the HARN may be as much as 5 EZ2718.decimeters. This will result in a significant loss of accuracy EZ2718.over lines crossing such state borders. EZ2718 EZ2718 EZ2718.The horizontal coordinates were established by classical geodetic methods EZ2718.and adjusted by the National Geodetic Survey in June 1998. EZ2718 EZ2718.The orthometric height was determined by differential leveling EZ2718.and adjusted by the National Geodetic Survey in June 1991. EZ2718 EZ2718.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2718 EZ2718.The geoid height was determined by GEOID03. EZ2718 EZ2718.The dynamic height is computed by dividing the NAVD 88 EZ2718.geopotential number by the normal gravity value computed on the EZ2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2718.degrees latitude (g = 980.6199 gals.). EZ2718 EZ2718.The modeled gravity was interpolated from observed gravity values. EZ2718 EZ2718; North East Units Scale Factor Converg. EZ2718;SPC NC - 142,070.738 597,165.973 MT 0.99988000 -0 04 43.2 EZ2718;SPC NC - 466,110.41 1,959,202.03 sFT 0.99988000 -0 04 43.2 EZ2718;UTM 17 - 3,878,029.211 670,013.780 MT 0.99995624 +1 04 12.2 EZ2718 EZ2718! - Elev Factor x Scale Factor = Combined Factor EZ2718!SPC NC - 0.99999603 x 0.99988000 = 0.99987603 EZ2718!UTM 17 - 0.99999603 x 0.99995624 = 0.99995227 EZ2718 EZ2718 SUPERSEDED SURVEY CONTROL EZ2718 EZ2718 NAVD 88 (06/16/98) 58.13 (m) 190.7 (f) LEVELING 3 EZ2718 EZ2718.Superseded values are not recommended for survey control. EZ2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2718.See file dsdata.txt to determine how the superseded data were derived. EZ2718 EZ2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7001478029(NAD 83) EZ2718_MARKER: DE = TRAVERSE STATION DISK EZ2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2718_SP_SET: CONCRETE POST EZ2718_STAMPING: PUPPY 1981 EZ2718_MARK LOGO: NCGS EZ2718_PROJECTION: RECESSED 5 CENTIMETERS EZ2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2718+STABILITY: SURFACE MOTION EZ2718 EZ2718 HISTORY - Date Condition Report By EZ2718 HISTORY - 1981 MONUMENTED NCGS EZ2718 HISTORY - 1985 GOOD USPSQD EZ2718 HISTORY - 20040424 MARK NOT FOUND USPSQD EZ2718 EZ2718 STATION DESCRIPTION EZ2718 EZ2718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2718'4.7 MI NW FROM ROCKFISH. EZ2718'ALONG US 401, 3.0 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2718'BYPASS NORTHEAST OF RAEFORD, ABOUT 200 YARDS EAST-NORTHEAST OF EZ2718'MARTINS GARAGE AND 0.2 MILE EAST OF SR 1411, 38.1 FEET NORTH-NORTHWEST EZ2718'OF THE CENTERLINE OF HIGHWAY, 275.0 FEET WEST OF CENTER OF NORTH END EZ2718'OF PUPPY CREEK CULVERT, 51.2 FEET EAST OF TELEPHONE POLE 117 WITH EZ2718'REFERENCE TAG, 41.6 FEET NORTHEAST OF METAL SIGN POST AND 25.6 FEET EZ2718'SOUTH-SOUTHEAST OF 16 INCH PINE WITH REFERENCE TAG. EZ2718'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2718 EZ2718 STATION RECOVERY (1985) EZ2718 EZ2718'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2718'RECOVERED IN GOOD CONDITION. EZ2718 EZ2718 STATION RECOVERY (2004) EZ2718 EZ2718'RECOVERY NOTE BY US POWER SQUADRON 2004 (SET) EZ2718'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6394 *********************************************************************** EZ6394 DESIGNATION - QUEW EZ6394 PID - EZ6394 EZ6394 STATE/COUNTY- NC/HOKE EZ6394 USGS QUAD - PINEBLUFF (1982) EZ6394 EZ6394 *CURRENT SURVEY CONTROL EZ6394 ___________________________________________________________________ EZ6394* NAD 83(1986)- 35 02 03.70564(N) 079 26 14.03238(W) ADJUSTED EZ6394* NAVD 88 - 98.5 (meters) 323. (feet) VERTCON EZ6394 ___________________________________________________________________ EZ6394 LAPLACE CORR- -3.78 (seconds) DEFLEC99 EZ6394 GEOID HEIGHT- -32.01 (meters) GEOID03 EZ6394 EZ6394 HORZ ORDER - SECOND EZ6394 EZ6394.The North Carolina HARNS have been completed but, EZ6394.due to contractual restrictions, coordinates for these stations EZ6394.will NOT be published in the near future. In the interim, the EZ6394.published coordinates in North Carolina will not be EZ6394.consistent with the Continuously Operating Reference Stations EZ6394.(CORS). The HARN coordinates for these stations are available EZ6394.upon request. Contact Gary Thompson(919-733-3836). EZ6394. EZ6394.In addition, the published North Carolina positions EZ6394.(NAD 83 (1986)) are NOT consistent with those determined in EZ6394.adjacent state readjustments. The discontinuity between stations EZ6394.located in North Carolina and those in adjacent states EZ6394.which have been adjusted to the HARN may be as much as 5 EZ6394.decimeters. This will result in a significant loss of accuracy EZ6394.over lines crossing such state borders. EZ6394 EZ6394 EZ6394.The horizontal coordinates were established by classical geodetic methods EZ6394.and adjusted by the National Geodetic Survey in April 1991. EZ6394 EZ6394.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6394 EZ6394.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6394 EZ6394.The geoid height was determined by GEOID03. EZ6394 EZ6394; North East Units Scale Factor Converg. EZ6394;SPC NC - 142,562.261 569,708.803 MT 0.99987975 -0 15 08.5 EZ6394;SPC NC - 467,723.02 1,869,119.63 sFT 0.99987975 -0 15 08.5 EZ6394;UTM 17 - 3,877,969.963 642,551.672 MT 0.99985045 +0 53 50.2 EZ6394 EZ6394! - Elev Factor x Scale Factor = Combined Factor EZ6394!SPC NC - 0.99998956 x 0.99987975 = 0.99986931 EZ6394!UTM 17 - 0.99998956 x 0.99985045 = 0.99984001 EZ6394 EZ6394 SUPERSEDED SURVEY CONTROL EZ6394 EZ6394 NGVD 29 (04/22/91) 98.8 (m) 324. (f) VERT ANG EZ6394 EZ6394.Superseded values are not recommended for survey control. EZ6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6394.See file dsdata.txt to determine how the superseded data were derived. EZ6394 EZ6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4255277970(NAD 83) EZ6394_MARKER: DE = TRAVERSE STATION DISK EZ6394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6394_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6394_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6394+STABILITY: SURFACE MOTION EZ6394 EZ6394 HISTORY - Date Condition Report By EZ6394 HISTORY - 1978 MONUMENTED NCGS EZ6394 EZ6394 STATION DESCRIPTION EZ6394 EZ6394'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ6394'THE STATION IS LOCATED APPROXIMATELY 6.6 MILES SOUTH OF ABERDEEN AND EZ6394'12.7 MILES WEST-NORTHWEST OF RAEFORD. EZ6394' EZ6394'TO REACH STATION FROM THE US 15-501 BRIDGE OVER DROWNING CREEK AT THE EZ6394'HOKE SCOTLAND COUNTY LINE, PROCEED NORTHERLY ALONG US 15-501 FOR 0.85 EZ6394'MILE TO CREST OF FIRST HILL AND STATION IN RIGHT ROAD SHOULDER AND EZ6394'1.0 MILE SOUTH OF SR 1225 CROSSROADS. EZ6394' EZ6394'STATION MARK IS A STANDARD DISK STAMPED---QUEW 1978---SET IN TOP OF A EZ6394'9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EZ6394'THE MARK IS 14.9 FEET EAST OF CENTERLINE HIGHWAY, 118.8 FEET EZ6394'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL 056, 49.0 FEET WEST-SOUTHWEST OF EZ6394'A 12 INCH PINE, 77.3 FEET WEST OF AN 8 INCH PINE AND 105.6 FEET NORTH EZ6394'OF AN 8 INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH7209 *********************************************************************** AH7209 DESIGNATION - RAEFORD BURLINGTON MILLS TANK AH7209 PID - AH7209 AH7209 STATE/COUNTY- NC/HOKE AH7209 USGS QUAD - RAEFORD (1982) AH7209 AH7209 *CURRENT SURVEY CONTROL AH7209 ___________________________________________________________________ AH7209* NAD 83(1986)- 34 59 09.26839(N) 079 14 18.62967(W) ADJUSTED AH7209* NAVD 88 - AH7209 ___________________________________________________________________ AH7209 LAPLACE CORR- -4.15 (seconds) DEFLEC99 AH7209 GEOID HEIGHT- -32.62 (meters) GEOID03 AH7209 AH7209 HORZ ORDER - THIRD AH7209 AH7209.The North Carolina HARNS have been completed but, AH7209.due to contractual restrictions, coordinates for these stations AH7209.will NOT be published in the near future. In the interim, the AH7209.published coordinates in North Carolina will not be AH7209.consistent with the Continuously Operating Reference Stations AH7209.(CORS). The HARN coordinates for these stations are available AH7209.upon request. Contact Gary Thompson(919-733-3836). AH7209. AH7209.In addition, the published North Carolina positions AH7209.(NAD 83 (1986)) are NOT consistent with those determined in AH7209.adjacent state readjustments. The discontinuity between stations AH7209.located in North Carolina and those in adjacent states AH7209.which have been adjusted to the HARN may be as much as 5 AH7209.decimeters. This will result in a significant loss of accuracy AH7209.over lines crossing such state borders. AH7209 AH7209 AH7209.The horizontal coordinates were established by classical geodetic methods AH7209.and adjusted by the National Geodetic Survey in June 1998. AH7209 AH7209 AH7209.The Laplace correction was computed from DEFLEC99 derived deflections. AH7209 AH7209.The geoid height was determined by GEOID03. AH7209 AH7209; North East Units Scale Factor Converg. AH7209;SPC NC - 137,125.592 587,827.069 MT 0.99988330 -0 08 15.6 AH7209;SPC NC - 449,886.21 1,928,562.64 sFT 0.99988330 -0 08 15.6 AH7209;UTM 17 - 3,872,897.621 660,775.338 MT 0.99991858 +1 00 36.8 AH7209 AH7209 SUPERSEDED SURVEY CONTROL AH7209 AH7209.No superseded survey control is available for this station. AH7209 AH7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6077572898(NAD 83) AH7209_MARKER: 53 = ELEVATED TANK AH7209 AH7209 HISTORY - Date Condition Report By AH7209 HISTORY - 1981 FIRST OBSERVED NCGS AH7209 AH7209 STATION DESCRIPTION AH7209 AH7209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) AH7209'STATION IS LOCATED APPROXIMATELY 1.0 MILE WEST-NORTHWEST OF RAEFORD, AH7209'ALONG NC 211 0.2 MILE WEST OF US 401 BYPASS OVERPASS APPROXIMATELY 200 AH7209'FEET NORTHEAST OF HIGHWAY. AH7209'STATION IS THE BALL ON TOP OF THE---RAEFORD BURLINGTON MILLS TANK---, AH7209'APPROXIMATELY 150 FEET TALL, PAINTED SILVER AND SUPPORTED BY 4 LEGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH7208 *********************************************************************** AH7208 DESIGNATION - RAEFORD HILLCREST TANK AH7208 PID - AH7208 AH7208 STATE/COUNTY- NC/HOKE AH7208 USGS QUAD - RAEFORD (1982) AH7208 AH7208 *CURRENT SURVEY CONTROL AH7208 ___________________________________________________________________ AH7208* NAD 83(1986)- 34 59 36.20477(N) 079 10 59.71311(W) ADJUSTED AH7208* NAVD 88 - AH7208 ___________________________________________________________________ AH7208 LAPLACE CORR- -4.31 (seconds) DEFLEC99 AH7208 GEOID HEIGHT- -32.76 (meters) GEOID03 AH7208 AH7208 HORZ ORDER - THIRD AH7208 AH7208.The North Carolina HARNS have been completed but, AH7208.due to contractual restrictions, coordinates for these stations AH7208.will NOT be published in the near future. In the interim, the AH7208.published coordinates in North Carolina will not be AH7208.consistent with the Continuously Operating Reference Stations AH7208.(CORS). The HARN coordinates for these stations are available AH7208.upon request. Contact Gary Thompson(919-733-3836). AH7208. AH7208.In addition, the published North Carolina positions AH7208.(NAD 83 (1986)) are NOT consistent with those determined in AH7208.adjacent state readjustments. The discontinuity between stations AH7208.located in North Carolina and those in adjacent states AH7208.which have been adjusted to the HARN may be as much as 5 AH7208.decimeters. This will result in a significant loss of accuracy AH7208.over lines crossing such state borders. AH7208 AH7208 AH7208.The horizontal coordinates were established by classical geodetic methods AH7208.and adjusted by the National Geodetic Survey in June 1998. AH7208 AH7208 AH7208.The Laplace correction was computed from DEFLEC99 derived deflections. AH7208 AH7208.The geoid height was determined by GEOID03. AH7208 AH7208; North East Units Scale Factor Converg. AH7208;SPC NC - 137,944.870 592,872.957 MT 0.99988270 -0 06 20.8 AH7208;SPC NC - 452,574.13 1,945,117.36 sFT 0.99988270 -0 06 20.8 AH7208;UTM 17 - 3,873,817.860 665,804.031 MT 0.99993882 +1 02 31.6 AH7208 AH7208 SUPERSEDED SURVEY CONTROL AH7208 AH7208.No superseded survey control is available for this station. AH7208 AH7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6580473818(NAD 83) AH7208_MARKER: 53 = ELEVATED TANK AH7208 AH7208 HISTORY - Date Condition Report By AH7208 HISTORY - 1981 FIRST OBSERVED NCGS AH7208 AH7208 STATION DESCRIPTION AH7208 AH7208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) AH7208'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES EAST-NORTHEAST OF AH7208'RAEFORD. AH7208'TO REACH THE STATION PROCEED ALONG US 401 BUSINESS, 1.0 MILE SOUTHWEST AH7208'FROM THE INTERSECTION WITH US 401 BYPASS TO INTERSECTION WITH SR 1407, AH7208'THENCE SOUTHEAST ALONG SR 1407 FOR APPROXIMATELY 100 YARDS TO STATION AH7208'ON LEFT. AH7208'STATION IS THE CAP ON TOP OF THE---RAEFORD HILLCREST TANK---, AH7208'APPROXIMATELY 200 FEET TALL, PAINTED SILVER AND SUPPORTED BY 4 LEGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1737 *********************************************************************** EB1737 DESIGNATION - RAEFORD RESET EB1737 PID - EB1737 EB1737 STATE/COUNTY- NC/HOKE EB1737 USGS QUAD - RAEFORD (1982) EB1737 EB1737 *CURRENT SURVEY CONTROL EB1737 ___________________________________________________________________ EB1737* NAD 83(1986)- 34 58 52.95905(N) 079 13 27.51125(W) ADJUSTED EB1737* NAVD 88 - 79.634 (meters) 261.27 (feet) ADJUSTED EB1737 ___________________________________________________________________ EB1737 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EB1737 GEOID HEIGHT- -32.67 (meters) GEOID03 EB1737 DYNAMIC HT - 79.560 (meters) 261.02 (feet) COMP EB1737 MODELED GRAV- 979,708.8 (mgal) NAVD 88 EB1737 EB1737 HORZ ORDER - SECOND EB1737 VERT ORDER - SECOND CLASS II EB1737 EB1737.The North Carolina HARNS have been completed but, EB1737.due to contractual restrictions, coordinates for these stations EB1737.will NOT be published in the near future. In the interim, the EB1737.published coordinates in North Carolina will not be EB1737.consistent with the Continuously Operating Reference Stations EB1737.(CORS). The HARN coordinates for these stations are available EB1737.upon request. Contact Gary Thompson(919-733-3836). EB1737. EB1737.In addition, the published North Carolina positions EB1737.(NAD 83 (1986)) are NOT consistent with those determined in EB1737.adjacent state readjustments. The discontinuity between stations EB1737.located in North Carolina and those in adjacent states EB1737.which have been adjusted to the HARN may be as much as 5 EB1737.decimeters. This will result in a significant loss of accuracy EB1737.over lines crossing such state borders. EB1737 EB1737 EB1737.The horizontal coordinates were established by classical geodetic methods EB1737.and adjusted by the National Geodetic Survey in June 1998. EB1737 EB1737.The orthometric height was determined by differential leveling EB1737.and adjusted by the National Geodetic Survey in June 1991. EB1737 EB1737.The Laplace correction was computed from DEFLEC99 derived deflections. EB1737 EB1737.The geoid height was determined by GEOID03. EB1737 EB1737.The dynamic height is computed by dividing the NAVD 88 EB1737.geopotential number by the normal gravity value computed on the EB1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1737.degrees latitude (g = 980.6199 gals.). EB1737 EB1737.The modeled gravity was interpolated from observed gravity values. EB1737 EB1737; North East Units Scale Factor Converg. EB1737;SPC NC - 136,620.029 589,122.253 MT 0.99988366 -0 07 46.1 EB1737;SPC NC - 448,227.55 1,932,811.93 sFT 0.99988366 -0 07 46.1 EB1737;UTM 17 - 3,872,418.086 662,080.439 MT 0.99992378 +1 01 05.7 EB1737 EB1737! - Elev Factor x Scale Factor = Combined Factor EB1737!SPC NC - 0.99999263 x 0.99988366 = 0.99987629 EB1737!UTM 17 - 0.99999263 x 0.99992378 = 0.99991641 EB1737 EB1737 SUPERSEDED SURVEY CONTROL EB1737 EB1737 NAVD 88 (06/16/98) 79.63 (m) 261.3 (f) LEVELING 3 EB1737 EB1737.Superseded values are not recommended for survey control. EB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1737.See file dsdata.txt to determine how the superseded data were derived. EB1737 EB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6208072418(NAD 83) EB1737_MARKER: DB = BENCH MARK DISK EB1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1737_SP_SET: CONCRETE POST EB1737_STAMPING: RAEFORD RESET 1935 1978 EB1737_MARK LOGO: NGS EB1737_PROJECTION: FLUSH EB1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1737+STABILITY: SURFACE MOTION EB1737 EB1737 HISTORY - Date Condition Report By EB1737 HISTORY - 1978 MONUMENTED RBNF EB1737 HISTORY - 1981 GOOD NCGS EB1737 EB1737 STATION DESCRIPTION EB1737 EB1737'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1737'IN RAEFORD. EB1737'STATION IS LOCATED ALONG MAIN STREET AT THE TOWN HALL, 26.7 FEET WEST EB1737'OF THE WEST STREET CURB, 2.7 FEET SOUTHEAST OF THE NORTHEAST CORNER EB1737'OF TOWN HALL, 26.6 FEET WEST-SOUTHWEST OF POWER POLE WITH LIGHT AND EB1737'REFERENCE TAG AND 39.0 FEET NORTHWEST OF A POWER POLE WITH EB1737'REFERENCE TAG. EB1737'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3962 *********************************************************************** EB3962 DESIGNATION - RAFT EB3962 PID - EB3962 EB3962 STATE/COUNTY- NC/HOKE EB3962 USGS QUAD - WAGRAM (1982) EB3962 EB3962 *CURRENT SURVEY CONTROL EB3962 ___________________________________________________________________ EB3962* NAD 83(1986)- 34 55 54.51518(N) 079 19 01.48310(W) ADJUSTED EB3962* NAVD 88 - 78.4 (meters) 257. (feet) VERTCON EB3962 ___________________________________________________________________ EB3962 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EB3962 GEOID HEIGHT- -32.52 (meters) GEOID03 EB3962 EB3962 HORZ ORDER - SECOND EB3962 EB3962.The North Carolina HARNS have been completed but, EB3962.due to contractual restrictions, coordinates for these stations EB3962.will NOT be published in the near future. In the interim, the EB3962.published coordinates in North Carolina will not be EB3962.consistent with the Continuously Operating Reference Stations EB3962.(CORS). The HARN coordinates for these stations are available EB3962.upon request. Contact Gary Thompson(919-733-3836). EB3962. EB3962.In addition, the published North Carolina positions EB3962.(NAD 83 (1986)) are NOT consistent with those determined in EB3962.adjacent state readjustments. The discontinuity between stations EB3962.located in North Carolina and those in adjacent states EB3962.which have been adjusted to the HARN may be as much as 5 EB3962.decimeters. This will result in a significant loss of accuracy EB3962.over lines crossing such state borders. EB3962 EB3962 EB3962.The horizontal coordinates were established by classical geodetic methods EB3962.and adjusted by the National Geodetic Survey in April 1991. EB3962 EB3962.The NAVD 88 height was computed by applying the VERTCON shift value to EB3962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3962 EB3962.The Laplace correction was computed from DEFLEC99 derived deflections. EB3962 EB3962.The geoid height was determined by GEOID03. EB3962 EB3962; North East Units Scale Factor Converg. EB3962;SPC NC - 131,144.747 580,634.990 MT 0.99988809 -0 10 58.8 EB3962;SPC NC - 430,264.06 1,904,966.63 sFT 0.99988809 -0 10 58.8 EB3962;UTM 17 - 3,866,773.846 653,704.324 MT 0.99989118 +0 57 49.8 EB3962 EB3962! - Elev Factor x Scale Factor = Combined Factor EB3962!SPC NC - 0.99999279 x 0.99988809 = 0.99988088 EB3962!UTM 17 - 0.99999279 x 0.99989118 = 0.99988397 EB3962 EB3962 SUPERSEDED SURVEY CONTROL EB3962 EB3962 NGVD 29 (04/22/91) 78.7 (m) 258. (f) VERT ANG EB3962 EB3962.Superseded values are not recommended for survey control. EB3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3962.See file dsdata.txt to determine how the superseded data were derived. EB3962 EB3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5370466774(NAD 83) EB3962_MARKER: DE = TRAVERSE STATION DISK EB3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3962_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3962_STAMPING: RAFT 1978 EB3962_MARK LOGO: NCGS EB3962_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3962+STABILITY: SURFACE MOTION EB3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3962+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993 EB3962 EB3962 HISTORY - Date Condition Report By EB3962 HISTORY - 1978 MONUMENTED NCGS EB3962 HISTORY - 1985 GOOD USPSQD EB3962 HISTORY - 19930908 GOOD NCGS EB3962 EB3962 STATION DESCRIPTION EB3962 EB3962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3962'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHEAST OF WAGRAM AND EB3962'6.2 MILES WEST-SOUTHWEST OF RAEFORD. EB3962' EB3962'TO REACH STATION FROM THE INTERSECTION OF US 401 BUSINESS AND BYPASS EB3962'IN WEST RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 5.45 MILES TO EB3962'STATION IN RIGHT ROAD SHOULDER AND APPROXIMATELY 150 FEET WEST OF FARM EB3962'ROAD LEADING SOUTHEAST AND 0.35 MILE NORTHEAST OF SR 1121 EB3962'INTERSECTION. EB3962' EB3962'STATION MARK IS A STANDARD DISK STAMPED---RAFT 1978---SET IN TOP OF EB3962'A NINE INCH DIAMETER CONCRETE CYLINDER WHICH IS 3 INCHES BELOW GROUND EB3962'SURFACE. THE MARK IS 23.2 FEET NORTHWEST OF CENTERLINE OF HIGHWAY AND EB3962'103.8 FEET NORTH OF TELEPHONE PEDESTAL SUPPORT POST, 141.8 FEET EB3962'NORTHEAST OF SPEED LIMIT POST, 70.1 FEET SOUTHEAST OF A 3 INCH OAK AND EB3962'181.8 FEET SOUTHWEST OF MAILBOX SUPPORT POST ALL WITH REFERENCE TAGS. EB3962 EB3962 STATION RECOVERY (1985) EB3962 EB3962'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3962'RECOVERED IN GOOD CONDITION. EB3962 EB3962 STATION RECOVERY (1993) EB3962 EB3962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB3962'RECOVERED AS DESCRIBED. MARK IS LOCATED 190.5 FT (58.1 M) SOUTHWEST OF EB3962'THE NORTHWEST END OF A HIGHWAY CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3457 *********************************************************************** EZ3457 DESIGNATION - RAILROAD EZ3457 PID - EZ3457 EZ3457 STATE/COUNTY- NC/HOKE EZ3457 USGS QUAD - NIAGARA (1983) EZ3457 EZ3457 *CURRENT SURVEY CONTROL EZ3457 ___________________________________________________________________ EZ3457* NAD 83(1986)- 35 09 39.40952(N) 079 17 27.65683(W) ADJUSTED EZ3457* NAVD 88 - 145. (meters) 476. (feet) SCALED EZ3457 ___________________________________________________________________ EZ3457 LAPLACE CORR- -4.54 (seconds) DEFLEC99 EZ3457 GEOID HEIGHT- -32.03 (meters) GEOID03 EZ3457 EZ3457 HORZ ORDER - SECOND EZ3457 EZ3457.The North Carolina HARNS have been completed but, EZ3457.due to contractual restrictions, coordinates for these stations EZ3457.will NOT be published in the near future. In the interim, the EZ3457.published coordinates in North Carolina will not be EZ3457.consistent with the Continuously Operating Reference Stations EZ3457.(CORS). The HARN coordinates for these stations are available EZ3457.upon request. Contact Gary Thompson(919-733-3836). EZ3457. EZ3457.In addition, the published North Carolina positions EZ3457.(NAD 83 (1986)) are NOT consistent with those determined in EZ3457.adjacent state readjustments. The discontinuity between stations EZ3457.located in North Carolina and those in adjacent states EZ3457.which have been adjusted to the HARN may be as much as 5 EZ3457.decimeters. This will result in a significant loss of accuracy EZ3457.over lines crossing such state borders. EZ3457 EZ3457 EZ3457.The horizontal coordinates were established by classical geodetic methods EZ3457.and adjusted by the National Geodetic Survey in July 1986. EZ3457 EZ3457.The orthometric height was scaled from a topographic map. EZ3457 EZ3457.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3457 EZ3457.The geoid height was determined by GEOID03. EZ3457 EZ3457; North East Units Scale Factor Converg. EZ3457;SPC NC - 156,555.106 583,090.428 MT 0.99987384 -0 10 04.7 EZ3457;SPC NC - 513,631.21 1,913,022.51 sFT 0.99987384 -0 10 04.7 EZ3457;UTM 17 - 3,892,228.741 655,649.504 MT 0.99989858 +0 59 03.7 EZ3457 EZ3457! - Elev Factor x Scale Factor = Combined Factor EZ3457!SPC NC - 0.99998231 x 0.99987384 = 0.99985615 EZ3457!UTM 17 - 0.99998231 x 0.99989858 = 0.99988089 EZ3457 EZ3457: Primary Azimuth Mark Grid Az EZ3457:SPC NC - RAILROAD AZ MK 024 09 09.7 EZ3457:UTM 17 - RAILROAD AZ MK 023 00 01.3 EZ3457 EZ3457|---------------------------------------------------------------------| EZ3457| PID Reference Object Distance Geod. Az | EZ3457| dddmmss.s | EZ3457| EZ3458 RAILROAD AZ MK APPROX. 0.8 KM 0235905.0 | EZ3457| EZ3143 CAMERON HILL LOOKOUT TOWER APPROX.21.9 KM 0524607.8 | EZ3457| EZ5629 RAILROAD RM 1 12.817 METERS 21030 | EZ3457|---------------------------------------------------------------------| EZ3457 EZ3457 SUPERSEDED SURVEY CONTROL EZ3457 EZ3457 NAD 27 - 35 09 38.81510(N) 079 17 28.54950(W) AD( ) 2 EZ3457 EZ3457.Superseded values are not recommended for survey control. EZ3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3457.See file dsdata.txt to determine how the superseded data were derived. EZ3457 EZ3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5565092229(NAD 83) EZ3457_MARKER: Z = SEE DESCRIPTION EZ3457_SETTING: 0 = UNSPECIFIED SETTING EZ3457_MARK LOGO: USE EZ3457 EZ3457 HISTORY - Date Condition Report By EZ3457 HISTORY - 1947 MONUMENTED USE EZ3457 HISTORY - 1948 GOOD AMS EZ3457 EZ3457 STATION DESCRIPTION EZ3457 EZ3457'DESCRIBED BY US ENGINEERS 1947 EZ3457'ON FORT BRAGG RESERVATION, ON THE TOP OF HIGHEST POINT ON EZ3457'RAILROAD RIDGE, ABOUT 0.6 MILE SW OF LONGSTREET ROAD, ABOUT 0.4 EZ3457'MILE SE OF MANCHESTER ROAD, AT THE INTERSECTION OF TWO HEDGE-ROWS EZ3457'ON NEW JUMP FIELD. TO REACH FROM FORT BRAGG, GO W ON EZ3457'MANCHESTER ROAD TO JUNCTION WITH LONGSTREET ROAD, CONTINUE EZ3457'ON MANCHESTER ROAD FOR 0.2 MILE TO A TRACK ROAD LEFT, SOUTH. EZ3457'TURN LEFT AND GO 0.15 MILE TO TOP OF HILL AT SHED AND OLD EZ3457'TOWER. AZIMUTH MARK IS LOCATED 3 FEET E OF TOWER AND 20 EZ3457'FEET N OF CENTERLINE OF ROAD. FROM THIS POINT, STATION IS AT FAR EZ3457'END OF CLEARED AREA, ABOUT 0.5 MILE, IN A SOUTHERLY EZ3457'DIRECTION. EZ3457' EZ3457'STATION IS THE CENTER OF A TOPPED TREE (USED AS TRIPOD) WITH EZ3457'OBSERVING PLATFORM BUILT AROUND IT. EZ3457' EZ3457'R. M. NO. 1, S OF STATION AT SAME ELEVATION AS GROUND AT EZ3457'STATION, IS CENTER OF BASE OF 37 MM SHELL CASE IMBEDDED IN A EZ3457'14 IN X 14 IN CONCRETE MONUMENT SET FLUSH WITH THE EZ3457'GROUND. HORIZONTAL DISTANCE FROM STATION 42.052 FT. EZ3457' EZ3457'AZIMUTH MARK, N OF STATION, IS A 1 IN GALVANIZED IRON PIPE EZ3457'IMBEDDED IN AN 8 IN X 8 IN CONCRETE MONUMENT FLUSH WITH THE EZ3457'GROUND. HORIZONTAL DISTANCE FROM STATION 2633.41 FT. EZ3457 EZ3457 STATION RECOVERY (1948) EZ3457 EZ3457'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3457'STATION RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3458 *********************************************************************** EZ3458 DESIGNATION - RAILROAD AZ MK EZ3458 PID - EZ3458 EZ3458 STATE/COUNTY- NC/HOKE EZ3458 USGS QUAD - NIAGARA (1983) EZ3458 EZ3458 *CURRENT SURVEY CONTROL EZ3458 ___________________________________________________________________ EZ3458* NAD 83(1986)- 35 10 03.20613(N) 079 17 14.76348(W) ADJUSTED EZ3458* NAVD 88 - 139. (meters) 456. (feet) SCALED EZ3458 ___________________________________________________________________ EZ3458 LAPLACE CORR- -4.63 (seconds) DEFLEC99 EZ3458 GEOID HEIGHT- -32.02 (meters) GEOID03 EZ3458 EZ3458 HORZ ORDER - SECOND EZ3458 EZ3458.The North Carolina HARNS have been completed but, EZ3458.due to contractual restrictions, coordinates for these stations EZ3458.will NOT be published in the near future. In the interim, the EZ3458.published coordinates in North Carolina will not be EZ3458.consistent with the Continuously Operating Reference Stations EZ3458.(CORS). The HARN coordinates for these stations are available EZ3458.upon request. Contact Gary Thompson(919-733-3836). EZ3458. EZ3458.In addition, the published North Carolina positions EZ3458.(NAD 83 (1986)) are NOT consistent with those determined in EZ3458.adjacent state readjustments. The discontinuity between stations EZ3458.located in North Carolina and those in adjacent states EZ3458.which have been adjusted to the HARN may be as much as 5 EZ3458.decimeters. This will result in a significant loss of accuracy EZ3458.over lines crossing such state borders. EZ3458 EZ3458 EZ3458.The horizontal coordinates were established by classical geodetic methods EZ3458.and adjusted by the National Geodetic Survey in July 1986. EZ3458 EZ3458.The orthometric height was scaled from a topographic map. EZ3458 EZ3458.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3458 EZ3458.The geoid height was determined by GEOID03. EZ3458 EZ3458; North East Units Scale Factor Converg. EZ3458;SPC NC - 157,287.415 583,418.815 MT 0.99987367 -0 09 57.2 EZ3458;SPC NC - 516,033.79 1,914,099.90 sFT 0.99987367 -0 09 57.2 EZ3458;UTM 17 - 3,892,967.525 655,963.104 MT 0.99989978 +0 59 11.7 EZ3458 EZ3458! - Elev Factor x Scale Factor = Combined Factor EZ3458!SPC NC - 0.99998325 x 0.99987367 = 0.99985692 EZ3458!UTM 17 - 0.99998325 x 0.99989978 = 0.99988303 EZ3458 EZ3458 SUPERSEDED SURVEY CONTROL EZ3458 EZ3458 NAD 27 - 35 10 02.61240(N) 079 17 15.65700(W) AD( ) 2 EZ3458 EZ3458.Superseded values are not recommended for survey control. EZ3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3458.See file dsdata.txt to determine how the superseded data were derived. EZ3458 EZ3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5596392968(NAD 83) EZ3458_MARKER: Z = SEE DESCRIPTION EZ3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3458+STABILITY: SURFACE MOTION EZ3458 EZ3458 HISTORY - Date Condition Report By EZ3458 HISTORY - 1947 MONUMENTED CGS EZ3458 EZ3458 STATION DESCRIPTION EZ3458 EZ3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3458'SEE STATION RAILROAD 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1739 *********************************************************************** EB1739 DESIGNATION - RANCH EB1739 PID - EB1739 EB1739 STATE/COUNTY- NC/HOKE EB1739 USGS QUAD - RAEFORD (1982) EB1739 EB1739 *CURRENT SURVEY CONTROL EB1739 ___________________________________________________________________ EB1739* NAD 83(1986)- 34 58 17.04927(N) 079 13 29.06514(W) ADJUSTED EB1739* NAVD 88 - 74.331 (meters) 243.87 (feet) ADJUSTED EB1739 ___________________________________________________________________ EB1739 LAPLACE CORR- -4.10 (seconds) DEFLEC99 EB1739 GEOID HEIGHT- -32.69 (meters) GEOID03 EB1739 DYNAMIC HT - 74.262 (meters) 243.64 (feet) COMP EB1739 MODELED GRAV- 979,708.4 (mgal) NAVD 88 EB1739 EB1739 HORZ ORDER - SECOND EB1739 VERT ORDER - SECOND CLASS II EB1739 EB1739.The North Carolina HARNS have been completed but, EB1739.due to contractual restrictions, coordinates for these stations EB1739.will NOT be published in the near future. In the interim, the EB1739.published coordinates in North Carolina will not be EB1739.consistent with the Continuously Operating Reference Stations EB1739.(CORS). The HARN coordinates for these stations are available EB1739.upon request. Contact Gary Thompson(919-733-3836). EB1739. EB1739.In addition, the published North Carolina positions EB1739.(NAD 83 (1986)) are NOT consistent with those determined in EB1739.adjacent state readjustments. The discontinuity between stations EB1739.located in North Carolina and those in adjacent states EB1739.which have been adjusted to the HARN may be as much as 5 EB1739.decimeters. This will result in a significant loss of accuracy EB1739.over lines crossing such state borders. EB1739 EB1739 EB1739.The horizontal coordinates were established by classical geodetic methods EB1739.and adjusted by the National Geodetic Survey in April 1991. EB1739 EB1739.The orthometric height was determined by differential leveling EB1739.and adjusted by the National Geodetic Survey in June 1991. EB1739 EB1739.The Laplace correction was computed from DEFLEC99 derived deflections. EB1739 EB1739.The geoid height was determined by GEOID03. EB1739 EB1739.The dynamic height is computed by dividing the NAVD 88 EB1739.geopotential number by the normal gravity value computed on the EB1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1739.degrees latitude (g = 980.6199 gals.). EB1739 EB1739.The modeled gravity was interpolated from observed gravity values. EB1739 EB1739; North East Units Scale Factor Converg. EB1739;SPC NC - 135,513.629 589,080.341 MT 0.99988449 -0 07 47.0 EB1739;SPC NC - 444,597.63 1,932,674.42 sFT 0.99988449 -0 07 47.0 EB1739;UTM 17 - 3,871,311.024 662,060.692 MT 0.99992370 +1 01 03.9 EB1739 EB1739! - Elev Factor x Scale Factor = Combined Factor EB1739!SPC NC - 0.99999346 x 0.99988449 = 0.99987795 EB1739!UTM 17 - 0.99999346 x 0.99992370 = 0.99991716 EB1739 EB1739 SUPERSEDED SURVEY CONTROL EB1739 EB1739 NAVD 88 (06/16/98) 74.33 (m) 243.9 (f) LEVELING 3 EB1739 NGVD 29 (04/22/91) 74.60 (m) 244.8 (f) LEVELING 3 EB1739 EB1739.Superseded values are not recommended for survey control. EB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1739.See file dsdata.txt to determine how the superseded data were derived. EB1739 EB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6206171311(NAD 83) EB1739_MARKER: DE = TRAVERSE STATION DISK EB1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1739_SP_SET: CONCRETE POST EB1739_STAMPING: RANCH 1978 EB1739_MARK LOGO: NCGS EB1739_PROJECTION: FLUSH EB1739_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1739+STABILITY: SURFACE MOTION EB1739 EB1739 HISTORY - Date Condition Report By EB1739 HISTORY - 1978 MONUMENTED NCGS EB1739 HISTORY - 1981 GOOD NCGS EB1739 HISTORY - 1981 GOOD NCGS EB1739 EB1739 STATION DESCRIPTION EB1739 EB1739'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1739'THE STATION IS LOCATED IN THE SOUTH SECTION OF RAEFORD. EB1739' EB1739'TO REACH STATION FROM INTERSECTION OF MAIN STREET NC 211 WITH HARRIS EB1739'AVENUE US 401 BUSINESS, PROCEED SOUTH ALONG NC 211 FOR 0.45 MILE TO EB1739'STATION IN RIGHT ROAD SHOULDER ON PROLONGATION WITH SOUTH SIDE OF A EB1739'BRICK RANCH HOUSE AND 0.3 MILE NORTH OF INTERSECTION WITH SR 1149 EB1739'LEADING WEST. EB1739' EB1739'STATION MARK IS A STANDARD DISK STAMPED---RANCH 1978---SET IN TOP OF EB1739'A 9 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EB1739'SURFACE. THE MARK IS 24.8 FEET WEST OF CENTERLINE OF HIGHWAY, 47.0 EB1739'FEET SOUTH OF SOUTH END OF CONCRETE CULVERT UNDER DRIVEWAY, 100.0 FEET EB1739'SOUTHEAST OF NORTHEAST CORNER OF HOUSE AND 38.9 FEET NORTH-NORTHEAST EB1739'OF POWER POLE 2 AND 28.8 FEET EAST OF AN 8 INCH PINE BOTH WITH EB1739'REFERENCE TAGS. EB1739 EB1739 STATION RECOVERY (1981) EB1739 EB1739'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1739'IN RAEFORD. EB1739'0.5 MILE SOUTH ALONG NC 211 (MAIN STREET) FROM THE INTERSECTION WITH EB1739'US 401 BUSINESS (HARRIS AVENUE), IN HIGHWAY SHOULDER ON PROLONGATION EB1739'OF SOUTH SIDE OF A BRICK RANCH HOUSE, AND 0.3 MILE NORTH OF EB1739'INTERSECTION WITH SR 1149, 24.8 FEET WEST OF CENTERLINE OF HIGHWAY, EB1739'47.0 FEET SOUTH OF SOUTH END OF DRIVEWAY CULVERT, 100.0 FEET SOUTHEAST EB1739'OF NORTHEAST CORNER OF HOUSE, 38.9 FEET NORTH-NORTHEAST OF POWER EB1739'POLE (2) AND 28.8 FEET EAST OF 8 INCH PINE BOTH WITH REFERENCE TAGS. EB1739 EB1739 STATION RECOVERY (1981) EB1739 EB1739'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) EB1739'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3441 *********************************************************************** EZ3441 DESIGNATION - RANGER EZ3441 PID - EZ3441 EZ3441 STATE/COUNTY- NC/HOKE EZ3441 USGS QUAD - LOBELIA (1981) EZ3441 EZ3441 *CURRENT SURVEY CONTROL EZ3441 ___________________________________________________________________ EZ3441* NAD 83(1986)- 35 11 00.98174(N) 079 11 33.99919(W) ADJUSTED EZ3441* NAVD 88 - 93. (meters) 305. (feet) SCALED EZ3441 ___________________________________________________________________ EZ3441 LAPLACE CORR- -5.25 (seconds) DEFLEC99 EZ3441 GEOID HEIGHT- -32.27 (meters) GEOID03 EZ3441 EZ3441 HORZ ORDER - SECOND EZ3441 EZ3441.The North Carolina HARNS have been completed but, EZ3441.due to contractual restrictions, coordinates for these stations EZ3441.will NOT be published in the near future. In the interim, the EZ3441.published coordinates in North Carolina will not be EZ3441.consistent with the Continuously Operating Reference Stations EZ3441.(CORS). The HARN coordinates for these stations are available EZ3441.upon request. Contact Gary Thompson(919-733-3836). EZ3441. EZ3441.In addition, the published North Carolina positions EZ3441.(NAD 83 (1986)) are NOT consistent with those determined in EZ3441.adjacent state readjustments. The discontinuity between stations EZ3441.located in North Carolina and those in adjacent states EZ3441.which have been adjusted to the HARN may be as much as 5 EZ3441.decimeters. This will result in a significant loss of accuracy EZ3441.over lines crossing such state borders. EZ3441 EZ3441 EZ3441.The horizontal coordinates were established by classical geodetic methods EZ3441.and adjusted by the National Geodetic Survey in July 1986. EZ3441 EZ3441.The orthometric height was scaled from a topographic map. EZ3441 EZ3441.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3441 EZ3441.The geoid height was determined by GEOID03. EZ3441 EZ3441; North East Units Scale Factor Converg. EZ3441;SPC NC - 159,046.845 592,044.546 MT 0.99987330 -0 06 40.6 EZ3441;SPC NC - 521,806.19 1,942,399.48 sFT 0.99987330 -0 06 40.6 EZ3441;UTM 17 - 3,894,900.198 664,552.067 MT 0.99993371 +1 02 29.6 EZ3441 EZ3441! - Elev Factor x Scale Factor = Combined Factor EZ3441!SPC NC - 0.99999051 x 0.99987330 = 0.99986381 EZ3441!UTM 17 - 0.99999051 x 0.99993371 = 0.99992422 EZ3441 EZ3441: Primary Azimuth Mark Grid Az EZ3441:SPC NC - GADDYS 178 10 28.3 EZ3441:UTM 17 - GADDYS 177 01 18.1 EZ3441 EZ3441|---------------------------------------------------------------------| EZ3441| PID Reference Object Distance Geod. Az | EZ3441| dddmmss.s | EZ3441| EZ5630 RANGER RM 1 23.147 METERS 00440 | EZ3441| EZ3442 RANGER AZ MK 275.345 METERS 00459 | EZ3441| EZ3435 GADDYS APPROX. 6.6 KM 1780347.7 | EZ3441| EZ5631 RANGER RM 2 0.988 METERS 20500 | EZ3441|---------------------------------------------------------------------| EZ3441 EZ3441 SUPERSEDED SURVEY CONTROL EZ3441 EZ3441 NAD 27 - 35 11 00.39550(N) 079 11 34.89530(W) AD( ) 2 EZ3441 EZ3441.Superseded values are not recommended for survey control. EZ3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3441.See file dsdata.txt to determine how the superseded data were derived. EZ3441 EZ3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6455294900(NAD 83) EZ3441_MARKER: Z = SEE DESCRIPTION EZ3441_SETTING: 0 = UNSPECIFIED SETTING EZ3441_MARK LOGO: USE EZ3441 EZ3441 HISTORY - Date Condition Report By EZ3441 HISTORY - 1947 MONUMENTED USE EZ3441 HISTORY - 1959 SEE DESCRIPTION USE EZ3441 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3441 EZ3441 STATION DESCRIPTION EZ3441 EZ3441'DESCRIBED BY US ENGINEERS 1947 EZ3441'ON FORT BRAGG RESERVATION, ABOUT 0.5 MILE W OF RANGER STATION EZ3441'NO. 3 AND 0.15 MILE S OF MANCHESTER ROAD, ON THE NORTH END OF A EZ3441'RIDGE. TO REACH FROM FORT BRAGG, GO W ON MANCHESTER ROAD TO EZ3441'JUNCTION WITH RAEFORD AND VASS ROAD AT RANGER STATION NO. EZ3441'3. CONTINUE W ON MANCHESTER ROAD FOR 0.5 MILE TO WEST END OF EZ3441'HIGHWAY CUT. TURN LEFT AND GO SOUTH FOR 0.15 TO TOP OF RIDGE EZ3441'AND STATION. EZ3441' EZ3441'STATION IS THE CENTER OF TOP OF A TOPPED PINE TREE, USED AS EZ3441'INSTRUMENT STAND. AN OBSERVING STAND WAS BUILT AROUND THE TREE. EZ3441' EZ3441'R. M. NO. 1, N OF STATION AND AT A SLIGHTLY LOWER ELEVATION, EZ3441'IS THE CENTER OF THE BASE OF 37 MM SHELL CASE IMBEDDED IN THE EZ3441'TOP OF A 12 IN X 12 IN CONCRETE MONUMENT FLUSH WITH THE EZ3441'GROUND. HORIZONTAL DISTANCE FROM STATION 75.94 FT. EZ3441' EZ3441'R. M. NO. 2, S OF STATION AND AT SAME ELEVATION, IS A USED EZ3441'BRONZE DISK STAMPED---ELEV. 305---SET IN THE TOP OF A 12 IN X 12 IN EZ3441'CONCRETE MONUMENT PROJECTING 6 INCHES. HORIZONTAL DISTANCE FROM EZ3441'STATION 3.24 FEET. EZ3441' EZ3441'AZIMUTH MARK, N OF STATION IS A STANDARD USC AND GS BRONZE DISK EZ3441'SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE MONUMENT. MARK EZ3441'IS LOCATED ABOUT 0.5 MILE W OF RANGER STATION NO. 3, 43 FT N OF EZ3441'CENTERLINE OF MANCHESTER ROAD AT BEND IN ROAD. HORIZONTAL EZ3441'DISTANCE FROM STATION 903.36 FT. EZ3441 EZ3441 STATION RECOVERY (1959) EZ3441 EZ3441'RECOVERY NOTE BY US ENGINEERS 1959 EZ3441'THE TREE REFERRED TO IN DESCRIPTION IS DESTROYED. EZ3441' EZ3441'BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION. EZ3441' EZ3441'AZIMUTH MARK BELIEVED DESTROYED BY ROAD GRADING, APPROXIMATELY EZ3441'30 FEET OUT FROM THE SHOULDER OF ROAD. EZ3441 EZ3441 STATION RECOVERY (2004) EZ3441 EZ3441'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJD) EZ3441'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3442 *********************************************************************** EZ3442 DESIGNATION - RANGER AZ MK EZ3442 PID - EZ3442 EZ3442 STATE/COUNTY- NC/HOKE EZ3442 USGS QUAD - LOBELIA (1981) EZ3442 EZ3442 *CURRENT SURVEY CONTROL EZ3442 ___________________________________________________________________ EZ3442* NAD 83(1986)- 35 11 09.88253(N) 079 11 33.05310(W) ADJUSTED EZ3442* NAVD 88 - 81. (meters) 266. (feet) SCALED EZ3442 ___________________________________________________________________ EZ3442 LAPLACE CORR- -5.25 (seconds) DEFLEC99 EZ3442 GEOID HEIGHT- -32.27 (meters) GEOID03 EZ3442 EZ3442 HORZ ORDER - SECOND EZ3442 EZ3442.The North Carolina HARNS have been completed but, EZ3442.due to contractual restrictions, coordinates for these stations EZ3442.will NOT be published in the near future. In the interim, the EZ3442.published coordinates in North Carolina will not be EZ3442.consistent with the Continuously Operating Reference Stations EZ3442.(CORS). The HARN coordinates for these stations are available EZ3442.upon request. Contact Gary Thompson(919-733-3836). EZ3442. EZ3442.In addition, the published North Carolina positions EZ3442.(NAD 83 (1986)) are NOT consistent with those determined in EZ3442.adjacent state readjustments. The discontinuity between stations EZ3442.located in North Carolina and those in adjacent states EZ3442.which have been adjusted to the HARN may be as much as 5 EZ3442.decimeters. This will result in a significant loss of accuracy EZ3442.over lines crossing such state borders. EZ3442 EZ3442 EZ3442.The horizontal coordinates were established by classical geodetic methods EZ3442.and adjusted by the National Geodetic Survey in July 1986. EZ3442 EZ3442.The orthometric height was scaled from a topographic map. EZ3442 EZ3442.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3442 EZ3442.The geoid height was determined by GEOID03. EZ3442 EZ3442; North East Units Scale Factor Converg. EZ3442;SPC NC - 159,321.065 592,069.012 MT 0.99987325 -0 06 40.0 EZ3442;SPC NC - 522,705.86 1,942,479.75 sFT 0.99987325 -0 06 40.0 EZ3442;UTM 17 - 3,895,174.872 664,571.012 MT 0.99993379 +1 02 30.4 EZ3442 EZ3442! - Elev Factor x Scale Factor = Combined Factor EZ3442!SPC NC - 0.99999239 x 0.99987325 = 0.99986564 EZ3442!UTM 17 - 0.99999239 x 0.99993379 = 0.99992618 EZ3442 EZ3442 SUPERSEDED SURVEY CONTROL EZ3442 EZ3442 NAD 27 - 35 11 09.29640(N) 079 11 33.94940(W) AD( ) 2 EZ3442 EZ3442.Superseded values are not recommended for survey control. EZ3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3442.See file dsdata.txt to determine how the superseded data were derived. EZ3442 EZ3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6457195175(NAD 83) EZ3442_MARKER: DZ = AZIMUTH MARK DISK EZ3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3442_STAMPING: RANGER-1947 EZ3442_MARK LOGO: CGS EZ3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3442+STABILITY: SURFACE MOTION EZ3442 EZ3442 HISTORY - Date Condition Report By EZ3442 HISTORY - 1947 MONUMENTED CGS EZ3442 EZ3442 STATION DESCRIPTION EZ3442 EZ3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3442'AZIMUTH MARK, N OF STATION IS A STANDARD USC AND GS BRONZE DISK EZ3442'SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE MONUMENT. MARK EZ3442'IS LOCATED ABOUT 0.5 MILE W OF RANGER STATION NO. 3, 43 FT N OF EZ3442'CENTERLINE OF MANCHESTER ROAD AT BEND IN ROAD. HORIZONTAL EZ3442'DISTANCE FROM STATION 903.36 FT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3964 *********************************************************************** EB3964 DESIGNATION - RECAP EB3964 PID - EB3964 EB3964 STATE/COUNTY- NC/HOKE EB3964 USGS QUAD - RAEFORD (1982) EB3964 EB3964 *CURRENT SURVEY CONTROL EB3964 ___________________________________________________________________ EB3964* NAD 83(1986)- 34 52 36.80996(N) 079 12 15.67142(W) ADJUSTED EB3964* NAVD 88 - 69.9 (meters) 229. (feet) VERTCON EB3964 ___________________________________________________________________ EB3964 LAPLACE CORR- -3.73 (seconds) DEFLEC99 EB3964 GEOID HEIGHT- -32.88 (meters) GEOID03 EB3964 EB3964 HORZ ORDER - SECOND EB3964 EB3964.The North Carolina HARNS have been completed but, EB3964.due to contractual restrictions, coordinates for these stations EB3964.will NOT be published in the near future. In the interim, the EB3964.published coordinates in North Carolina will not be EB3964.consistent with the Continuously Operating Reference Stations EB3964.(CORS). The HARN coordinates for these stations are available EB3964.upon request. Contact Gary Thompson(919-733-3836). EB3964. EB3964.In addition, the published North Carolina positions EB3964.(NAD 83 (1986)) are NOT consistent with those determined in EB3964.adjacent state readjustments. The discontinuity between stations EB3964.located in North Carolina and those in adjacent states EB3964.which have been adjusted to the HARN may be as much as 5 EB3964.decimeters. This will result in a significant loss of accuracy EB3964.over lines crossing such state borders. EB3964 EB3964 EB3964.The horizontal coordinates were established by classical geodetic methods EB3964.and adjusted by the National Geodetic Survey in April 1991. EB3964 EB3964.The NAVD 88 height was computed by applying the VERTCON shift value to EB3964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3964 EB3964.The Laplace correction was computed from DEFLEC99 derived deflections. EB3964 EB3964.The geoid height was determined by GEOID03. EB3964 EB3964; North East Units Scale Factor Converg. EB3964;SPC NC - 125,025.827 590,920.292 MT 0.99989386 -0 07 04.6 EB3964;SPC NC - 410,188.90 1,938,710.99 sFT 0.99989386 -0 07 04.6 EB3964;UTM 17 - 3,860,861.721 664,110.151 MT 0.99993194 +1 01 37.2 EB3964 EB3964! - Elev Factor x Scale Factor = Combined Factor EB3964!SPC NC - 0.99999419 x 0.99989386 = 0.99988805 EB3964!UTM 17 - 0.99999419 x 0.99993194 = 0.99992613 EB3964 EB3964 SUPERSEDED SURVEY CONTROL EB3964 EB3964 NGVD 29 (04/22/91) 70.2 (m) 230. (f) VERT ANG EB3964 EB3964.Superseded values are not recommended for survey control. EB3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3964.See file dsdata.txt to determine how the superseded data were derived. EB3964 EB3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6411060862(NAD 83) EB3964_MARKER: DE = TRAVERSE STATION DISK EB3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3964_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3964_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3964+STABILITY: SURFACE MOTION EB3964 EB3964 HISTORY - Date Condition Report By EB3964 HISTORY - 1977 MONUMENTED NCGS EB3964 EB3964 STATION DESCRIPTION EB3964 EB3964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3964'THE STATION IS LOCATED APPROXIMATELY 6.9 MILES SOUTH OF RAEFORD AND EB3964'4.4 MILES NORTH-NORTHWEST OF RED SPRINGS. EB3964' EB3964'TO REACH STATION FROM INTERSECTION OF NC 211 AND SR 1105 AT ANTIOCH, EB3964'PROCEED SOUTH ALONG NC 211 FOR 0.65 MILE TO STATION IN LEFT SHOULDER EB3964'APPROXIMATELY 280 FEET NORTH OF A FIELD ROAD LEADING EAST AND 0.4 MILE EB3964'NORTH OF SR 1447 LEADING EAST. EB3964' EB3964'STATION MARK IS A STANDARD DISK STAMPED---RECAP 1977---SET IN THE EB3964'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB3964'SURFACE. THE MARK IS 18.7 FEET EAST-NORTHEAST OF CENTERLINE OF NC 211, EB3964'117.4 FEET SOUTH OF A 10 INCH OAK WITH REFERENCE TAG, 123.8 FEET EB3964'NORTH-NORTHWEST OF A 24 INCH PINE ACROSS HIGHWAY WITH REFERENCE TAG, EB3964'85.5 FEET NORTH-NORTHEAST OF A 12 INCH PINE WITH REFERENCE TAG AND EB3964'141.6 FEET SOUTHEAST OF AN 8 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2577 *********************************************************************** EB2577 DESIGNATION - ROCK EB2577 PID - EB2577 EB2577 STATE/COUNTY- NC/HOKE EB2577 USGS QUAD - RAEFORD (1982) EB2577 EB2577 *CURRENT SURVEY CONTROL EB2577 ___________________________________________________________________ EB2577* NAD 83(1986)- 34 58 56.37316(N) 079 08 00.17264(W) ADJUSTED EB2577* NAVD 88 - 69. (meters) 226. (feet) SCALED EB2577 ___________________________________________________________________ EB2577 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EB2577 GEOID HEIGHT- -32.91 (meters) GEOID03 EB2577 EB2577 HORZ ORDER - FIRST EB2577 EB2577.The North Carolina HARNS have been completed but, EB2577.due to contractual restrictions, coordinates for these stations EB2577.will NOT be published in the near future. In the interim, the EB2577.published coordinates in North Carolina will not be EB2577.consistent with the Continuously Operating Reference Stations EB2577.(CORS). The HARN coordinates for these stations are available EB2577.upon request. Contact Gary Thompson(919-733-3836). EB2577. EB2577.In addition, the published North Carolina positions EB2577.(NAD 83 (1986)) are NOT consistent with those determined in EB2577.adjacent state readjustments. The discontinuity between stations EB2577.located in North Carolina and those in adjacent states EB2577.which have been adjusted to the HARN may be as much as 5 EB2577.decimeters. This will result in a significant loss of accuracy EB2577.over lines crossing such state borders. EB2577 EB2577 EB2577.The horizontal coordinates were established by classical geodetic methods EB2577.and adjusted by the National Geodetic Survey in July 1986. EB2577 EB2577.The orthometric height was scaled from a topographic map. EB2577 EB2577.The Laplace correction was computed from DEFLEC99 derived deflections. EB2577 EB2577.The geoid height was determined by GEOID03. EB2577 EB2577; North East Units Scale Factor Converg. EB2577;SPC NC - 136,710.273 597,423.890 MT 0.99988359 -0 04 37.1 EB2577;SPC NC - 448,523.62 1,960,048.21 sFT 0.99988359 -0 04 37.1 EB2577;UTM 17 - 3,872,674.587 670,379.076 MT 0.99995778 +1 04 13.6 EB2577 EB2577! - Elev Factor x Scale Factor = Combined Factor EB2577!SPC NC - 0.99999438 x 0.99988359 = 0.99987797 EB2577!UTM 17 - 0.99999438 x 0.99995778 = 0.99995216 EB2577 EB2577: Primary Azimuth Mark Grid Az EB2577:SPC NC - ROCK AZ MK 187 13 33.3 EB2577:UTM 17 - ROCK AZ MK 186 04 42.6 EB2577 EB2577|---------------------------------------------------------------------| EB2577| PID Reference Object Distance Geod. Az | EB2577| dddmmss.s | EB2577| EB2545 JACKSONVILLE WASH AWY BCN 36 APPROX.18.0 KM 0954113.9 | EB2577| EB3558 ROCK AZ MK 1870856.2 | EB2577| EB3559 ROCK RM 1 34.445 METERS 24556 | EB2577| EB3560 ROCK RM 2 27.633 METERS 30934 | EB2577|---------------------------------------------------------------------| EB2577 EB2577 SUPERSEDED SURVEY CONTROL EB2577 EB2577 NAD 27 - 34 58 55.79100(N) 079 08 01.03600(W) AD( ) 1 EB2577 EB2577.Superseded values are not recommended for survey control. EB2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2577.See file dsdata.txt to determine how the superseded data were derived. EB2577 EB2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7037972675(NAD 83) EB2577_MARKER: DS = TRIANGULATION STATION DISK EB2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2577 EB2577 HISTORY - Date Condition Report By EB2577 HISTORY - 1949 MONUMENTED CGS EB2577 HISTORY - 1975 GOOD NGS EB2577 EB2577 STATION DESCRIPTION EB2577 EB2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EB2577'STATION IS LOCATED ABOUT 6 MILES EAST OF RAEFORD AND 4 MILES WEST EB2577'OF ROCKFISH. IT IS 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A EB2577'FRAME HOUSE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST. THE EB2577'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ROCK 1949. EB2577' EB2577'REFERENCE MARK NO. 1 IS 16 FEET SOUTHWEST OF CENTER OF A DIRT EB2577'ROAD. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EB2577'ROCK NO 1 1949. EB2577' EB2577'REFERENCE MARK NO. 2 IS 94 FEET NORTH OF CENTER OF DIRT ROAD AND EB2577'26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FRAME HOUSE. THE MARK EB2577'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ROCK NO 2 1949. EB2577' EB2577'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF DIRT ROAD AND 2 FEET EB2577'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES EB2577'AND THE DISK IS STAMPED ROCK 1949. EB2577' EB2577'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 15A AND STATE EB2577'HIGHWAY 211 IN RAEFORD, GO EAST ON HIGHWAY 15A FOR 2.1 MILES TO A EB2577'PAVED ROAD RIGHT, TURN RIGHT AND GO EAST AND SOUTH FOR 1.1 MILES TO EB2577'A FORK IN ROAD, TURN RIGHT ON DIRT ROAD AND GO SOUTH FOR 2.2 MILES EB2577'TO SHARP CURVE RIGHT AND STATION NEAR FRAME HOUSE AS DESCRIBED. EB2577' EB2577'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT ROAD FOR EB2577'0.35 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED. EB2577' EB2577'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS. EB2577 EB2577 STATION RECOVERY (1975) EB2577 EB2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) EB2577'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE EB2577'REFERENCE MARKS AND AZIMUTH MARK HAD BEEN DESTROYED. REFERENCE EB2577'MARKS 3 AND 4 WERE ESTABLISHED. NO OTHER STATIONS OR OBJECTS ARE EB2577'VISIBLE FROM STATION. THE FRAME HOUSE NEAR STATION SITE HAS BEEN EB2577'REPLACED BY A BRICK HOUSE. A COMPLETE NEW DESCRIPTION FOLLOWS. EB2577' EB2577'STATION IS ABOUT 6 MILES EAST OF RAEFORD AND 4 MILES WEST OF EB2577'ROCKFISH IN THE FRONT LAWN OF THE HOME OF MR. JAMES R. HENDRIX, EB2577'JR. STATION IS 27.5 FEET SOUTH OF THE SOUTHWEST CORNER OF PORCH, EB2577'21.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AND 21 FEET EB2577'NORTH OF CENTERLINE OF TRACK FIELD ROAD. MARK IS A STANDARD DISK EB2577'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 2 INCHES BELOW EB2577'THE SURFACE AND THE DISK IS STAMPED ROCK 1949. EB2577' EB2577'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 AND STATE EB2577'HIGHWAYS 20 AND 211 IN RAEFORD GO NORTHERLY ON U.S. HIGHWAY 401 EB2577'FOR 2.05 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EASTERLY EB2577'ON COUNTY ROAD 1406 FOR 1.1 MILES TO FORK. TAKE RIGHT FORK AND EB2577'CONTINUE EASTERLY ON COUNTY ROAD 1422 FOR 2.2 MILES TO WHERE ROAD EB2577'MAKES A SHARP TURN RIGHT. CONTINUE STRAIGHT AHEAD ON DRIVEWAY EB2577'FOR ABOUT 0.05 MILE TO HOUSE AND STATION ON THE LEFT AS EB2577'DESCRIBED. EB2577' EB2577'REFERENCE MARK NO. 3 IS 45 FEET EAST OF FENCE CORNER, 40 FEET WEST EB2577'OF CENTERLINE OF FARM ROAD AND 19 FEET NORTH OF CENTERLINE OF EB2577'DRIVEWAY. MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A EB2577'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE EB2577'GROUND AND THE DISK IS STAMPED ROCK 1949 NO 3 1975. EB2577' EB2577'REFERENCE MARK NO. 4 IS 49 FEET NORTHWEST OF T INTERSECTION OF EB2577'FARM ROAD AND DRIVEWAY AND 18 FEET WEST OF CENTERLINE OF FARM EB2577'ROAD. MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A EB2577'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE EB2577'GROUND AND THE DISK IS STAMPED ROCK 1949 NO 4 1975. EB2577' EB2577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EB2577'4 MILES WEST OF ROCKFISH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH7207 *********************************************************************** AH7207 DESIGNATION - ROCKFISH MOTOROLA COMM TOWER AH7207 PID - AH7207 AH7207 STATE/COUNTY- NC/HOKE AH7207 USGS QUAD - CLIFDALE (1982) AH7207 AH7207 *CURRENT SURVEY CONTROL AH7207 ___________________________________________________________________ AH7207* NAD 83(1986)- 35 00 15.04248(N) 079 04 14.36861(W) ADJUSTED AH7207* NAVD 88 - AH7207 ___________________________________________________________________ AH7207 LAPLACE CORR- -4.01 (seconds) DEFLEC99 AH7207 GEOID HEIGHT- -33.03 (meters) GEOID03 AH7207 AH7207 HORZ ORDER - THIRD AH7207 AH7207.The North Carolina HARNS have been completed but, AH7207.due to contractual restrictions, coordinates for these stations AH7207.will NOT be published in the near future. In the interim, the AH7207.published coordinates in North Carolina will not be AH7207.consistent with the Continuously Operating Reference Stations AH7207.(CORS). The HARN coordinates for these stations are available AH7207.upon request. Contact Gary Thompson(919-733-3836). AH7207. AH7207.In addition, the published North Carolina positions AH7207.(NAD 83 (1986)) are NOT consistent with those determined in AH7207.adjacent state readjustments. The discontinuity between stations AH7207.located in North Carolina and those in adjacent states AH7207.which have been adjusted to the HARN may be as much as 5 AH7207.decimeters. This will result in a significant loss of accuracy AH7207.over lines crossing such state borders. AH7207 AH7207 AH7207.The horizontal coordinates were established by classical geodetic methods AH7207.and adjusted by the National Geodetic Survey in June 1998. AH7207 AH7207 AH7207.The Laplace correction was computed from DEFLEC99 derived deflections. AH7207 AH7207.The geoid height was determined by GEOID03. AH7207 AH7207; North East Units Scale Factor Converg. AH7207;SPC NC - 139,128.439 603,152.076 MT 0.99988188 -0 02 26.8 AH7207;SPC NC - 456,457.22 1,978,841.44 sFT 0.99988188 -0 02 26.8 AH7207;UTM 17 - 3,875,207.214 676,058.176 MT 0.99998203 +1 06 25.3 AH7207 AH7207 SUPERSEDED SURVEY CONTROL AH7207 AH7207.No superseded survey control is available for this station. AH7207 AH7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7605875207(NAD 83) AH7207_MARKER: 43 = RADIO/TV TOWER AH7207 AH7207 HISTORY - Date Condition Report By AH7207 HISTORY - 1981 FIRST OBSERVED NCGS AH7207 AH7207 STATION DESCRIPTION AH7207 AH7207'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) AH7207'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTH-NORTHWEST OF AH7207'ROCKFISH AND 8.9 MILES EAST OF RAEFORD ALONG SR 1418, 1 MILE NORTH OF AH7207'INTERSECTION WITH SR 1406 IN ROCKFISH, AND 0.5 MILE NORTH OF THE AH7207'INTERSECTION WITH SR 1420, APPROXIMATELY 300 FEET NORTHEAST OF ROAD. AH7207'STATION IS THE RED LIGHT ON TOP OF---ROCKFISH MOTOROLA COMM TWR---, AH7207'WHICH IS 400 FEET TALL, PAINTED RED AND WHITE AND SUPPORTED BY 3 LEGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3470 *********************************************************************** EZ3470 DESIGNATION - SANDSTONE EZ3470 PID - EZ3470 EZ3470 STATE/COUNTY- NC/HOKE EZ3470 USGS QUAD - MC CAIN (1983) EZ3470 EZ3470 *CURRENT SURVEY CONTROL EZ3470 ___________________________________________________________________ EZ3470* NAD 83(1986)- 35 02 56.97100(N) 079 19 37.31061(W) ADJUSTED EZ3470* NAVD 88 - 155. (meters) 509. (feet) SCALED EZ3470 ___________________________________________________________________ EZ3470 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EZ3470 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ3470 EZ3470 HORZ ORDER - SECOND EZ3470 EZ3470.The North Carolina HARNS have been completed but, EZ3470.due to contractual restrictions, coordinates for these stations EZ3470.will NOT be published in the near future. In the interim, the EZ3470.published coordinates in North Carolina will not be EZ3470.consistent with the Continuously Operating Reference Stations EZ3470.(CORS). The HARN coordinates for these stations are available EZ3470.upon request. Contact Gary Thompson(919-733-3836). EZ3470. EZ3470.In addition, the published North Carolina positions EZ3470.(NAD 83 (1986)) are NOT consistent with those determined in EZ3470.adjacent state readjustments. The discontinuity between stations EZ3470.located in North Carolina and those in adjacent states EZ3470.which have been adjusted to the HARN may be as much as 5 EZ3470.decimeters. This will result in a significant loss of accuracy EZ3470.over lines crossing such state borders. EZ3470 EZ3470 EZ3470.The horizontal coordinates were established by classical geodetic methods EZ3470.and adjusted by the National Geodetic Survey in July 1986. EZ3470 EZ3470.The orthometric height was scaled from a topographic map. EZ3470 EZ3470.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3470 EZ3470.The geoid height was determined by GEOID03. EZ3470 EZ3470; North East Units Scale Factor Converg. EZ3470;SPC NC - 144,164.831 579,768.719 MT 0.99987881 -0 11 19.5 EZ3470;SPC NC - 472,980.78 1,902,124.54 sFT 0.99987881 -0 11 19.5 EZ3470;UTM 17 - 3,879,774.033 652,577.301 MT 0.99988692 +0 57 39.4 EZ3470 EZ3470! - Elev Factor x Scale Factor = Combined Factor EZ3470!SPC NC - 0.99998077 x 0.99987881 = 0.99985958 EZ3470!UTM 17 - 0.99998077 x 0.99988692 = 0.99986769 EZ3470 EZ3470: Primary Azimuth Mark Grid Az EZ3470:SPC NC - MONTROSE SANITORIUM TANK 301 46 23.4 EZ3470:UTM 17 - MONTROSE SANITORIUM TANK 300 37 24.5 EZ3470 EZ3470|---------------------------------------------------------------------| EZ3470| PID Reference Object Distance Geod. Az | EZ3470| dddmmss.s | EZ3470| EZ5639 SANDSTONE RM 1 12.334 METERS 16405 | EZ3470| EZ3469 MONTROSE SANITORIUM TANK APPROX. 2.0 KM 3013503.9 | EZ3470| EZ3468 MONTROSE SANITORIUM STACK APPROX. 2.1 KM 3082312.9 | EZ3470|---------------------------------------------------------------------| EZ3470 EZ3470 SUPERSEDED SURVEY CONTROL EZ3470 EZ3470 NAD 27 - 35 02 56.35680(N) 079 19 38.19280(W) AD( ) 2 EZ3470 EZ3470.Superseded values are not recommended for survey control. EZ3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3470.See file dsdata.txt to determine how the superseded data were derived. EZ3470 EZ3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5257779774(NAD 83) EZ3470_MARKER: DS = TRIANGULATION STATION DISK EZ3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3470_STAMPING: SANDSTONE-1947 EZ3470_MARK LOGO: CGS EZ3470 EZ3470 HISTORY - Date Condition Report By EZ3470 HISTORY - 1947 MONUMENTED CGS EZ3470 HISTORY - 1955 GOOD CGS EZ3470 HISTORY - 1956 GOOD CGS EZ3470 HISTORY - 1983 MARK NOT FOUND USPSQD EZ3470 HISTORY - 20040221 MARK NOT FOUND USPSQD EZ3470 EZ3470 STATION DESCRIPTION EZ3470 EZ3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3470'ON FORT BRAGG RESERVATION, NEAR SW CORNER, ABOUT 1.2 MILES SE EZ3470'OF MONTROSE SANITORIUM, ABOUT 0.1 MILE E OF JUNCTION OF PLANK EZ3470'ROAD AND KING ROAD, AND ABOUT 65 YARDS S OF CENTERLINE OF EZ3470'PLANK ROAD. TO REACH FROM FORT BRAGG, GO W ON CHICKEN ROAD TO EZ3470'Y JUNCTION WITH PLANK ROAD, TAKE LEFT FORK, PLANK ROAD, AND EZ3470'GO SW AND W TO JUNCTION WITH TURKEY ROAD. CONTINUE W ON PLANK EZ3470'ROAD FOR 2.4 MILES, OR 0.1 MILE E OF JUNCTION WITH KING ROAD, EZ3470'TO STATION. EZ3470' EZ3470'STATION IS A STANDARD USC AND GS BRONZE DISK STAMPED, EZ3470'SANDSTONE-1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 EZ3470'FT CONCRETE MONUMENT FLUSH WITH THE GROUND. EZ3470' EZ3470'R. M. NO. 1, S OF STATION AT SAME ELEVATION, IS A USC AND GS EZ3470'BRONZE DISK, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT EZ3470'CONCRETE MONUMENT. HORIZONTAL DISTANCE FROM STATION 40.465 FEET. EZ3470 EZ3470 STATION RECOVERY (1955) EZ3470 EZ3470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS) EZ3470'STATION AND THE REFERENCE MARK WAS RECOVERED AS DESCRIBED AND EZ3470'FOUND TO BE IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION EZ3470'FOLLOWS. EZ3470' EZ3470'THE STATION IS LOCATED ON THE FORT BRAGG RESERVATION, ABOUT EZ3470'8 MILES NORTHWEST OF READFORD, 1.2 MILE SOUTHEAST OF THE EZ3470'MONTROSE SANITORIUM AND 0.1 MILE EAST OF THE JUNCTION OF EZ3470'PLANK ROAD AND KING ROAD. IT IS 98 YARDS SOUTHWEST OF A EZ3470'TELEPHONE POLE NO. 901, 65 YARDS SOUTH OF THE CENTER OF PLANK EZ3470'ROAD, 39.5 FEET NORTH OF A TRIANGULAR BLAZED PINE TREE, 24.3 EZ3470'FEET SOUTH OF A TRIANGULAR BLAZED PINE TREE AND 10.1 FEET EZ3470'EAST OF A TRIANGULAR BLAZED PINE TREE. THE MARK PROJECTS 1 EZ3470'INCH AND THE DISK IS STAMPED SANDSTONE 1947 (NOTE 7A). EZ3470' EZ3470'THE REFERENCE MARK IS 40.5 FEET SOUTH OF THE STATION. IT IS EZ3470'10.5 FEET EAST OF A TRIANGULAR BLAZED PINE TREE. THE MARK EZ3470'PROJECTS 1 INCH AND THE DISK IS STAMPED---SANDSTONE EZ3470'1947---. (NOTE 11A). EZ3470' EZ3470'TO REACH THE STATION FROM THE POST OFFICE IN READFORD, GO EZ3470'EAST AND NORTH ON STATE HIGHWAY 211 FOR 0.9 MILE TO THE EZ3470'JUNCTION OF U.S. HIGHWAY 15A, CONTINUE NORTHWEST ON STATE EZ3470'HIGHWAY 211 FOR 7.85 MILES TO A SERVICE STATION ON THE LEFT AND EZ3470'A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON SAND ROAD (PLANK EZ3470'ROAD) FOR 0.5 MILE TO THE JUNCTION WITH KING ROAD. CONTINUE EZ3470'EAST ON PLANK ROAD FOR 0.1 MILE TO STATION ON RIGHT. EZ3470 EZ3470 STATION RECOVERY (1956) EZ3470 EZ3470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EAT) EZ3470'THE STATION WAS RECOVERED AS DESCRIBED BY C. A. S. IN 1955 AND EZ3470'BOTH MARKS WERE FOUND IN GOOD CONDITION. THE RECOVERY NOTE IS EZ3470'ADEQUATE WITH THESE CORRECTIONS. EZ3470' EZ3470'THE TO REACH SHOULD READ FROM RAEFORD. EZ3470' EZ3470'THE REFERENCE MARK, A STANDARD USC AND GS REFERENCE MARK EZ3470'DISK, IS NOT STAMPED. EZ3470 EZ3470 STATION RECOVERY (1983) EZ3470 EZ3470'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT) EZ3470'MARKER WAS NOT RECOVERED. A MILITARY MAP SHOWING EXACT LOCATION EZ3470'OF MARKER WAS USED IN SEARCH. ALL REFERENCE MARKS EXCEPT KING AND EZ3470'PLANK ROADS HAVE BEEN REMOVED. ALL TELEPHONE POLES IN THE AREA EZ3470'HAVE BEEN RELOCATED AND RENUMBERED. THE TRINANGULAR BLAZED PINE EZ3470'TREES HAVE BEEN REMOVED. THE LOCATION WAS PROBED 12 TO 16 INCHES EZ3470'EXTENSIVELY IN EFFORT TO LOCATE MARKER. ROAD CONSTRUCTION AND EZ3470'THE CONCTRUCTION OF A MILITARY RADIO COMMUNICATION STATION NEAR EZ3470'THE AREA MAY HAVE DESTROYED THE STATION. EZ3470 EZ3470 STATION RECOVERY (2004) EZ3470 EZ3470'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJD) EZ3470'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3982 *********************************************************************** EB3982 DESIGNATION - SHADY GROVE EB3982 PID - EB3982 EB3982 STATE/COUNTY- NC/HOKE EB3982 USGS QUAD - WAGRAM (1982) EB3982 EB3982 *CURRENT SURVEY CONTROL EB3982 ___________________________________________________________________ EB3982* NAD 83(1986)- 34 54 58.46880(N) 079 19 51.91513(W) ADJUSTED EB3982* NAVD 88 - 79.0 (meters) 259. (feet) VERTCON EB3982 ___________________________________________________________________ EB3982 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EB3982 GEOID HEIGHT- -32.52 (meters) GEOID03 EB3982 EB3982 HORZ ORDER - SECOND EB3982 EB3982.The North Carolina HARNS have been completed but, EB3982.due to contractual restrictions, coordinates for these stations EB3982.will NOT be published in the near future. In the interim, the EB3982.published coordinates in North Carolina will not be EB3982.consistent with the Continuously Operating Reference Stations EB3982.(CORS). The HARN coordinates for these stations are available EB3982.upon request. Contact Gary Thompson(919-733-3836). EB3982. EB3982.In addition, the published North Carolina positions EB3982.(NAD 83 (1986)) are NOT consistent with those determined in EB3982.adjacent state readjustments. The discontinuity between stations EB3982.located in North Carolina and those in adjacent states EB3982.which have been adjusted to the HARN may be as much as 5 EB3982.decimeters. This will result in a significant loss of accuracy EB3982.over lines crossing such state borders. EB3982 EB3982 EB3982.The horizontal coordinates were established by classical geodetic methods EB3982.and adjusted by the National Geodetic Survey in April 1991. EB3982 EB3982.The NAVD 88 height was computed by applying the VERTCON shift value to EB3982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3982 EB3982.The Laplace correction was computed from DEFLEC99 derived deflections. EB3982 EB3982.The geoid height was determined by GEOID03. EB3982 EB3982; North East Units Scale Factor Converg. EB3982;SPC NC - 129,421.976 579,349.474 MT 0.99988964 -0 11 27.9 EB3982;SPC NC - 424,611.93 1,900,749.07 sFT 0.99988964 -0 11 27.9 EB3982;UTM 17 - 3,865,025.695 652,453.541 MT 0.99988646 +0 57 19.6 EB3982 EB3982! - Elev Factor x Scale Factor = Combined Factor EB3982!SPC NC - 0.99999270 x 0.99988964 = 0.99988234 EB3982!UTM 17 - 0.99999270 x 0.99988646 = 0.99987916 EB3982 EB3982 SUPERSEDED SURVEY CONTROL EB3982 EB3982 NGVD 29 (04/22/91) 79.3 (m) 260. (f) VERT ANG EB3982 EB3982.Superseded values are not recommended for survey control. EB3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3982.See file dsdata.txt to determine how the superseded data were derived. EB3982 EB3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5245465026(NAD 83) EB3982_MARKER: DE = TRAVERSE STATION DISK EB3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3982_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3982_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3982+STABILITY: SURFACE MOTION EB3982 EB3982 HISTORY - Date Condition Report By EB3982 HISTORY - 1978 MONUMENTED NCGS EB3982 HISTORY - 1985 GOOD USPSQD EB3982 EB3982 STATION DESCRIPTION EB3982 EB3982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3982'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTHEAST OF WAGRAM AND EB3982'7.4 MILES SOUTHWEST OF RAEFORD. EB3982' EB3982'TO REACH STATION FROM THE RAILROAD CROSSING OF US 401 IN WAGRAM, EB3982'PROCEED NORTHEASTERLY ALONG US 401 FOR 2.9 MILES TO STATION IN RIGHT EB3982'ROAD SHOULDER ON PROLONGATION WITH AND ACROSS HIGHWAY FROM THE EB3982'SOUTHEAST SIDE OF A WHITE FRAME HOUSE AND APPROXIMATELY 300 FEET EAST EB3982'OF THE SHADY GROVE BAPTIST CHURCH. EB3982' EB3982'STATION MARK IS A STD DISK STAMPED---SHADY GROVE 1978---SET IN TOP OF EB3982'A 9-INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE SURFACE. THE EB3982'MARK IS 21.7 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY AND 92.0 FEET EB3982'WEST OF POWER POLE 17 WITH TELEPHONE PEDESTAL, 101.0 FEET SOUTH OF EB3982'SERVICE POLE, 77.8 FEET EAST OF AN 8 INCH PINE AND 159.3 FEET EB3982'NORTH-NORTHEAST OF POWER POLE ALL WITH REFERENCE TAGS. EB3982 EB3982 STATION RECOVERY (1985) EB3982 EB3982'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3982'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3983 *********************************************************************** EB3983 DESIGNATION - SHANNON WSTS RADIO RELAY MAST EB3983 PID - EB3983 EB3983 STATE/COUNTY- NC/HOKE EB3983 USGS QUAD - RED SPRINGS (1974) EB3983 EB3983 *CURRENT SURVEY CONTROL EB3983 ___________________________________________________________________ EB3983* NAD 83(1986)- 34 52 19.17342(N) 079 08 48.52745(W) ADJUSTED EB3983* NAVD 88 - EB3983 ___________________________________________________________________ EB3983 LAPLACE CORR- -3.72 (seconds) DEFLEC99 EB3983 GEOID HEIGHT- -33.02 (meters) GEOID03 EB3983 EB3983 HORZ ORDER - THIRD EB3983 EB3983.The North Carolina HARNS have been completed but, EB3983.due to contractual restrictions, coordinates for these stations EB3983.will NOT be published in the near future. In the interim, the EB3983.published coordinates in North Carolina will not be EB3983.consistent with the Continuously Operating Reference Stations EB3983.(CORS). The HARN coordinates for these stations are available EB3983.upon request. Contact Gary Thompson(919-733-3836). EB3983. EB3983.In addition, the published North Carolina positions EB3983.(NAD 83 (1986)) are NOT consistent with those determined in EB3983.adjacent state readjustments. The discontinuity between stations EB3983.located in North Carolina and those in adjacent states EB3983.which have been adjusted to the HARN may be as much as 5 EB3983.decimeters. This will result in a significant loss of accuracy EB3983.over lines crossing such state borders. EB3983 EB3983 EB3983.The horizontal coordinates were established by classical geodetic methods EB3983.and adjusted by the National Geodetic Survey in April 1991. EB3983 EB3983 EB3983.The Laplace correction was computed from DEFLEC99 derived deflections. EB3983 EB3983.The geoid height was determined by GEOID03. EB3983 EB3983; North East Units Scale Factor Converg. EB3983;SPC NC - 124,473.091 596,179.497 MT 0.99989442 -0 05 05.1 EB3983;SPC NC - 408,375.47 1,955,965.57 sFT 0.99989442 -0 05 05.1 EB3983;UTM 17 - 3,860,414.143 669,379.606 MT 0.99995360 +1 03 35.3 EB3983 EB3983 SUPERSEDED SURVEY CONTROL EB3983 EB3983.No superseded survey control is available for this station. EB3983 EB3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6938060414(NAD 83) EB3983_MARKER: 42 = RADIO/TV MAST EB3983 EB3983 HISTORY - Date Condition Report By EB3983 HISTORY - 1977 FIRST OBSERVED NCGS EB3983 EB3983 STATION DESCRIPTION EB3983 EB3983'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB3983'THE STATION, SHANNON LAURINBURG WSTS RADIO RELAY MAST, IS THE RED EB3983'LIGHT ON TOP OF A 650 FOTT STRUCTURE THREE SIDED AND MADE OF EB3983'TUBULAR STEEL. EB3983' EB3983'THE STATION IS 1.7 MILES NORTH OF SHANNON. EB3983' EB3983'TO REACH STATION FROM THE NC 71 SR 1001 CROSSROAD IN SHANNON, PROCEED EB3983'NORTH ALONG SR 1001 FOR 1.6 MILES TO THE HOKE-ROBESON COUNTY LINE EB3983'CONTINUE FOR 0.2 MILE TO STATION APPROXIMATELY 300 FEET NORTHEAST OF EB3983'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2719 *********************************************************************** EZ2719 DESIGNATION - SMITH EZ2719 PID - EZ2719 EZ2719 STATE/COUNTY- NC/HOKE EZ2719 USGS QUAD - NICHOLSON CREEK (1982) EZ2719 EZ2719 *CURRENT SURVEY CONTROL EZ2719 ___________________________________________________________________ EZ2719* NAD 83(1986)- 35 01 40.52474(N) 079 08 27.09890(W) ADJUSTED EZ2719* NAVD 88 - 78.935 (meters) 258.97 (feet) ADJUSTED EZ2719 ___________________________________________________________________ EZ2719 LAPLACE CORR- -4.48 (seconds) DEFLEC99 EZ2719 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ2719 DYNAMIC HT - 78.862 (meters) 258.73 (feet) COMP EZ2719 MODELED GRAV- 979,709.4 (mgal) NAVD 88 EZ2719 EZ2719 HORZ ORDER - SECOND EZ2719 VERT ORDER - SECOND CLASS II EZ2719 EZ2719.The North Carolina HARNS have been completed but, EZ2719.due to contractual restrictions, coordinates for these stations EZ2719.will NOT be published in the near future. In the interim, the EZ2719.published coordinates in North Carolina will not be EZ2719.consistent with the Continuously Operating Reference Stations EZ2719.(CORS). The HARN coordinates for these stations are available EZ2719.upon request. Contact Gary Thompson(919-733-3836). EZ2719. EZ2719.In addition, the published North Carolina positions EZ2719.(NAD 83 (1986)) are NOT consistent with those determined in EZ2719.adjacent state readjustments. The discontinuity between stations EZ2719.located in North Carolina and those in adjacent states EZ2719.which have been adjusted to the HARN may be as much as 5 EZ2719.decimeters. This will result in a significant loss of accuracy EZ2719.over lines crossing such state borders. EZ2719 EZ2719 EZ2719.The horizontal coordinates were established by classical geodetic methods EZ2719.and adjusted by the National Geodetic Survey in June 1998. EZ2719 EZ2719.The orthometric height was determined by differential leveling EZ2719.and adjusted by the National Geodetic Survey in June 1991. EZ2719 EZ2719.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2719 EZ2719.The geoid height was determined by GEOID03. EZ2719 EZ2719.The dynamic height is computed by dividing the NAVD 88 EZ2719.geopotential number by the normal gravity value computed on the EZ2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2719.degrees latitude (g = 980.6199 gals.). EZ2719 EZ2719.The modeled gravity was interpolated from observed gravity values. EZ2719 EZ2719; North East Units Scale Factor Converg. EZ2719;SPC NC - 141,769.248 596,748.209 MT 0.99988018 -0 04 52.7 EZ2719;SPC NC - 465,121.27 1,957,831.42 sFT 0.99988018 -0 04 52.7 EZ2719;UTM 17 - 3,877,719.384 669,602.113 MT 0.99995452 +1 04 02.5 EZ2719 EZ2719! - Elev Factor x Scale Factor = Combined Factor EZ2719!SPC NC - 0.99999276 x 0.99988018 = 0.99987294 EZ2719!UTM 17 - 0.99999276 x 0.99995452 = 0.99994728 EZ2719 EZ2719 SUPERSEDED SURVEY CONTROL EZ2719 EZ2719 NAVD 88 (06/16/98) 78.94 (m) 259.0 (f) LEVELING 3 EZ2719 EZ2719.Superseded values are not recommended for survey control. EZ2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2719.See file dsdata.txt to determine how the superseded data were derived. EZ2719 EZ2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6960277719(NAD 83) EZ2719_MARKER: DE = TRAVERSE STATION DISK EZ2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2719_SP_SET: CONCRETE POST EZ2719_STAMPING: SMITH 1981 EZ2719_MARK LOGO: NCGS EZ2719_PROJECTION: FLUSH EZ2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2719+STABILITY: SURFACE MOTION EZ2719 EZ2719 HISTORY - Date Condition Report By EZ2719 HISTORY - 1981 MONUMENTED NCGS EZ2719 HISTORY - 1985 GOOD USPSQD EZ2719 HISTORY - 20040424 MARK NOT FOUND USPSQD EZ2719 EZ2719 STATION DESCRIPTION EZ2719 EZ2719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2719'5.0 MI NW FROM ROCKFISH. EZ2719'ALONG US 401, 2.6 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2719'BYPASS NORTHEAST OF RAEFORD, ON PROLONGATION OF THE CENTERLINE OF EZ2719'DIRT DRIVE TO L.J. SMITH HOUSE AND BY THE DRIVE TO TWO HOUSES AND EZ2719'TWO MOBILE HOMES AND MIDWAY BETWEEN SR 1304 AND SR 1411, 33.9 FEET EZ2719'NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 23.4 FEET NORTHEAST OF EZ2719'NORTHEAST END OF NORTH DRIVE CULVERT, 61.6 FEET SOUTHWEST OF TELEPHONE EZ2719'POLE 113 WITH REFERENCE TAG, 62.0 FEET SOUTH OF 6 INCH PINE WITH EZ2719'REFERENCE TAG, 79.1 FEET SOUTHEAST OF 5 INCH PINE WITH REFERENCE EZ2719'TAG AND 21.6 FEET EAST-SOUTHEAST OF PROPERTY IRON. EZ2719'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2719 EZ2719 STATION RECOVERY (1985) EZ2719 EZ2719'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2719'RECOVERED IN GOOD CONDITION. EZ2719 EZ2719 STATION RECOVERY (2004) EZ2719 EZ2719'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCT) EZ2719'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3997 *********************************************************************** EB3997 DESIGNATION - SWAMPY EB3997 PID - EB3997 EB3997 STATE/COUNTY- NC/HOKE EB3997 USGS QUAD - WAGRAM (1982) EB3997 EB3997 *CURRENT SURVEY CONTROL EB3997 ___________________________________________________________________ EB3997* NAD 83(1986)- 34 54 08.50487(N) 079 20 38.21085(W) ADJUSTED EB3997* NAVD 88 - 68.6 (meters) 225. (feet) VERTCON EB3997 ___________________________________________________________________ EB3997 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB3997 GEOID HEIGHT- -32.51 (meters) GEOID03 EB3997 EB3997 HORZ ORDER - SECOND EB3997 EB3997.The North Carolina HARNS have been completed but, EB3997.due to contractual restrictions, coordinates for these stations EB3997.will NOT be published in the near future. In the interim, the EB3997.published coordinates in North Carolina will not be EB3997.consistent with the Continuously Operating Reference Stations EB3997.(CORS). The HARN coordinates for these stations are available EB3997.upon request. Contact Gary Thompson(919-733-3836). EB3997. EB3997.In addition, the published North Carolina positions EB3997.(NAD 83 (1986)) are NOT consistent with those determined in EB3997.adjacent state readjustments. The discontinuity between stations EB3997.located in North Carolina and those in adjacent states EB3997.which have been adjusted to the HARN may be as much as 5 EB3997.decimeters. This will result in a significant loss of accuracy EB3997.over lines crossing such state borders. EB3997 EB3997 EB3997.The horizontal coordinates were established by classical geodetic methods EB3997.and adjusted by the National Geodetic Survey in April 1991. EB3997 EB3997.The NAVD 88 height was computed by applying the VERTCON shift value to EB3997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3997 EB3997.The Laplace correction was computed from DEFLEC99 derived deflections. EB3997 EB3997.The geoid height was determined by GEOID03. EB3997 EB3997; North East Units Scale Factor Converg. EB3997;SPC NC - 127,886.443 578,169.122 MT 0.99989107 -0 11 54.7 EB3997;SPC NC - 419,574.11 1,896,876.53 sFT 0.99989107 -0 11 54.7 EB3997;UTM 17 - 3,863,466.863 651,304.154 MT 0.99988216 +0 56 51.9 EB3997 EB3997! - Elev Factor x Scale Factor = Combined Factor EB3997!SPC NC - 0.99999434 x 0.99989107 = 0.99988541 EB3997!UTM 17 - 0.99999434 x 0.99988216 = 0.99987650 EB3997 EB3997 SUPERSEDED SURVEY CONTROL EB3997 EB3997 NGVD 29 (04/22/91) 68.8 (m) 226. (f) VERT ANG EB3997 EB3997.Superseded values are not recommended for survey control. EB3997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3997.See file dsdata.txt to determine how the superseded data were derived. EB3997 EB3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5130463467(NAD 83) EB3997_MARKER: DE = TRAVERSE STATION DISK EB3997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3997_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3997_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3997+STABILITY: SURFACE MOTION EB3997 EB3997 HISTORY - Date Condition Report By EB3997 HISTORY - 1978 MONUMENTED NCGS EB3997 HISTORY - 1985 GOOD USPSQD EB3997 EB3997 STATION DESCRIPTION EB3997 EB3997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3997'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF WAGRAM AND EB3997'8.5 MILES SOUTHWEST OF RAEFORD. EB3997' EB3997'TO REACH STATION FROM THE RAILROAD CROSSING OF US 401 IN WAGRAM, EB3997'PROCEED NORTHEASTERLY ALONG US 401 FOR 1.7 MILE TO STATION IN RIGHT EB3997'ROAD SHOULDER AND 0.25 MILE SOUTHWEST OF SR 1120 A T ROAD EAST. EB3997' EB3997'STATION MARK IS A STANDARD DISK STAMPED---SWAMPY 1978---SET IN TOP OF EB3997'A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3997'SURFACE. THE MARK IS 24.9 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY AND EB3997'127.8 FEET SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL SUPPORT POST, 40.6 EB3997'FEET WEST OF A 10 INCH MAPLE AND 3.8 FEET NORTHEAST OF A METAL WITNESS EB3997'POST ALL WITH REFERENCE TAGS. EB3997 EB3997 STATION RECOVERY (1985) EB3997 EB3997'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB3997'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4001 *********************************************************************** EB4001 DESIGNATION - TIMES EB4001 PID - EB4001 EB4001 STATE/COUNTY- NC/HOKE EB4001 USGS QUAD - RED SPRINGS (1974) EB4001 EB4001 *CURRENT SURVEY CONTROL EB4001 ___________________________________________________________________ EB4001* NAD 83(1986)- 34 51 36.11435(N) 079 11 55.87751(W) ADJUSTED EB4001* NAVD 88 - 66.8 (meters) 219. (feet) VERTCON EB4001 ___________________________________________________________________ EB4001 LAPLACE CORR- -3.57 (seconds) DEFLEC99 EB4001 GEOID HEIGHT- -32.91 (meters) GEOID03 EB4001 EB4001 HORZ ORDER - SECOND EB4001 EB4001.The North Carolina HARNS have been completed but, EB4001.due to contractual restrictions, coordinates for these stations EB4001.will NOT be published in the near future. In the interim, the EB4001.published coordinates in North Carolina will not be EB4001.consistent with the Continuously Operating Reference Stations EB4001.(CORS). The HARN coordinates for these stations are available EB4001.upon request. Contact Gary Thompson(919-733-3836). EB4001. EB4001.In addition, the published North Carolina positions EB4001.(NAD 83 (1986)) are NOT consistent with those determined in EB4001.adjacent state readjustments. The discontinuity between stations EB4001.located in North Carolina and those in adjacent states EB4001.which have been adjusted to the HARN may be as much as 5 EB4001.decimeters. This will result in a significant loss of accuracy EB4001.over lines crossing such state borders. EB4001 EB4001 EB4001.The horizontal coordinates were established by classical geodetic methods EB4001.and adjusted by the National Geodetic Survey in April 1991. EB4001 EB4001.The NAVD 88 height was computed by applying the VERTCON shift value to EB4001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4001 EB4001.The Laplace correction was computed from DEFLEC99 derived deflections. EB4001 EB4001.The geoid height was determined by GEOID03. EB4001 EB4001; North East Units Scale Factor Converg. EB4001;SPC NC - 123,154.602 591,419.173 MT 0.99989582 -0 06 53.2 EB4001;SPC NC - 404,049.72 1,940,347.74 sFT 0.99989582 -0 06 53.2 EB4001;UTM 17 - 3,859,000.765 664,646.336 MT 0.99993412 +1 01 47.0 EB4001 EB4001! - Elev Factor x Scale Factor = Combined Factor EB4001!SPC NC - 0.99999468 x 0.99989582 = 0.99989051 EB4001!UTM 17 - 0.99999468 x 0.99993412 = 0.99992880 EB4001 EB4001 SUPERSEDED SURVEY CONTROL EB4001 EB4001 NGVD 29 (04/22/91) 67.0 (m) 220. (f) VERT ANG EB4001 EB4001.Superseded values are not recommended for survey control. EB4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4001.See file dsdata.txt to determine how the superseded data were derived. EB4001 EB4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6464659001(NAD 83) EB4001_MARKER: DE = TRAVERSE STATION DISK EB4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4001_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4001_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4001+STABILITY: SURFACE MOTION EB4001 EB4001 HISTORY - Date Condition Report By EB4001 HISTORY - 1977 MONUMENTED NCGS EB4001 EB4001 STATION DESCRIPTION EB4001 EB4001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS) EB4001'THE STATION IS LOCATED APPROXIMATELY 8.3 MILES SOUTH OF RAEFORD AND EB4001'3.2 MILES NORTH-NORTHWEST OF RED SPRINGS. EB4001' EB4001'TO REACH STATION FROM NC 211 AND SR 1105 CROSSROADS AT ANTIOCH, EB4001'PROCEED SOUTH ALONG NC 211 FOR 1.85 MILES TO STATION ON RIGHT AT THE EB4001'NORTH CORNER OF A PASTURE ABOUT 300 FEET SOUTH OF WESTS GROCERY STORE EB4001'AND 0.45 MILE NORTH OF SR 1131 INTERSECTION FROM THE WEST. EB4001' EB4001'STATION MARK IS A STANDARD DISK STAMPED---TIMES 1977---SET IN THE EB4001'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND. THE MARK EB4001'IS 27.4 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 211, 92.1 FEET EB4001'SOUTHEAST OF SOUTHEAST CORNER OF WHITE FRAME HOUSE WITH REFERENCE TAG, EB4001'2.7 FEET EAST OF CORNER FENCE POST WITH REFERENCE TAG, 109.9 FEET EAST EB4001'OF POWER POLE WITH LIGHT AND REFERENCE TAG IN YARD, 24.0 FEET EB4001'NORTH-NORTHWEST OF FENCE POST WITH REFERENCE TAG AND 60.1 FEET EB4001'NORTHEAST OF AN 18 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB4013 *********************************************************************** EB4013 DESIGNATION - UNION EB4013 PID - EB4013 EB4013 STATE/COUNTY- NC/HOKE EB4013 USGS QUAD - WAGRAM (1982) EB4013 EB4013 *CURRENT SURVEY CONTROL EB4013 ___________________________________________________________________ EB4013* NAD 83(1986)- 34 54 30.70583(N) 079 20 18.06435(W) ADJUSTED EB4013* NAVD 88 - 77.3 (meters) 254. (feet) VERTCON EB4013 ___________________________________________________________________ EB4013 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EB4013 GEOID HEIGHT- -32.51 (meters) GEOID03 EB4013 EB4013 HORZ ORDER - SECOND EB4013 EB4013.The North Carolina HARNS have been completed but, EB4013.due to contractual restrictions, coordinates for these stations EB4013.will NOT be published in the near future. In the interim, the EB4013.published coordinates in North Carolina will not be EB4013.consistent with the Continuously Operating Reference Stations EB4013.(CORS). The HARN coordinates for these stations are available EB4013.upon request. Contact Gary Thompson(919-733-3836). EB4013. EB4013.In addition, the published North Carolina positions EB4013.(NAD 83 (1986)) are NOT consistent with those determined in EB4013.adjacent state readjustments. The discontinuity between stations EB4013.located in North Carolina and those in adjacent states EB4013.which have been adjusted to the HARN may be as much as 5 EB4013.decimeters. This will result in a significant loss of accuracy EB4013.over lines crossing such state borders. EB4013 EB4013 EB4013.The horizontal coordinates were established by classical geodetic methods EB4013.and adjusted by the National Geodetic Survey in April 1991. EB4013 EB4013.The NAVD 88 height was computed by applying the VERTCON shift value to EB4013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB4013 EB4013.The Laplace correction was computed from DEFLEC99 derived deflections. EB4013 EB4013.The geoid height was determined by GEOID03. EB4013 EB4013; North East Units Scale Factor Converg. EB4013;SPC NC - 128,568.759 578,682.873 MT 0.99989043 -0 11 43.0 EB4013;SPC NC - 421,812.67 1,898,562.06 sFT 0.99989043 -0 11 43.0 EB4013;UTM 17 - 3,864,159.315 651,804.148 MT 0.99988402 +0 57 03.9 EB4013 EB4013! - Elev Factor x Scale Factor = Combined Factor EB4013!SPC NC - 0.99999296 x 0.99989043 = 0.99988339 EB4013!UTM 17 - 0.99999296 x 0.99988402 = 0.99987698 EB4013 EB4013 SUPERSEDED SURVEY CONTROL EB4013 EB4013 NGVD 29 (04/22/91) 77.6 (m) 255. (f) VERT ANG EB4013 EB4013.Superseded values are not recommended for survey control. EB4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4013.See file dsdata.txt to determine how the superseded data were derived. EB4013 EB4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5180464159(NAD 83) EB4013_MARKER: DE = TRAVERSE STATION DISK EB4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4013_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB4013_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4013+STABILITY: SURFACE MOTION EB4013 EB4013 HISTORY - Date Condition Report By EB4013 HISTORY - 1978 MONUMENTED NCGS EB4013 HISTORY - 1985 GOOD USPSQD EB4013 EB4013 STATION DESCRIPTION EB4013 EB4013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB4013'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF WAGRAM AND EB4013'8.0 MILES SOUTHWEST OF RAEFORD. EB4013' EB4013'TO REACH STATION FROM THE RAILROAD CROSSING OF US 401 IN WAGRAM, EB4013'PROCEED NORTHEASTERLY ALONG US 401 FOR 2.24 MILES TO STATION IN LEFT EB4013'ROAD SHOULDER NEAR WOOD CORNER AND 0.05 MILE SOUTHWEST OF Y EB4013'INTERSECTION WITH SR 1101 SOUTH BOUND. EB4013' EB4013'STATION MARK IS A STANDARD DISK STAMPED---UNION 1978---SET IN TOP OF EB4013'A 9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EB4013'SURFACE. THE MARK IS 27.2 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, EB4013'10.6 FEET NORTH OF SPEED LIMIT SIGN POST, 37.2 FEET SOUTHEAST OF A 6 EB4013'INCH PINE, 63.0 FEET SOUTH OF A 6 INCH PINE AT WOODS CORNER AND 77.3 EB4013'FEET EAST-NORTHEAST OF A 10 INCH PINE AT WOODS CORNER ALL WITH EB4013'REFERENCE TAGS. EB4013 EB4013 STATION RECOVERY (1985) EB4013 EB4013'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB4013'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2725 *********************************************************************** EZ2725 DESIGNATION - VER EZ2725 PID - EZ2725 EZ2725 STATE/COUNTY- NC/HOKE EZ2725 USGS QUAD - NICHOLSON CREEK (1982) EZ2725 EZ2725 *CURRENT SURVEY CONTROL EZ2725 ___________________________________________________________________ EZ2725* NAD 83(1986)- 35 00 33.06601(N) 079 09 49.77360(W) ADJUSTED EZ2725* NAVD 88 - 65.604 (meters) 215.24 (feet) ADJUSTED EZ2725 ___________________________________________________________________ EZ2725 LAPLACE CORR- -4.41 (seconds) DEFLEC99 EZ2725 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ2725 DYNAMIC HT - 65.543 (meters) 215.04 (feet) COMP EZ2725 MODELED GRAV- 979,708.0 (mgal) NAVD 88 EZ2725 EZ2725 HORZ ORDER - SECOND EZ2725 VERT ORDER - SECOND CLASS II EZ2725 EZ2725.The North Carolina HARNS have been completed but, EZ2725.due to contractual restrictions, coordinates for these stations EZ2725.will NOT be published in the near future. In the interim, the EZ2725.published coordinates in North Carolina will not be EZ2725.consistent with the Continuously Operating Reference Stations EZ2725.(CORS). The HARN coordinates for these stations are available EZ2725.upon request. Contact Gary Thompson(919-733-3836). EZ2725. EZ2725.In addition, the published North Carolina positions EZ2725.(NAD 83 (1986)) are NOT consistent with those determined in EZ2725.adjacent state readjustments. The discontinuity between stations EZ2725.located in North Carolina and those in adjacent states EZ2725.which have been adjusted to the HARN may be as much as 5 EZ2725.decimeters. This will result in a significant loss of accuracy EZ2725.over lines crossing such state borders. EZ2725 EZ2725 EZ2725.The horizontal coordinates were established by classical geodetic methods EZ2725.and adjusted by the National Geodetic Survey in June 1998. EZ2725 EZ2725.The orthometric height was determined by differential leveling EZ2725.and adjusted by the National Geodetic Survey in June 1991. EZ2725 EZ2725.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2725 EZ2725.The geoid height was determined by GEOID03. EZ2725 EZ2725.The dynamic height is computed by dividing the NAVD 88 EZ2725.geopotential number by the normal gravity value computed on the EZ2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2725.degrees latitude (g = 980.6199 gals.). EZ2725 EZ2725.The modeled gravity was interpolated from observed gravity values. EZ2725 EZ2725; North East Units Scale Factor Converg. EZ2725;SPC NC - 139,693.844 594,649.294 MT 0.99988150 -0 05 40.4 EZ2725;SPC NC - 458,312.22 1,950,945.23 sFT 0.99988150 -0 05 40.4 EZ2725;UTM 17 - 3,875,602.182 667,545.074 MT 0.99994598 +1 03 13.2 EZ2725 EZ2725! - Elev Factor x Scale Factor = Combined Factor EZ2725!SPC NC - 0.99999485 x 0.99988150 = 0.99987635 EZ2725!UTM 17 - 0.99999485 x 0.99994598 = 0.99994083 EZ2725 EZ2725 SUPERSEDED SURVEY CONTROL EZ2725 EZ2725 NAVD 88 (06/16/98) 65.60 (m) 215.2 (f) LEVELING 3 EZ2725 EZ2725.Superseded values are not recommended for survey control. EZ2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2725.See file dsdata.txt to determine how the superseded data were derived. EZ2725 EZ2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6754575602(NAD 83) EZ2725_MARKER: DE = TRAVERSE STATION DISK EZ2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2725_SP_SET: CONCRETE POST EZ2725_STAMPING: VER 1981 EZ2725_MARK LOGO: NCGS EZ2725_PROJECTION: FLUSH EZ2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2725+STABILITY: SURFACE MOTION EZ2725 EZ2725 HISTORY - Date Condition Report By EZ2725 HISTORY - 1981 MONUMENTED NCGS EZ2725 HISTORY - 1985 GOOD USPSQD EZ2725 EZ2725 STATION DESCRIPTION EZ2725 EZ2725'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2725'3.8 MI NE FROM RAEFORD. EZ2725'ALONG US 401, 0.8 MILE NORTHEAST OF THE INTERSECTION WITH US 401 EZ2725'BYPASS NORTHEAST OF RAEFORD AND 0.05 MILE EAST OF BEAVER CREEK AT EZ2725'INTERSECTION WITH WOODS ROAD, 47.9 FEET SOUTH-SOUTHEAST OF CENTERLINE EZ2725'OF HIGHWAY, 8.4 FEET EAST-NORTHEAST OF CENTER OF WOODS ROAD, 26.0 EZ2725'FEET WEST OF 3 INCH PINE WITH REFERENCE TAG, 19.4 FEET NORTH-NORTHWEST EZ2725'OF 3 INCH PINE WITH REFERENCE TAG AND 60.8 FEET EAST-NORTHEAST OF EZ2725'8 INCH PINE WITH REFERENCE TAG. EZ2725'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2725 EZ2725 STATION RECOVERY (1985) EZ2725 EZ2725'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2725'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3462 *********************************************************************** EZ3462 DESIGNATION - WALDRON AZ MK EZ3462 PID - EZ3462 EZ3462 STATE/COUNTY- NC/HOKE EZ3462 USGS QUAD - NIAGARA (1983) EZ3462 EZ3462 *CURRENT SURVEY CONTROL EZ3462 ___________________________________________________________________ EZ3462* NAD 83(1986)- 35 09 06.21304(N) 079 20 30.27594(W) ADJUSTED EZ3462* NAVD 88 - 123. (meters) 404. (feet) SCALED EZ3462 ___________________________________________________________________ EZ3462 LAPLACE CORR- -4.41 (seconds) DEFLEC99 EZ3462 GEOID HEIGHT- -31.92 (meters) GEOID03 EZ3462 EZ3462 HORZ ORDER - SECOND EZ3462 EZ3462.The North Carolina HARNS have been completed but, EZ3462.due to contractual restrictions, coordinates for these stations EZ3462.will NOT be published in the near future. In the interim, the EZ3462.published coordinates in North Carolina will not be EZ3462.consistent with the Continuously Operating Reference Stations EZ3462.(CORS). The HARN coordinates for these stations are available EZ3462.upon request. Contact Gary Thompson(919-733-3836). EZ3462. EZ3462.In addition, the published North Carolina positions EZ3462.(NAD 83 (1986)) are NOT consistent with those determined in EZ3462.adjacent state readjustments. The discontinuity between stations EZ3462.located in North Carolina and those in adjacent states EZ3462.which have been adjusted to the HARN may be as much as 5 EZ3462.decimeters. This will result in a significant loss of accuracy EZ3462.over lines crossing such state borders. EZ3462 EZ3462 EZ3462.The horizontal coordinates were established by classical geodetic methods EZ3462.and adjusted by the National Geodetic Survey in July 1986. EZ3462 EZ3462.The orthometric height was scaled from a topographic map. EZ3462 EZ3462.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3462 EZ3462.The geoid height was determined by GEOID03. EZ3462 EZ3462; North East Units Scale Factor Converg. EZ3462;SPC NC - 155,546.932 578,465.776 MT 0.99987411 -0 11 50.1 EZ3462;SPC NC - 510,323.56 1,897,849.80 sFT 0.99987411 -0 11 50.1 EZ3462;UTM 17 - 3,891,127.756 651,045.987 MT 0.99988118 +0 57 17.7 EZ3462 EZ3462! - Elev Factor x Scale Factor = Combined Factor EZ3462!SPC NC - 0.99998574 x 0.99987411 = 0.99985985 EZ3462!UTM 17 - 0.99998574 x 0.99988118 = 0.99986692 EZ3462 EZ3462 SUPERSEDED SURVEY CONTROL EZ3462 EZ3462 NAD 27 - 35 09 05.61410(N) 079 20 31.16630(W) AD( ) 2 EZ3462 EZ3462.Superseded values are not recommended for survey control. EZ3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3462.See file dsdata.txt to determine how the superseded data were derived. EZ3462 EZ3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5104691128(NAD 83) EZ3462_MARKER: DZ = AZIMUTH MARK DISK EZ3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3462_STAMPING: WALDRON-1947 EZ3462_MARK LOGO: CGS EZ3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3462+STABILITY: SURFACE MOTION EZ3462 EZ3462 HISTORY - Date Condition Report By EZ3462 HISTORY - 1947 MONUMENTED CGS EZ3462 EZ3462 STATION DESCRIPTION EZ3462 EZ3462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3462'SEE STATION WALDRON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1729 *********************************************************************** EB1729 DESIGNATION - WELCOME EB1729 PID - EB1729 EB1729 STATE/COUNTY- NC/HOKE EB1729 USGS QUAD - RAEFORD (1982) EB1729 EB1729 *CURRENT SURVEY CONTROL EB1729 ___________________________________________________________________ EB1729* NAD 83(1986)- 34 59 55.22996(N) 079 13 14.65097(W) ADJUSTED EB1729* NAVD 88 - 60.391 (meters) 198.13 (feet) ADJUSTED EB1729 ___________________________________________________________________ EB1729 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB1729 GEOID HEIGHT- -32.65 (meters) GEOID03 EB1729 DYNAMIC HT - 60.336 (meters) 197.95 (feet) COMP EB1729 MODELED GRAV- 979,709.8 (mgal) NAVD 88 EB1729 EB1729 HORZ ORDER - SECOND EB1729 VERT ORDER - SECOND CLASS II EB1729 EB1729.The North Carolina HARNS have been completed but, EB1729.due to contractual restrictions, coordinates for these stations EB1729.will NOT be published in the near future. In the interim, the EB1729.published coordinates in North Carolina will not be EB1729.consistent with the Continuously Operating Reference Stations EB1729.(CORS). The HARN coordinates for these stations are available EB1729.upon request. Contact Gary Thompson(919-733-3836). EB1729. EB1729.In addition, the published North Carolina positions EB1729.(NAD 83 (1986)) are NOT consistent with those determined in EB1729.adjacent state readjustments. The discontinuity between stations EB1729.located in North Carolina and those in adjacent states EB1729.which have been adjusted to the HARN may be as much as 5 EB1729.decimeters. This will result in a significant loss of accuracy EB1729.over lines crossing such state borders. EB1729 EB1729 EB1729.The horizontal coordinates were established by classical geodetic methods EB1729.and adjusted by the National Geodetic Survey in June 1998. EB1729 EB1729.The orthometric height was determined by differential leveling EB1729.and adjusted by the National Geodetic Survey in June 1991. EB1729 EB1729.The Laplace correction was computed from DEFLEC99 derived deflections. EB1729 EB1729.The geoid height was determined by GEOID03. EB1729 EB1729.The dynamic height is computed by dividing the NAVD 88 EB1729.geopotential number by the normal gravity value computed on the EB1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1729.degrees latitude (g = 980.6199 gals.). EB1729 EB1729.The modeled gravity was interpolated from observed gravity values. EB1729 EB1729; North East Units Scale Factor Converg. EB1729;SPC NC - 138,538.058 589,452.664 MT 0.99988229 -0 07 38.6 EB1729;SPC NC - 454,520.28 1,933,895.95 sFT 0.99988229 -0 07 38.6 EB1729;UTM 17 - 3,874,342.429 662,372.370 MT 0.99992494 +1 01 14.6 EB1729 EB1729! - Elev Factor x Scale Factor = Combined Factor EB1729!SPC NC - 0.99999564 x 0.99988229 = 0.99987794 EB1729!UTM 17 - 0.99999564 x 0.99992494 = 0.99992059 EB1729 EB1729 SUPERSEDED SURVEY CONTROL EB1729 EB1729 NAVD 88 (06/16/98) 60.39 (m) 198.1 (f) LEVELING 3 EB1729 EB1729.Superseded values are not recommended for survey control. EB1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1729.See file dsdata.txt to determine how the superseded data were derived. EB1729 EB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6237274342(NAD 83) EB1729_MARKER: DE = TRAVERSE STATION DISK EB1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1729_SP_SET: CONCRETE POST EB1729_STAMPING: WELCOME 1981 EB1729_MARK LOGO: NCGS EB1729_PROJECTION: RECESSED 15 CENTIMETERS EB1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1729+STABILITY: SURFACE MOTION EB1729 EB1729 HISTORY - Date Condition Report By EB1729 HISTORY - 1981 MONUMENTED NCGS EB1729 HISTORY - 1985 GOOD USPSQD EB1729 EB1729 STATION DESCRIPTION EB1729 EB1729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EB1729'1.2 MI NORTH FROM RAEFORD. EB1729'ALONG US 401 BYPASS, 2.5 MILES WEST OF THE INTERSECTION WITH US 401 EB1729'BUSINESS NORTHEAST OF RAEFORD, APPROXIMATELY 150 FEET WEST OF EB1729'INTERSECTION WITH SR 1405, NORTH OF AND ACROSS HIGHWAY FROM A EB1729'WELCOME TO RAEFORD SIGN, 24.5 FEET NORTH OF APPROXIMATE CENTER OF EB1729'HIGHWAY, 36.9 FEET WEST OF NORTH END OF HIGHWAY CULVERT, 74.2 FEET EB1729'NORTH-NORTHWEST OF CENTER OF STORM DRAIN COVER, 155.9 FEET EB1729'WEST-NORTHWEST OF NORTH END OF CONCRETE ISLAND IN ROAD, 10.1 FEET EB1729'EAST-NORTHEAST OF HIGHWAY SIGN POST WITH REFERENCE TAG. EB1729'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1729 EB1729 STATION RECOVERY (1985) EB1729 EB1729'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1729'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2714 *********************************************************************** EZ2714 DESIGNATION - WHALE EZ2714 PID - EZ2714 EZ2714 STATE/COUNTY- NC/HOKE EZ2714 USGS QUAD - CLIFDALE (1982) EZ2714 EZ2714 *CURRENT SURVEY CONTROL EZ2714 ___________________________________________________________________ EZ2714* NAD 83(1986)- 35 01 54.05371(N) 079 05 58.80157(W) ADJUSTED EZ2714* NAVD 88 - 77.086 (meters) 252.91 (feet) ADJUSTED EZ2714 ___________________________________________________________________ EZ2714 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EZ2714 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ2714 DYNAMIC HT - 77.015 (meters) 252.67 (feet) COMP EZ2714 MODELED GRAV- 979,709.9 (mgal) NAVD 88 EZ2714 EZ2714 HORZ ORDER - THIRD EZ2714 VERT ORDER - SECOND CLASS II EZ2714 EZ2714.The North Carolina HARNS have been completed but, EZ2714.due to contractual restrictions, coordinates for these stations EZ2714.will NOT be published in the near future. In the interim, the EZ2714.published coordinates in North Carolina will not be EZ2714.consistent with the Continuously Operating Reference Stations EZ2714.(CORS). The HARN coordinates for these stations are available EZ2714.upon request. Contact Gary Thompson(919-733-3836). EZ2714. EZ2714.In addition, the published North Carolina positions EZ2714.(NAD 83 (1986)) are NOT consistent with those determined in EZ2714.adjacent state readjustments. The discontinuity between stations EZ2714.located in North Carolina and those in adjacent states EZ2714.which have been adjusted to the HARN may be as much as 5 EZ2714.decimeters. This will result in a significant loss of accuracy EZ2714.over lines crossing such state borders. EZ2714 EZ2714 EZ2714.The horizontal coordinates were established by GPS observations EZ2714.and adjusted by the National Geodetic Survey in January 1989. EZ2714 EZ2714.The orthometric height was determined by differential leveling EZ2714.and adjusted by the National Geodetic Survey in June 1991. EZ2714 EZ2714.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2714 EZ2714.The geoid height was determined by GEOID03. EZ2714 EZ2714.The dynamic height is computed by dividing the NAVD 88 EZ2714.geopotential number by the normal gravity value computed on the EZ2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2714.degrees latitude (g = 980.6199 gals.). EZ2714 EZ2714.The modeled gravity was interpolated from observed gravity values. EZ2714 EZ2714; North East Units Scale Factor Converg. EZ2714;SPC NC - 142,181.566 600,507.394 MT 0.99987993 -0 03 27.1 EZ2714;SPC NC - 466,474.02 1,970,164.68 sFT 0.99987993 -0 03 27.1 EZ2714;UTM 17 - 3,878,207.017 673,352.586 MT 0.99997037 +1 05 28.0 EZ2714 EZ2714! - Elev Factor x Scale Factor = Combined Factor EZ2714!SPC NC - 0.99999307 x 0.99987993 = 0.99987300 EZ2714!UTM 17 - 0.99999307 x 0.99997037 = 0.99996344 EZ2714 EZ2714 SUPERSEDED SURVEY CONTROL EZ2714 EZ2714 NAD 27 - 35 01 53.46575(N) 079 05 59.69087(W) AD( ) 3 EZ2714 NAVD 88 (06/16/98) 77.09 (m) 252.9 (f) LEVELING 3 EZ2714 NGVD 29 (01/20/89) 77.34 (m) 253.7 (f) LEVELING 3 EZ2714 EZ2714.Superseded values are not recommended for survey control. EZ2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2714.See file dsdata.txt to determine how the superseded data were derived. EZ2714 EZ2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7335378207(NAD 83) EZ2714_MARKER: DE = TRAVERSE STATION DISK EZ2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2714_SP_SET: CONCRETE POST EZ2714_STAMPING: WHALE 1981 EZ2714_MARK LOGO: NCGS EZ2714_PROJECTION: RECESSED 10 CENTIMETERS EZ2714_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2714+STABILITY: SURFACE MOTION EZ2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2714+SATELLITE: SATELLITE OBSERVATIONS - 1986 EZ2714 EZ2714 HISTORY - Date Condition Report By EZ2714 HISTORY - 1981 MONUMENTED NCGS EZ2714 HISTORY - 1985 GOOD USPSQD EZ2714 HISTORY - 1986 GOOD NGS EZ2714 HISTORY - 20040424 MARK NOT FOUND USPSQD EZ2714 EZ2714 STATION DESCRIPTION EZ2714 EZ2714'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 EZ2714'3.2 MI NW FROM ROCKFISH. EZ2714'ALONG US 401, 5.0 MILES NORTHEAST OF THE INTERSECTION WITH US 401 EZ2714'BYPASS NORTHEAST OF RAEFORD, IN HIGHWAY SHOULDER 0.1 MILE EAST OF EZ2714'INTERSECTION WITH SR 1409 AND 0.95 MILE WEST OF THE CUMBERLAND-HOKE EZ2714'COUNTY LINE, 20.0 FEET SOUTH OF HIGHWAY, 5.1 FEET NORTH OF EZ2714'WITNESS SIGN POST, 99.5 FEET WEST OF METAL SIGN POST, 59.8 FEET EZ2714'SOUTHEAST OF HIGHWAY SIGN POST WITH REFERENCE TAG, 130.1 FEET EZ2714'WEST-SOUTHWEST OF TELEPHONE PEDESTAL AND 128.4 FEET EAST OF METAL EZ2714'SIGN POST. EZ2714'THE MARK IS 1 FT BELOW HIGHWAY. EZ2714 EZ2714 STATION RECOVERY (1985) EZ2714 EZ2714'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2714'RECOVERED IN GOOD CONDITION. EZ2714 EZ2714 STATION RECOVERY (1986) EZ2714 EZ2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ2714'THE STATION WAS RECOVERED AT THIS DATE, EZ2714'IN GOOD CONDITION. EZ2714' EZ2714'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EZ2714'NORTHEAST OF RAEFORD AND ALONG U.S. HIGHWAY 401. EZ2714'OWNERSHIP--HIGHWAY RIGHT-OF-WAY. EZ2714' EZ2714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401 AND 401 EZ2714'BUSINESS ON THE EAST SIDE OF RAEFORD, GO EAST FOR EZ2714'7.9 KM (4.9 MI) ON HIGHWAY 401 TO A SIDE ROAD RIGHT, STATE ROAD EZ2714'1409. EZ2714'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.1 MI) ON HIGHWAY EZ2714'401 TO THE STATION ON THE RIGHT. EZ2714' EZ2714'THE STATION IS A STANDARD NCGS DISK EZ2714'STAMPED---WHALE 1981---, EZ2714'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ2714'25 CM IN DIAMETER RECESSED 18 CM BELOW GROUND. LOCATED EZ2714'47.40 METERS (155.5 FT) WEST-SOUTHWEST FROM A UTILITY POLE, EZ2714'18.44 METERS (60.5 FT) SOUTHEAST FROM A HIGHWAY SIGN WITH A EZ2714'TRIANGULAR ALUMINUM REFERENCE TAG, EZ2714'6.10 METERS (20.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE EZ2714'HIGHWAY AND EZ2714'1.62 METERS (5.3 FT) NORTH FROM A METAL WITNESS POST. EZ2714' EZ2714'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ2714'MARCH 1986. EZ2714' EZ2714'THIS STATION SUITABLE FOR GPS SURVEYS. EZ2714' EZ2714'DESCRIBED BY R.T. WOODRUFF. EZ2714 EZ2714 STATION RECOVERY (2004) EZ2714 EZ2714'RECOVERY NOTE BY US POWER SQUADRON 2004 (SET) EZ2714'NO REFERENCE MARKS REMAIN 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3444 *********************************************************************** EZ3444 DESIGNATION - WILLIE RAY EZ3444 PID - EZ3444 EZ3444 STATE/COUNTY- NC/HOKE EZ3444 USGS QUAD - LOBELIA (1981) EZ3444 EZ3444 *CURRENT SURVEY CONTROL EZ3444 ___________________________________________________________________ EZ3444* NAD 83(1986)- 35 09 10.89282(N) 079 08 32.88830(W) ADJUSTED EZ3444* NAVD 88 - 99. (meters) 325. (feet) SCALED EZ3444 ___________________________________________________________________ EZ3444 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EZ3444 GEOID HEIGHT- -32.51 (meters) GEOID03 EZ3444 EZ3444 HORZ ORDER - THIRD EZ3444 EZ3444.The North Carolina HARNS have been completed but, EZ3444.due to contractual restrictions, coordinates for these stations EZ3444.will NOT be published in the near future. In the interim, the EZ3444.published coordinates in North Carolina will not be EZ3444.consistent with the Continuously Operating Reference Stations EZ3444.(CORS). The HARN coordinates for these stations are available EZ3444.upon request. Contact Gary Thompson(919-733-3836). EZ3444. EZ3444.In addition, the published North Carolina positions EZ3444.(NAD 83 (1986)) are NOT consistent with those determined in EZ3444.adjacent state readjustments. The discontinuity between stations EZ3444.located in North Carolina and those in adjacent states EZ3444.which have been adjusted to the HARN may be as much as 5 EZ3444.decimeters. This will result in a significant loss of accuracy EZ3444.over lines crossing such state borders. EZ3444 EZ3444 EZ3444.The horizontal coordinates were established by classical geodetic methods EZ3444.and adjusted by the National Geodetic Survey in July 1986. EZ3444 EZ3444.The orthometric height was scaled from a topographic map. EZ3444 EZ3444.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3444 EZ3444.The geoid height was determined by GEOID03. EZ3444 EZ3444; North East Units Scale Factor Converg. EZ3444;SPC NC - 155,646.855 596,621.387 MT 0.99987407 -0 04 56.0 EZ3444;SPC NC - 510,651.39 1,957,415.33 sFT 0.99987407 -0 04 56.0 EZ3444;UTM 17 - 3,891,592.715 669,196.685 MT 0.99995282 +1 04 11.1 EZ3444 EZ3444! - Elev Factor x Scale Factor = Combined Factor EZ3444!SPC NC - 0.99998960 x 0.99987407 = 0.99986367 EZ3444!UTM 17 - 0.99998960 x 0.99995282 = 0.99994242 EZ3444 EZ3444: Primary Azimuth Mark Grid Az EZ3444:SPC NC - LATHAM 086 22 06.6 EZ3444:UTM 17 - LATHAM 085 12 59.5 EZ3444 EZ3444|---------------------------------------------------------------------| EZ3444| PID Reference Object Distance Geod. Az | EZ3444| dddmmss.s | EZ3444| EZ3417 LATHAM APPROX. 2.9 KM 0861710.6 | EZ3444|---------------------------------------------------------------------| EZ3444 EZ3444 SUPERSEDED SURVEY CONTROL EZ3444 EZ3444 NAD 27 - 35 09 10.31070(N) 079 08 33.77740(W) AD( ) 3 EZ3444 EZ3444.Superseded values are not recommended for survey control. EZ3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3444.See file dsdata.txt to determine how the superseded data were derived. EZ3444 EZ3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6919791593(NAD 83) EZ3444_MARKER: DS = TRIANGULATION STATION DISK EZ3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3444_STAMPING: WILLIE RAY-1947 EZ3444_MARK LOGO: CGS EZ3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3444+STABILITY: SURFACE MOTION EZ3444 EZ3444 HISTORY - Date Condition Report By EZ3444 HISTORY - 1947 MONUMENTED CGS EZ3444 HISTORY - 1948 GOOD AMS EZ3444 EZ3444 STATION DESCRIPTION EZ3444 EZ3444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EZ3444'ON FORT BRAGG RESERVATION, IN RAY AREA, ABOUT 1.0 MILE S OF EZ3444'MANCHESTER ROAD, AT WEST EDGE OF CLEARED AIRBORNE JUMP EZ3444'FIELD. TO REACH FROM FORT BRAGG, GO W ON MANCHESTER ROAD TO EZ3444'JUNCTION WITH RAY ROAD (A T ROAD SOUTH), TURN LEFT ON RAY ROAD EZ3444'AND GO 1.0 MILE TO EDGE OF JUMP FIELD. TURN RIGHT AND FOLLOW EZ3444'EDGE OF FIELD FOR 125 YARDS TO STATION, JUST EAST OF DEBRIS EZ3444'PILE ALONG EDGE OF FIELD. EZ3444' EZ3444'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED, WILLIE EZ3444'RAY-1947, SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE EZ3444'MONUMENT FLUSH WITH THE GROUND. EZ3444 EZ3444 STATION RECOVERY (1948) EZ3444 EZ3444'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3444'STATION RECOVERED IN GOOD CONDITION.