1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9416 *********************************************************************** DG9416 DESIGNATION - 198 WSM DG9416 PID - DG9416 DG9416 STATE/COUNTY- NC/JONES DG9416 USGS QUAD - COMFORT (1980) DG9416 DG9416 *CURRENT SURVEY CONTROL DG9416 ___________________________________________________________________ DG9416* NAD 83(1986)- 35 00 20. (N) 077 37 15. (W) SCALED DG9416* NAVD 88 - 20.121 (meters) 66.01 (feet) ADJUSTED DG9416 ___________________________________________________________________ DG9416 GEOID HEIGHT- -36.47 (meters) GEOID03 DG9416 DYNAMIC HT - 20.103 (meters) 65.95 (feet) COMP DG9416 MODELED GRAV- 979,707.1 (mgal) NAVD 88 DG9416 DG9416 VERT ORDER - SECOND CLASS I DG9416 DG9416.The horizontal coordinates were scaled from a topographic map and have DG9416.an estimated accuracy of +/- 6 seconds. DG9416 DG9416.The orthometric height was determined by differential leveling DG9416.and adjusted by the National Geodetic Survey in September 2005. DG9416 DG9416.The geoid height was determined by GEOID03. DG9416 DG9416.The dynamic height is computed by dividing the NAVD 88 DG9416.geopotential number by the normal gravity value computed on the DG9416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9416.degrees latitude (g = 980.6199 gals.). DG9416 DG9416.The modeled gravity was interpolated from observed gravity values. DG9416 DG9416; North East Units Estimated Accuracy DG9416;SPC NC - 140,150. 735,480. MT (+/- 180 meters Scaled) DG9416 DG9416 SUPERSEDED SURVEY CONTROL DG9416 DG9416.No superseded survey control is available for this station. DG9416 DG9416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD608767(NAD 83) DG9416_MARKER: DB = BENCH MARK DISK DG9416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9416_SP_SET: HEADWALL DG9416_STAMPING: 198 WSM 1954 DG9416_MARK LOGO: USGS DG9416_MAGNETIC: N = NO MAGNETIC MATERIAL DG9416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9416+STABILITY: SURFACE MOTION DG9416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9416+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DG9416 DG9416 HISTORY - Date Condition Report By DG9416 HISTORY - 1954 MONUMENTED USGS DG9416 HISTORY - 19970514 GOOD NCGS DG9416 DG9416 STATION DESCRIPTION DG9416 DG9416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9416'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF RICHLANDS DG9416'(ONSLOW COUNTY) AND 1.0 MI (1.6 KM) EAST-NORTHEAST OF HARGETTS STORE. DG9416'ALONG NC 41 FOR 1.0 MI (1.6 KM) EAST FROM THE INTERSECTION OF US 258 DG9416'AT HARGETTS CROSSROADS, IN A CONCRETE HEADWALL, ALSO 6.7 MI (10.8 KM) DG9416'WESTERLY FROM THE POST OFFICE IN COMFORT. MARK IS ABOUT LEVEL WITH NC DG9416'41 AND IS FLUSH WITH THE CONCRETE HEADWALL. LOCATED 17.7 FT (5.4 M) DG9416'NORTH OF THE CENTERLINE OF NC 41 AND 51.3 FT (15.6 M) SOUTHEAST OF A DG9416'POWER POLE (F40) . 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9418 *********************************************************************** DG9418 DESIGNATION - 199 WSM DG9418 PID - DG9418 DG9418 STATE/COUNTY- NC/JONES DG9418 USGS QUAD - COMFORT (1980) DG9418 DG9418 *CURRENT SURVEY CONTROL DG9418 ___________________________________________________________________ DG9418* NAD 83(1986)- 35 00 33. (N) 077 35 28. (W) SCALED DG9418* NAVD 88 - 18.461 (meters) 60.57 (feet) ADJUSTED DG9418 ___________________________________________________________________ DG9418 GEOID HEIGHT- -36.53 (meters) GEOID03 DG9418 DYNAMIC HT - 18.444 (meters) 60.51 (feet) COMP DG9418 MODELED GRAV- 979,707.1 (mgal) NAVD 88 DG9418 DG9418 VERT ORDER - SECOND CLASS I DG9418 DG9418.The horizontal coordinates were scaled from a topographic map and have DG9418.an estimated accuracy of +/- 6 seconds. DG9418 DG9418.The orthometric height was determined by differential leveling DG9418.and adjusted by the National Geodetic Survey in September 2005. DG9418 DG9418.The geoid height was determined by GEOID03. DG9418 DG9418.The dynamic height is computed by dividing the NAVD 88 DG9418.geopotential number by the normal gravity value computed on the DG9418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9418.degrees latitude (g = 980.6199 gals.). DG9418 DG9418.The modeled gravity was interpolated from observed gravity values. DG9418 DG9418; North East Units Estimated Accuracy DG9418;SPC NC - 140,590. 738,180. MT (+/- 180 meters Scaled) DG9418 DG9418 SUPERSEDED SURVEY CONTROL DG9418 DG9418.No superseded survey control is available for this station. DG9418 DG9418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD635771(NAD 83) DG9418_MARKER: DB = BENCH MARK DISK DG9418_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9418_SP_SET: HEADWALL DG9418_STAMPING: 199 WSM 1954 DG9418_MARK LOGO: USGS DG9418_MAGNETIC: N = NO MAGNETIC MATERIAL DG9418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9418+STABILITY: SURFACE MOTION DG9418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9418+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DG9418 DG9418 HISTORY - Date Condition Report By DG9418 HISTORY - 1954 MONUMENTED USGS DG9418 HISTORY - 19970514 GOOD NCGS DG9418 DG9418 STATION DESCRIPTION DG9418 DG9418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9418'STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF RICHLANDS DG9418'(ONSLOW COUNTY) AND 2.7 MI (4.3 KM) EAST OF HARGETTS STORE. ALONG NC DG9418'41 FOR 2.7 MI (4.3 KM) EAST FROM THE INTERSECTION OF US 258, AT DG9418'HARGETTS CROSSROADS, TO THE STATION, AND 0.1 MI (0.2 KM) WESTERLY FROM DG9418'SR 1142 (WEYERHAEUSER RD.) , ALSO 5.0 MI (8.0 KM) WESTERLY FROM THE DG9418'POST OFFICE IN COMFORT. MARK IS ABOUT LEVEL WITH NC 41 AND IS FLUSH DG9418'WITH THE CONCRETE HEADWALL. LOCATED 19.0 FT (5.8 M) SOUTH-SOUTHWEST DG9418'OF THE CENTERLINE OF NC 41, AND 38.6 FT (11.8 M) NORTHWEST OF A POWER DG9418'POLE (14872015) WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9419 *********************************************************************** DG9419 DESIGNATION - 200 WSM DG9419 PID - DG9419 DG9419 STATE/COUNTY- NC/JONES DG9419 USGS QUAD - COMFORT (1980) DG9419 DG9419 *CURRENT SURVEY CONTROL DG9419 ___________________________________________________________________ DG9419* NAD 83(1986)- 35 00 03. (N) 077 32 53. (W) SCALED DG9419* NAVD 88 - 15.015 (meters) 49.26 (feet) ADJUSTED DG9419 ___________________________________________________________________ DG9419 GEOID HEIGHT- -36.64 (meters) GEOID03 DG9419 DYNAMIC HT - 15.001 (meters) 49.22 (feet) COMP DG9419 MODELED GRAV- 979,705.7 (mgal) NAVD 88 DG9419 DG9419 VERT ORDER - SECOND CLASS I DG9419 DG9419.The horizontal coordinates were scaled from a topographic map and have DG9419.an estimated accuracy of +/- 6 seconds. DG9419 DG9419.The orthometric height was determined by differential leveling DG9419.and adjusted by the National Geodetic Survey in September 2005. DG9419 DG9419.The geoid height was determined by GEOID03. DG9419 DG9419.The dynamic height is computed by dividing the NAVD 88 DG9419.geopotential number by the normal gravity value computed on the DG9419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9419.degrees latitude (g = 980.6199 gals.). DG9419 DG9419.The modeled gravity was interpolated from observed gravity values. DG9419 DG9419; North East Units Estimated Accuracy DG9419;SPC NC - 139,720. 742,130. MT (+/- 180 meters Scaled) DG9419 DG9419 SUPERSEDED SURVEY CONTROL DG9419 DG9419.No superseded survey control is available for this station. DG9419 DG9419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD674761(NAD 83) DG9419_MARKER: DB = BENCH MARK DISK DG9419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9419_SP_SET: HEADWALL DG9419_STAMPING: 200 WSM 1954 DG9419_MARK LOGO: USGS DG9419_MAGNETIC: N = NO MAGNETIC MATERIAL DG9419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9419+STABILITY: SURFACE MOTION DG9419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9419+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DG9419 DG9419 HISTORY - Date Condition Report By DG9419 HISTORY - 1954 MONUMENTED USGS DG9419 HISTORY - 19970514 GOOD NCGS DG9419 DG9419 STATION DESCRIPTION DG9419 DG9419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9419'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF RICHLANDS AND 2.9 DG9419'MI (4.7 KM) WEST OF COMFORT. ALONG NC 41 FOR 5.4 MI (8.7 KM) EAST DG9419'FROM THE INTERSECTION OF US 258 AT HARGETTS CROSSROADS TO THE STATION, DG9419'WEST OF THE INTERSECTION OF SR 1137 (HOUSTON RD) , ALSO 2.3 MI (3.7 DG9419'KM) WESTERLY OF THE POST OFFICE IN COMFORT. 3-FT LOWER THAN NC 41 AND DG9419'IS FLUSH WITH THE CONCRETE HEADWALL. LOCATED 26.8 FT (8.2 M) DG9419'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 41, 212.0 FT (64.6 M) WEST OF DG9419'THE CENTERLINE INTERSECTION OF NC 41 AND SR 1137, AND 80.0 FT (24.4 M) DG9419'SOUTHWEST OF A POWER POLE (359) ACROSS NC 41 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4159 *********************************************************************** EY4159 DESIGNATION - ANDREWS EY4159 PID - EY4159 EY4159 STATE/COUNTY- NC/JONES EY4159 USGS QUAD - TRENTON (1982) EY4159 EY4159 *CURRENT SURVEY CONTROL EY4159 ___________________________________________________________________ EY4159* NAD 83(1986)- 35 05 16.47590(N) 077 19 47.22429(W) ADJUSTED EY4159* NAVD 88 - 15.4 (meters) 51. (feet) VERTCON EY4159 ___________________________________________________________________ EY4159 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EY4159 GEOID HEIGHT- -36.88 (meters) GEOID03 EY4159 EY4159 HORZ ORDER - SECOND EY4159 EY4159.The North Carolina HARNS have been completed but, EY4159.due to contractual restrictions, coordinates for these stations EY4159.will NOT be published in the near future. In the interim, the EY4159.published coordinates in North Carolina will not be EY4159.consistent with the Continuously Operating Reference Stations EY4159.(CORS). The HARN coordinates for these stations are available EY4159.upon request. Contact Gary Thompson(919-733-3836). EY4159. EY4159.In addition, the published North Carolina positions EY4159.(NAD 83 (1986)) are NOT consistent with those determined in EY4159.adjacent state readjustments. The discontinuity between stations EY4159.located in North Carolina and those in adjacent states EY4159.which have been adjusted to the HARN may be as much as 5 EY4159.decimeters. This will result in a significant loss of accuracy EY4159.over lines crossing such state borders. EY4159 EY4159 EY4159.The horizontal coordinates were established by classical geodetic methods EY4159.and adjusted by the National Geodetic Survey in August 1990. EY4159 EY4159.The NAVD 88 height was computed by applying the VERTCON shift value to EY4159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4159 EY4159.The Laplace correction was computed from DEFLEC99 derived deflections. EY4159 EY4159.The geoid height was determined by GEOID03. EY4159 EY4159; North East Units Scale Factor Converg. EY4159;SPC NC - 149,695.409 761,882.915 MT 0.99987666 +0 57 50.4 EY4159;SPC NC - 491,125.69 2,499,610.86 sFT 0.99987666 +0 57 50.4 EY4159;UTM 18 - 3,885,275.024 287,610.916 MT 1.00015597 -1 20 23.1 EY4159 EY4159! - Elev Factor x Scale Factor = Combined Factor EY4159!SPC NC - 1.00000337 x 0.99987666 = 0.99988002 EY4159!UTM 18 - 1.00000337 x 1.00015597 = 1.00015934 EY4159 EY4159 SUPERSEDED SURVEY CONTROL EY4159 EY4159 NGVD 29 (08/13/90) 15.8 (m) 52. (f) VERT ANG EY4159 EY4159.Superseded values are not recommended for survey control. EY4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4159.See file dsdata.txt to determine how the superseded data were derived. EY4159 EY4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8761185275(NAD 83) EY4159_MARKER: DE = TRAVERSE STATION DISK EY4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4159_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4159_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4159+STABILITY: SURFACE MOTION EY4159 EY4159 HISTORY - Date Condition Report By EY4159 HISTORY - 1978 MONUMENTED NCGS EY4159 EY4159 STATION DESCRIPTION EY4159 EY4159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4159'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTHEAST OF TRENTON EY4159'AND 6.9 MILES SOUTH OF COVE CITY. EY4159' EY4159'TO REACH STATION FROM INTERSECTION OF SR 1002 WITH SR 1001 AT JARMANS EY4159'CROSSROADS, PROCEED EAST-SOUTHEAST ALONG SR 1002 FOR 0.95 MILE TO EY4159'STATION IN THE RIGHT SHOULDER IN FRONT OF A SMALL GREEN SHINGLED HOUSE EY4159'AND 0.1 MILE NORTHWEST OF ANDREWS CHAPEL CHURCH. EY4159' EY4159'STATION MARK IS A STANDARD DISK STAMPED---ANDREWS 1978---, SET IN TOP EY4159'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND EY4159'SURFACE. THE MARK IS 14.5 FEET SOUTHWEST OF CENTERLINE OF SR 1002, EY4159'30.4 FEET EAST-SOUTHEAST OF POWER POLE 101 WITH TRANSFORMER WITH EY4159'REFERENCE TAG, 35.3 FEET SOUTHEAST OF SOUTHEAST END OF CULVERT UNDER EY4159'DRIVEWAY TO SHINGLED HOUSE AND 88.5 FEET NORTH-NORTHWEST OF NORTHWEST EY4159'END OF CULVERT UNDER DRIVEWAY TO SMALL BRICK HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2395 *********************************************************************** EY2395 DESIGNATION - BANK EY2395 PID - EY2395 EY2395 STATE/COUNTY- NC/JONES EY2395 USGS QUAD - TRENTON (1982) EY2395 EY2395 *CURRENT SURVEY CONTROL EY2395 ___________________________________________________________________ EY2395* NAD 83(1986)- 35 01 57.97369(N) 077 19 03.50978(W) ADJUSTED EY2395* NAVD 88 - 11.6 (meters) 38. (feet) VERTCON EY2395 ___________________________________________________________________ EY2395 LAPLACE CORR- -2.49 (seconds) DEFLEC99 EY2395 GEOID HEIGHT- -36.98 (meters) GEOID03 EY2395 EY2395 HORZ ORDER - SECOND EY2395 EY2395.The North Carolina HARNS have been completed but, EY2395.due to contractual restrictions, coordinates for these stations EY2395.will NOT be published in the near future. In the interim, the EY2395.published coordinates in North Carolina will not be EY2395.consistent with the Continuously Operating Reference Stations EY2395.(CORS). The HARN coordinates for these stations are available EY2395.upon request. Contact Gary Thompson(919-733-3836). EY2395. EY2395.In addition, the published North Carolina positions EY2395.(NAD 83 (1986)) are NOT consistent with those determined in EY2395.adjacent state readjustments. The discontinuity between stations EY2395.located in North Carolina and those in adjacent states EY2395.which have been adjusted to the HARN may be as much as 5 EY2395.decimeters. This will result in a significant loss of accuracy EY2395.over lines crossing such state borders. EY2395 EY2395 EY2395.The horizontal coordinates were established by classical geodetic methods EY2395.and adjusted by the National Geodetic Survey in July 1986. EY2395 EY2395.The NAVD 88 height was computed by applying the VERTCON shift value to EY2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2395 EY2395.The Laplace correction was computed from DEFLEC99 derived deflections. EY2395 EY2395.The geoid height was determined by GEOID03. EY2395 EY2395; North East Units Scale Factor Converg. EY2395;SPC NC - 143,598.458 763,093.592 MT 0.99987986 +0 58 15.6 EY2395;SPC NC - 471,122.61 2,503,582.89 sFT 0.99987986 +0 58 15.6 EY2395;UTM 18 - 3,879,132.661 288,575.898 MT 1.00015094 -1 19 51.3 EY2395 EY2395! - Elev Factor x Scale Factor = Combined Factor EY2395!SPC NC - 1.00000399 x 0.99987986 = 0.99988385 EY2395!UTM 18 - 1.00000399 x 1.00015094 = 1.00015493 EY2395 EY2395: Primary Azimuth Mark Grid Az EY2395:SPC NC - FAITH 124 20 51.3 EY2395:UTM 18 - FAITH 126 38 58.2 EY2395 EY2395|---------------------------------------------------------------------| EY2395| PID Reference Object Distance Geod. Az | EY2395| dddmmss.s | EY2395| EY2394 FAITH APPROX. 0.9 KM 1251906.9 | EY2395| EY2396 POWERJO 414.297 METERS 2813511.4 | EY2395|---------------------------------------------------------------------| EY2395 EY2395 SUPERSEDED SURVEY CONTROL EY2395 EY2395 NAD 27 - 35 01 57.40467(N) 077 19 04.66295(W) AD( ) 2 EY2395 NGVD 29 (07/19/86) 11.9 (m) 39. (f) VERT ANG EY2395 EY2395.Superseded values are not recommended for survey control. EY2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2395.See file dsdata.txt to determine how the superseded data were derived. EY2395 EY2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8857679133(NAD 83) EY2395_MARKER: DE = TRAVERSE STATION DISK EY2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2395_STAMPING: BANK 1975 EY2395_MARK LOGO: NCGS EY2395_PROJECTION: FLUSH EY2395_MAGNETIC: N = NO MAGNETIC MATERIAL EY2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2395+STABILITY: SURFACE MOTION EY2395 EY2395 HISTORY - Date Condition Report By EY2395 HISTORY - 1975 MONUMENTED NCGS EY2395 HISTORY - 1979 MARK NOT FOUND USGS EY2395 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2395 EY2395 STATION DESCRIPTION EY2395 EY2395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2395'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2395'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2395' EY2395'BANK IS LOCATED APPROXIMATELY 3.0 MILES SE OF TRENTON, AND 5.8 EY2395'MILES WNW OF POLLOCKSVILLE. TO REACH STATION FROM THE JONES COUNTY EY2395'COURTHOUSE IN TRENTON, PROCEED SOUTHEAST ALONG NC 58 FOR 3.65 MILES EY2395'TO STATION ON LEFT ON TOP OF BANK IN HEDGEROW AT EDGE OF A FIELD, EY2395'AND 0.1 MILE SOUTHEAST OF A STREAM, AND 0.1 MILE NORTHWEST OF EY2395'EASTERNMOST INTERSECTION WITH SR 1327 AND SR 1122 CROSSROADS. EY2395' EY2395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2395'BANK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2395'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EY2395' EY2395'MARK IS 33.8 FT NE OF C/L OF NC 58 EY2395' EY2395'46.4 FT SE OF PP WITH ALUMINUM REF. TAG EY2395' EY2395'204.7 FT NW OF PP WITH ALUMINUM REF. TAG EY2395 EY2395 STATION RECOVERY (1979) EY2395 EY2395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2395'MARK NOT FOUND. EY2395 EY2395 STATION RECOVERY (1982) EY2395 EY2395'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2395'THE STATION WAS SEARCHED FOR BUT NOT FOUND, AND HAS PROBABLY BEEN EY2395'DESTROYED BY GRADING. THE HIGHWAY HAS BEEN REALIGNED. AN INSTRUMENT EY2395'SEARCH WAS MADE AFTER NEW MARKS WERE LOCATED WITH NEGATIVE RESULTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2154 *********************************************************************** EA2154 DESIGNATION - BEAR EA2154 PID - EA2154 EA2154 STATE/COUNTY- NC/JONES EA2154 USGS QUAD - STELLA (1994) EA2154 EA2154 *CURRENT SURVEY CONTROL EA2154 ___________________________________________________________________ EA2154* NAD 83(1986)- 34 49 29.35215(N) 077 09 13.11487(W) ADJUSTED EA2154* NAVD 88 - 7.9 (meters) 26. (feet) VERTCON EA2154 ___________________________________________________________________ EA2154 LAPLACE CORR- -1.45 (seconds) DEFLEC99 EA2154 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2154 EA2154 HORZ ORDER - SECOND EA2154 EA2154.The North Carolina HARNS have been completed but, EA2154.due to contractual restrictions, coordinates for these stations EA2154.will NOT be published in the near future. In the interim, the EA2154.published coordinates in North Carolina will not be EA2154.consistent with the Continuously Operating Reference Stations EA2154.(CORS). The HARN coordinates for these stations are available EA2154.upon request. Contact Gary Thompson(919-733-3836). EA2154. EA2154.In addition, the published North Carolina positions EA2154.(NAD 83 (1986)) are NOT consistent with those determined in EA2154.adjacent state readjustments. The discontinuity between stations EA2154.located in North Carolina and those in adjacent states EA2154.which have been adjusted to the HARN may be as much as 5 EA2154.decimeters. This will result in a significant loss of accuracy EA2154.over lines crossing such state borders. EA2154 EA2154 EA2154.The horizontal coordinates were established by classical geodetic methods EA2154.and adjusted by the National Geodetic Survey in July 1986. EA2154 EA2154.The NAVD 88 height was computed by applying the VERTCON shift value to EA2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2154 EA2154.The Laplace correction was computed from DEFLEC99 derived deflections. EA2154 EA2154.The geoid height was determined by GEOID03. EA2154 EA2154; North East Units Scale Factor Converg. EA2154;SPC NC - 120,801.076 778,483.600 MT 0.99990018 +1 03 56.4 EA2154;SPC NC - 396,328.20 2,554,074.94 sFT 0.99990018 +1 03 56.4 EA2154;UTM 18 - 3,855,731.035 303,042.333 MT 1.00007814 -1 13 49.0 EA2154 EA2154! - Elev Factor x Scale Factor = Combined Factor EA2154!SPC NC - 1.00000461 x 0.99990018 = 0.99990479 EA2154!UTM 18 - 1.00000461 x 1.00007814 = 1.00008275 EA2154 EA2154: Primary Azimuth Mark Grid Az EA2154:SPC NC - PINK 316 24 57.8 EA2154:UTM 18 - PINK 318 42 43.2 EA2154 EA2154|---------------------------------------------------------------------| EA2154| PID Reference Object Distance Geod. Az | EA2154| dddmmss.s | EA2154| EA2153 HAYWOOD 470.474 METERS 1263454.1 | EA2154| EA2155 PINK APPROX. 0.9 KM 3172854.2 | EA2154|---------------------------------------------------------------------| EA2154 EA2154 SUPERSEDED SURVEY CONTROL EA2154 EA2154 NAD 27 - 34 49 28.77556(N) 077 09 14.29137(W) AD( ) 2 EA2154 NGVD 29 (07/19/86) 8.2 (m) 27. (f) VERT ANG EA2154 EA2154.Superseded values are not recommended for survey control. EA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2154.See file dsdata.txt to determine how the superseded data were derived. EA2154 EA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0304255731(NAD 83) EA2154_MARKER: DE = TRAVERSE STATION DISK EA2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2154_STAMPING: BEAR 1975 EA2154_MARK LOGO: NCGS EA2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2154+STABILITY: SURFACE MOTION EA2154 EA2154 HISTORY - Date Condition Report By EA2154 HISTORY - 1975 MONUMENTED NCGS EA2154 HISTORY - 19870401 GOOD USPSQD EA2154 HISTORY - 19910824 GOOD USPSQD EA2154 EA2154 STATION DESCRIPTION EA2154 EA2154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2154'BEAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2154'THE VICINITY OF STELLA, NORTH CAROLINA. EA2154' EA2154'BEAR IS LOCATED APPROXIMATELY 3.4 MILES NORTH OF STELLA (CARTERET EA2154'COUNTY), 7.1 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY) AND 9.4 EA2154'MILES NORTH OF SWANSBORO (ONSLOW COUNTY). TO REACH STATION FROM EA2154'THE INTERSECTION OF U.S. 17 WITH NC 58 IN MAYSVILLE, PROCEED EA2154'SOUTHEASTERLY ALONG NC 58 FOR 7.1 MILES TO STATION ON RIGHT IN EA2154'SOUTHWEST SHOULDER OPPOSITE A POWER POLE WITH A DOUBLE WILDLIFE EA2154'SIGN, 0.2 MILE SOUTHEAST OF BRIDGE OVER SMALL STREAM, AND 0.3 EA2154'MILE NORTHWESTERLY OF HAYWOOD LANDING BOAT RAMP ROAD. EA2154' EA2154'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2154'BEAR 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2154'IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EA2154' EA2154'MARK IS 21.3 FT SW OF C/L OF CN 58. EA2154' EA2154'33.9 FT NE OF PP WITH ALUMINUM REF. TAG, AND WITH DOUBLE WILDLIFE EA2154'SIGN. EA2154' EA2154'86.7 FT S OF 6 INCH GUM WITH ALUMINUM REF. TAG. EA2154' EA2154'119.8 FT S OF TELEPHONE PEDESTAL. EA2154' EA2154'126.2 FT W OF 4 INCH DOGWOOD WITH ALUMINUM REF. TAG. EA2154 EA2154 STATION RECOVERY (1987) EA2154 EA2154'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2154'RECOVERED IN GOOD CONDITION. EA2154 EA2154 STATION RECOVERY (1991) EA2154 EA2154'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2154'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4652 *********************************************************************** AH4652 DESIGNATION - BELL AH4652 PID - AH4652 AH4652 STATE/COUNTY- NC/JONES AH4652 USGS QUAD - COMFORT (1980) AH4652 AH4652 *CURRENT SURVEY CONTROL AH4652 ___________________________________________________________________ AH4652* NAD 83(1986)- 35 06 34.95534(N) 077 30 20.40828(W) ADJUSTED AH4652* NAVD 88 - 17.2 (meters) 56. (feet) VERTCON AH4652 ___________________________________________________________________ AH4652 LAPLACE CORR- -3.28 (seconds) DEFLEC99 AH4652 GEOID HEIGHT- -36.54 (meters) GEOID03 AH4652 AH4652 HORZ ORDER - SECOND AH4652 AH4652.The North Carolina HARNS have been completed but, AH4652.due to contractual restrictions, coordinates for these stations AH4652.will NOT be published in the near future. In the interim, the AH4652.published coordinates in North Carolina will not be AH4652.consistent with the Continuously Operating Reference Stations AH4652.(CORS). The HARN coordinates for these stations are available AH4652.upon request. Contact Gary Thompson(919-733-3836). AH4652. AH4652.In addition, the published North Carolina positions AH4652.(NAD 83 (1986)) are NOT consistent with those determined in AH4652.adjacent state readjustments. The discontinuity between stations AH4652.located in North Carolina and those in adjacent states AH4652.which have been adjusted to the HARN may be as much as 5 AH4652.decimeters. This will result in a significant loss of accuracy AH4652.over lines crossing such state borders. AH4652 AH4652 AH4652.The horizontal coordinates were established by classical geodetic methods AH4652.and adjusted by the National Geodetic Survey in October 1998. AH4652 AH4652.The NAVD 88 height was computed by applying the VERTCON shift value to AH4652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4652 AH4652.The Laplace correction was computed from DEFLEC99 derived deflections. AH4652 AH4652.The geoid height was determined by GEOID03. AH4652 AH4652; North East Units Scale Factor Converg. AH4652;SPC NC - 151,857.758 745,811.554 MT 0.99987565 +0 51 44.9 AH4652;SPC NC - 498,219.99 2,446,883.41 sFT 0.99987565 +0 51 44.9 AH4652;UTM 18 - 3,888,082.617 271,634.321 MT 1.00024277 -1 26 30.3 AH4652 AH4652! - Elev Factor x Scale Factor = Combined Factor AH4652!SPC NC - 1.00000303 x 0.99987565 = 0.99987868 AH4652!UTM 18 - 1.00000303 x 1.00024277 = 1.00024580 AH4652 AH4652 SUPERSEDED SURVEY CONTROL AH4652 AH4652 NGVD 29 (10/29/98) 17.6 (m) 58. (f) VERT ANG AH4652 AH4652.Superseded values are not recommended for survey control. AH4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4652.See file dsdata.txt to determine how the superseded data were derived. AH4652 AH4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7163488083(NAD 83) AH4652_MARKER: DE = TRAVERSE STATION DISK AH4652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4652_STAMPING: BELL 1981 AH4652_MARK LOGO: NCGS AH4652_PROJECTION: FLUSH AH4652_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4652+STABILITY: SURFACE MOTION AH4652 AH4652 HISTORY - Date Condition Report By AH4652 HISTORY - 1981 MONUMENTED NCGS AH4652 AH4652 STATION DESCRIPTION AH4652 AH4652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4652'STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) SOUTHWEST OF DOVER AND 15.0 AH4652'KM (9.3 MI) NORTHWEST OF TRENTON. ALONG NC 58 FOR 4.67 KM (2.90 MI) AH4652'SOUTHEAST OF THE JONES-LENOIR COUNTY LINE, AND 1.53 KM (0.95 MI) AH4652'SOUTHEAST OF THE SR 1157 AND SR 1301 CROSSROADS, IN THE HIGHWAY AH4652'SHOULDER AT A CULVERT UNDER THE HIGHWAY. MARK IS RECESSED 4 INCHES AH4652'BELOW GROUND. LOCATED 6.2 M (20.3 FT) SOUTHWEST OF THE CENTERLINE OF AH4652'THE HIGHWAY, 4.0 M (13.1 FT) EAST OF THE SOUTHWEST END OF A CULVERT, AH4652'15.4 M (50.5 FT) SOUTHWEST OF THE SOUTH END OF A HEADWALL--AND 20.7 M AH4652'(67.9 FT) SOUTHWEST OF A 24-INCH OAK, AND 9.2 M (30.2 FT) NORTHEAST OF AH4652'A POWER POLE (C79-16)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4663 *********************************************************************** AH4663 DESIGNATION - BOLT AH4663 PID - AH4663 AH4663 STATE/COUNTY- NC/JONES AH4663 USGS QUAD - TRENTON (1982) AH4663 AH4663 *CURRENT SURVEY CONTROL AH4663 ___________________________________________________________________ AH4663* NAD 83(1986)- 35 02 50.41036(N) 077 21 08.33420(W) ADJUSTED AH4663* NAVD 88 - 12.1 (meters) 40. (feet) VERTCON AH4663 ___________________________________________________________________ AH4663 LAPLACE CORR- -2.36 (seconds) DEFLEC99 AH4663 GEOID HEIGHT- -36.91 (meters) GEOID03 AH4663 AH4663 HORZ ORDER - SECOND AH4663 AH4663.The North Carolina HARNS have been completed but, AH4663.due to contractual restrictions, coordinates for these stations AH4663.will NOT be published in the near future. In the interim, the AH4663.published coordinates in North Carolina will not be AH4663.consistent with the Continuously Operating Reference Stations AH4663.(CORS). The HARN coordinates for these stations are available AH4663.upon request. Contact Gary Thompson(919-733-3836). AH4663. AH4663.In addition, the published North Carolina positions AH4663.(NAD 83 (1986)) are NOT consistent with those determined in AH4663.adjacent state readjustments. The discontinuity between stations AH4663.located in North Carolina and those in adjacent states AH4663.which have been adjusted to the HARN may be as much as 5 AH4663.decimeters. This will result in a significant loss of accuracy AH4663.over lines crossing such state borders. AH4663 AH4663 AH4663.The horizontal coordinates were established by classical geodetic methods AH4663.and adjusted by the National Geodetic Survey in October 1998. AH4663 AH4663.The NAVD 88 height was computed by applying the VERTCON shift value to AH4663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4663 AH4663.The Laplace correction was computed from DEFLEC99 derived deflections. AH4663 AH4663.The geoid height was determined by GEOID03. AH4663 AH4663; North East Units Scale Factor Converg. AH4663;SPC NC - 145,160.923 759,903.587 MT 0.99987892 +0 57 03.6 AH4663;SPC NC - 476,248.79 2,493,117.02 sFT 0.99987892 +0 57 03.6 AH4663;UTM 18 - 3,880,822.476 285,450.356 MT 1.00016735 -1 21 04.8 AH4663 AH4663! - Elev Factor x Scale Factor = Combined Factor AH4663!SPC NC - 1.00000390 x 0.99987892 = 0.99988282 AH4663!UTM 18 - 1.00000390 x 1.00016735 = 1.00017125 AH4663 AH4663 SUPERSEDED SURVEY CONTROL AH4663 AH4663 NGVD 29 (10/29/98) 12.4 (m) 41. (f) VERT ANG AH4663 AH4663.Superseded values are not recommended for survey control. AH4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4663.See file dsdata.txt to determine how the superseded data were derived. AH4663 AH4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8545080822(NAD 83) AH4663_MARKER: DE = TRAVERSE STATION DISK AH4663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4663_STAMPING: BOLT 1982 AH4663_MARK LOGO: NCGS AH4663_PROJECTION: FLUSH AH4663_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4663+STABILITY: SURFACE MOTION AH4663 AH4663 HISTORY - Date Condition Report By AH4663 HISTORY - 1982 MONUMENTED NCGS AH4663 AH4663 STATION DESCRIPTION AH4663 AH4663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4663'STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST OF TRENTON. ALONG NC AH4663'58 FOR 2.01 KM (1.25 MI) SOUTH OF NC 41 (AT THE COURTHOUSE)IN TRENTON, AH4663'AND 0.15 KM (0.09 MI) NORTH OF SR 1123, IN THE EAST HIGHWAY SHOULDER, AH4663'ON THE SOUTH SIDE OF A FIELD ENTRANCE. MARK IS RECESSED 4 INCHES BELOW AH4663'GROUND. LOCATED 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AH4663'6.2 M (20.3 FT) SOUTHWEST OF THE SOUTH END OF FIELD ROAD CULVERT, 11.0 AH4663'M (36.1 FT) SOUTHWEST OF A POWER POLE (164) WITH A REFERENCE TAG, 10.6 AH4663'M (34.8 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, AND 7.3 M (24.0 FT) AH4663'NORTHWEST OF THE SCREEN BOLT ANCHOR ON THE EAST END OF THE CULVERT AH4663'UNDER THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2391 *********************************************************************** EY2391 DESIGNATION - BOSTED EY2391 PID - EY2391 EY2391 STATE/COUNTY- NC/JONES EY2391 USGS QUAD - TRENTON (1982) EY2391 EY2391 *CURRENT SURVEY CONTROL EY2391 ___________________________________________________________________ EY2391* NAD 83(1986)- 35 00 18.42638(N) 077 16 45.56089(W) ADJUSTED EY2391* NAVD 88 - 10.7 (meters) 35. (feet) VERTCON EY2391 ___________________________________________________________________ EY2391 LAPLACE CORR- -2.64 (seconds) DEFLEC99 EY2391 GEOID HEIGHT- -37.07 (meters) GEOID03 EY2391 EY2391 HORZ ORDER - SECOND EY2391 EY2391.The North Carolina HARNS have been completed but, EY2391.due to contractual restrictions, coordinates for these stations EY2391.will NOT be published in the near future. In the interim, the EY2391.published coordinates in North Carolina will not be EY2391.consistent with the Continuously Operating Reference Stations EY2391.(CORS). The HARN coordinates for these stations are available EY2391.upon request. Contact Gary Thompson(919-733-3836). EY2391. EY2391.In addition, the published North Carolina positions EY2391.(NAD 83 (1986)) are NOT consistent with those determined in EY2391.adjacent state readjustments. The discontinuity between stations EY2391.located in North Carolina and those in adjacent states EY2391.which have been adjusted to the HARN may be as much as 5 EY2391.decimeters. This will result in a significant loss of accuracy EY2391.over lines crossing such state borders. EY2391 EY2391 EY2391.The horizontal coordinates were established by classical geodetic methods EY2391.and adjusted by the National Geodetic Survey in July 1986. EY2391 EY2391.The NAVD 88 height was computed by applying the VERTCON shift value to EY2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2391 EY2391.The Laplace correction was computed from DEFLEC99 derived deflections. EY2391 EY2391.The geoid height was determined by GEOID03. EY2391 EY2391; North East Units Scale Factor Converg. EY2391;SPC NC - 140,591.467 766,642.512 MT 0.99988180 +0 59 35.2 EY2391;SPC NC - 461,257.17 2,515,226.31 sFT 0.99988180 +0 59 35.2 EY2391;UTM 18 - 3,875,984.754 292,002.094 MT 1.00013323 -1 18 28.8 EY2391 EY2391! - Elev Factor x Scale Factor = Combined Factor EY2391!SPC NC - 1.00000414 x 0.99988180 = 0.99988594 EY2391!UTM 18 - 1.00000414 x 1.00013323 = 1.00013737 EY2391 EY2391: Primary Azimuth Mark Grid Az EY2391:SPC NC - STOP 130 14 37.7 EY2391:UTM 18 - STOP 132 32 41.7 EY2391 EY2391|---------------------------------------------------------------------| EY2391| PID Reference Object Distance Geod. Az | EY2391| dddmmss.s | EY2391| EY2390 STOP APPROX. 0.7 KM 1311412.9 | EY2391|---------------------------------------------------------------------| EY2391 EY2391 SUPERSEDED SURVEY CONTROL EY2391 EY2391 NAD 27 - 35 00 17.85801(N) 077 16 46.71784(W) AD( ) 2 EY2391 NGVD 29 (07/19/86) 11.0 (m) 36. (f) VERT ANG EY2391 EY2391.Superseded values are not recommended for survey control. EY2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2391.See file dsdata.txt to determine how the superseded data were derived. EY2391 EY2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9200275985(NAD 83) EY2391_MARKER: DE = TRAVERSE STATION DISK EY2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2391_STAMPING: BOSTED 1975 EY2391_MARK LOGO: NCGS EY2391_PROJECTION: FLUSH EY2391_MAGNETIC: N = NO MAGNETIC MATERIAL EY2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2391+STABILITY: SURFACE MOTION EY2391 EY2391 HISTORY - Date Condition Report By EY2391 HISTORY - 1975 MONUMENTED NCGS EY2391 HISTORY - 1979 MARK NOT FOUND USGS EY2391 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2391 EY2391 STATION DESCRIPTION EY2391 EY2391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2391'BOSTED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2391'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EY2391' EY2391'BOSTED IS LOCATED APPROXIMATELY 3.3 MILES WEST OF POLLOCKSVILLE EY2391'AND 5.8 MILES SOUTHEAST OF TRENTON. TO REACH STATION FROM EY2391'INTERSECTION OF U.S. 17 WITH NC 58 NEAR POLLOCKSVILLE, PROCEED WEST EY2391'ALONG NC 58 FOR 3.2 MILES TO STATION ON RIGHT AT PP 90, AND 0.1 EY2391'MILE EAST OF A BRIDGE OVER MILL RUN. EY2391' EY2391'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2391'BOSTED 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2391'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2391' EY2391'MARK IS 29.4 FT NE OF C/L OF NC 58 EY2391' EY2391'70.0 FT N OF C/L OF A FIELD ENTRANCE EY2391' EY2391'3.1 FT SW OF PP 90 WITH ALUMINUM REF. TAG EY2391' EY2391'155.8 FT NW OF THINK SAFETY SIGN POST WITH ALUMINUM REF. TAG EY2391 EY2391 STATION RECOVERY (1979) EY2391 EY2391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2391'MARK NOT FOUND. EY2391 EY2391 STATION RECOVERY (1982) EY2391 EY2391'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2391'THE STATION HAS BEEN DESTROYED BY GRADING. AN INSTRUMENT SEARCH EY2391'INDICATES THE LOCATION WOULD BE IN THE DITCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2424 *********************************************************************** EY2424 DESIGNATION - BOXE EY2424 PID - EY2424 EY2424 STATE/COUNTY- NC/JONES EY2424 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2424 EY2424 *CURRENT SURVEY CONTROL EY2424 ___________________________________________________________________ EY2424* NAD 83(1986)- 35 02 39.32277(N) 077 27 22.94493(W) ADJUSTED EY2424* NAVD 88 - 14.8 (meters) 49. (feet) VERTCON EY2424 ___________________________________________________________________ EY2424 LAPLACE CORR- -2.72 (seconds) DEFLEC99 EY2424 GEOID HEIGHT- -36.74 (meters) GEOID03 EY2424 EY2424 HORZ ORDER - SECOND EY2424 EY2424.The North Carolina HARNS have been completed but, EY2424.due to contractual restrictions, coordinates for these stations EY2424.will NOT be published in the near future. In the interim, the EY2424.published coordinates in North Carolina will not be EY2424.consistent with the Continuously Operating Reference Stations EY2424.(CORS). The HARN coordinates for these stations are available EY2424.upon request. Contact Gary Thompson(919-733-3836). EY2424. EY2424.In addition, the published North Carolina positions EY2424.(NAD 83 (1986)) are NOT consistent with those determined in EY2424.adjacent state readjustments. The discontinuity between stations EY2424.located in North Carolina and those in adjacent states EY2424.which have been adjusted to the HARN may be as much as 5 EY2424.decimeters. This will result in a significant loss of accuracy EY2424.over lines crossing such state borders. EY2424 EY2424 EY2424.The horizontal coordinates were established by classical geodetic methods EY2424.and adjusted by the National Geodetic Survey in July 1986. EY2424 EY2424.The NAVD 88 height was computed by applying the VERTCON shift value to EY2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2424 EY2424.The Laplace correction was computed from DEFLEC99 derived deflections. EY2424 EY2424.The geoid height was determined by GEOID03. EY2424 EY2424; North East Units Scale Factor Converg. EY2424;SPC NC - 144,666.741 750,417.436 MT 0.99987911 +0 53 27.4 EY2424;SPC NC - 474,627.47 2,461,994.54 sFT 0.99987911 +0 53 27.4 EY2424;UTM 18 - 3,880,709.712 275,949.029 MT 1.00021872 -1 24 39.8 EY2424 EY2424! - Elev Factor x Scale Factor = Combined Factor EY2424!SPC NC - 1.00000345 x 0.99987911 = 0.99988256 EY2424!UTM 18 - 1.00000345 x 1.00021872 = 1.00022217 EY2424 EY2424: Primary Azimuth Mark Grid Az EY2424:SPC NC - JOSE 044 46 02.6 EY2424:UTM 18 - JOSE 047 04 09.8 EY2424 EY2424|---------------------------------------------------------------------| EY2424| PID Reference Object Distance Geod. Az | EY2424| dddmmss.s | EY2424| EY2423 JOSE 409.009 METERS 0453930.0 | EY2424| EY2425 PHILIPS 342.585 METERS 21731 | EY2424|---------------------------------------------------------------------| EY2424 EY2424 SUPERSEDED SURVEY CONTROL EY2424 EY2424 NAD 27 - 35 02 38.74768(N) 077 27 24.07901(W) AD( ) 2 EY2424 NGVD 29 (07/19/86) 15.1 (m) 50. (f) VERT ANG EY2424 EY2424.Superseded values are not recommended for survey control. EY2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2424.See file dsdata.txt to determine how the superseded data were derived. EY2424 EY2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7594980710(NAD 83) EY2424_MARKER: DE = TRAVERSE STATION DISK EY2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2424_STAMPING: BOXE 1975 EY2424_MARK LOGO: NCGS EY2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2424+STABILITY: SURFACE MOTION EY2424 EY2424 HISTORY - Date Condition Report By EY2424 HISTORY - 1975 MONUMENTED NCGS EY2424 EY2424 STATION DESCRIPTION EY2424 EY2424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2424'BOXE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2424'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2424' EY2424'BOXE IS LOCATED APPROXIMATELY 6.0 MILES WEST OF TRENTON (JONES EY2424'COUNTY) AND 11.1 MILES NNE OF RICHLANDS (ONSLOW COUNTY). TO REACH EY2424'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2424'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR EY2424'1300, THENCE SOUTHWEST ALONG NC 41 FOR 4.1 MILES TO STATION ON EY2424'RIGHT AT GEORGE GRIFFINS MAILBOX, AND 0.05 MILE SOUTHWEST OF EY2424'COMMUNITY HOLINESS CHURCH. EY2424' EY2424'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2424'BOXE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2424'IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EY2424' EY2424'MARK IS 21.5 FT NW OF C/L OF NC 41 EY2424' EY2424'5.9 FT NE OF C/L OF PROJECTED OF DRIVEWAY EY2424' EY2424'2.7 FT NW OF MAILBOX SUPPORT EY2424' EY2424'125.1 FT W OF AND ACROSS HIGHWAY FROM A 12 INCH OAK WITH ALUMINUM EY2424'REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4659 *********************************************************************** AH4659 DESIGNATION - BRACE AH4659 PID - AH4659 AH4659 STATE/COUNTY- NC/JONES AH4659 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4659 AH4659 *CURRENT SURVEY CONTROL AH4659 ___________________________________________________________________ AH4659* NAD 83(1986)- 35 04 41.55371(N) 077 25 23.27840(W) ADJUSTED AH4659* NAVD 88 - 9.4 (meters) 31. (feet) VERTCON AH4659 ___________________________________________________________________ AH4659 LAPLACE CORR- -2.70 (seconds) DEFLEC99 AH4659 GEOID HEIGHT- -36.75 (meters) GEOID03 AH4659 AH4659 HORZ ORDER - SECOND AH4659 AH4659.The North Carolina HARNS have been completed but, AH4659.due to contractual restrictions, coordinates for these stations AH4659.will NOT be published in the near future. In the interim, the AH4659.published coordinates in North Carolina will not be AH4659.consistent with the Continuously Operating Reference Stations AH4659.(CORS). The HARN coordinates for these stations are available AH4659.upon request. Contact Gary Thompson(919-733-3836). AH4659. AH4659.In addition, the published North Carolina positions AH4659.(NAD 83 (1986)) are NOT consistent with those determined in AH4659.adjacent state readjustments. The discontinuity between stations AH4659.located in North Carolina and those in adjacent states AH4659.which have been adjusted to the HARN may be as much as 5 AH4659.decimeters. This will result in a significant loss of accuracy AH4659.over lines crossing such state borders. AH4659 AH4659 AH4659.The horizontal coordinates were established by classical geodetic methods AH4659.and adjusted by the National Geodetic Survey in October 1998. AH4659 AH4659.The NAVD 88 height was computed by applying the VERTCON shift value to AH4659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4659 AH4659.The Laplace correction was computed from DEFLEC99 derived deflections. AH4659 AH4659.The geoid height was determined by GEOID03. AH4659 AH4659; North East Units Scale Factor Converg. AH4659;SPC NC - 148,480.275 753,389.718 MT 0.99987715 +0 54 36.4 AH4659;SPC NC - 487,139.04 2,471,746.10 sFT 0.99987715 +0 54 36.4 AH4659;UTM 18 - 3,884,401.973 279,073.167 MT 1.00020157 -1 23 35.2 AH4659 AH4659! - Elev Factor x Scale Factor = Combined Factor AH4659!SPC NC - 1.00000430 x 0.99987715 = 0.99988145 AH4659!UTM 18 - 1.00000430 x 1.00020157 = 1.00020587 AH4659 AH4659 SUPERSEDED SURVEY CONTROL AH4659 AH4659 NGVD 29 (10/29/98) 9.7 (m) 32. (f) VERT ANG AH4659 AH4659.Superseded values are not recommended for survey control. AH4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4659.See file dsdata.txt to determine how the superseded data were derived. AH4659 AH4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7907384402(NAD 83) AH4659_MARKER: DE = TRAVERSE STATION DISK AH4659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4659_STAMPING: BRACE 1981 AH4659_MARK LOGO: NCGS AH4659_PROJECTION: FLUSH AH4659_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4659+STABILITY: SURFACE MOTION AH4659 AH4659 HISTORY - Date Condition Report By AH4659 HISTORY - 1981 MONUMENTED NCGS AH4659 AH4659 STATION DESCRIPTION AH4659 AH4659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4659'STATION IS LOCATED ABOUT 6.76 KM (4.20 MI) WEST-NORTHWEST OF TRENTON AH4659'AND 15.29 KM (9.50 MI) SOUTH OF DOVER. ALONG NC 58 FOR 6.76 KM (4.20 AH4659'MI) WEST OF THE COURTHOUSE IN TRENTON, AND 0.32 KM (0.20 MI) WEST OF AH4659'THE BRIDGE OVER THE TRENT RIVER IN A SMALL MOUND OF DIRT. MARK IS AH4659'RECESSED 3 INCHES BELOW GROUND. LOCATED 12.4 M (40.7 FT) SOUTH OF THE AH4659'CENTERLINE OF THE HIGHWAY, 1.1 M (3.6 FT) NORTH OF A WITNESS POST--AND AH4659'35.5 M (116.5 FT) SOUTHWEST OF A POWER POLE (E1B20), 25.6 M (84.0 FT) AH4659'NORTHWEST OF A BRACE POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4675 *********************************************************************** AH4675 DESIGNATION - BROCK AH4675 PID - AH4675 AH4675 STATE/COUNTY- NC/JONES AH4675 USGS QUAD - POLLOCKSVILLE (1994) AH4675 AH4675 *CURRENT SURVEY CONTROL AH4675 ___________________________________________________________________ AH4675* NAD 83(1986)- 35 01 03.12907(N) 077 12 59.47865(W) ADJUSTED AH4675* NAVD 88 - 9.0 (meters) 30. (feet) VERTCON AH4675 ___________________________________________________________________ AH4675 LAPLACE CORR- -2.66 (seconds) DEFLEC99 AH4675 GEOID HEIGHT- -37.16 (meters) GEOID03 AH4675 AH4675 HORZ ORDER - SECOND AH4675 AH4675.The North Carolina HARNS have been completed but, AH4675.due to contractual restrictions, coordinates for these stations AH4675.will NOT be published in the near future. In the interim, the AH4675.published coordinates in North Carolina will not be AH4675.consistent with the Continuously Operating Reference Stations AH4675.(CORS). The HARN coordinates for these stations are available AH4675.upon request. Contact Gary Thompson(919-733-3836). AH4675. AH4675.In addition, the published North Carolina positions AH4675.(NAD 83 (1986)) are NOT consistent with those determined in AH4675.adjacent state readjustments. The discontinuity between stations AH4675.located in North Carolina and those in adjacent states AH4675.which have been adjusted to the HARN may be as much as 5 AH4675.decimeters. This will result in a significant loss of accuracy AH4675.over lines crossing such state borders. AH4675 AH4675 AH4675.The horizontal coordinates were established by classical geodetic methods AH4675.and adjusted by the National Geodetic Survey in October 1998. AH4675 AH4675.The NAVD 88 height was computed by applying the VERTCON shift value to AH4675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4675 AH4675.The Laplace correction was computed from DEFLEC99 derived deflections. AH4675 AH4675.The geoid height was determined by GEOID03. AH4675 AH4675; North East Units Scale Factor Converg. AH4675;SPC NC - 142,069.840 772,348.793 MT 0.99988090 +1 01 45.7 AH4675;SPC NC - 466,107.47 2,533,947.67 sFT 0.99988090 +1 01 45.7 AH4675;UTM 18 - 3,877,233.086 297,764.505 MT 1.00010409 -1 16 20.4 AH4675 AH4675! - Elev Factor x Scale Factor = Combined Factor AH4675!SPC NC - 1.00000442 x 0.99988090 = 0.99988532 AH4675!UTM 18 - 1.00000442 x 1.00010409 = 1.00010851 AH4675 AH4675|---------------------------------------------------------------------| AH4675| PID Reference Object Distance Geod. Az | AH4675| dddmmss.s | AH4675| EY1544 L 214 388.421 METERS 01314 | AH4675|---------------------------------------------------------------------| AH4675 AH4675 SUPERSEDED SURVEY CONTROL AH4675 AH4675 NGVD 29 (10/29/98) 9.3 (m) 31. (f) VERT ANG AH4675 AH4675.Superseded values are not recommended for survey control. AH4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4675.See file dsdata.txt to determine how the superseded data were derived. AH4675 AH4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9776577233(NAD 83) AH4675_MARKER: DE = TRAVERSE STATION DISK AH4675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4675_STAMPING: BROCK 1981 AH4675_MARK LOGO: NCGS AH4675_PROJECTION: FLUSH AH4675_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4675+STABILITY: SURFACE MOTION AH4675 AH4675 HISTORY - Date Condition Report By AH4675 HISTORY - 1981 MONUMENTED NCGS AH4675 AH4675 STATION DESCRIPTION AH4675 AH4675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4675'STATION IS LOCATED 1.61 KM (1.00 MI) NORTH-NORTHEAST OF POLLOCKSVILLE AH4675'AND 18.83 KM (11.70 MI) SOUTHWEST OF NEW BERN. ALONG US 17 FOR 2.25 KM AH4675'(1.40 MI) NORTH FROM NC 58, IN THE HIGHWAY SHOULDER, AT THE SOUTH SIDE AH4675'OF BROCK STREET, AND ON THE PROLONGATION OF THE NORTH SIDE OF A BRICK AH4675'HOUSE. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 5.7 M (18.7 AH4675'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.0 M (88.6 FT) AH4675'SOUTHWEST OF THE CENTERLINE OF BROCK STREET, 23.1 M (75.8 FT) AH4675'NORTHEAST OF THE PROLONGATION OF THE CENTERLINE OF A PAVED DRIVEWAY, AH4675'20.5 M (67.3 FT) SOUTH OF THE SOUTH END OF A CULVERT UNDER BROCK AH4675'STREET, AND 21.7 M (71.2 FT) WEST OF A TELEPHONE POLE WITH A REFERENCE AH4675'TAG. BENCH MARK--L 214--IS 0.40 KM (0.25 MI) NORTH OF THE STATION, AH4675'ABOUT 0.16 KM (0.10 MI) NORTH OF THE INTERSECTION OF THE HIGHWAY AND AH4675'SR 1336, IN A GRASSY TRIANGLE SHAPED AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2589 *********************************************************************** EY2589 DESIGNATION - BROWNJO EY2589 PID - EY2589 EY2589 STATE/COUNTY- NC/JONES EY2589 USGS QUAD - COMFORT (1980) EY2589 EY2589 *CURRENT SURVEY CONTROL EY2589 ___________________________________________________________________ EY2589* NAD 83(1986)- 35 00 04.57981(N) 077 32 58.56343(W) ADJUSTED EY2589* NAVD 88 - 18.002 (meters) 59.06 (feet) ADJUSTED EY2589 ___________________________________________________________________ EY2589 LAPLACE CORR- -3.12 (seconds) DEFLEC99 EY2589 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2589 DYNAMIC HT - 17.985 (meters) 59.01 (feet) COMP EY2589 MODELED GRAV- 979,705.8 (mgal) NAVD 88 EY2589 EY2589 HORZ ORDER - SECOND EY2589 VERT ORDER - SECOND CLASS I EY2589 EY2589.The North Carolina HARNS have been completed but, EY2589.due to contractual restrictions, coordinates for these stations EY2589.will NOT be published in the near future. In the interim, the EY2589.published coordinates in North Carolina will not be EY2589.consistent with the Continuously Operating Reference Stations EY2589.(CORS). The HARN coordinates for these stations are available EY2589.upon request. Contact Gary Thompson(919-733-3836). EY2589. EY2589.In addition, the published North Carolina positions EY2589.(NAD 83 (1986)) are NOT consistent with those determined in EY2589.adjacent state readjustments. The discontinuity between stations EY2589.located in North Carolina and those in adjacent states EY2589.which have been adjusted to the HARN may be as much as 5 EY2589.decimeters. This will result in a significant loss of accuracy EY2589.over lines crossing such state borders. EY2589 EY2589 EY2589.The horizontal coordinates were established by classical geodetic methods EY2589.and adjusted by the National Geodetic Survey in July 1986. EY2589 EY2589.The orthometric height was determined by differential leveling EY2589.and adjusted by the National Geodetic Survey in September 2005. EY2589 EY2589.The Laplace correction was computed from DEFLEC99 derived deflections. EY2589 EY2589.The geoid height was determined by GEOID03. EY2589 EY2589.The dynamic height is computed by dividing the NAVD 88 EY2589.geopotential number by the normal gravity value computed on the EY2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2589.degrees latitude (g = 980.6199 gals.). EY2589 EY2589.The modeled gravity was interpolated from observed gravity values. EY2589 EY2589; North East Units Scale Factor Converg. EY2589;SPC NC - 139,770.864 741,983.124 MT 0.99988209 +0 50 13.7 EY2589;SPC NC - 458,564.91 2,434,322.97 sFT 0.99988209 +0 50 13.7 EY2589;UTM 18 - 3,876,154.781 267,321.818 MT 1.00026729 -1 27 47.1 EY2589 EY2589! - Elev Factor x Scale Factor = Combined Factor EY2589!SPC NC - 1.00000292 x 0.99988209 = 0.99988501 EY2589!UTM 18 - 1.00000292 x 1.00026729 = 1.00027022 EY2589 EY2589: Primary Azimuth Mark Grid Az EY2589:SPC NC - ROUSE 090 46 53.7 EY2589:UTM 18 - ROUSE 093 04 54.5 EY2589 EY2589|---------------------------------------------------------------------| EY2589| PID Reference Object Distance Geod. Az | EY2589| dddmmss.s | EY2589| EY2588 ROUSE APPROX. 1.4 KM 0913707.4 | EY2589|---------------------------------------------------------------------| EY2589 EY2589 SUPERSEDED SURVEY CONTROL EY2589 EY2589 NAD 27 - 35 00 03.99636(N) 077 32 59.68344(W) AD( ) 2 EY2589 NGVD 29 (07/19/86) 18.4 (m) 60. (f) VERT ANG EY2589 EY2589.Superseded values are not recommended for survey control. EY2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2589.See file dsdata.txt to determine how the superseded data were derived. EY2589 EY2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6732276155(NAD 83) EY2589_MARKER: DE = TRAVERSE STATION DISK EY2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2589_STAMPING: BROWNJO 1975 EY2589_MARK LOGO: NCGS EY2589_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2589+STABILITY: SURFACE MOTION EY2589 EY2589 HISTORY - Date Condition Report By EY2589 HISTORY - 1975 MONUMENTED NCGS EY2589 HISTORY - 19970513 GOOD NCGS EY2589 EY2589 STATION DESCRIPTION EY2589 EY2589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2589'BROWNJO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2589'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2589' EY2589'BROWNJO IS LOCATED APPROXIMATELY 7.0 MILES NORTH OF RICHLANDS AND EY2589'11.9 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2589'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2589'ALONG NC 41 FOR 5.25 MILES TO STATION ON RIGHT, NEAR EAST SIDE OF EY2589'YARD OF BROWNS TWO STORY RESIDENCE, AND 0.05 MILE EAST OF EY2589'INTERSECTION WITH SR 1139 (S). EY2589' EY2589'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2589'BROWNJO 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2589'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2589' EY2589'MARK IS 52.2 FT SW OF C/L OF NC 41 EY2589' EY2589'31.3 FT SE OF C/L OF DRIVEWAY EY2589' EY2589'39.7 FT S OF EAST END OF AN 18 INCH CULVERT EY2589' EY2589'28.0 FT E OF PP WITH ALUMINUM REF. TAG EY2589' EY2589'88.1 FT SE OF 48 INCH MAPLE WITH ALUMINUM REF. TAG EY2589' EY2589'37.6 FT NE OF 8 INCH PEAR WITH ALUMINUM REF. TAG EY2589 EY2589 STATION RECOVERY (1997) EY2589 EY2589'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY2589'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2405 *********************************************************************** EY2405 DESIGNATION - BULK EY2405 PID - EY2405 EY2405 STATE/COUNTY- NC/JONES EY2405 USGS QUAD - TRENTON (1982) EY2405 EY2405 *CURRENT SURVEY CONTROL EY2405 ___________________________________________________________________ EY2405* NAD 83(1986)- 35 03 18.46198(N) 077 21 24.94702(W) ADJUSTED EY2405* NAVD 88 - 10.7 (meters) 35. (feet) VERTCON EY2405 ___________________________________________________________________ EY2405 LAPLACE CORR- -2.42 (seconds) DEFLEC99 EY2405 GEOID HEIGHT- -36.89 (meters) GEOID03 EY2405 EY2405 HORZ ORDER - SECOND EY2405 EY2405.The North Carolina HARNS have been completed but, EY2405.due to contractual restrictions, coordinates for these stations EY2405.will NOT be published in the near future. In the interim, the EY2405.published coordinates in North Carolina will not be EY2405.consistent with the Continuously Operating Reference Stations EY2405.(CORS). The HARN coordinates for these stations are available EY2405.upon request. Contact Gary Thompson(919-733-3836). EY2405. EY2405.In addition, the published North Carolina positions EY2405.(NAD 83 (1986)) are NOT consistent with those determined in EY2405.adjacent state readjustments. The discontinuity between stations EY2405.located in North Carolina and those in adjacent states EY2405.which have been adjusted to the HARN may be as much as 5 EY2405.decimeters. This will result in a significant loss of accuracy EY2405.over lines crossing such state borders. EY2405 EY2405 EY2405.The horizontal coordinates were established by classical geodetic methods EY2405.and adjusted by the National Geodetic Survey in July 1986. EY2405 EY2405.The NAVD 88 height was computed by applying the VERTCON shift value to EY2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2405 EY2405.The Laplace correction was computed from DEFLEC99 derived deflections. EY2405 EY2405.The geoid height was determined by GEOID03. EY2405 EY2405; North East Units Scale Factor Converg. EY2405;SPC NC - 146,018.192 759,468.367 MT 0.99987845 +0 56 54.0 EY2405;SPC NC - 479,061.35 2,491,689.13 sFT 0.99987845 +0 56 54.0 EY2405;UTM 18 - 3,881,696.791 285,049.812 MT 1.00016947 -1 21 15.3 EY2405 EY2405! - Elev Factor x Scale Factor = Combined Factor EY2405!SPC NC - 1.00000412 x 0.99987845 = 0.99988257 EY2405!UTM 18 - 1.00000412 x 1.00016947 = 1.00017359 EY2405 EY2405|---------------------------------------------------------------------| EY2405| PID Reference Object Distance Geod. Az | EY2405| dddmmss.s | EY2405| EY2403 POLE 356.067 METERS 15708 | EY2405| EY2406 SHACK 288.373 METERS 35140 | EY2405|---------------------------------------------------------------------| EY2405 EY2405 SUPERSEDED SURVEY CONTROL EY2405 EY2405 NAD 27 - 35 03 17.89114(N) 077 21 26.09495(W) AD( ) 2 EY2405 NGVD 29 (07/19/86) 11.0 (m) 36. (f) VERT ANG EY2405 EY2405.Superseded values are not recommended for survey control. EY2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2405.See file dsdata.txt to determine how the superseded data were derived. EY2405 EY2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8505081697(NAD 83) EY2405_MARKER: DE = TRAVERSE STATION DISK EY2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2405_STAMPING: BULK 1975 EY2405_MARK LOGO: NCGS EY2405_PROJECTION: FLUSH EY2405_MAGNETIC: N = NO MAGNETIC MATERIAL EY2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2405+STABILITY: SURFACE MOTION EY2405 EY2405 HISTORY - Date Condition Report By EY2405 HISTORY - 1975 MONUMENTED NCGS EY2405 HISTORY - 1979 MARK NOT FOUND USGS EY2405 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2405 EY2405 STATION DESCRIPTION EY2405 EY2405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2405'BULK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2405'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2405' EY2405'BULK IS LOCATED APPROXIMATELY 0.6 MILES SOUTH OF TRENTON. TO EY2405'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2405'SOUTH ALONG NC 58 FOR 0.65 MILE TO STATION ON RIGHT, NEAR A CEDAR EY2405'TREE IN FRONT YARD OF A TWO STORY FARM HOUSE, AND 0.75 MILE NORTH EY2405'OF T-INTERSECTION WITH SR 1123 (SW). EY2405' EY2405'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2405'BULK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2405'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2405' EY2405'MARK IS 29.5 FT W OF C/L OF NC 58 EY2405' EY2405'26.7 FT S OF C/L OF DRIVEWAY EY2405' EY2405'44.1 FT SE OF PP WITH ALUMINUM REF. TAG EY2405' EY2405'7.4 FT W OF 15 IN CEDAR TREE WITH ALUMINUM REF. TAG EY2405' EY2405'38.5 FT E OF 24 IN OAK TREE WITH ALUMINUM REF. TAG EY2405' EY2405'77.4 FT NW OF PP WITH ALUMINUM REF. TAG EY2405 EY2405 STATION RECOVERY (1979) EY2405 EY2405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2405'MARK NOT FOUND. EY2405 EY2405 STATION RECOVERY (1982) EY2405 EY2405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2405'STATION HAS BEEN DESTROYED BY GRADING. THE STATUS OF THE STATION IS EY2405'BASED ON RESULTS OF AN INSTRUMENT SEARCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9422 *********************************************************************** DG9422 DESIGNATION - BULL DG9422 PID - DG9422 DG9422 STATE/COUNTY- NC/JONES DG9422 USGS QUAD - RICHLANDS (1981) DG9422 DG9422 *CURRENT SURVEY CONTROL DG9422 ___________________________________________________________________ DG9422* NAD 83(1986)- 34 58 17. (N) 077 30 10. (W) SCALED DG9422* NAVD 88 - 17.988 (meters) 59.02 (feet) ADJUSTED DG9422 ___________________________________________________________________ DG9422 GEOID HEIGHT- -36.76 (meters) GEOID03 DG9422 DYNAMIC HT - 17.972 (meters) 58.96 (feet) COMP DG9422 MODELED GRAV- 979,705.8 (mgal) NAVD 88 DG9422 DG9422 VERT ORDER - SECOND CLASS I DG9422 DG9422.The horizontal coordinates were scaled from a topographic map and have DG9422.an estimated accuracy of +/- 6 seconds. DG9422 DG9422.The orthometric height was determined by differential leveling DG9422.and adjusted by the National Geodetic Survey in September 2005. DG9422 DG9422.The geoid height was determined by GEOID03. DG9422 DG9422.The dynamic height is computed by dividing the NAVD 88 DG9422.geopotential number by the normal gravity value computed on the DG9422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9422.degrees latitude (g = 980.6199 gals.). DG9422 DG9422.The modeled gravity was interpolated from observed gravity values. DG9422 DG9422; North East Units Estimated Accuracy DG9422;SPC NC - 136,520. 746,310. MT (+/- 180 meters Scaled) DG9422 DG9422 SUPERSEDED SURVEY CONTROL DG9422 DG9422.No superseded survey control is available for this station. DG9422 DG9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD715727(NAD 83) DG9422_MARKER: DH = HORIZONTAL CONTROL DISK DG9422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9422_STAMPING: BULL 1999 DG9422_MARK LOGO: NCGS DG9422_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DG9422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9422+STABILITY: SURFACE MOTION DG9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9422+SATELLITE: SATELLITE OBSERVATIONS - 1999 DG9422 DG9422 HISTORY - Date Condition Report By DG9422 HISTORY - 1999 MONUMENTED NCGS DG9422 DG9422 STATION DESCRIPTION DG9422 DG9422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) DG9422'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH OF COMFORT AND 10.5 MI DG9422'(16.9 KM) SOUTHWEST OF TRENTON. ALONG SR 1003 (COMFORT/RICHLANDS DG9422'ROAD) FOR 2.65 MI (4.26 KM) SOUTH FROM THE NC 41 INTERSECTION, OR 0.15 DG9422'MI (0.24 KM) NORTH FROM THE JONES/ONSLOW COUNTY LINE. MARK IS ABOUT DG9422'LEVEL WITH SR 1003 AND IS RECESSED 4-INCHES BELOW THE GROUND. LOCATED DG9422'16.4 FT (5.0 M) WEST-NORTHWEST OF THE CENTERLINE OF SR 1003, 66.3 FT DG9422'(20.2 M) NORTH-NORTHEAST OF A 24-INCH CONCRETE CULVERT UNDER SR 1003, DG9422'217 FT (66.1 M) SOUTH-SOUTHWEST OF A FARM PATH LEADING WEST AND 65.5 DG9422'FT (20.0 M) WEST-NORTHWEST OF A 7-INCH MAPLE ACROSS SR 1003 WITH A DG9422'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2156 *********************************************************************** EA2156 DESIGNATION - CAJONES EA2156 PID - EA2156 EA2156 STATE/COUNTY- NC/JONES EA2156 USGS QUAD - STELLA (1994) EA2156 EA2156 *CURRENT SURVEY CONTROL EA2156 ___________________________________________________________________ EA2156* NAD 83(1986)- 34 50 14.00926(N) 077 10 14.78611(W) ADJUSTED EA2156* NAVD 88 - 7.0 (meters) 23. (feet) VERTCON EA2156 ___________________________________________________________________ EA2156 LAPLACE CORR- -1.59 (seconds) DEFLEC99 EA2156 GEOID HEIGHT- -37.24 (meters) GEOID03 EA2156 EA2156 HORZ ORDER - SECOND EA2156 EA2156.The North Carolina HARNS have been completed but, EA2156.due to contractual restrictions, coordinates for these stations EA2156.will NOT be published in the near future. In the interim, the EA2156.published coordinates in North Carolina will not be EA2156.consistent with the Continuously Operating Reference Stations EA2156.(CORS). The HARN coordinates for these stations are available EA2156.upon request. Contact Gary Thompson(919-733-3836). EA2156. EA2156.In addition, the published North Carolina positions EA2156.(NAD 83 (1986)) are NOT consistent with those determined in EA2156.adjacent state readjustments. The discontinuity between stations EA2156.located in North Carolina and those in adjacent states EA2156.which have been adjusted to the HARN may be as much as 5 EA2156.decimeters. This will result in a significant loss of accuracy EA2156.over lines crossing such state borders. EA2156 EA2156 EA2156.The horizontal coordinates were established by classical geodetic methods EA2156.and adjusted by the National Geodetic Survey in July 1986. EA2156 EA2156.The NAVD 88 height was computed by applying the VERTCON shift value to EA2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2156 EA2156.The Laplace correction was computed from DEFLEC99 derived deflections. EA2156 EA2156.The geoid height was determined by GEOID03. EA2156 EA2156; North East Units Scale Factor Converg. EA2156;SPC NC - 122,147.847 776,891.497 MT 0.99989860 +1 03 20.8 EA2156;SPC NC - 400,746.73 2,548,851.52 sFT 0.99989860 +1 03 20.8 EA2156;UTM 18 - 3,857,140.768 301,505.184 MT 1.00008563 -1 14 25.6 EA2156 EA2156! - Elev Factor x Scale Factor = Combined Factor EA2156!SPC NC - 1.00000475 x 0.99989860 = 0.99990335 EA2156!UTM 18 - 1.00000475 x 1.00008563 = 1.00009038 EA2156 EA2156|---------------------------------------------------------------------| EA2156| PID Reference Object Distance Geod. Az | EA2156| dddmmss.s | EA2156| EA2157 HEATH 390.790 METERS 33613 | EA2156|---------------------------------------------------------------------| EA2156 EA2156 SUPERSEDED SURVEY CONTROL EA2156 EA2156 NAD 27 - 34 50 13.43367(N) 077 10 15.96022(W) AD( ) 2 EA2156 NGVD 29 (07/19/86) 7.3 (m) 24. (f) VERT ANG EA2156 EA2156.Superseded values are not recommended for survey control. EA2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2156.See file dsdata.txt to determine how the superseded data were derived. EA2156 EA2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0150557141(NAD 83) EA2156_MARKER: DE = TRAVERSE STATION DISK EA2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2156_STAMPING: CAJONES 1975 EA2156_MARK LOGO: NCGS EA2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2156+STABILITY: SURFACE MOTION EA2156 EA2156 HISTORY - Date Condition Report By EA2156 HISTORY - 1975 MONUMENTED NCGS EA2156 HISTORY - 19910824 GOOD USPSQD EA2156 EA2156 STATION DESCRIPTION EA2156 EA2156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2156'CAJONES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2156'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2156' EA2156'CAJONES IS LOCATED APPROXIMATELY 5.8 MILES SOUTHEAST OF MAYSVILLE EA2156'(JONES COUNTY) AND 10.6 MILES NNW OF SWANSBORO (ONSLOW COUNTY). TO EA2156'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT EA2156'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 5.8 MILES TO EA2156'STATION ON RIGHT NEAR SOUTHEAST BOUNDARY OF YARD AREA OF JONES EA2156'RESIDENCE (A WHITE HOUSE WITH A GREEN TOP AND A WEEPING WILLOW EA2156'TREE IN FRONT YARD) AND 1.1 MILES NORTHWEST OF BRIDGE OVER SMALL EA2156'STREAM. EA2156' EA2156'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2156'CAJONES 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2156'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA2156' EA2156'MARK IS 93.0 FT SW OF C/L OF CN 58. EA2156' EA2156'78.5 FT S OF C/L OF DRIVEWAY TO HOUSE. EA2156' EA2156'29.0 FT SE OF 24 INCH WEEPING WILLOW TREE WITH ALUMINUM REF. TAG. EA2156' EA2156'67.6 FT SE OF SE CORNER OF HOUSE. EA2156 EA2156 STATION RECOVERY (1991) EA2156 EA2156'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2156'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4163 *********************************************************************** EY4163 DESIGNATION - CANAL EY4163 PID - EY4163 EY4163 STATE/COUNTY- NC/JONES EY4163 USGS QUAD - DOVER (1982) EY4163 EY4163 *CURRENT SURVEY CONTROL EY4163 ___________________________________________________________________ EY4163* NAD 83(1986)- 35 12 09.63019(N) 077 25 32.45458(W) ADJUSTED EY4163* NAVD 88 - 20.2 (meters) 66. (feet) VERTCON EY4163 ___________________________________________________________________ EY4163 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EY4163 GEOID HEIGHT- -36.53 (meters) GEOID03 EY4163 EY4163 HORZ ORDER - SECOND EY4163 EY4163.The North Carolina HARNS have been completed but, EY4163.due to contractual restrictions, coordinates for these stations EY4163.will NOT be published in the near future. In the interim, the EY4163.published coordinates in North Carolina will not be EY4163.consistent with the Continuously Operating Reference Stations EY4163.(CORS). The HARN coordinates for these stations are available EY4163.upon request. Contact Gary Thompson(919-733-3836). EY4163. EY4163.In addition, the published North Carolina positions EY4163.(NAD 83 (1986)) are NOT consistent with those determined in EY4163.adjacent state readjustments. The discontinuity between stations EY4163.located in North Carolina and those in adjacent states EY4163.which have been adjusted to the HARN may be as much as 5 EY4163.decimeters. This will result in a significant loss of accuracy EY4163.over lines crossing such state borders. EY4163 EY4163 EY4163.The horizontal coordinates were established by classical geodetic methods EY4163.and adjusted by the National Geodetic Survey in August 1990. EY4163 EY4163.The NAVD 88 height was computed by applying the VERTCON shift value to EY4163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4163 EY4163.The Laplace correction was computed from DEFLEC99 derived deflections. EY4163 EY4163.The geoid height was determined by GEOID03. EY4163 EY4163; North East Units Scale Factor Converg. EY4163;SPC NC - 162,281.734 752,938.357 MT 0.99987296 +0 54 31.1 EY4163;SPC NC - 532,419.32 2,470,265.26 sFT 0.99987296 +0 54 31.1 EY4163;UTM 18 - 3,898,214.929 279,177.381 MT 1.00020099 -1 23 56.0 EY4163 EY4163! - Elev Factor x Scale Factor = Combined Factor EY4163!SPC NC - 1.00000256 x 0.99987296 = 0.99987552 EY4163!UTM 18 - 1.00000256 x 1.00020099 = 1.00020355 EY4163 EY4163 SUPERSEDED SURVEY CONTROL EY4163 EY4163 NGVD 29 (08/13/90) 20.6 (m) 68. (f) VERT ANG EY4163 EY4163.Superseded values are not recommended for survey control. EY4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4163.See file dsdata.txt to determine how the superseded data were derived. EY4163 EY4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7917798215(NAD 83) EY4163_MARKER: DE = TRAVERSE STATION DISK EY4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4163_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4163_STAMPING: CANAL 1978 EY4163_MARK LOGO: CGS EY4163_PROJECTION: FLUSH EY4163_MAGNETIC: N = NO MAGNETIC MATERIAL EY4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4163+STABILITY: SURFACE MOTION EY4163 EY4163 HISTORY - Date Condition Report By EY4163 HISTORY - 1978 MONUMENTED NCGS EY4163 HISTORY - 1985 GOOD USPSQD EY4163 HISTORY - 1989 GOOD USPSQD EY4163 HISTORY - 19900321 GOOD NCGS EY4163 HISTORY - 19910604 GOOD USPSQD EY4163 HISTORY - 19990328 GOOD USPSQD EY4163 EY4163 STATION DESCRIPTION EY4163 EY4163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4163'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH-SOUTHEAST OF EY4163'DOVER AND 6.2 MILES WEST-NORTHWEST OF COVE CITY. EY4163' EY4163'TO REACH STATION FROM INTERSECTION OF SR 1005 WITH US 70 BYPASS AT EY4163'DOVER, PROCEED SOUTHEAST ALONG US 70 BYPASS FOR 2.0 MILES TO STATION EY4163'IN THE RIGHT SHOULDER ON THE PROLONGATION OF A DRAINAGE CANAL LEADING EY4163'SOUTHWEST. EY4163' EY4163'STATION MARK IS A STANDARD DISK STAMPED---CANAL 1978---, SET IN TOP EY4163'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY4163'THE MARK IS 26.7 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND LANES AND EY4163'98.2 FEET NORTHEAST OF FENCE POST, 119.3 FEET EAST-NORTHEAST OF CENTER EY4163'BRACE FENCE POST AND 117.6 FEET NORTH OF FENCE POST ALL WITH REFERENCE EY4163'TAGS. EY4163 EY4163 STATION RECOVERY (1985) EY4163 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4163'RECOVERED IN GOOD CONDITION. EY4163 EY4163 STATION RECOVERY (1989) EY4163 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY4163'RECOVERED IN GOOD CONDITION. EY4163 EY4163 STATION RECOVERY (1990) EY4163 EY4163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4163'RECOVERED AS DESCRIBED. EY4163 EY4163 STATION RECOVERY (1991) EY4163 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4163'RECOVERED IN GOOD CONDITION. EY4163 EY4163 STATION RECOVERY (1999) EY4163 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4163'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2936 *********************************************************************** EA2936 DESIGNATION - CEDAR EA2936 PID - EA2936 EA2936 STATE/COUNTY- NC/JONES EA2936 USGS QUAD - POTTERS HILL (1980) EA2936 EA2936 *CURRENT SURVEY CONTROL EA2936 ___________________________________________________________________ EA2936* NAD 83(1986)- 34 59 11.27701(N) 077 40 06.11612(W) ADJUSTED EA2936* NAVD 88 - 27.908 (meters) 91.56 (feet) ADJUSTED EA2936 ___________________________________________________________________ EA2936 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EA2936 GEOID HEIGHT- -36.39 (meters) GEOID03 EA2936 DYNAMIC HT - 27.882 (meters) 91.48 (feet) COMP EA2936 MODELED GRAV- 979,710.3 (mgal) NAVD 88 EA2936 EA2936 HORZ ORDER - SECOND EA2936 VERT ORDER - SECOND CLASS I EA2936 EA2936.The North Carolina HARNS have been completed but, EA2936.due to contractual restrictions, coordinates for these stations EA2936.will NOT be published in the near future. In the interim, the EA2936.published coordinates in North Carolina will not be EA2936.consistent with the Continuously Operating Reference Stations EA2936.(CORS). The HARN coordinates for these stations are available EA2936.upon request. Contact Gary Thompson(919-733-3836). EA2936. EA2936.In addition, the published North Carolina positions EA2936.(NAD 83 (1986)) are NOT consistent with those determined in EA2936.adjacent state readjustments. The discontinuity between stations EA2936.located in North Carolina and those in adjacent states EA2936.which have been adjusted to the HARN may be as much as 5 EA2936.decimeters. This will result in a significant loss of accuracy EA2936.over lines crossing such state borders. EA2936 EA2936 EA2936.The horizontal coordinates were established by classical geodetic methods EA2936.and adjusted by the National Geodetic Survey in July 1986. EA2936 EA2936.The orthometric height was determined by differential leveling EA2936.and adjusted by the National Geodetic Survey in September 2005. EA2936 EA2936.The Laplace correction was computed from DEFLEC99 derived deflections. EA2936 EA2936.The geoid height was determined by GEOID03. EA2936 EA2936.The dynamic height is computed by dividing the NAVD 88 EA2936.geopotential number by the normal gravity value computed on the EA2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2936.degrees latitude (g = 980.6199 gals.). EA2936 EA2936.The modeled gravity was interpolated from observed gravity values. EA2936 EA2936; North East Units Scale Factor Converg. EA2936;SPC NC - 137,976.688 731,165.860 MT 0.99988325 +0 46 06.9 EA2936;SPC NC - 452,678.52 2,398,833.33 sFT 0.99988325 +0 46 06.9 EA2936;UTM 18 - 3,874,795.559 256,436.740 MT 1.00033120 -1 31 50.7 EA2936 EA2936! - Elev Factor x Scale Factor = Combined Factor EA2936!SPC NC - 1.00000133 x 0.99988325 = 0.99988458 EA2936!UTM 18 - 1.00000133 x 1.00033120 = 1.00033253 EA2936 EA2936: Primary Azimuth Mark Grid Az EA2936:SPC NC - STORE 073 19 48.7 EA2936:UTM 18 - STORE 075 37 46.3 EA2936 EA2936|---------------------------------------------------------------------| EA2936| PID Reference Object Distance Geod. Az | EA2936| dddmmss.s | EA2936| EA2935 STORE 479.749 METERS 0740555.6 | EA2936|---------------------------------------------------------------------| EA2936 EA2936 SUPERSEDED SURVEY CONTROL EA2936 EA2936 NAD 27 - 34 59 10.68920(N) 077 40 07.22068(W) AD( ) 2 EA2936 NGVD 29 (07/19/86) 28.3 (m) 93. (f) VERT ANG EA2936 EA2936.Superseded values are not recommended for survey control. EA2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2936.See file dsdata.txt to determine how the superseded data were derived. EA2936 EA2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5643774796(NAD 83) EA2936_MARKER: DE = TRAVERSE STATION DISK EA2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2936_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2936_STAMPING: CEDAR 1975 EA2936_MARK LOGO: NCGS EA2936_MAGNETIC: O = OTHER; SEE DESCRIPTION EA2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2936+STABILITY: SURFACE MOTION EA2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2936+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1997 EA2936 EA2936 HISTORY - Date Condition Report By EA2936 HISTORY - 1975 MONUMENTED NCGS EA2936 HISTORY - 19970512 GOOD NCGS EA2936 EA2936 STATION DESCRIPTION EA2936 EA2936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2936'CEDAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2936'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EA2936' EA2936'CEDAR IS LOCATED APPROXIMATELY 7.3 MILES NE OF BEULAVILLE, AND EA2936'9.2 MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION OF EA2936'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED WEST EA2936'ALONG NC 41 FOR 2.2 MILES TO STATION ON LEFT, AT THE END OF A EA2936'FENCE BETWEEN A SMALL RED BARN AND A HOUSE TRAILER WITH SEVERAL EA2936'CEDAR TREES IN THE YARD, AND 0.1 MILE WEST OF SR 1146 EA2936'CROSSROADS. EA2936' EA2936'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2936'CEDAR 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2936'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA2936' EA2936'MARK IS 46.5 FT S OF C/L OF NC 41 EA2936' EA2936'28.2 FT E OF C/L OF DRIVEWAY EA2936' EA2936'38.3 FT N OF 15 IN OAK TREE WITH ALUMINUM REF. TAG EA2936' EA2936'4.4 FT N OF 12 IN CEDAR TREE WITH ALUMINUM REF. TAG EA2936' EA2936'65.5 FT NW OF PP WITH ALUMINUM REF. TAG EA2936 EA2936 STATION RECOVERY (1997) EA2936 EA2936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA2936'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND EA2936'ADDITIONS. MARK IS ABOUT 1-FT LOWER THAN NC 41 AND IS RECESSED EA2936'3-INCHES BELOW THE GROUND. LOCATED 20.6 FT (6.3 M) SOUTHEAST OF THE EA2936'EAST END OF CULVERT UNDER DRIVE ON THE SOUTH SIDE OF NC 41, AND 1.8 FT EA2936'(0.5 M) EAST-NORTHEAST OF A TELEPHONE PEDESTAL (435) WITH TAG. 15-INCH EA2936'OAK, 12-INCH CEDAR, POWER POLE, ALL WITH REFERENCE TAGS, ARE GONE. THE EA2936'HOUSE TRAILER SITE IS NOW IN CULTIVATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2160 *********************************************************************** EA2160 DESIGNATION - CHARLIE EA2160 PID - EA2160 EA2160 STATE/COUNTY- NC/JONES EA2160 USGS QUAD - STELLA (1994) EA2160 EA2160 *CURRENT SURVEY CONTROL EA2160 ___________________________________________________________________ EA2160* NAD 83(1986)- 34 51 44.33092(N) 077 11 23.17807(W) ADJUSTED EA2160* NAVD 88 - 7.3 (meters) 24. (feet) VERTCON EA2160 ___________________________________________________________________ EA2160 LAPLACE CORR- -1.86 (seconds) DEFLEC99 EA2160 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2160 EA2160 HORZ ORDER - SECOND EA2160 EA2160.The North Carolina HARNS have been completed but, EA2160.due to contractual restrictions, coordinates for these stations EA2160.will NOT be published in the near future. In the interim, the EA2160.published coordinates in North Carolina will not be EA2160.consistent with the Continuously Operating Reference Stations EA2160.(CORS). The HARN coordinates for these stations are available EA2160.upon request. Contact Gary Thompson(919-733-3836). EA2160. EA2160.In addition, the published North Carolina positions EA2160.(NAD 83 (1986)) are NOT consistent with those determined in EA2160.adjacent state readjustments. The discontinuity between stations EA2160.located in North Carolina and those in adjacent states EA2160.which have been adjusted to the HARN may be as much as 5 EA2160.decimeters. This will result in a significant loss of accuracy EA2160.over lines crossing such state borders. EA2160 EA2160 EA2160.The horizontal coordinates were established by classical geodetic methods EA2160.and adjusted by the National Geodetic Survey in July 1986. EA2160 EA2160.The NAVD 88 height was computed by applying the VERTCON shift value to EA2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2160 EA2160.The Laplace correction was computed from DEFLEC99 derived deflections. EA2160 EA2160.The geoid height was determined by GEOID03. EA2160 EA2160; North East Units Scale Factor Converg. EA2160;SPC NC - 124,898.607 775,103.519 MT 0.99989555 +1 02 41.3 EA2160;SPC NC - 409,771.51 2,542,985.46 sFT 0.99989555 +1 02 41.3 EA2160;UTM 18 - 3,859,961.510 299,828.547 MT 1.00009387 -1 15 07.6 EA2160 EA2160! - Elev Factor x Scale Factor = Combined Factor EA2160!SPC NC - 1.00000470 x 0.99989555 = 0.99990025 EA2160!UTM 18 - 1.00000470 x 1.00009387 = 1.00009857 EA2160 EA2160: Primary Azimuth Mark Grid Az EA2160:SPC NC - TRAILER 330 42 20.2 EA2160:UTM 18 - TRAILER 333 00 09.1 EA2160 EA2160|---------------------------------------------------------------------| EA2160| PID Reference Object Distance Geod. Az | EA2160| dddmmss.s | EA2160| EA2161 TRAILER APPROX. 1.0 KM 3314501.5 | EA2160|---------------------------------------------------------------------| EA2160 EA2160 SUPERSEDED SURVEY CONTROL EA2160 EA2160 NAD 27 - 34 51 43.75723(N) 077 11 24.34854(W) AD( ) 2 EA2160 NGVD 29 (07/19/86) 7.6 (m) 25. (f) VERT ANG EA2160 EA2160.Superseded values are not recommended for survey control. EA2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2160.See file dsdata.txt to determine how the superseded data were derived. EA2160 EA2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9982959962(NAD 83) EA2160_MARKER: DE = TRAVERSE STATION DISK EA2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2160_STAMPING: CHARLIE 1975 EA2160_MARK LOGO: NCGS EA2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2160+STABILITY: SURFACE MOTION EA2160 EA2160 HISTORY - Date Condition Report By EA2160 HISTORY - 1975 MONUMENTED NCGS EA2160 HISTORY - 19870401 GOOD USPSQD EA2160 HISTORY - 19910824 GOOD USPSQD EA2160 EA2160 STATION DESCRIPTION EA2160 EA2160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2160'CHARLIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA2160'IN THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2160' EA2160'CHARLIE IS LOCATED APPROXIMATELY 3.8 MILES SOUTHEAST OF MAYSVILLE EA2160'(JONES COUNTY) AND 12.4 MILES NNW OF SWANSBORO (ONSLOW COUNTY). TO EA2160'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT EA2160'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 3.7 MILES TO EA2160'STATION ON RIGHT IN SOUTHWEST SHOULDER, AT A ROAD INTERSECTION EA2160'SIGN AND NEAR CHARLIE MEADOWS STORE, AND APPROXIMATELY 650 FEET EA2160'NORTHWEST OF THE NORTH INTERSECTION WITH SR 1102 LOOP ROAD. EA2160' EA2160'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2160'CHARLIE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2160'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2160' EA2160'MARK IS 20.7 FT SW OF C/L OF CN 58. EA2160' EA2160'2.6 FT NE OF A ROAD INTERSECTION SIGN WITH ALUMINUM REF. TAG. EA2160' EA2160'68.9 FT SE OF PP WITH ALUMINUM REF. TAG. EA2160' EA2160'89.2 FT SW OF PP WITH TELEPHONE PEDESTAL AND WITH ALUMINUM REF. TAG. EA2160 EA2160 STATION RECOVERY (1987) EA2160 EA2160'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2160'RECOVERED IN GOOD CONDITION. EA2160 EA2160 STATION RECOVERY (1991) EA2160 EA2160'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2160'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1178 *********************************************************************** EA1178 DESIGNATION - CHEVY EA1178 PID - EA1178 EA1178 STATE/COUNTY- NC/JONES EA1178 USGS QUAD - MAYSVILLE (1994) EA1178 EA1178 *CURRENT SURVEY CONTROL EA1178 ___________________________________________________________________ EA1178* NAD 83(1986)- 34 53 51.80873(N) 077 13 53.89939(W) ADJUSTED EA1178* NAVD 88 - 11.058 (meters) 36.28 (feet) ADJUSTED EA1178 ___________________________________________________________________ EA1178 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EA1178 GEOID HEIGHT- -37.21 (meters) GEOID03 EA1178 DYNAMIC HT - 11.047 (meters) 36.24 (feet) COMP EA1178 MODELED GRAV- 979,697.6 (mgal) NAVD 88 EA1178 EA1178 HORZ ORDER - SECOND EA1178 VERT ORDER - FIRST CLASS II EA1178 EA1178.The North Carolina HARNS have been completed but, EA1178.due to contractual restrictions, coordinates for these stations EA1178.will NOT be published in the near future. In the interim, the EA1178.published coordinates in North Carolina will not be EA1178.consistent with the Continuously Operating Reference Stations EA1178.(CORS). The HARN coordinates for these stations are available EA1178.upon request. Contact Gary Thompson(919-733-3836). EA1178. EA1178.In addition, the published North Carolina positions EA1178.(NAD 83 (1986)) are NOT consistent with those determined in EA1178.adjacent state readjustments. The discontinuity between stations EA1178.located in North Carolina and those in adjacent states EA1178.which have been adjusted to the HARN may be as much as 5 EA1178.decimeters. This will result in a significant loss of accuracy EA1178.over lines crossing such state borders. EA1178 EA1178 EA1178.The horizontal coordinates were established by classical geodetic methods EA1178.and adjusted by the National Geodetic Survey in July 1986. EA1178 EA1178.The orthometric height was determined by differential leveling EA1178.and adjusted by the National Geodetic Survey in June 1991. EA1178 EA1178.The Laplace correction was computed from DEFLEC99 derived deflections. EA1178 EA1178.The geoid height was determined by GEOID03. EA1178 EA1178.The dynamic height is computed by dividing the NAVD 88 EA1178.geopotential number by the normal gravity value computed on the EA1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1178.degrees latitude (g = 980.6199 gals.). EA1178 EA1178.The modeled gravity was interpolated from observed gravity values. EA1178 EA1178; North East Units Scale Factor Converg. EA1178;SPC NC - 128,756.956 771,206.217 MT 0.99989157 +1 01 14.3 EA1178;SPC NC - 422,430.11 2,530,199.06 sFT 0.99989157 +1 01 14.3 EA1178;UTM 18 - 3,863,973.825 296,088.260 MT 1.00011249 -1 16 37.9 EA1178 EA1178! - Elev Factor x Scale Factor = Combined Factor EA1178!SPC NC - 1.00000411 x 0.99989157 = 0.99989567 EA1178!UTM 18 - 1.00000411 x 1.00011249 = 1.00011660 EA1178 EA1178: Primary Azimuth Mark Grid Az EA1178:SPC NC - MAYSVILLE 358 14 24.8 EA1178:UTM 18 - MAYSVILLE 000 32 17.0 EA1178 EA1178|---------------------------------------------------------------------| EA1178| PID Reference Object Distance Geod. Az | EA1178| dddmmss.s | EA1178| EA1179 LINE 398.026 METERS 18852 | EA1178| EA1177 MAYSVILLE 420.274 METERS 3591539.1 | EA1178|---------------------------------------------------------------------| EA1178 EA1178 SUPERSEDED SURVEY CONTROL EA1178 EA1178 NAD 27 - 34 53 51.23796(N) 077 13 55.06328(W) AD( ) 2 EA1178 NGVD 29 (07/19/86) 11.4 (m) 37. (f) VERT ANG EA1178 EA1178.Superseded values are not recommended for survey control. EA1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1178.See file dsdata.txt to determine how the superseded data were derived. EA1178 EA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9608863974(NAD 83) EA1178_MARKER: DE = TRAVERSE STATION DISK EA1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1178_SP_SET: CONCRETE POST EA1178_STAMPING: CHEVY 1975 EA1178_MARK LOGO: NCGS EA1178_PROJECTION: RECESSED 10 CENTIMETERS EA1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1178+STABILITY: SURFACE MOTION EA1178 EA1178 HISTORY - Date Condition Report By EA1178 HISTORY - 1975 MONUMENTED NCGS EA1178 HISTORY - 1979 GOOD NCGS EA1178 HISTORY - 1982 GOOD NCGS EA1178 HISTORY - 19910824 MARK NOT FOUND USPSQD EA1178 EA1178 STATION DESCRIPTION EA1178 EA1178'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1178'CHEVY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1178'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1178' EA1178'CHEVY IS LOCATED IN SOUTH SECTION OF MAYSVILLE AND 13.5 MILES EA1178'SSE OF TRENTON. TO REACH STATION FROM INTERSECTION OF U.S. 17 EA1178'WITH NC 58 (MAIN AND EIGHTH STREETS) IN MAYSVILLE, PROCEED EA1178'SOUTHERLY ALONG U.S. 17 FOR 0.25 MILE TO STATION ON LEFT AT EA1178'ENTRANCE TO A WHITE WAREHOUSE BUILDING (NEXT DOOR TO COMMUNITY EA1178'CHEVROLET). EA1178' EA1178'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1178'CHEVY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1178'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1178' EA1178'MARK IS 38.0 FT E OF C/L OF U.S. 17. EA1178' EA1178'19.6 FT S OF C/L OF DRIVEWAY TO WAREHOUSE BUILDING. EA1178' EA1178'11.6 FT SE OF 15 INCH DRAIN PIPE (S END) UNDER DRIVE. EA1178' EA1178'87.7 FT W OF NW CORNER OF WAREHOUSE BUILDING. EA1178' EA1178'62.6 FT S OF A POLE IN CAR LOT WITH ALUMINUM REF. TAG. EA1178' EA1178'175.0 FT S OF COMMUNITY CHEVROLET SIGN. EA1178 EA1178 STATION RECOVERY (1979) EA1178 EA1178'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1178'IN MAYSVILLE. EA1178'0.25 MILE SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN EA1178'MAYSVILLE, AT ENTRANCE TO A GRAY BRICK WAREHOUSE, 11.6 FEET EA1178'SOUTHEAST OF THE SOUTH END OF A 15 INCH CULVERT UNDER DRIVE, EA1178'45.4 FEET WEST OF NORTHWEST CORNER OF WAREHOUSE, 62.6 FEET SOUTH EA1178'OF A POST IN CAR LOT WITH REFERENCE TAG AND 175.0 FEET SOUTH OF EA1178'COMMUNITY CHEVROLET SIGN. EA1178'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1178 EA1178 STATION RECOVERY (1982) EA1178 EA1178'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EA1178'RECOVERED IN GOOD CONDITION. EA1178 EA1178 STATION RECOVERY (1991) EA1178 EA1178'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA1178'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2427 *********************************************************************** EY2427 DESIGNATION - CHURCHJO EY2427 PID - EY2427 EY2427 STATE/COUNTY- NC/JONES EY2427 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2427 EY2427 *CURRENT SURVEY CONTROL EY2427 ___________________________________________________________________ EY2427* NAD 83(1986)- 35 01 57.35110(N) 077 27 38.84031(W) ADJUSTED EY2427* NAVD 88 - 15.8 (meters) 52. (feet) VERTCON EY2427 ___________________________________________________________________ EY2427 LAPLACE CORR- -2.72 (seconds) DEFLEC99 EY2427 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2427 EY2427 HORZ ORDER - SECOND EY2427 EY2427.The North Carolina HARNS have been completed but, EY2427.due to contractual restrictions, coordinates for these stations EY2427.will NOT be published in the near future. In the interim, the EY2427.published coordinates in North Carolina will not be EY2427.consistent with the Continuously Operating Reference Stations EY2427.(CORS). The HARN coordinates for these stations are available EY2427.upon request. Contact Gary Thompson(919-733-3836). EY2427. EY2427.In addition, the published North Carolina positions EY2427.(NAD 83 (1986)) are NOT consistent with those determined in EY2427.adjacent state readjustments. The discontinuity between stations EY2427.located in North Carolina and those in adjacent states EY2427.which have been adjusted to the HARN may be as much as 5 EY2427.decimeters. This will result in a significant loss of accuracy EY2427.over lines crossing such state borders. EY2427 EY2427 EY2427.The horizontal coordinates were established by classical geodetic methods EY2427.and adjusted by the National Geodetic Survey in July 1986. EY2427 EY2427.The NAVD 88 height was computed by applying the VERTCON shift value to EY2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2427 EY2427.The Laplace correction was computed from DEFLEC99 derived deflections. EY2427 EY2427.The geoid height was determined by GEOID03. EY2427 EY2427; North East Units Scale Factor Converg. EY2427;SPC NC - 143,367.357 750,034.730 MT 0.99987987 +0 53 18.2 EY2427;SPC NC - 470,364.40 2,460,738.94 sFT 0.99987987 +0 53 18.2 EY2427;UTM 18 - 3,879,426.310 275,514.297 MT 1.00022112 -1 24 47.5 EY2427 EY2427! - Elev Factor x Scale Factor = Combined Factor EY2427!SPC NC - 1.00000329 x 0.99987987 = 0.99988316 EY2427!UTM 18 - 1.00000329 x 1.00022112 = 1.00022441 EY2427 EY2427: Primary Azimuth Mark Grid Az EY2427:SPC NC - FOY 001 01 01.8 EY2427:UTM 18 - FOY 003 19 07.5 EY2427 EY2427|---------------------------------------------------------------------| EY2427| PID Reference Object Distance Geod. Az | EY2427| dddmmss.s | EY2427| EY2426 FOY APPROX. 0.7 KM 0015420.0 | EY2427| EY2428 GAMA 447.943 METERS 2164800.2 | EY2427|---------------------------------------------------------------------| EY2427 EY2427 SUPERSEDED SURVEY CONTROL EY2427 EY2427 NAD 27 - 35 01 56.77412(N) 077 27 39.97327(W) AD( ) 2 EY2427 NGVD 29 (07/19/86) 16.1 (m) 53. (f) VERT ANG EY2427 EY2427.Superseded values are not recommended for survey control. EY2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2427.See file dsdata.txt to determine how the superseded data were derived. EY2427 EY2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7551479426(NAD 83) EY2427_MARKER: DE = TRAVERSE STATION DISK EY2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2427_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2427_STAMPING: CHURCHJO 1975 EY2427_MARK LOGO: NCGS EY2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2427+STABILITY: SURFACE MOTION EY2427 EY2427 HISTORY - Date Condition Report By EY2427 HISTORY - 1975 MONUMENTED NCGS EY2427 EY2427 STATION DESCRIPTION EY2427 EY2427'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2427'CHURCHJO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2427'IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2427' EY2427'CHURCHJO IS LOCATED APPROXIMATELY 6.5 MILES WSW OF TRENTON (JONES EY2427'COUNTY) AND 10.3 MILES NNE OF RICHLANDS (ONSLOW COUNTY). TO EY2427'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2427'WEST ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 EY2427'AND SR 1300, THENCE SOUTHWEST ALONG NC 41 FOR 4.95 MILES TO EY2427'STATION ON LEFT NEAR WOODS EDGE, AND ABOUT 250 FEET EAST OF AND EY2427'ACROSS ROAD FROM ACADEMY GREEN CHURCH. EY2427' EY2427'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2427'CHURCHJO 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2427'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EY2427' EY2427'MARK IS 73.0 FT ESE OF C/L OF NC 41 EY2427' EY2427'28.0 FT S OF PP 276 EY2427' EY2427'20.2 FT N OF 4 INCH DOGWOOD WITH ALUMINUM REF. TAG EY2427' EY2427'35.4 FT SW OF 8 INCH PINE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4664 *********************************************************************** AH4664 DESIGNATION - CLUB AH4664 PID - AH4664 AH4664 STATE/COUNTY- NC/JONES AH4664 USGS QUAD - TRENTON (1982) AH4664 AH4664 *CURRENT SURVEY CONTROL AH4664 ___________________________________________________________________ AH4664* NAD 83(1986)- 35 02 13.67849(N) 077 20 40.97807(W) ADJUSTED AH4664* NAVD 88 - 12.8 (meters) 42. (feet) VERTCON AH4664 ___________________________________________________________________ AH4664 LAPLACE CORR- -2.30 (seconds) DEFLEC99 AH4664 GEOID HEIGHT- -36.93 (meters) GEOID03 AH4664 AH4664 HORZ ORDER - SECOND AH4664 AH4664.The North Carolina HARNS have been completed but, AH4664.due to contractual restrictions, coordinates for these stations AH4664.will NOT be published in the near future. In the interim, the AH4664.published coordinates in North Carolina will not be AH4664.consistent with the Continuously Operating Reference Stations AH4664.(CORS). The HARN coordinates for these stations are available AH4664.upon request. Contact Gary Thompson(919-733-3836). AH4664. AH4664.In addition, the published North Carolina positions AH4664.(NAD 83 (1986)) are NOT consistent with those determined in AH4664.adjacent state readjustments. The discontinuity between stations AH4664.located in North Carolina and those in adjacent states AH4664.which have been adjusted to the HARN may be as much as 5 AH4664.decimeters. This will result in a significant loss of accuracy AH4664.over lines crossing such state borders. AH4664 AH4664 AH4664.The horizontal coordinates were established by classical geodetic methods AH4664.and adjusted by the National Geodetic Survey in October 1998. AH4664 AH4664.The NAVD 88 height was computed by applying the VERTCON shift value to AH4664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4664 AH4664.The Laplace correction was computed from DEFLEC99 derived deflections. AH4664 AH4664.The geoid height was determined by GEOID03. AH4664 AH4664; North East Units Scale Factor Converg. AH4664;SPC NC - 144,040.782 760,615.571 MT 0.99987957 +0 57 19.4 AH4664;SPC NC - 472,573.80 2,495,452.92 sFT 0.99987957 +0 57 19.4 AH4664;UTM 18 - 3,879,674.310 286,116.961 MT 1.00016383 -1 20 47.9 AH4664 AH4664! - Elev Factor x Scale Factor = Combined Factor AH4664!SPC NC - 1.00000379 x 0.99987957 = 0.99988336 AH4664!UTM 18 - 1.00000379 x 1.00016383 = 1.00016763 AH4664 AH4664: Primary Azimuth Mark Grid Az AH4664:SPC NC - TRENTON NORTH TV WCTI TOWER 004 46 27.7 AH4664:UTM 18 - TRENTON NORTH TV WCTI TOWER 007 04 35.0 AH4664 AH4664|---------------------------------------------------------------------| AH4664| PID Reference Object Distance Geod. Az | AH4664| dddmmss.s | AH4664| AH4658 TRENTON NORTH TV WCTI TOWER APPROX. 7.5 KM 0054347.1 | AH4664|---------------------------------------------------------------------| AH4664 AH4664 SUPERSEDED SURVEY CONTROL AH4664 AH4664 NGVD 29 (10/29/98) 13.1 (m) 43. (f) VERT ANG AH4664 AH4664.Superseded values are not recommended for survey control. AH4664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4664.See file dsdata.txt to determine how the superseded data were derived. AH4664 AH4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8611779674(NAD 83) AH4664_MARKER: DE = TRAVERSE STATION DISK AH4664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4664_STAMPING: CLUB 1982 AH4664_MARK LOGO: NCGS AH4664_PROJECTION: FLUSH AH4664_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4664+STABILITY: SURFACE MOTION AH4664 AH4664 HISTORY - Date Condition Report By AH4664 HISTORY - 1982 MONUMENTED NCGS AH4664 AH4664 STATION DESCRIPTION AH4664 AH4664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4664'STATION IS LOCATED ABOUT 3.54 KM (2.20 MI) EAST OF TRENTON AND 12.71 AH4664'KM (7.90 MI) WEST OF POLLOCKSVILLE. ALONG NC 58 FOR 3.38 KM (2.10 MI) AH4664'SOUTH FROM NC 41 (AT THE COURTHOUSE) IN TRENTON, AND 0.64 KM (0.40 MI) AH4664'NORTHWEST OF SR 1325, ON THE SOUTHWEST SIDE OF THE HIGHWAY, AT THE AH4664'EAST CORNER OF THE WOODS, ABOUT 76.2 M (250.0 FT) NORTHWEST OF A AH4664'TWO-STORY FRAME HOUSE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED AH4664'15.1 M (49.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.4 M AH4664'(96.5 FT) SOUTH OF THE EAST END OF A FIELD ENTRANCE CULVERT ACROSS THE AH4664'HIGHWAY, 40.8 M (133.9 FT) NORTHWEST OF THE PROLONGATION OF A DRIVE TO AH4664'A BRICK HOUSE ACROSS THE HIGHWAY--AND 31.8 M (104.3 FT) NORTHWEST OF A AH4664'SUPPORT POLE, 6.1 M (20.0 FT) NORTHEAST OF A 15-INCH PINE, 7.8 M (25.6 AH4664'FT) EAST OF A 6-INCH PINE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2585 *********************************************************************** EY2585 DESIGNATION - COMFORT EY2585 PID - EY2585 EY2585 STATE/COUNTY- NC/JONES EY2585 USGS QUAD - COMFORT (1980) EY2585 EY2585 *CURRENT SURVEY CONTROL EY2585 ___________________________________________________________________ EY2585* NAD 83(1986)- 35 00 20.92721(N) 077 30 32.39326(W) ADJUSTED EY2585* NAVD 88 - 16.4 (meters) 54. (feet) VERTCON EY2585 ___________________________________________________________________ EY2585 LAPLACE CORR- -2.81 (seconds) DEFLEC99 EY2585 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2585 EY2585 HORZ ORDER - SECOND EY2585 EY2585.The North Carolina HARNS have been completed but, EY2585.due to contractual restrictions, coordinates for these stations EY2585.will NOT be published in the near future. In the interim, the EY2585.published coordinates in North Carolina will not be EY2585.consistent with the Continuously Operating Reference Stations EY2585.(CORS). The HARN coordinates for these stations are available EY2585.upon request. Contact Gary Thompson(919-733-3836). EY2585. EY2585.In addition, the published North Carolina positions EY2585.(NAD 83 (1986)) are NOT consistent with those determined in EY2585.adjacent state readjustments. The discontinuity between stations EY2585.located in North Carolina and those in adjacent states EY2585.which have been adjusted to the HARN may be as much as 5 EY2585.decimeters. This will result in a significant loss of accuracy EY2585.over lines crossing such state borders. EY2585 EY2585 EY2585.The horizontal coordinates were established by classical geodetic methods EY2585.and adjusted by the National Geodetic Survey in July 1986. EY2585 EY2585.The NAVD 88 height was computed by applying the VERTCON shift value to EY2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2585 EY2585.The Laplace correction was computed from DEFLEC99 derived deflections. EY2585 EY2585.The geoid height was determined by GEOID03. EY2585 EY2585; North East Units Scale Factor Converg. EY2585;SPC NC - 140,329.427 745,681.215 MT 0.99988175 +0 51 38.0 EY2585;SPC NC - 460,397.46 2,446,455.79 sFT 0.99988175 +0 51 38.0 EY2585;UTM 18 - 3,876,564.613 271,040.742 MT 1.00024613 -1 26 23.8 EY2585 EY2585! - Elev Factor x Scale Factor = Combined Factor EY2585!SPC NC - 1.00000319 x 0.99988175 = 0.99988494 EY2585!UTM 18 - 1.00000319 x 1.00024613 = 1.00024932 EY2585 EY2585: Primary Azimuth Mark Grid Az EY2585:SPC NC - JENKINS 084 29 41.8 EY2585:UTM 18 - JENKINS 086 47 43.6 EY2585 EY2585|---------------------------------------------------------------------| EY2585| PID Reference Object Distance Geod. Az | EY2585| dddmmss.s | EY2585| EY2430 JENKINS APPROX. 1.2 KM 0852119.8 | EY2585| EY2586 PHILYAW APPROX. 0.5 KM 2580849.2 | EY2585|---------------------------------------------------------------------| EY2585 EY2585 SUPERSEDED SURVEY CONTROL EY2585 EY2585 NAD 27 - 35 00 20.34610(N) 077 30 33.51924(W) AD( ) 2 EY2585 NGVD 29 (07/19/86) 16.7 (m) 55. (f) VERT ANG EY2585 EY2585.Superseded values are not recommended for survey control. EY2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2585.See file dsdata.txt to determine how the superseded data were derived. EY2585 EY2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7104176565(NAD 83) EY2585_MARKER: DE = TRAVERSE STATION DISK EY2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2585_STAMPING: COMFORT 1975 EY2585_MARK LOGO: NCGS EY2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2585+STABILITY: SURFACE MOTION EY2585 EY2585 HISTORY - Date Condition Report By EY2585 HISTORY - 1975 MONUMENTED NCGS EY2585 HISTORY - 19941110 GOOD USPSQD EY2585 EY2585 STATION DESCRIPTION EY2585 EY2585'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2585'COMFORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2585'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2585' EY2585'COMFORT IS LOCATED APPROXIMATELY 7.6 MILES NORTH OF RICHLANDS, EY2585'AND 9.6 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION EY2585'OF U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2585'ALONG NC 41 FOR 7.95 MILES TO STATION ON LEFT, AT SOUTH END OF A EY2585'YARD BOUNDARY HEDGE NEAR BATTLES RECAPPING SHOP, AND 0.6 MILE EY2585'WEST OF Y-INTERSECTION WITH SR 1003 IN COMFORT. EY2585' EY2585'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2585'COMFORT 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2585'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2585' EY2585'MARK IS 27.3 FT N OF C/L OF NC 41 EY2585' EY2585'70.0 FT E OF PROJECTION OF C/L OF SR 1135 WITH ENTRANCE TO SCHOOL EY2585' EY2585'44.7 FT E OF AN 18 IN CULVERT EY2585' EY2585'29.9 FT E OF TELEPHONE PEDESTAL 60 EY2585' EY2585'50.8 FT N OF 24 IN OAK TREE WITH ALUMINUM REF. TAG EY2585' EY2585'61.2 FT SW OF SW CORNER OF BATTLES RECAPPING SHOP EY2585' EY2585'67.5 FT S OF 36 IN ELM TREE WITH ALUMINUM REF. TAG EY2585 EY2585 STATION RECOVERY (1994) EY2585 EY2585'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2585'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2600 *********************************************************************** EY2600 DESIGNATION - COMMUNITY EY2600 PID - EY2600 EY2600 STATE/COUNTY- NC/JONES EY2600 USGS QUAD - PINK HILL (1980) EY2600 EY2600 *CURRENT SURVEY CONTROL EY2600 ___________________________________________________________________ EY2600* NAD 83(1986)- 35 01 31.11123(N) 077 38 14.88071(W) ADJUSTED EY2600* NAVD 88 - 23.3 (meters) 76. (feet) VERTCON EY2600 ___________________________________________________________________ EY2600 LAPLACE CORR- -3.70 (seconds) DEFLEC99 EY2600 GEOID HEIGHT- -36.40 (meters) GEOID03 EY2600 EY2600 HORZ ORDER - SECOND EY2600 EY2600.The North Carolina HARNS have been completed but, EY2600.due to contractual restrictions, coordinates for these stations EY2600.will NOT be published in the near future. In the interim, the EY2600.published coordinates in North Carolina will not be EY2600.consistent with the Continuously Operating Reference Stations EY2600.(CORS). The HARN coordinates for these stations are available EY2600.upon request. Contact Gary Thompson(919-733-3836). EY2600. EY2600.In addition, the published North Carolina positions EY2600.(NAD 83 (1986)) are NOT consistent with those determined in EY2600.adjacent state readjustments. The discontinuity between stations EY2600.located in North Carolina and those in adjacent states EY2600.which have been adjusted to the HARN may be as much as 5 EY2600.decimeters. This will result in a significant loss of accuracy EY2600.over lines crossing such state borders. EY2600 EY2600 EY2600.The horizontal coordinates were established by classical geodetic methods EY2600.and adjusted by the National Geodetic Survey in July 1986. EY2600 EY2600.The NAVD 88 height was computed by applying the VERTCON shift value to EY2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2600 EY2600.The Laplace correction was computed from DEFLEC99 derived deflections. EY2600 EY2600.The geoid height was determined by GEOID03. EY2600 EY2600; North East Units Scale Factor Converg. EY2600;SPC NC - 142,323.301 733,927.286 MT 0.99988036 +0 47 11.1 EY2600;SPC NC - 466,939.03 2,407,893.10 sFT 0.99988036 +0 47 11.1 EY2600;UTM 18 - 3,879,029.709 259,371.679 MT 1.00031367 -1 30 52.1 EY2600 EY2600! - Elev Factor x Scale Factor = Combined Factor EY2600!SPC NC - 1.00000206 x 0.99988036 = 0.99988242 EY2600!UTM 18 - 1.00000206 x 1.00031367 = 1.00031573 EY2600 EY2600: Primary Azimuth Mark Grid Az EY2600:SPC NC - COTTERMAN 170 34 15.8 EY2600:UTM 18 - COTTERMAN 172 52 19.0 EY2600 EY2600|---------------------------------------------------------------------| EY2600| PID Reference Object Distance Geod. Az | EY2600| dddmmss.s | EY2600| EY2598 COTTERMAN APPROX. 0.6 KM 1712126.9 | EY2600|---------------------------------------------------------------------| EY2600 EY2600 SUPERSEDED SURVEY CONTROL EY2600 EY2600 NAD 27 - 35 01 30.52365(N) 077 38 15.98800(W) AD( ) 2 EY2600 NGVD 29 (07/19/86) 23.6 (m) 77. (f) VERT ANG EY2600 EY2600.Superseded values are not recommended for survey control. EY2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2600.See file dsdata.txt to determine how the superseded data were derived. EY2600 EY2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5937279030(NAD 83) EY2600_MARKER: DE = TRAVERSE STATION DISK EY2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2600_STAMPING: COMMUNITY 1975 EY2600_MARK LOGO: NCGS EY2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2600+STABILITY: SURFACE MOTION EY2600 EY2600 HISTORY - Date Condition Report By EY2600 HISTORY - 1975 MONUMENTED NCGS EY2600 EY2600 STATION DESCRIPTION EY2600 EY2600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2600'COMMUNITY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2600'IN THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EY2600' EY2600'COMMUNITY IS LOCATED APPROXIMATELY 10.4 MILES NE OF BEULAVILLE, EY2600'16.4 MILES WEST OF TRENTON, AND 17.2 MILES SOUTH OF KINSTON. TO EY2600'REACH STATION FROM INTERSECTION OF U.S. 258 WITH NC 41 AT HARGETTS EY2600'STORE CROSSROADS, PROCEED NORTH ALONG U.S. 258 FOR 1.6 MILES TO EY2600'STATION ON LEFT, AND ON THE GROUNDS OF GREAT BRANCH COMMUNITY EY2600'CHURCH, AT THE BRICK SIGN AT THE EAST END OF THE CHURCH. EY2600' EY2600'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2600'COMMUNITY 1975, SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH EY2600'THE SURFACE OF THE GROUND. EY2600' EY2600'MARK IS 45.5 FT W OF C/L OF U.S. 258 EY2600' EY2600'2.0 FT E OF EAST END OF A BRICK CHURCH SIGN EY2600' EY2600'9.5 FT S OF WALK TO THE CHURCH DOOR EY2600' EY2600'13.9 FT SW OF THE SOUTH END OF AN 18 IN CULVERT EY2600' EY2600'66.7 FT NE OF PP WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2594 *********************************************************************** EY2594 DESIGNATION - COOMBS EY2594 PID - EY2594 EY2594 STATE/COUNTY- NC/JONES EY2594 USGS QUAD - COMFORT (1980) EY2594 EY2594 *CURRENT SURVEY CONTROL EY2594 ___________________________________________________________________ EY2594* NAD 83(1986)- 35 03 44.52369(N) 077 31 10.62198(W) ADJUSTED EY2594* NAVD 88 - 21.3 (meters) 70. (feet) VERTCON EY2594 ___________________________________________________________________ EY2594 LAPLACE CORR- -3.29 (seconds) DEFLEC99 EY2594 GEOID HEIGHT- -36.59 (meters) GEOID03 EY2594 EY2594 HORZ ORDER - SECOND EY2594 EY2594.The North Carolina HARNS have been completed but, EY2594.due to contractual restrictions, coordinates for these stations EY2594.will NOT be published in the near future. In the interim, the EY2594.published coordinates in North Carolina will not be EY2594.consistent with the Continuously Operating Reference Stations EY2594.(CORS). The HARN coordinates for these stations are available EY2594.upon request. Contact Gary Thompson(919-733-3836). EY2594. EY2594.In addition, the published North Carolina positions EY2594.(NAD 83 (1986)) are NOT consistent with those determined in EY2594.adjacent state readjustments. The discontinuity between stations EY2594.located in North Carolina and those in adjacent states EY2594.which have been adjusted to the HARN may be as much as 5 EY2594.decimeters. This will result in a significant loss of accuracy EY2594.over lines crossing such state borders. EY2594 EY2594 EY2594.The horizontal coordinates were established by classical geodetic methods EY2594.and adjusted by the National Geodetic Survey in July 1986. EY2594 EY2594.The NAVD 88 height was computed by applying the VERTCON shift value to EY2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2594 EY2594.The Laplace correction was computed from DEFLEC99 derived deflections. EY2594 EY2594.The geoid height was determined by GEOID03. EY2594 EY2594; North East Units Scale Factor Converg. EY2594;SPC NC - 146,587.703 744,618.559 MT 0.99987803 +0 51 16.0 EY2594;SPC NC - 480,929.82 2,442,969.39 sFT 0.99987803 +0 51 16.0 EY2594;UTM 18 - 3,882,862.836 270,229.964 MT 1.00025071 -1 26 53.1 EY2594 EY2594! - Elev Factor x Scale Factor = Combined Factor EY2594!SPC NC - 1.00000241 x 0.99987803 = 0.99988044 EY2594!UTM 18 - 1.00000241 x 1.00025071 = 1.00025312 EY2594 EY2594 SUPERSEDED SURVEY CONTROL EY2594 EY2594 NAD 27 - 35 03 43.92645(N) 077 31 11.75133(W) AD( ) 2 EY2594 NGVD 29 (07/19/86) 21.6 (m) 71. (f) VERT ANG EY2594 EY2594.Superseded values are not recommended for survey control. EY2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2594.See file dsdata.txt to determine how the superseded data were derived. EY2594 EY2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7023082863(NAD 83) EY2594_MARKER: DS = TRIANGULATION STATION DISK EY2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2594 EY2594 HISTORY - Date Condition Report By EY2594 HISTORY - 1976 MONUMENTED NGS EY2594 EY2594 STATION DESCRIPTION EY2594 EY2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2594'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF THE EY2594'JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 58 IN THE EAST EDGE EY2594'OF KINSTON, 11-1/2 MILES EAST-SOUTHEAST OF DEEP RUN, 9 MILES WEST EY2594'OF TRENTON AND AT THE JUNCTION OF COUNTY ROADS 1157 AND 1130. IT EY2594'IS ON THE ROAD RIGHT-OF-WAY. EY2594' EY2594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND EY2594'STATE HIGHWAY 58 IN THE EAST EDGE OF KINSTON, GO SOUTHEAST ON EY2594'STATE HIGHWAY 58 FOR 6.35 MILES TO THE LENOIR-JONES COUNTY EY2594'LINE. CONTINUE SOUTHEAST ON HIGHWAY 58 FOR 1.7 MILES TO A EY2594'CROSSROAD, TURN RIGHT AND GO SOUTH ON COUNTY ROAD 1157 FOR 3.7 EY2594'MILES TO A T-ROAD, WHICH IS COUNTY ROAD 1130, AND THE STATION EY2594'ON THE LEFT AS DESCRIBED. EY2594' EY2594'THE STATION MARK IS A STANDARD DISK STAMPED COOMBS 1976, SET IN EY2594'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH EY2594'WITH THE GROUND SURFACE. IT IS 115 FEET NORTHEAST OF THE CENTER EY2594'OF THE JUNCTION OF COUNTY ROADS 1157 AND 1130, 52.5 FEET SOUTH OF EY2594'POWER LINE POLE NUMBER C 127, 24 FEET WEST OF A 20-INCH PINE TREE EY2594'AND 19.4 FEET SOUTHWEST OF A METAL WITNESS POST. THERE WAS NO EY2594'UNDERGROUND MARK SET FOR THIS STATION DUE TO A LARGE AMOUNT OF EY2594'WATER IN THE MARK HOLE. EY2594' EY2594'REFERENCE MARK 1, STAMPED COOMBS NO 1 1976, IS A STANDARD DISK EY2594'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH EY2594'IS FLUSH WITH THE GROUND SURFACE. IT IS 42 FEET NORTH OF THE EY2594'CENTERLINE OF COUNTY ROAD 1130, 17 FEET SOUTH-SOUTHEAST OF THE EY2594'20-INCH PINE TREE AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST. EY2594' EY2594'REFERENCE MARK 2, STAMPED COOMBS NO 2 1976, IS A STANDARD DISK EY2594'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH EY2594'IS FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET SOUTHEAST OF THE EY2594'CENTER LINE OF COUNTY ROAD 1157, 18 FEET NORTHWEST OF A 22-INCH EY2594'PINE TREE, 4.1 FEET NORTHEAST OF A METAL WITNESS POST AND 2.4 EY2594'FEET SOUTH OF POWER LINE POLE NUMBER C 127. EY2594' EY2594'THIS STATION WAS INTERSECTED AND MEASURED TO FROM STATIONS WILLIAMS EY2594'RM 4 AND TRENT, BY USE OF A PORTABLE TOWER. EY2594' EY2594'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4165 *********************************************************************** EY4165 DESIGNATION - CORE EY4165 PID - EY4165 EY4165 STATE/COUNTY- NC/JONES EY4165 USGS QUAD - DOVER (1982) EY4165 EY4165 *CURRENT SURVEY CONTROL EY4165 ___________________________________________________________________ EY4165* NAD 83(1986)- 35 10 30.72399(N) 077 22 42.86285(W) ADJUSTED EY4165* NAVD 88 - 15.6 (meters) 51. (feet) VERTCON EY4165 ___________________________________________________________________ EY4165 LAPLACE CORR- -2.75 (seconds) DEFLEC99 EY4165 GEOID HEIGHT- -36.66 (meters) GEOID03 EY4165 EY4165 HORZ ORDER - SECOND EY4165 EY4165.The North Carolina HARNS have been completed but, EY4165.due to contractual restrictions, coordinates for these stations EY4165.will NOT be published in the near future. In the interim, the EY4165.published coordinates in North Carolina will not be EY4165.consistent with the Continuously Operating Reference Stations EY4165.(CORS). The HARN coordinates for these stations are available EY4165.upon request. Contact Gary Thompson(919-733-3836). EY4165. EY4165.In addition, the published North Carolina positions EY4165.(NAD 83 (1986)) are NOT consistent with those determined in EY4165.adjacent state readjustments. The discontinuity between stations EY4165.located in North Carolina and those in adjacent states EY4165.which have been adjusted to the HARN may be as much as 5 EY4165.decimeters. This will result in a significant loss of accuracy EY4165.over lines crossing such state borders. EY4165 EY4165 EY4165.The horizontal coordinates were established by classical geodetic methods EY4165.and adjusted by the National Geodetic Survey in August 1990. EY4165 EY4165.The NAVD 88 height was computed by applying the VERTCON shift value to EY4165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4165 EY4165.The Laplace correction was computed from DEFLEC99 derived deflections. EY4165 EY4165.The geoid height was determined by GEOID03. EY4165 EY4165; North East Units Scale Factor Converg. EY4165;SPC NC - 159,303.496 757,276.880 MT 0.99987348 +0 56 09.0 EY4165;SPC NC - 522,648.22 2,484,499.23 sFT 0.99987348 +0 56 09.0 EY4165;UTM 18 - 3,895,063.459 283,393.831 MT 1.00017826 -1 22 14.8 EY4165 EY4165! - Elev Factor x Scale Factor = Combined Factor EY4165!SPC NC - 1.00000330 x 0.99987348 = 0.99987678 EY4165!UTM 18 - 1.00000330 x 1.00017826 = 1.00018156 EY4165 EY4165: Primary Azimuth Mark Grid Az EY4165:SPC NC - DOVCOV 127 46 45.7 EY4165:UTM 18 - DOVCOV 130 05 09.5 EY4165 EY4165|---------------------------------------------------------------------| EY4165| PID Reference Object Distance Geod. Az | EY4165| dddmmss.s | EY4165| EY4168 DOVCOV APPROX. 2.6 KM 1284254.7 | EY4165| AH7371 CORE TEMP HUB 2 76.409 METERS 34139 | EY4165|---------------------------------------------------------------------| EY4165 EY4165 SUPERSEDED SURVEY CONTROL EY4165 EY4165 NGVD 29 (08/13/90) 16.0 (m) 52. (f) VERT ANG EY4165 EY4165.Superseded values are not recommended for survey control. EY4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4165.See file dsdata.txt to determine how the superseded data were derived. EY4165 EY4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8339495063(NAD 83) EY4165_MARKER: DE = TRAVERSE STATION DISK EY4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4165_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4165_STAMPING: CORE 1978 EY4165_MARK LOGO: NCGS EY4165_PROJECTION: FLUSH EY4165_MAGNETIC: N = NO MAGNETIC MATERIAL EY4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4165+STABILITY: SURFACE MOTION EY4165 EY4165 HISTORY - Date Condition Report By EY4165 HISTORY - 1978 MONUMENTED NCGS EY4165 HISTORY - 1985 GOOD USPSQD EY4165 HISTORY - 1989 GOOD USPSQD EY4165 HISTORY - 19900321 GOOD NCGS EY4165 HISTORY - 19910604 GOOD USPSQD EY4165 HISTORY - 19990328 GOOD USPSQD EY4165 EY4165 STATION DESCRIPTION EY4165 EY4165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4165'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES SOUTHWEST OF COVE CITY EY4165'AND 4.3 MILES SOUTHEAST OF DOVER. EY4165' EY4165'TO REACH STATION FROM THE SR 1001 OVERPASS OF US 70 BYPASS NORTH OF EY4165'TRENTON, PROCEED WESTERLY ALONG US 70 BYPASS FOR 3.35 MILES TO STATION EY4165'IN THE LEFT SHOULDER AT A CONCRETE HEADWALL AND 5.35 MILES SOUTHEAST EY4165'OF THE INTERSECTION WITH SR 1005 AT DOVER. EY4165' EY4165'STATION MARK IS A STANDARD DISK STAMPED---CORE 1978---, SET IN TOP OF EY4165'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE EY4165'MARK IS 38.4 FEET SOUHTWEST OF CENTERLINE OF EAST BOUND LANES, 27.2 EY4165'FEET EAST-NORTHEAST OF NORTHWEST END OF HEADWALL, 26.3 FEET NORTH- EY4165'NORTHEAST OF SOUTHEAST END OF HEADWALL, 13.3 FEET SOUTH-SOUTHWEST OF EY4165'REFLECTOR POST AND 95.3 FEET NORTH-NORTHEAST OF CENTER BRACE FENCE EY4165'POST WITH REFERENCE TAG. EY4165 EY4165 STATION RECOVERY (1985) EY4165 EY4165'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4165'RECOVERED IN GOOD CONDITION. EY4165 EY4165 STATION RECOVERY (1989) EY4165 EY4165'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY4165'RECOVERED IN GOOD CONDITION. EY4165 EY4165 STATION RECOVERY (1990) EY4165 EY4165'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4165'RECOVERED AS DESCRIBED. EY4165 EY4165 STATION RECOVERY (1991) EY4165 EY4165'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4165'RECOVERED IN GOOD CONDITION. EY4165 EY4165 STATION RECOVERY (1999) EY4165 EY4165'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4165'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4668 *********************************************************************** AH4668 DESIGNATION - CORN AH4668 PID - AH4668 AH4668 STATE/COUNTY- NC/JONES AH4668 USGS QUAD - TRENTON (1982) AH4668 AH4668 *CURRENT SURVEY CONTROL AH4668 ___________________________________________________________________ AH4668* NAD 83(1986)- 35 00 16.95664(N) 077 16 43.68068(W) ADJUSTED AH4668* NAVD 88 - 10.08 (+/-2cm) 33.1 (feet) VERTCON AH4668 ___________________________________________________________________ AH4668 LAPLACE CORR- -2.64 (seconds) DEFLEC99 AH4668 GEOID HEIGHT- -37.07 (meters) GEOID03 AH4668 AH4668 HORZ ORDER - SECOND AH4668 VERT ORDER - THIRD ? (See Below) AH4668 AH4668.The North Carolina HARNS have been completed but, AH4668.due to contractual restrictions, coordinates for these stations AH4668.will NOT be published in the near future. In the interim, the AH4668.published coordinates in North Carolina will not be AH4668.consistent with the Continuously Operating Reference Stations AH4668.(CORS). The HARN coordinates for these stations are available AH4668.upon request. Contact Gary Thompson(919-733-3836). AH4668. AH4668.In addition, the published North Carolina positions AH4668.(NAD 83 (1986)) are NOT consistent with those determined in AH4668.adjacent state readjustments. The discontinuity between stations AH4668.located in North Carolina and those in adjacent states AH4668.which have been adjusted to the HARN may be as much as 5 AH4668.decimeters. This will result in a significant loss of accuracy AH4668.over lines crossing such state borders. AH4668 AH4668 AH4668.The horizontal coordinates were established by classical geodetic methods AH4668.and adjusted by the National Geodetic Survey in October 1998. AH4668 AH4668.The NAVD 88 height was computed by applying the VERTCON shift value to AH4668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4668.The vertical order pertains to the NGVD 29 superseded value. AH4668 AH4668.The Laplace correction was computed from DEFLEC99 derived deflections. AH4668 AH4668.The geoid height was determined by GEOID03. AH4668 AH4668; North East Units Scale Factor Converg. AH4668;SPC NC - 140,547.013 766,690.959 MT 0.99988184 +0 59 36.3 AH4668;SPC NC - 461,111.33 2,515,385.25 sFT 0.99988184 +0 59 36.3 AH4668;UTM 18 - 3,875,938.378 292,048.729 MT 1.00013299 -1 18 27.7 AH4668 AH4668! - Elev Factor x Scale Factor = Combined Factor AH4668!SPC NC - 1.00000424 x 0.99988184 = 0.99988608 AH4668!UTM 18 - 1.00000424 x 1.00013299 = 1.00013723 AH4668 AH4668 SUPERSEDED SURVEY CONTROL AH4668 AH4668 NGVD 29 (10/29/98) 10.40 (m) 34.1 (f) LEVELING 3 AH4668 AH4668.Superseded values are not recommended for survey control. AH4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4668.See file dsdata.txt to determine how the superseded data were derived. AH4668 AH4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9204975938(NAD 83) AH4668_MARKER: DE = TRAVERSE STATION DISK AH4668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4668_STAMPING: CORN 1982 AH4668_MARK LOGO: NCGS AH4668_PROJECTION: FLUSH AH4668_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4668+STABILITY: SURFACE MOTION AH4668 AH4668 HISTORY - Date Condition Report By AH4668 HISTORY - 1982 MONUMENTED NCGS AH4668 AH4668 STATION DESCRIPTION AH4668 AH4668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4668'STATION IS LOCATED ABOUT 5.47 KM (3.40 MI) WEST OF POLLOCKSVILLE AND AH4668'10.78 KM (6.70 MI) EAST OF TRENTON. ALONG NC 58 FOR 5.07 KM (3.15 MI) AH4668'WEST FROM US 17, AND 0.64 KM (0.40 MI) NORTHWEST OF SR 1119, IN THE AH4668'NORTHEAST SHOULDER OF THE HIGHWAY, 0.24 KM (0.15 MI) SOUTHEAST OF A AH4668'HIGHWAY BRIDGE. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 6.1 M AH4668'(20.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41.3 M (135.5 AH4668'FT) SOUTHEAST OF THE PROLONGATION OF THE CENTERLINE OF A FIELD ROAD, AH4668'41.1 M (134.8 FT) EAST OF THE SOUTHEAST END OF A CULVERT, 35.0 M AH4668'(114.8 FT) NORTH OF A TELEPHONE PEDESTAL ACROSS HIGHWAY--AND 14.4 M AH4668'(47.2 FT) SOUTH OF A POWER POLE (61), 7.5 M (24.6 FT) NORTHWEST OF AN AH4668'ICE ON BRIDGE SIGN POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2601 *********************************************************************** EY2601 DESIGNATION - CORYARD EY2601 PID - EY2601 EY2601 STATE/COUNTY- NC/JONES EY2601 USGS QUAD - PINK HILL (1980) EY2601 EY2601 *CURRENT SURVEY CONTROL EY2601 ___________________________________________________________________ EY2601* NAD 83(1986)- 35 01 58.88280(N) 077 38 17.72446(W) ADJUSTED EY2601* NAVD 88 - 25.9 (meters) 85. (feet) VERTCON EY2601 ___________________________________________________________________ EY2601 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EY2601 GEOID HEIGHT- -36.38 (meters) GEOID03 EY2601 EY2601 HORZ ORDER - SECOND EY2601 EY2601.The North Carolina HARNS have been completed but, EY2601.due to contractual restrictions, coordinates for these stations EY2601.will NOT be published in the near future. In the interim, the EY2601.published coordinates in North Carolina will not be EY2601.consistent with the Continuously Operating Reference Stations EY2601.(CORS). The HARN coordinates for these stations are available EY2601.upon request. Contact Gary Thompson(919-733-3836). EY2601. EY2601.In addition, the published North Carolina positions EY2601.(NAD 83 (1986)) are NOT consistent with those determined in EY2601.adjacent state readjustments. The discontinuity between stations EY2601.located in North Carolina and those in adjacent states EY2601.which have been adjusted to the HARN may be as much as 5 EY2601.decimeters. This will result in a significant loss of accuracy EY2601.over lines crossing such state borders. EY2601 EY2601 EY2601.The horizontal coordinates were established by classical geodetic methods EY2601.and adjusted by the National Geodetic Survey in July 1986. EY2601 EY2601.The NAVD 88 height was computed by applying the VERTCON shift value to EY2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2601 EY2601.The Laplace correction was computed from DEFLEC99 derived deflections. EY2601 EY2601.The geoid height was determined by GEOID03. EY2601 EY2601; North East Units Scale Factor Converg. EY2601;SPC NC - 143,177.964 733,843.474 MT 0.99987984 +0 47 09.4 EY2601;SPC NC - 469,743.04 2,407,618.13 sFT 0.99987984 +0 47 09.4 EY2601;UTM 18 - 3,879,887.420 259,322.228 MT 1.00031396 -1 30 54.8 EY2601 EY2601! - Elev Factor x Scale Factor = Combined Factor EY2601!SPC NC - 1.00000165 x 0.99987984 = 0.99988149 EY2601!UTM 18 - 1.00000165 x 1.00031396 = 1.00031561 EY2601 EY2601: Primary Azimuth Mark Grid Az EY2601:SPC NC - COMMUNITY 174 23 57.3 EY2601:UTM 18 - COMMUNITY 176 42 01.5 EY2601 EY2601|---------------------------------------------------------------------| EY2601| PID Reference Object Distance Geod. Az | EY2601| dddmmss.s | EY2601| EY2600 COMMUNITY APPROX. 0.9 KM 1751106.7 | EY2601|---------------------------------------------------------------------| EY2601 EY2601 SUPERSEDED SURVEY CONTROL EY2601 EY2601 NAD 27 - 35 01 58.29416(N) 077 38 18.83160(W) AD( ) 2 EY2601 NGVD 29 (07/19/86) 26.2 (m) 86. (f) VERT ANG EY2601 EY2601.Superseded values are not recommended for survey control. EY2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2601.See file dsdata.txt to determine how the superseded data were derived. EY2601 EY2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5932279887(NAD 83) EY2601_MARKER: DE = TRAVERSE STATION DISK EY2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2601_STAMPING: CORYARD 1975 EY2601_MARK LOGO: NCGS EY2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2601+STABILITY: SURFACE MOTION EY2601 EY2601 HISTORY - Date Condition Report By EY2601 HISTORY - 1975 MONUMENTED NCGS EY2601 EY2601 STATION DESCRIPTION EY2601 EY2601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2601'CORYARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2601'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EY2601' EY2601'CORYARD IS LOCATED APPROXIMATELY 10.8 MILES NORTHEAST OF EY2601'BEULAVILLE, 16.3 MILES WEST OF TRENTON, AND 16.6 MILES SOUTH OF EY2601'KINSTON. TO REACH STATION FROM INTERSECTION OF U.S. 258 WITH NC 41 EY2601'AT HARGETTS STORE CROSSROADS, PROCEED NORTH ALONG U.S. 258 FOR EY2601'2.05 MILES TO STATION ON RIGHT NEAR THE NORTH ENTRANCE TO A YARD EY2601'AREA FOR A SMALL HOUSE, ACROSS ROAD FROM A T ROAD SIGN POST, EY2601'AND 0.1 MILE NORTH OF INTERSECTION WITH SR 1150 (E). EY2601' EY2601'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2601'CORYARD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2601'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2601' EY2601'MARK IS 29.4 FT E OF C/L OF U.S. 258 EY2601' EY2601'6.0 FT E OF SOUTH END OF AN 18 INCH CULVERT EY2601' EY2601'67.0 FT NW OF METER POLE WITH ALUMINUM REF. TAG EY2601' EY2601'74.2 FT N OF POWER POLE WITH ALUMINUM REF. TAG EY2601' EY2601'92.7 FT SW OF PP WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2598 *********************************************************************** EY2598 DESIGNATION - COTTERMAN EY2598 PID - EY2598 EY2598 STATE/COUNTY- NC/JONES EY2598 USGS QUAD - PINK HILL (1980) EY2598 EY2598 *CURRENT SURVEY CONTROL EY2598 ___________________________________________________________________ EY2598* NAD 83(1986)- 35 01 12.22211(N) 077 38 11.39072(W) ADJUSTED EY2598* NAVD 88 - 20.3 (meters) 67. (feet) VERTCON EY2598 ___________________________________________________________________ EY2598 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EY2598 GEOID HEIGHT- -36.41 (meters) GEOID03 EY2598 EY2598 HORZ ORDER - SECOND EY2598 EY2598.The North Carolina HARNS have been completed but, EY2598.due to contractual restrictions, coordinates for these stations EY2598.will NOT be published in the near future. In the interim, the EY2598.published coordinates in North Carolina will not be EY2598.consistent with the Continuously Operating Reference Stations EY2598.(CORS). The HARN coordinates for these stations are available EY2598.upon request. Contact Gary Thompson(919-733-3836). EY2598. EY2598.In addition, the published North Carolina positions EY2598.(NAD 83 (1986)) are NOT consistent with those determined in EY2598.adjacent state readjustments. The discontinuity between stations EY2598.located in North Carolina and those in adjacent states EY2598.which have been adjusted to the HARN may be as much as 5 EY2598.decimeters. This will result in a significant loss of accuracy EY2598.over lines crossing such state borders. EY2598 EY2598 EY2598.The horizontal coordinates were established by classical geodetic methods EY2598.and adjusted by the National Geodetic Survey in July 1986. EY2598 EY2598.The NAVD 88 height was computed by applying the VERTCON shift value to EY2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2598 EY2598.The Laplace correction was computed from DEFLEC99 derived deflections. EY2598 EY2598.The geoid height was determined by GEOID03. EY2598 EY2598; North East Units Scale Factor Converg. EY2598;SPC NC - 141,742.535 734,023.732 MT 0.99988072 +0 47 13.1 EY2598;SPC NC - 465,033.63 2,408,209.53 sFT 0.99988072 +0 47 13.1 EY2598;UTM 18 - 3,878,445.286 259,444.764 MT 1.00031324 -1 30 49.4 EY2598 EY2598! - Elev Factor x Scale Factor = Combined Factor EY2598!SPC NC - 1.00000253 x 0.99988072 = 0.99988325 EY2598!UTM 18 - 1.00000253 x 1.00031324 = 1.00031577 EY2598 EY2598: Primary Azimuth Mark Grid Az EY2598:SPC NC - CROSSROADS 181 02 58.8 EY2598:UTM 18 - CROSSROADS 183 21 01.3 EY2598 EY2598|---------------------------------------------------------------------| EY2598| PID Reference Object Distance Geod. Az | EY2598| dddmmss.s | EY2598| EY2599 CROSSROADS APPROX. 1.9 KM 1815011.9 | EY2598| EY2600 COMMUNITY APPROX. 0.6 KM 3512128.9 | EY2598|---------------------------------------------------------------------| EY2598 EY2598 SUPERSEDED SURVEY CONTROL EY2598 EY2598 NAD 27 - 35 01 11.63590(N) 077 38 12.49843(W) AD( ) 2 EY2598 NGVD 29 (07/19/86) 20.6 (m) 68. (f) VERT ANG EY2598 EY2598.Superseded values are not recommended for survey control. EY2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2598.See file dsdata.txt to determine how the superseded data were derived. EY2598 EY2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5944578445(NAD 83) EY2598_MARKER: DE = TRAVERSE STATION DISK EY2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2598_STAMPING: COTTERMAN 1975 EY2598_MARK LOGO: NCGS EY2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2598+STABILITY: SURFACE MOTION EY2598 EY2598 HISTORY - Date Condition Report By EY2598 HISTORY - 1975 MONUMENTED NCGS EY2598 EY2598 STATION DESCRIPTION EY2598 EY2598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2598'COTTERMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2598'IN THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EY2598' EY2598'COTTERMAN IS LOCATED APPROXIMATELY 10.3 MILES NE OF BEULAVILLE, EY2598'16.4 MILES WEST OF TRENTON, AND 17.4 MILES SOUTH OF KINSTON. TO EY2598'REACH STATION FROM INTERSECTION OF U.S. 258 WITH NC 41 AT HARGETTS EY2598'STORE CROSSROADS, PROCEED NORTH ALONG U.S. 258 FOR 1.2 MILES TO EY2598'STATION ON RIGHT, AT THE INTERSECTION OF THREE DITCHES AND NEAR EY2598'THE PROPERTY BOUNDARY BETWEEN A BRICK HOUSE AND A SMALL GREEN EY2598'HOUSE, 0.2 MILE NORTH OF THE NORTHERNMOST OF TWO BRIDGES, AND EY2598'0.75 MILE SOUTH OF INTERSECTION WITH SR 1150 (EAST). EY2598' EY2598'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2598'COTTERMAN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2598'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2598' EY2598'MARK IS 35.2 FT E OF C/L OF U.S. 258 EY2598' EY2598'15.3 FT SW OF TELEPHONE PEDESTAL EY2598' EY2598'124.0 FT S OF PP WITH ALUMINUM REF. TAG EY2598' EY2598'128.2 FT S OF SOUTH END OF 18 IN CULVERT EY2598' EY2598'43.4 FT W OF 15 IN OAK TREE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2599 *********************************************************************** EY2599 DESIGNATION - CROSSROADS EY2599 PID - EY2599 EY2599 STATE/COUNTY- NC/JONES EY2599 USGS QUAD - PINK HILL (1980) EY2599 EY2599 *CURRENT SURVEY CONTROL EY2599 ___________________________________________________________________ EY2599* NAD 83(1986)- 35 00 12.17920(N) 077 38 13.73067(W) ADJUSTED EY2599* NAVD 88 - 24.655 (meters) 80.89 (feet) ADJUSTED EY2599 ___________________________________________________________________ EY2599 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EY2599 GEOID HEIGHT- -36.44 (meters) GEOID03 EY2599 DYNAMIC HT - 24.632 (meters) 80.81 (feet) COMP EY2599 MODELED GRAV- 979,707.2 (mgal) NAVD 88 EY2599 EY2599 HORZ ORDER - SECOND EY2599 VERT ORDER - SECOND CLASS I EY2599 EY2599.The North Carolina HARNS have been completed but, EY2599.due to contractual restrictions, coordinates for these stations EY2599.will NOT be published in the near future. In the interim, the EY2599.published coordinates in North Carolina will not be EY2599.consistent with the Continuously Operating Reference Stations EY2599.(CORS). The HARN coordinates for these stations are available EY2599.upon request. Contact Gary Thompson(919-733-3836). EY2599. EY2599.In addition, the published North Carolina positions EY2599.(NAD 83 (1986)) are NOT consistent with those determined in EY2599.adjacent state readjustments. The discontinuity between stations EY2599.located in North Carolina and those in adjacent states EY2599.which have been adjusted to the HARN may be as much as 5 EY2599.decimeters. This will result in a significant loss of accuracy EY2599.over lines crossing such state borders. EY2599 EY2599 EY2599.The horizontal coordinates were established by classical geodetic methods EY2599.and adjusted by the National Geodetic Survey in July 1986. EY2599 EY2599.The orthometric height was determined by differential leveling EY2599.and adjusted by the National Geodetic Survey in September 2005. EY2599 EY2599.The Laplace correction was computed from DEFLEC99 derived deflections. EY2599 EY2599.The geoid height was determined by GEOID03. EY2599 EY2599.The dynamic height is computed by dividing the NAVD 88 EY2599.geopotential number by the normal gravity value computed on the EY2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2599.degrees latitude (g = 980.6199 gals.). EY2599 EY2599.The modeled gravity was interpolated from observed gravity values. EY2599 EY2599; North East Units Scale Factor Converg. EY2599;SPC NC - 139,891.779 733,989.822 MT 0.99988194 +0 47 11.8 EY2599;SPC NC - 458,961.61 2,408,098.27 sFT 0.99988194 +0 47 11.8 EY2599;UTM 18 - 3,876,596.584 259,336.549 MT 1.00031388 -1 30 48.5 EY2599 EY2599! - Elev Factor x Scale Factor = Combined Factor EY2599!SPC NC - 1.00000185 x 0.99988194 = 0.99988379 EY2599!UTM 18 - 1.00000185 x 1.00031388 = 1.00031573 EY2599 EY2599: Primary Azimuth Mark Grid Az EY2599:SPC NC - REPAIR 245 18 34.2 EY2599:UTM 18 - REPAIR 247 36 34.5 EY2599 EY2599|---------------------------------------------------------------------| EY2599| PID Reference Object Distance Geod. Az | EY2599| dddmmss.s | EY2599| EY2603 REPAIR APPROX. 0.8 KM 2460546.0 | EY2599|---------------------------------------------------------------------| EY2599 EY2599 SUPERSEDED SURVEY CONTROL EY2599 EY2599 NAD 27 - 35 00 11.59241(N) 077 38 14.83827(W) AD( ) 2 EY2599 NGVD 29 (07/19/86) 25.03 (m) 82.1 (f) LEVELING 3 EY2599 EY2599.Superseded values are not recommended for survey control. EY2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2599.See file dsdata.txt to determine how the superseded data were derived. EY2599 EY2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5933776597(NAD 83) EY2599_MARKER: DE = TRAVERSE STATION DISK EY2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2599_STAMPING: CROSSROADS 1975 EY2599_MARK LOGO: NCGS EY2599_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2599+STABILITY: SURFACE MOTION EY2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2599+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2001 EY2599 EY2599 HISTORY - Date Condition Report By EY2599 HISTORY - 1975 MONUMENTED NCGS EY2599 HISTORY - 20010225 GOOD NCGS EY2599 EY2599 STATION DESCRIPTION EY2599 EY2599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2599'CROSSROADS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2599'IN THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2599' EY2599'CROSSROADS IS LOCATED APPROXIMATELY 8.9 MILES NORTHWEST OF EY2599'RICHLANDS AND 16.7 MILES WEST OF TRENTON. STATION IS AT THE EY2599'INTERSECTION OF U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, EY2599'IN SHOULDER, AND IN NORTHEAST QUADRANT OF INTERSECTION. EY2599' EY2599'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2599'CROSSROADS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2599'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2599' EY2599'MARK IS 42.6 FT N OF C/L OF NC 41 EY2599' EY2599'39.6 FT E OF C/L OF U.S. 258 EY2599' EY2599'47.4 FT S OF 30 INCH PINE WITH ALUMINUM REF. TAG EY2599' EY2599'29.0 FT SW OF TELEPHONE POLE WITH ALUMINUM REF. TAG EY2599' EY2599'70.0 FT W OF 24 INCH PINE WITH ALUMINUM REF. TAG EY2599' EY2599'5.4 FT NW OF STOP SIGN POST WITH ALUMINUM REF. TAG EY2599 EY2599 STATION RECOVERY (2001) EY2599 EY2599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EY2599'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EY2599'CORRECTIONS. MARK IS ABOUT 1-FT LOWER THAN THE INTERSECTION OF US 258 EY2599'AND NC 41 AND IS RECESSED 10-INCHES BELOW THE GROUND. LOCATED 14.7 FT EY2599'(4.5 M) WEST-SOUTHWEST OF A BRACE POLE (CAUTION LIGHT) , 29.0 FT (8.8 EY2599'M) SOUTHWEST OF A CUT OFF TELEPHONE POLE WITH REFERENCE TAG AND EY2599'PEDESTAL (41R). THE 24-INCH PINE AND STOP SIGN POST WITH TAGS ARE BOTH EY2599'GONE AND THE 30-INCH PINE REFERENCE TAG IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2418 *********************************************************************** EY2418 DESIGNATION - CULVERTED EY2418 PID - EY2418 EY2418 STATE/COUNTY- NC/JONES EY2418 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2418 EY2418 *CURRENT SURVEY CONTROL EY2418 ___________________________________________________________________ EY2418* NAD 83(1986)- 35 03 49.27562(N) 077 25 02.76695(W) ADJUSTED EY2418* NAVD 88 - 12.6 (meters) 41. (feet) VERTCON EY2418 ___________________________________________________________________ EY2418 LAPLACE CORR- -2.72 (seconds) DEFLEC99 EY2418 GEOID HEIGHT- -36.78 (meters) GEOID03 EY2418 EY2418 HORZ ORDER - SECOND EY2418 EY2418.The North Carolina HARNS have been completed but, EY2418.due to contractual restrictions, coordinates for these stations EY2418.will NOT be published in the near future. In the interim, the EY2418.published coordinates in North Carolina will not be EY2418.consistent with the Continuously Operating Reference Stations EY2418.(CORS). The HARN coordinates for these stations are available EY2418.upon request. Contact Gary Thompson(919-733-3836). EY2418. EY2418.In addition, the published North Carolina positions EY2418.(NAD 83 (1986)) are NOT consistent with those determined in EY2418.adjacent state readjustments. The discontinuity between stations EY2418.located in North Carolina and those in adjacent states EY2418.which have been adjusted to the HARN may be as much as 5 EY2418.decimeters. This will result in a significant loss of accuracy EY2418.over lines crossing such state borders. EY2418 EY2418 EY2418.The horizontal coordinates were established by classical geodetic methods EY2418.and adjusted by the National Geodetic Survey in July 1986. EY2418 EY2418.The NAVD 88 height was computed by applying the VERTCON shift value to EY2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2418 EY2418.The Laplace correction was computed from DEFLEC99 derived deflections. EY2418 EY2418.The geoid height was determined by GEOID03. EY2418 EY2418; North East Units Scale Factor Converg. EY2418;SPC NC - 146,877.881 753,934.898 MT 0.99987795 +0 54 48.3 EY2418;SPC NC - 481,881.85 2,473,534.74 sFT 0.99987795 +0 54 48.3 EY2418;UTM 18 - 3,882,778.442 279,553.671 MT 1.00019896 -1 23 21.6 EY2418 EY2418! - Elev Factor x Scale Factor = Combined Factor EY2418!SPC NC - 1.00000380 x 0.99987795 = 0.99988175 EY2418!UTM 18 - 1.00000380 x 1.00019896 = 1.00020276 EY2418 EY2418: Primary Azimuth Mark Grid Az EY2418:SPC NC - GUM 042 59 20.2 EY2418:UTM 18 - GUM 045 17 30.1 EY2418 EY2418|---------------------------------------------------------------------| EY2418| PID Reference Object Distance Geod. Az | EY2418| dddmmss.s | EY2418| EY2417 GUM APPROX. 0.6 KM 0435408.5 | EY2418|---------------------------------------------------------------------| EY2418 EY2418 SUPERSEDED SURVEY CONTROL EY2418 EY2418 NAD 27 - 35 03 48.70382(N) 077 25 03.90687(W) AD( ) 2 EY2418 NGVD 29 (07/19/86) 12.9 (m) 42. (f) VERT ANG EY2418 EY2418.Superseded values are not recommended for survey control. EY2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2418.See file dsdata.txt to determine how the superseded data were derived. EY2418 EY2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7955482778(NAD 83) EY2418_MARKER: DE = TRAVERSE STATION DISK EY2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2418_STAMPING: CULVERTED 1975 EY2418_MARK LOGO: NCGS EY2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2418+STABILITY: SURFACE MOTION EY2418 EY2418 HISTORY - Date Condition Report By EY2418 HISTORY - 1975 MONUMENTED NCGS EY2418 EY2418 STATION DESCRIPTION EY2418 EY2418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2418'CULVERTED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2418'IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2418' EY2418'CULVERTED IS LOCATED APPROXIMATELY 3.6 MILES WEST OF TRENTON AND EY2418'13.5 MILES NNE OF RICHLANDS. TO REACH STATION FROM THE JONES EY2418'COUNTY COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 EY2418'MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE EY2418'SOUTHWEST ALONG NC 41 FOR 1.4 MILES TO STATION ON LEFT IN EY2418'SOUTHEAST SHOULDER, AT A CULVERT CROSSING UNDER NC 41, AND 0.75 EY2418'MILE SOUTHWEST OF INTERSECTION WITH SR 1124 (E). EY2418' EY2418'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2418'CULVERTED 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2418'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2418' EY2418'MARK IS 24.6 FT SE OF C/L OF NC 41 EY2418' EY2418'8.5 FT NW OF SOUTH END OF A 30 INCH CULVERT EY2418' EY2418'123.0 FT W OF PP 223 WITH ALUMINUM REF. TAG EY2418' EY2418'142.0 FT S OF 28 INCH GUM WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1169 *********************************************************************** EA1169 DESIGNATION - CURTIS EA1169 PID - EA1169 EA1169 STATE/COUNTY- NC/JONES EA1169 USGS QUAD - MAYSVILLE (1994) EA1169 EA1169 *CURRENT SURVEY CONTROL EA1169 ___________________________________________________________________ EA1169* NAD 83(1986)- 34 58 39.58262(N) 077 14 05.85368(W) ADJUSTED EA1169* NAVD 88 - 11.438 (meters) 37.53 (feet) ADJUSTED EA1169 ___________________________________________________________________ EA1169 LAPLACE CORR- -2.88 (seconds) DEFLEC99 EA1169 GEOID HEIGHT- -37.17 (meters) GEOID03 EA1169 DYNAMIC HT - 11.428 (meters) 37.49 (feet) COMP EA1169 MODELED GRAV- 979,699.2 (mgal) NAVD 88 EA1169 EA1169 HORZ ORDER - SECOND EA1169 VERT ORDER - FIRST CLASS II EA1169 EA1169.The North Carolina HARNS have been completed but, EA1169.due to contractual restrictions, coordinates for these stations EA1169.will NOT be published in the near future. In the interim, the EA1169.published coordinates in North Carolina will not be EA1169.consistent with the Continuously Operating Reference Stations EA1169.(CORS). The HARN coordinates for these stations are available EA1169.upon request. Contact Gary Thompson(919-733-3836). EA1169. EA1169.In addition, the published North Carolina positions EA1169.(NAD 83 (1986)) are NOT consistent with those determined in EA1169.adjacent state readjustments. The discontinuity between stations EA1169.located in North Carolina and those in adjacent states EA1169.which have been adjusted to the HARN may be as much as 5 EA1169.decimeters. This will result in a significant loss of accuracy EA1169.over lines crossing such state borders. EA1169 EA1169 EA1169.The horizontal coordinates were established by classical geodetic methods EA1169.and adjusted by the National Geodetic Survey in July 1986. EA1169 EA1169.The orthometric height was determined by differential leveling EA1169.and adjusted by the National Geodetic Survey in June 1991. EA1169 EA1169.The Laplace correction was computed from DEFLEC99 derived deflections. EA1169 EA1169.The geoid height was determined by GEOID03. EA1169 EA1169.The dynamic height is computed by dividing the NAVD 88 EA1169.geopotential number by the normal gravity value computed on the EA1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1169.degrees latitude (g = 980.6199 gals.). EA1169 EA1169.The modeled gravity was interpolated from observed gravity values. EA1169 EA1169; North East Units Scale Factor Converg. EA1169;SPC NC - 137,617.344 770,745.134 MT 0.99988397 +1 01 07.4 EA1169;SPC NC - 451,499.57 2,528,686.33 sFT 0.99988397 +1 01 07.4 EA1169;UTM 18 - 3,872,847.575 295,982.970 MT 1.00011301 -1 16 53.9 EA1169 EA1169! - Elev Factor x Scale Factor = Combined Factor EA1169!SPC NC - 1.00000404 x 0.99988397 = 0.99988801 EA1169!UTM 18 - 1.00000404 x 1.00011301 = 1.00011705 EA1169 EA1169: Primary Azimuth Mark Grid Az EA1169:SPC NC - SIGN 034 44 35.1 EA1169:UTM 18 - SIGN 037 02 36.4 EA1169 EA1169|---------------------------------------------------------------------| EA1169| PID Reference Object Distance Geod. Az | EA1169| dddmmss.s | EA1169| EA1168 SIGN APPROX. 1.1 KM 0354542.5 | EA1169|---------------------------------------------------------------------| EA1169 EA1169 SUPERSEDED SURVEY CONTROL EA1169 EA1169 NAD 27 - 34 58 39.01516(N) 077 14 07.01574(W) AD( ) 2 EA1169 NGVD 29 (10/29/98) 11.76 (m) 38.6 (f) LEVELING 3 EA1169 EA1169.Superseded values are not recommended for survey control. EA1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1169.See file dsdata.txt to determine how the superseded data were derived. EA1169 EA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9598372848(NAD 83) EA1169_MARKER: DE = TRAVERSE STATION DISK EA1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1169_SP_SET: CONCRETE POST EA1169_STAMPING: CURTIS 1975 EA1169_MARK LOGO: NCGS EA1169_PROJECTION: FLUSH EA1169_MAGNETIC: N = NO MAGNETIC MATERIAL EA1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1169+STABILITY: SURFACE MOTION EA1169 EA1169 HISTORY - Date Condition Report By EA1169 HISTORY - 1975 MONUMENTED NCGS EA1169 HISTORY - 1979 GOOD NCGS EA1169 HISTORY - 19810101 GOOD NCGS EA1169 HISTORY - 19910906 GOOD USPSQD EA1169 EA1169 STATION DESCRIPTION EA1169 EA1169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1169'CURTIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1169'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA1169' EA1169'CURTIS IS LOCATED APPROXIMATELY 2.0 MILES SSW OF POLLOCKSVILLE, EA1169'4.9 MILES NORTH OF MAYSVILLE AND 9.0 MILES SOUTHEAST OF TRENTON. TO EA1169'REACH STATION FROM FROM INTERSECTION OF U.S. 17 WITH NC 58 NEAR EA1169'POLLOCKSVILLE, PROCEED SOUTH ALONG U.S. 17 FOR 1.55 MILES TO EA1169'STATION ON LEFT IN YARD AREA BETWEEN A BRICK HOUSE AND A TWO STORY EA1169'WHITE HOUSE, AND 0.25 MILE NORTH TO T INTERSECTION WITH SR 1114 EA1169'(NW). EA1169' EA1169'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1169'CURTIS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1169'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1169' EA1169'MARK IS 31.1 FT SE OF C/L OF U.S. 17. EA1169' EA1169'22.8 FT NE OF C/L OF DRIVEWAY TO BRICK HOUSE. EA1169' EA1169'14.8 FT E OF N END OF A 15 INCH DRAIN PIPE. EA1169' EA1169'16.5 FT NW OF TP 492 WITH ALUMINUM REF. TAG. EA1169' EA1169'92.9 FT SW OF R/W MARKER. EA1169' EA1169'55.9 FT W OF PEAR TREE WITH ALUMINUM REF. TAG. EA1169 EA1169 STATION RECOVERY (1979) EA1169 EA1169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1169'2.0 MI SSW FROM POLLOCKSVILLE. EA1169'1.55 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA1169'SOUTH OF POLLOCKSVILLE, IN YARD BETWEEN A BRICK HOUSE AND A TWO EA1169'STORY FRAME HOUSE AND 0.25 MILE NORTH OF INTERSECTION WITH SR 1114 EA1169'(LEE CHAPEL ROAD), 31.1 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EA1169'22.8 FEET NORTHEAST OF CENTERLINE OF DRIVE TO BRICK HOUSE, 14.8 EA1169'FEET EAST OF NORTH END OF A 15 INCH CULVERT, 16.5 FEET NORTHWEST EA1169'OF TELEPHONE POLE 83 WITH REFERENCE TAG, 92.9 FEET SOUTHWEST OF EA1169'RIGHT-OF-WAY MARKER AND 55.9 FEET WEST OF PEAR TREE WITH EA1169'REFERENCE TAG. EA1169'THE MARK IS 2 FT BELOW HIGHWAY. EA1169 EA1169 STATION RECOVERY (1981) EA1169 EA1169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EA1169'RECOVERED IN GOOD CONDITION. EA1169 EA1169 STATION RECOVERY (1991) EA1169 EA1169'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA1169'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4168 *********************************************************************** EY4168 DESIGNATION - DOVCOV EY4168 PID - EY4168 EY4168 STATE/COUNTY- NC/JONES EY4168 USGS QUAD - COVE CITY (1982) EY4168 EY4168 *CURRENT SURVEY CONTROL EY4168 ___________________________________________________________________ EY4168* NAD 83(1986)- 35 09 37.49917(N) 077 21 22.02019(W) ADJUSTED EY4168* NAVD 88 - 16.6 (meters) 54. (feet) VERTCON EY4168 ___________________________________________________________________ EY4168 LAPLACE CORR- -2.49 (seconds) DEFLEC99 EY4168 GEOID HEIGHT- -36.72 (meters) GEOID03 EY4168 EY4168 HORZ ORDER - SECOND EY4168 EY4168.The North Carolina HARNS have been completed but, EY4168.due to contractual restrictions, coordinates for these stations EY4168.will NOT be published in the near future. In the interim, the EY4168.published coordinates in North Carolina will not be EY4168.consistent with the Continuously Operating Reference Stations EY4168.(CORS). The HARN coordinates for these stations are available EY4168.upon request. Contact Gary Thompson(919-733-3836). EY4168. EY4168.In addition, the published North Carolina positions EY4168.(NAD 83 (1986)) are NOT consistent with those determined in EY4168.adjacent state readjustments. The discontinuity between stations EY4168.located in North Carolina and those in adjacent states EY4168.which have been adjusted to the HARN may be as much as 5 EY4168.decimeters. This will result in a significant loss of accuracy EY4168.over lines crossing such state borders. EY4168 EY4168 EY4168.The horizontal coordinates were established by classical geodetic methods EY4168.and adjusted by the National Geodetic Survey in August 1990. EY4168 EY4168.The NAVD 88 height was computed by applying the VERTCON shift value to EY4168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4168 EY4168.The Laplace correction was computed from DEFLEC99 derived deflections. EY4168 EY4168.The geoid height was determined by GEOID03. EY4168 EY4168; North East Units Scale Factor Converg. EY4168;SPC NC - 157,697.300 759,349.117 MT 0.99987386 +0 56 55.7 EY4168;SPC NC - 517,378.56 2,491,297.89 sFT 0.99987386 +0 56 55.7 EY4168;UTM 18 - 3,893,374.666 285,400.352 MT 1.00016760 -1 21 26.4 EY4168 EY4168! - Elev Factor x Scale Factor = Combined Factor EY4168!SPC NC - 1.00000316 x 0.99987386 = 0.99987702 EY4168!UTM 18 - 1.00000316 x 1.00016760 = 1.00017076 EY4168 EY4168: Primary Azimuth Mark Grid Az EY4168:SPC NC - GRAPE 115 37 11.1 EY4168:UTM 18 - GRAPE 117 55 33.2 EY4168 EY4168|---------------------------------------------------------------------| EY4168| PID Reference Object Distance Geod. Az | EY4168| dddmmss.s | EY4168| EY4174 GRAPE APPROX. 1.3 KM 1163406.8 | EY4168| EY4165 CORE APPROX. 2.6 KM 3084341.3 | EY4168| AH7371 CORE TEMP HUB 2 APPROX. 2.7 KM 3093650.5 | EY4168|---------------------------------------------------------------------| EY4168 EY4168 SUPERSEDED SURVEY CONTROL EY4168 EY4168 NGVD 29 (08/13/90) 17.0 (m) 56. (f) VERT ANG EY4168 EY4168.Superseded values are not recommended for survey control. EY4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4168.See file dsdata.txt to determine how the superseded data were derived. EY4168 EY4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8540093375(NAD 83) EY4168_MARKER: DE = TRAVERSE STATION DISK EY4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4168_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4168_STAMPING: DOVCOV 1978 EY4168_MARK LOGO: NCGS EY4168_PROJECTION: FLUSH EY4168_MAGNETIC: N = NO MAGNETIC MATERIAL EY4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4168+STABILITY: SURFACE MOTION EY4168 EY4168 HISTORY - Date Condition Report By EY4168 HISTORY - 1978 MONUMENTED NCGS EY4168 HISTORY - 1985 GOOD USPSQD EY4168 HISTORY - 19900321 GOOD NCGS EY4168 HISTORY - 19910612 MARK NOT FOUND USPSQD EY4168 HISTORY - 19990328 MARK NOT FOUND USPSQD EY4168 EY4168 STATION DESCRIPTION EY4168 EY4168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4168'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF COVE CITY EY4168'AND 5.9 MILES SOUTHEAST OF DOVER. EY4168' EY4168'TO REACH STATION FROM THE SR 1001 OVERPASS OF US 70 BYPASS NORTH OF EY4168'TRENTON, PROCEED WESTERLY ALONG US 70 BYPASS FOR 1.7 MILES TO STATION EY4168'IN THE LEFT SHOUNLDER AT A SMALL CLEARING IN WOODS AND 7.0 MILES EY4168'SOUTHEAST OF THE INTERSECTION WITH SR 1005 AT DOVER. EY4168' EY4168'STATION MARK IS A STANDARD DISK STAMPED---DOVCOV 1978---, SET IN TOP EY4168'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH ROUND SURFACE. EY4168'THE MARK IS 32.6 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, EY4168'75.0 FEET EAST-NORTHEAST OF 15 INCH PINE WITH REFERENCE TAG, 90.9 FEET EY4168'NORTHEAST OF BRACE FENCE POST WITH REFERENCE TAG, 103.4 FEET EY4168'NORTH-NORTHEAST OF FENCE POST WITH REFERENCE TAG AND 103.7 FEET NORTH EY4168'WEST OF REFLECTOR POST. EY4168 EY4168 STATION RECOVERY (1985) EY4168 EY4168'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4168'RECOVERED IN GOOD CONDITION. EY4168 EY4168 STATION RECOVERY (1990) EY4168 EY4168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4168'RECOVERED AS DESCRIBED. EY4168 EY4168 STATION RECOVERY (1991) EY4168 EY4168'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4168'MARK NOT FOUND. EY4168 EY4168 STATION RECOVERY (1999) EY4168 EY4168'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4168'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2162 *********************************************************************** EA2162 DESIGNATION - DUDLEY EA2162 PID - EA2162 EA2162 STATE/COUNTY- NC/JONES EA2162 USGS QUAD - MAYSVILLE (1994) EA2162 EA2162 *CURRENT SURVEY CONTROL EA2162 ___________________________________________________________________ EA2162* NAD 83(1986)- 34 52 52.18522(N) 077 12 26.43631(W) ADJUSTED EA2162* NAVD 88 - 7.3 (meters) 24. (feet) VERTCON EA2162 ___________________________________________________________________ EA2162 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EA2162 GEOID HEIGHT- -37.24 (meters) GEOID03 EA2162 EA2162 HORZ ORDER - SECOND EA2162 EA2162.The North Carolina HARNS have been completed but, EA2162.due to contractual restrictions, coordinates for these stations EA2162.will NOT be published in the near future. In the interim, the EA2162.published coordinates in North Carolina will not be EA2162.consistent with the Continuously Operating Reference Stations EA2162.(CORS). The HARN coordinates for these stations are available EA2162.upon request. Contact Gary Thompson(919-733-3836). EA2162. EA2162.In addition, the published North Carolina positions EA2162.(NAD 83 (1986)) are NOT consistent with those determined in EA2162.adjacent state readjustments. The discontinuity between stations EA2162.located in North Carolina and those in adjacent states EA2162.which have been adjusted to the HARN may be as much as 5 EA2162.decimeters. This will result in a significant loss of accuracy EA2162.over lines crossing such state borders. EA2162 EA2162 EA2162.The horizontal coordinates were established by classical geodetic methods EA2162.and adjusted by the National Geodetic Survey in July 1986. EA2162 EA2162.The NAVD 88 height was computed by applying the VERTCON shift value to EA2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2162 EA2162.The Laplace correction was computed from DEFLEC99 derived deflections. EA2162 EA2162.The geoid height was determined by GEOID03. EA2162 EA2162; North East Units Scale Factor Converg. EA2162;SPC NC - 126,959.902 773,459.423 MT 0.99989338 +1 02 04.8 EA2162;SPC NC - 416,534.28 2,537,591.46 sFT 0.99989338 +1 02 04.8 EA2162;UTM 18 - 3,862,087.480 298,268.077 MT 1.00010160 -1 15 45.9 EA2162 EA2162! - Elev Factor x Scale Factor = Combined Factor EA2162!SPC NC - 1.00000470 x 0.99989338 = 0.99989808 EA2162!UTM 18 - 1.00000470 x 1.00010160 = 1.00010630 EA2162 EA2162: Primary Azimuth Mark Grid Az EA2162:SPC NC - MARTIN 320 14 02.0 EA2162:UTM 18 - MARTIN 322 31 52.7 EA2162 EA2162|---------------------------------------------------------------------| EA2162| PID Reference Object Distance Geod. Az | EA2162| dddmmss.s | EA2162| EA2163 MARTIN APPROX. 0.8 KM 3211606.8 | EA2162|---------------------------------------------------------------------| EA2162 EA2162 SUPERSEDED SURVEY CONTROL EA2162 EA2162 NAD 27 - 34 52 51.61316(N) 077 12 27.60393(W) AD( ) 2 EA2162 NGVD 29 (07/19/86) 7.6 (m) 25. (f) VERT ANG EA2162 EA2162.Superseded values are not recommended for survey control. EA2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2162.See file dsdata.txt to determine how the superseded data were derived. EA2162 EA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9826862087(NAD 83) EA2162_MARKER: DE = TRAVERSE STATION DISK EA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2162_STAMPING: DUDLEY 1975 EA2162_MARK LOGO: NCGS EA2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2162+STABILITY: SURFACE MOTION EA2162 EA2162 HISTORY - Date Condition Report By EA2162 HISTORY - 1975 MONUMENTED NCGS EA2162 HISTORY - 19910824 MARK NOT FOUND USPSQD EA2162 EA2162 STATION DESCRIPTION EA2162 EA2162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2162'DUDLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2162'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2162' EA2162'DUDLEY IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF EA2162'MAYSVILLE. TO REACH STATION FROM THE INTERSECTION OF U.S. 17 EA2162'WITH NC 58 AT MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR EA2162'2.1 MILES TO STATION ON RIGHT IN SOUTHWEST SHOULDER, NEAR A EA2162'MAILBOX FOR A RED SHINGLE HOUSE, AND APPROXIMATELY 650 FEET EA2162'NORTHWEST OF INTERSECTION WITH SR 1105 (E). EA2162' EA2162'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2162'DUDLEY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2162'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2162' EA2162'MARK IS 24.9 FT SW OF C/L OF CN 58. EA2162' EA2162'11.4 FT SE OF C/L OF DRIVEWAY TO HOUSE. EA2162' EA2162'6.7 FT NE OF S END OF 15 INCH CULVERT. EA2162' EA2162'5.7 FT W OF MAILBOX EA2162' EA2162'32.4 FT SE OF 10 INCH CEDAR WITH ALUMINUM REF. TAG IN YARD. EA2162' EA2162'76.8 FT SW OF PP WITH TELEPHONE PEDESTAL AND WITH ALUMINUM REF. TAG. EA2162 EA2162 STATION RECOVERY (1991) EA2162 EA2162'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2162'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2591 *********************************************************************** EY2591 DESIGNATION - EAGLE EY2591 PID - EY2591 EY2591 STATE/COUNTY- NC/JONES EY2591 USGS QUAD - COMFORT (1980) EY2591 EY2591 *CURRENT SURVEY CONTROL EY2591 ___________________________________________________________________ EY2591* NAD 83(1986)- 35 00 39.72870(N) 077 34 01.31313(W) ADJUSTED EY2591* NAVD 88 - 20.193 (meters) 66.25 (feet) ADJUSTED EY2591 ___________________________________________________________________ EY2591 LAPLACE CORR- -3.27 (seconds) DEFLEC99 EY2591 GEOID HEIGHT- -36.58 (meters) GEOID03 EY2591 DYNAMIC HT - 20.174 (meters) 66.19 (feet) COMP EY2591 MODELED GRAV- 979,707.0 (mgal) NAVD 88 EY2591 EY2591 HORZ ORDER - SECOND EY2591 VERT ORDER - SECOND CLASS I EY2591 EY2591.The North Carolina HARNS have been completed but, EY2591.due to contractual restrictions, coordinates for these stations EY2591.will NOT be published in the near future. In the interim, the EY2591.published coordinates in North Carolina will not be EY2591.consistent with the Continuously Operating Reference Stations EY2591.(CORS). The HARN coordinates for these stations are available EY2591.upon request. Contact Gary Thompson(919-733-3836). EY2591. EY2591.In addition, the published North Carolina positions EY2591.(NAD 83 (1986)) are NOT consistent with those determined in EY2591.adjacent state readjustments. The discontinuity between stations EY2591.located in North Carolina and those in adjacent states EY2591.which have been adjusted to the HARN may be as much as 5 EY2591.decimeters. This will result in a significant loss of accuracy EY2591.over lines crossing such state borders. EY2591 EY2591 EY2591.The horizontal coordinates were established by classical geodetic methods EY2591.and adjusted by the National Geodetic Survey in July 1986. EY2591 EY2591.The orthometric height was determined by differential leveling EY2591.and adjusted by the National Geodetic Survey in September 2005. EY2591 EY2591.The Laplace correction was computed from DEFLEC99 derived deflections. EY2591 EY2591.The geoid height was determined by GEOID03. EY2591 EY2591.The dynamic height is computed by dividing the NAVD 88 EY2591.geopotential number by the normal gravity value computed on the EY2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2591.degrees latitude (g = 980.6199 gals.). EY2591 EY2591.The modeled gravity was interpolated from observed gravity values. EY2591 EY2591; North East Units Scale Factor Converg. EY2591;SPC NC - 140,830.696 740,376.675 MT 0.99988137 +0 49 37.4 EY2591;SPC NC - 462,042.04 2,429,052.47 sFT 0.99988137 +0 49 37.4 EY2591;UTM 18 - 3,877,278.678 265,758.594 MT 1.00027629 -1 28 24.5 EY2591 EY2591! - Elev Factor x Scale Factor = Combined Factor EY2591!SPC NC - 1.00000257 x 0.99988137 = 0.99988394 EY2591!UTM 18 - 1.00000257 x 1.00027629 = 1.00027886 EY2591 EY2591: Primary Azimuth Mark Grid Az EY2591:SPC NC - NEST 121 04 18.0 EY2591:UTM 18 - NEST 123 22 19.9 EY2591 EY2591|---------------------------------------------------------------------| EY2591| PID Reference Object Distance Geod. Az | EY2591| dddmmss.s | EY2591| EY2590 NEST APPROX. 0.5 KM 1215355.4 | EY2591|---------------------------------------------------------------------| EY2591 EY2591 SUPERSEDED SURVEY CONTROL EY2591 EY2591 NAD 27 - 35 00 39.14419(N) 077 34 02.43007(W) AD( ) 2 EY2591 NGVD 29 (07/19/86) 20.5 (m) 67. (f) VERT ANG EY2591 EY2591.Superseded values are not recommended for survey control. EY2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2591.See file dsdata.txt to determine how the superseded data were derived. EY2591 EY2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6575977279(NAD 83) EY2591_MARKER: DE = TRAVERSE STATION DISK EY2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2591_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2591_STAMPING: EAGLE 1975 EY2591_MARK LOGO: NCGS EY2591_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2591+STABILITY: SURFACE MOTION EY2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2591+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004 EY2591 EY2591 HISTORY - Date Condition Report By EY2591 HISTORY - 1975 MONUMENTED NCGS EY2591 HISTORY - 20040911 GOOD GEOCAC EY2591 HISTORY - 20040911 GOOD NCGS EY2591 EY2591 STATION DESCRIPTION EY2591 EY2591'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2591'EAGLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2591'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2591' EY2591'EAGLE IS LOCATED APPROXIMATELY 7.8 MILES NORTH OF RICHLANDS, AND EY2591'12.7 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2591'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2591'ALONG NC 41 FOR 4.0 MILES TO STATION ON LEFT, AT A PP NEAR DITCH IN EY2591'EDGE OF A FIELD, AND 0.05 MILE WEST OF INTERSECTION WITH SR 1141 EY2591'(S). EY2591' EY2591'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2591'EAGLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2591'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2591' EY2591'MARK IS 58.2 FT NE OF C/L OF NC 41 EY2591' EY2591'2.1 FT NE OF PP F-2 WITH ALUMINUM REF. TAG EY2591' EY2591'135.2 FT NW OF PP WITH ALUMINUM REF. TAG EY2591' EY2591'121.0 FT NE OF PP WITH ALUMINUM REF. TAG EY2591 EY2591 STATION RECOVERY (2004) EY2591 EY2591'RECOVERY NOTE BY GEOCACHING 2004 (JBW) EY2591'RECOVERED IN GOOD CONDITION. EY2591 EY2591 STATION RECOVERY (2004) EY2591 EY2591'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EY2591'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. SR 1141 IS EY2591'THE HUFFMAN TOWN ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2602 *********************************************************************** EY2602 DESIGNATION - ENDS EY2602 PID - EY2602 EY2602 STATE/COUNTY- NC/JONES EY2602 USGS QUAD - PINK HILL (1980) EY2602 EY2602 *CURRENT SURVEY CONTROL EY2602 ___________________________________________________________________ EY2602* NAD 83(1986)- 35 02 31.24457(N) 077 38 18.42226(W) ADJUSTED EY2602* NAVD 88 - 28.0 (meters) 92. (feet) VERTCON EY2602 ___________________________________________________________________ EY2602 LAPLACE CORR- -3.74 (seconds) DEFLEC99 EY2602 GEOID HEIGHT- -36.36 (meters) GEOID03 EY2602 EY2602 HORZ ORDER - SECOND EY2602 EY2602.The North Carolina HARNS have been completed but, EY2602.due to contractual restrictions, coordinates for these stations EY2602.will NOT be published in the near future. In the interim, the EY2602.published coordinates in North Carolina will not be EY2602.consistent with the Continuously Operating Reference Stations EY2602.(CORS). The HARN coordinates for these stations are available EY2602.upon request. Contact Gary Thompson(919-733-3836). EY2602. EY2602.In addition, the published North Carolina positions EY2602.(NAD 83 (1986)) are NOT consistent with those determined in EY2602.adjacent state readjustments. The discontinuity between stations EY2602.located in North Carolina and those in adjacent states EY2602.which have been adjusted to the HARN may be as much as 5 EY2602.decimeters. This will result in a significant loss of accuracy EY2602.over lines crossing such state borders. EY2602 EY2602 EY2602.The horizontal coordinates were established by classical geodetic methods EY2602.and adjusted by the National Geodetic Survey in July 1986. EY2602 EY2602.The NAVD 88 height was computed by applying the VERTCON shift value to EY2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2602 EY2602.The Laplace correction was computed from DEFLEC99 derived deflections. EY2602 EY2602.The geoid height was determined by GEOID03. EY2602 EY2602; North East Units Scale Factor Converg. EY2602;SPC NC - 144,174.801 733,812.113 MT 0.99987926 +0 47 09.0 EY2602;SPC NC - 473,013.49 2,407,515.24 sFT 0.99987926 +0 47 09.0 EY2602;UTM 18 - 3,880,885.146 259,330.925 MT 1.00031391 -1 30 56.4 EY2602 EY2602! - Elev Factor x Scale Factor = Combined Factor EY2602!SPC NC - 1.00000132 x 0.99987926 = 0.99988058 EY2602!UTM 18 - 1.00000132 x 1.00031391 = 1.00031523 EY2602 EY2602: Primary Azimuth Mark Grid Az EY2602:SPC NC - CORYARD 178 11 53.2 EY2602:UTM 18 - CORYARD 180 29 58.6 EY2602 EY2602|---------------------------------------------------------------------| EY2602| PID Reference Object Distance Geod. Az | EY2602| dddmmss.s | EY2602| EY2601 CORYARD APPROX. 1.0 KM 1785902.2 | EY2602|---------------------------------------------------------------------| EY2602 EY2602 SUPERSEDED SURVEY CONTROL EY2602 EY2602 NAD 27 - 35 02 30.65508(N) 077 38 19.52957(W) AD( ) 2 EY2602 NGVD 29 (07/19/86) 28.3 (m) 93. (f) VERT ANG EY2602 EY2602.Superseded values are not recommended for survey control. EY2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2602.See file dsdata.txt to determine how the superseded data were derived. EY2602 EY2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5933180885(NAD 83) EY2602_MARKER: DE = TRAVERSE STATION DISK EY2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2602_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2602_STAMPING: ENDS 1975 EY2602_MARK LOGO: NCGS EY2602_MAGNETIC: N = NO MAGNETIC MATERIAL EY2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2602+STABILITY: SURFACE MOTION EY2602 EY2602 HISTORY - Date Condition Report By EY2602 HISTORY - 1975 MONUMENTED NCGS EY2602 HISTORY - 1976 GOOD NCGS EY2602 EY2602 STATION DESCRIPTION EY2602 EY2602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2602'ENDS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2602'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EY2602' EY2602'ENDS IS LOCATED APPROXIMATELY 11.2 MILES NE OF BEULAVILLE, 16.3 EY2602'MILES WEST OF TRENTON, AND 16.0 MILES SOUTH OF KINSTON. TO REACH EY2602'STATION FROM INTERSECTION OF U.S. 258 WITH NC 41 AT HARGETTS STORE EY2602'CROSSROADS, PROCEED NORTH ALONG U.S. 258 FOR 2.8 MILES TO SR 1149 EY2602'(E), AND STATION ON LEFT (WEST) OF THE T-INTERSECTION. EY2602' EY2602'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2602'ENDS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2602'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2602' EY2602'MARK IS 35.5 FT W OF C/L OF U.S. 258 EY2602' EY2602'15.0 FT S OF C/L OF DRIVEWAY EY2602' EY2602'14.8 FT E OF TELEPHONE PEDESTAL EY2602' EY2602'6.5 FT E OF 15 IN PINE TREE WITH ALUMINUM REF. TAG EY2602' EY2602'15.6 FT W OF ROAD ENDS SIGN POST WITH ALUMINUM REF. TAG EY2602' EY2602'95.1 FT N OF 12 IN PINE TREE WITH ALUMINUM REF. TAG EY2602 EY2602 STATION RECOVERY (1976) EY2602 EY2602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS) EY2602'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4170 *********************************************************************** EY4170 DESIGNATION - EXXON EY4170 PID - EY4170 EY4170 STATE/COUNTY- NC/JONES EY4170 USGS QUAD - RIVERMONT (1980) EY4170 EY4170 *CURRENT SURVEY CONTROL EY4170 ___________________________________________________________________ EY4170* NAD 83(1986)- 35 13 04.10250(N) 077 30 38.85749(W) ADJUSTED EY4170* NAVD 88 - 20.7 (meters) 68. (feet) VERTCON EY4170 ___________________________________________________________________ EY4170 LAPLACE CORR- -3.32 (seconds) DEFLEC99 EY4170 GEOID HEIGHT- -36.34 (meters) GEOID03 EY4170 EY4170 HORZ ORDER - SECOND EY4170 EY4170.The North Carolina HARNS have been completed but, EY4170.due to contractual restrictions, coordinates for these stations EY4170.will NOT be published in the near future. In the interim, the EY4170.published coordinates in North Carolina will not be EY4170.consistent with the Continuously Operating Reference Stations EY4170.(CORS). The HARN coordinates for these stations are available EY4170.upon request. Contact Gary Thompson(919-733-3836). EY4170. EY4170.In addition, the published North Carolina positions EY4170.(NAD 83 (1986)) are NOT consistent with those determined in EY4170.adjacent state readjustments. The discontinuity between stations EY4170.located in North Carolina and those in adjacent states EY4170.which have been adjusted to the HARN may be as much as 5 EY4170.decimeters. This will result in a significant loss of accuracy EY4170.over lines crossing such state borders. EY4170 EY4170 EY4170.The horizontal coordinates were established by classical geodetic methods EY4170.and adjusted by the National Geodetic Survey in August 1990. EY4170 EY4170.The NAVD 88 height was computed by applying the VERTCON shift value to EY4170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4170 EY4170.The Laplace correction was computed from DEFLEC99 derived deflections. EY4170 EY4170.The geoid height was determined by GEOID03. EY4170 EY4170; North East Units Scale Factor Converg. EY4170;SPC NC - 163,840.482 745,164.580 MT 0.99987277 +0 51 34.3 EY4170;SPC NC - 537,533.31 2,444,760.79 sFT 0.99987277 +0 51 34.3 EY4170;UTM 18 - 3,900,086.101 271,469.985 MT 1.00024368 -1 26 54.8 EY4170 EY4170! - Elev Factor x Scale Factor = Combined Factor EY4170!SPC NC - 1.00000245 x 0.99987277 = 0.99987522 EY4170!UTM 18 - 1.00000245 x 1.00024368 = 1.00024613 EY4170 EY4170 SUPERSEDED SURVEY CONTROL EY4170 EY4170 NGVD 29 (08/13/90) 21.1 (m) 69. (f) VERT ANG EY4170 EY4170.Superseded values are not recommended for survey control. EY4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4170.See file dsdata.txt to determine how the superseded data were derived. EY4170 EY4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7147000086(NAD 83) EY4170_MARKER: DE = TRAVERSE STATION DISK EY4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4170_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4170_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4170+STABILITY: SURFACE MOTION EY4170 EY4170 HISTORY - Date Condition Report By EY4170 HISTORY - 1979 MONUMENTED NCGS EY4170 HISTORY - 19990328 GOOD USPSQD EY4170 EY4170 STATION DESCRIPTION EY4170 EY4170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4170'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES WEST OF DOVER AND 5.3 EY4170'MILES SOUTHEAST OF KINSTON. EY4170' EY4170'TO REACH STATION FROM INTERSECTION OF US 70 BYPASS WITH SR 1005 (OLD EY4170'US 70) WEST OF DOVER, PROCEED WESTERLY ALONG US 70 FOR 3.25 MILES TO EY4170'THE INTERSECTION WITH SR 1002 AND SR 1309 AND STATION IS IN SOUTHEAST EY4170'QUADRANT. EY4170' EY4170'STATION MARK IS A STANDARD DISK STAMPED---EXXON 1979---, SET IN TOP OF EY4170'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE EY4170'MARK IS 37.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, EY4170'57.1 FEET EAST-NORTHEAST OF SOUTH END OF ISLAND IN SR 1002, 35.7 FEET EY4170'WEST-NORTHWEST OF 36 INCH OAK WITH REFERENCE TAG AND 58.3 FEET NORTH EY4170'OF WEST END OF CULVERT UNDER STORE YARD. EY4170 EY4170 STATION RECOVERY (1999) EY4170 EY4170'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4170'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2394 *********************************************************************** EY2394 DESIGNATION - FAITH EY2394 PID - EY2394 EY2394 STATE/COUNTY- NC/JONES EY2394 USGS QUAD - TRENTON (1982) EY2394 EY2394 *CURRENT SURVEY CONTROL EY2394 ___________________________________________________________________ EY2394* NAD 83(1986)- 35 01 40.78003(N) 077 18 34.01038(W) ADJUSTED EY2394* NAVD 88 - 12.9 (meters) 42. (feet) VERTCON EY2394 ___________________________________________________________________ EY2394 LAPLACE CORR- -2.53 (seconds) DEFLEC99 EY2394 GEOID HEIGHT- -37.00 (meters) GEOID03 EY2394 EY2394 HORZ ORDER - SECOND EY2394 EY2394.The North Carolina HARNS have been completed but, EY2394.due to contractual restrictions, coordinates for these stations EY2394.will NOT be published in the near future. In the interim, the EY2394.published coordinates in North Carolina will not be EY2394.consistent with the Continuously Operating Reference Stations EY2394.(CORS). The HARN coordinates for these stations are available EY2394.upon request. Contact Gary Thompson(919-733-3836). EY2394. EY2394.In addition, the published North Carolina positions EY2394.(NAD 83 (1986)) are NOT consistent with those determined in EY2394.adjacent state readjustments. The discontinuity between stations EY2394.located in North Carolina and those in adjacent states EY2394.which have been adjusted to the HARN may be as much as 5 EY2394.decimeters. This will result in a significant loss of accuracy EY2394.over lines crossing such state borders. EY2394 EY2394 EY2394.The horizontal coordinates were established by classical geodetic methods EY2394.and adjusted by the National Geodetic Survey in July 1986. EY2394 EY2394.The NAVD 88 height was computed by applying the VERTCON shift value to EY2394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2394 EY2394.The Laplace correction was computed from DEFLEC99 derived deflections. EY2394 EY2394.The geoid height was determined by GEOID03. EY2394 EY2394; North East Units Scale Factor Converg. EY2394;SPC NC - 143,081.443 763,850.158 MT 0.99988018 +0 58 32.7 EY2394;SPC NC - 469,426.37 2,506,065.06 sFT 0.99988018 +0 58 32.7 EY2394;UTM 18 - 3,878,585.528 289,311.286 MT 1.00014711 -1 19 33.8 EY2394 EY2394! - Elev Factor x Scale Factor = Combined Factor EY2394!SPC NC - 1.00000379 x 0.99988018 = 0.99988397 EY2394!UTM 18 - 1.00000379 x 1.00014711 = 1.00015090 EY2394 EY2394: Primary Azimuth Mark Grid Az EY2394:SPC NC - MCDANIEL 146 09 32.8 EY2394:UTM 18 - MCDANIEL 148 27 39.3 EY2394 EY2394|---------------------------------------------------------------------| EY2394| PID Reference Object Distance Geod. Az | EY2394| dddmmss.s | EY2394| EY2393 MCDANIEL APPROX. 1.1 KM 1470805.5 | EY2394|---------------------------------------------------------------------| EY2394 EY2394 SUPERSEDED SURVEY CONTROL EY2394 EY2394 NAD 27 - 35 01 40.21126(N) 077 18 35.16451(W) AD( ) 2 EY2394 NGVD 29 (07/19/86) 13.2 (m) 43. (f) VERT ANG EY2394 EY2394.Superseded values are not recommended for survey control. EY2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2394.See file dsdata.txt to determine how the superseded data were derived. EY2394 EY2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8931178586(NAD 83) EY2394_MARKER: DE = TRAVERSE STATION DISK EY2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2394_STAMPING: FAITH 1975 EY2394_MARK LOGO: NCGS EY2394_PROJECTION: FLUSH EY2394_MAGNETIC: N = NO MAGNETIC MATERIAL EY2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2394+STABILITY: SURFACE MOTION EY2394 EY2394 HISTORY - Date Condition Report By EY2394 HISTORY - 1975 MONUMENTED NCGS EY2394 HISTORY - 1979 MARK NOT FOUND USGS EY2394 HISTORY - 19820101 GOOD NCGS EY2394 EY2394 STATION DESCRIPTION EY2394 EY2394'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2394'FAITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2394'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2394' EY2394'FAITH IS LOCATED APPROXIMATELY 3.5 MILES SE OF TRENTON, AND 5.2 EY2394'MILES WNW OF POLLOCKSVILLE. TO REACH STATION FROM THE JONES EY2394'COUNTY COURTHOUSE IN TRENTON, PROCEED SOUTHEAST ALONG NC 58 FOR EY2394'4.25 MILES TO STATION ON LEFT, AT A HEDGEROW BETWEEN TWO FIELDS, EY2394'ACROSS HIGHWAY FROM AND NEARLY ON LINE WITH THE WEST SIDE OF EY2394'FAITH MISSIONARY BAPTIST CHURCH, AND 0.8 MILE NORTHWEST OF EY2394'INTERSECTION WITH SR 1121 AT OLIVER CROSSROADS. EY2394' EY2394'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FAITH EY2394'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EY2394'INCHES BELOW THE SURFACE OF THE GROUND. EY2394' EY2394'MARK IS 61.0 FT NE OF C/L OF NC 58 EY2394' EY2394'135.0 FT SE OF PP WITH ALUMINUM REF. TAG EY2394' EY2394'112.3 FT N OF PP WITH ALUMINUM REF. TAG EY2394' EY2394'5.3 FT S OF 6 IN WHITE OAK TREE WITH ALUMINUM REF. TAG EY2394' EY2394'11.9 FT NE OF 15 IN PINE TREE WITH ALUMINUM REF. TAG EY2394 EY2394 STATION RECOVERY (1979) EY2394 EY2394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2394'MARK NOT FOUND. EY2394 EY2394 STATION RECOVERY (1982) EY2394 EY2394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2394'RECOVERED WITH THE FOLLOWING CORRECTIONS. LOCATED 18.8 M (61.7 FT) EY2394'NORTHEAST OF THE CENTERLINE OF NC 58, 31.0 M (101.7 FT) NORTHEAST OF A EY2394'CULVERT UNDER A CHURCH DRIVE--AND 1.6 M (5.2 FT) SOUTH OF A 6-INCH EY2394'WHITE OAK, 17.9 M (58.7 FT) SOUTHEAST OF A POWER POLE, AND 39.8 M EY2394'(130.6 FT) EAST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2158 *********************************************************************** EA2158 DESIGNATION - FERRELL EA2158 PID - EA2158 EA2158 STATE/COUNTY- NC/JONES EA2158 USGS QUAD - STELLA (1994) EA2158 EA2158 *CURRENT SURVEY CONTROL EA2158 ___________________________________________________________________ EA2158* NAD 83(1986)- 34 50 44.08485(N) 077 10 37.90400(W) ADJUSTED EA2158* NAVD 88 - 7.4 (meters) 24. (feet) VERTCON EA2158 ___________________________________________________________________ EA2158 LAPLACE CORR- -1.67 (seconds) DEFLEC99 EA2158 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2158 EA2158 HORZ ORDER - SECOND EA2158 EA2158.The North Carolina HARNS have been completed but, EA2158.due to contractual restrictions, coordinates for these stations EA2158.will NOT be published in the near future. In the interim, the EA2158.published coordinates in North Carolina will not be EA2158.consistent with the Continuously Operating Reference Stations EA2158.(CORS). The HARN coordinates for these stations are available EA2158.upon request. Contact Gary Thompson(919-733-3836). EA2158. EA2158.In addition, the published North Carolina positions EA2158.(NAD 83 (1986)) are NOT consistent with those determined in EA2158.adjacent state readjustments. The discontinuity between stations EA2158.located in North Carolina and those in adjacent states EA2158.which have been adjusted to the HARN may be as much as 5 EA2158.decimeters. This will result in a significant loss of accuracy EA2158.over lines crossing such state borders. EA2158 EA2158 EA2158.The horizontal coordinates were established by classical geodetic methods EA2158.and adjusted by the National Geodetic Survey in July 1986. EA2158 EA2158.The NAVD 88 height was computed by applying the VERTCON shift value to EA2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2158 EA2158.The Laplace correction was computed from DEFLEC99 derived deflections. EA2158 EA2158.The geoid height was determined by GEOID03. EA2158 EA2158; North East Units Scale Factor Converg. EA2158;SPC NC - 123,063.604 776,287.262 MT 0.99989756 +1 03 07.4 EA2158;SPC NC - 403,751.17 2,546,869.13 sFT 0.99989756 +1 03 07.4 EA2158;UTM 18 - 3,858,080.177 300,938.020 MT 1.00008841 -1 14 39.8 EA2158 EA2158! - Elev Factor x Scale Factor = Combined Factor EA2158!SPC NC - 1.00000469 x 0.99989756 = 0.99990225 EA2158!UTM 18 - 1.00000469 x 1.00008841 = 1.00009310 EA2158 EA2158: Primary Azimuth Mark Grid Az EA2158:SPC NC - JOPINES 336 33 21.5 EA2158:UTM 18 - JOPINES 338 51 08.7 EA2158 EA2158|---------------------------------------------------------------------| EA2158| PID Reference Object Distance Geod. Az | EA2158| dddmmss.s | EA2158| EA2159 JOPINES APPROX. 0.7 KM 3373628.9 | EA2158|---------------------------------------------------------------------| EA2158 EA2158 SUPERSEDED SURVEY CONTROL EA2158 EA2158 NAD 27 - 34 50 43.50979(N) 077 10 39.07678(W) AD( ) 2 EA2158 NGVD 29 (07/19/86) 7.7 (m) 25. (f) VERT ANG EA2158 EA2158.Superseded values are not recommended for survey control. EA2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2158.See file dsdata.txt to determine how the superseded data were derived. EA2158 EA2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0093858080(NAD 83) EA2158_MARKER: DE = TRAVERSE STATION DISK EA2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2158_STAMPING: FERRELL 1975 EA2158_MARK LOGO: NCGS EA2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2158+STABILITY: SURFACE MOTION EA2158 EA2158 HISTORY - Date Condition Report By EA2158 HISTORY - 1975 MONUMENTED NCGS EA2158 HISTORY - 19870401 GOOD USPSQD EA2158 HISTORY - 19910824 GOOD USPSQD EA2158 EA2158 STATION DESCRIPTION EA2158 EA2158'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2158'FERRELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2158'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2158' EA2158'FERRELL IS LOCATED APPROXIMATELY 5.1 MILES SOUTHEAST OF MAYSVILLE EA2158'(JONES COUNTY) AND 11.2 MILES NNW OF SWANSBORO (ONSLOW COUNTY). TO EA2158'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT EA2158'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 5.15 MILES TO EA2158'STATION ON RIGHT IN SOUTHWEST SHOULDER, OPPOSITE THREE TOBACCO EA2158'CURING BARNS AND ACROSS HIGHWAY FROM A TWO STORY BROWN HOUSE EA2158'WITH A CONCRETE WALK LEADING TO FRONT DOOR, AND 0.55 MILE EA2158'SOUTHEAST OF SOUTH INTERSECTION WITH SR 1102 LOOP ROAD. EA2158' EA2158'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2158'FERRELL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2158'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EA2158' EA2158'MARK IS 24.0 FT SW OF C/L OF CN 58. EA2158' EA2158'5.6 FT N OF C/L OF PROJECTED CONCRETE WALK TO FRONT DOOR OF HOUSE. EA2158' EA2158'60.5 FT S OF C/L OF ENTRANCE TO FIELD. EA2158' EA2158'4.7 FT S OF MAILBOX WITH ALUMINUM REF. TAG. EA2158' EA2158'126.4 FT SW OF PP WITH ALUMINUM REF. TAG ACROSS HIGHWAY. EA2158 EA2158 STATION RECOVERY (1987) EA2158 EA2158'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2158'RECOVERED IN GOOD CONDITION. EA2158 EA2158 STATION RECOVERY (1991) EA2158 EA2158'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2158'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2400 *********************************************************************** EY2400 DESIGNATION - FIELDS EY2400 PID - EY2400 EY2400 STATE/COUNTY- NC/JONES EY2400 USGS QUAD - TRENTON (1982) EY2400 EY2400 *CURRENT SURVEY CONTROL EY2400 ___________________________________________________________________ EY2400* NAD 83(1986)- 35 02 54.48191(N) 077 21 09.85536(W) ADJUSTED EY2400* NAVD 88 - 12.1 (meters) 40. (feet) VERTCON EY2400 ___________________________________________________________________ EY2400 LAPLACE CORR- -2.37 (seconds) DEFLEC99 EY2400 GEOID HEIGHT- -36.91 (meters) GEOID03 EY2400 EY2400 HORZ ORDER - SECOND EY2400 EY2400.The North Carolina HARNS have been completed but, EY2400.due to contractual restrictions, coordinates for these stations EY2400.will NOT be published in the near future. In the interim, the EY2400.published coordinates in North Carolina will not be EY2400.consistent with the Continuously Operating Reference Stations EY2400.(CORS). The HARN coordinates for these stations are available EY2400.upon request. Contact Gary Thompson(919-733-3836). EY2400. EY2400.In addition, the published North Carolina positions EY2400.(NAD 83 (1986)) are NOT consistent with those determined in EY2400.adjacent state readjustments. The discontinuity between stations EY2400.located in North Carolina and those in adjacent states EY2400.which have been adjusted to the HARN may be as much as 5 EY2400.decimeters. This will result in a significant loss of accuracy EY2400.over lines crossing such state borders. EY2400 EY2400 EY2400.The horizontal coordinates were established by classical geodetic methods EY2400.and adjusted by the National Geodetic Survey in July 1986. EY2400 EY2400.The NAVD 88 height was computed by applying the VERTCON shift value to EY2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2400 EY2400.The Laplace correction was computed from DEFLEC99 derived deflections. EY2400 EY2400.The geoid height was determined by GEOID03. EY2400 EY2400; North East Units Scale Factor Converg. EY2400;SPC NC - 145,285.724 759,862.964 MT 0.99987885 +0 57 02.7 EY2400;SPC NC - 476,658.25 2,492,983.74 sFT 0.99987885 +0 57 02.7 EY2400;UTM 18 - 3,880,948.845 285,414.769 MT 1.00016754 -1 21 05.8 EY2400 EY2400! - Elev Factor x Scale Factor = Combined Factor EY2400!SPC NC - 1.00000390 x 0.99987885 = 0.99988275 EY2400!UTM 18 - 1.00000390 x 1.00016754 = 1.00017144 EY2400 EY2400: Primary Azimuth Mark Grid Az EY2400:SPC NC - POLE 328 20 22.1 EY2400:UTM 18 - POLE 330 38 30.6 EY2400 EY2400|---------------------------------------------------------------------| EY2400| PID Reference Object Distance Geod. Az | EY2400| dddmmss.s | EY2400| EY2401 TRENTON WCTI NB TV TWR APPROX. 0.8 KM 1800522.9 | EY2400| EY2403 POLE 477.941 METERS 3291724.8 | EY2400|---------------------------------------------------------------------| EY2400 EY2400 SUPERSEDED SURVEY CONTROL EY2400 EY2400 NAD 27 - 35 02 53.91161(N) 077 21 11.00404(W) AD( ) 2 EY2400 NGVD 29 (07/19/86) 12.4 (m) 41. (f) VERT ANG EY2400 EY2400.Superseded values are not recommended for survey control. EY2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2400.See file dsdata.txt to determine how the superseded data were derived. EY2400 EY2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8541580949(NAD 83) EY2400_MARKER: DE = TRAVERSE STATION DISK EY2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2400_STAMPING: FIELDS 1975 EY2400_MARK LOGO: NCGS EY2400_PROJECTION: FLUSH EY2400_MAGNETIC: N = NO MAGNETIC MATERIAL EY2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2400+STABILITY: SURFACE MOTION EY2400 EY2400 HISTORY - Date Condition Report By EY2400 HISTORY - 1975 MONUMENTED NCGS EY2400 HISTORY - 1979 MARK NOT FOUND USGS EY2400 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2400 EY2400 STATION DESCRIPTION EY2400 EY2400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2400'FIELDS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2400'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2400' EY2400'FIELDS IS LOCATED APPROXIMATELY 1.0 MILE SOUTH OF TRENTON. TO EY2400'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2400'SOUTHEAST ALONG NC 58 FOR 1.15 MILES TO STATION ON LEFT, AT A PP EY2400'BETWEEN TWO FIELDS AND 0.2 MILE WEST OF T INTERSECTION WITH SR EY2400'1123 (SW). EY2400' EY2400'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2400'FIELDS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2400'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2400' EY2400'MARK IS 32.6 FT NE OF C/L OF NC 58 EY2400' EY2400'58.7 FT E OF SOUTH END OF 15 INCH CULVERT EY2400' EY2400'14.6 FT SE OF PP 240 WITH ALUMINUM REF. TAG EY2400' EY2400'15.7 FT SW OF WIRE GUY POLE EY2400' EY2400'135.9 FT N OF PP WITH ALUMINUM REF. TAG EY2400 EY2400 STATION RECOVERY (1979) EY2400 EY2400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2400'MARK NOT FOUND. EY2400 EY2400 STATION RECOVERY (1982) EY2400 EY2400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2400'THE STATION HAS BEEN DESTROYED BY GRADING. THE STATION WAS SEARCHED EY2400'FOR THROUGH SURVEY MEANS BUT WAS DESTROYED BY HIGHWAY REALIGNMENT IN EY2400'THE AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9421 *********************************************************************** DG9421 DESIGNATION - FISH DG9421 PID - DG9421 DG9421 STATE/COUNTY- NC/JONES DG9421 USGS QUAD - POTTERS HILL (1980) DG9421 DG9421 *CURRENT SURVEY CONTROL DG9421 ___________________________________________________________________ DG9421* NAD 83(1986)- 34 59 49. (N) 077 38 23. (W) SCALED DG9421* NAVD 88 - 25.833 (meters) 84.75 (feet) ADJUSTED DG9421 ___________________________________________________________________ DG9421 GEOID HEIGHT- -36.44 (meters) GEOID03 DG9421 DYNAMIC HT - 25.809 (meters) 84.67 (feet) COMP DG9421 MODELED GRAV- 979,710.7 (mgal) NAVD 88 DG9421 DG9421 VERT ORDER - SECOND CLASS I DG9421 DG9421.The horizontal coordinates were scaled from a topographic map and have DG9421.an estimated accuracy of +/- 6 seconds. DG9421 DG9421.The orthometric height was determined by differential leveling DG9421.and adjusted by the National Geodetic Survey in September 2005. DG9421.No vertical observational check was made to the station. DG9421 DG9421.The geoid height was determined by GEOID03. DG9421 DG9421.The dynamic height is computed by dividing the NAVD 88 DG9421.geopotential number by the normal gravity value computed on the DG9421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9421.degrees latitude (g = 980.6199 gals.). DG9421 DG9421.The modeled gravity was interpolated from observed gravity values. DG9421 DG9421; North East Units Estimated Accuracy DG9421;SPC NC - 139,170. 733,770. MT (+/- 180 meters Scaled) DG9421 DG9421 SUPERSEDED SURVEY CONTROL DG9421 DG9421.No superseded survey control is available for this station. DG9421 DG9421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD590758(NAD 83) DG9421_MARKER: DH = HORIZONTAL CONTROL DISK DG9421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9421_STAMPING: FISH 1999 DG9421_MARK LOGO: NCGS DG9421_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DG9421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9421+STABILITY: SURFACE MOTION DG9421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9421+SATELLITE: SATELLITE OBSERVATIONS - 1999 DG9421 DG9421 HISTORY - Date Condition Report By DG9421 HISTORY - 1999 MONUMENTED NCGS DG9421 DG9421 STATION DESCRIPTION DG9421 DG9421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) DG9421'STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTH OF HARGETTS STORE AND DG9421'16.9 MI (27.2 KM) WEST-SOUTHWEST OF TRENTON. ALONG US 258 FOR 0.45 MI DG9421'(0.72 KM) SOUTH FROM THE NC 41 INTERSECTION, IN SHOULDER ON THE DG9421'APROXIMATE CENTERLINE PROLONGATION OF A FIELD DITCH LEADING EAST, OR DG9421'0.85 MI (1.37 KM) NORTH OF THE JONES/ONSLOW COUNTY LINE. MARK IS DG9421'ABOUT LEVEL WITH US 258 AND IS RECESSED 2-INCHES BELOW GROUND. LOCATED DG9421'16.5 FT (5.0 M) WEST-NORTHWEST OF THE CENTERLINE OF US 258 AND 29.8 FT DG9421'(9.1 M) SOUTHEAST OF A 4-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4677 *********************************************************************** AH4677 DESIGNATION - FOSCUE AH4677 PID - AH4677 AH4677 STATE/COUNTY- NC/JONES AH4677 USGS QUAD - POLLOCKSVILLE (1994) AH4677 AH4677 *CURRENT SURVEY CONTROL AH4677 ___________________________________________________________________ AH4677* NAD 83(1986)- 35 02 22.48097(N) 077 12 34.34878(W) ADJUSTED AH4677* NAVD 88 - 9.47 (+/-2cm) 31.1 (feet) VERTCON AH4677 ___________________________________________________________________ AH4677 LAPLACE CORR- -2.46 (seconds) DEFLEC99 AH4677 GEOID HEIGHT- -37.14 (meters) GEOID03 AH4677 AH4677 HORZ ORDER - SECOND AH4677 VERT ORDER - THIRD (See Below) AH4677 AH4677.The North Carolina HARNS have been completed but, AH4677.due to contractual restrictions, coordinates for these stations AH4677.will NOT be published in the near future. In the interim, the AH4677.published coordinates in North Carolina will not be AH4677.consistent with the Continuously Operating Reference Stations AH4677.(CORS). The HARN coordinates for these stations are available AH4677.upon request. Contact Gary Thompson(919-733-3836). AH4677. AH4677.In addition, the published North Carolina positions AH4677.(NAD 83 (1986)) are NOT consistent with those determined in AH4677.adjacent state readjustments. The discontinuity between stations AH4677.located in North Carolina and those in adjacent states AH4677.which have been adjusted to the HARN may be as much as 5 AH4677.decimeters. This will result in a significant loss of accuracy AH4677.over lines crossing such state borders. AH4677 AH4677 AH4677.The horizontal coordinates were established by classical geodetic methods AH4677.and adjusted by the National Geodetic Survey in October 1998. AH4677 AH4677.The NAVD 88 height was computed by applying the VERTCON shift value to AH4677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4677.The vertical order pertains to the NGVD 29 superseded value. AH4677 AH4677.The Laplace correction was computed from DEFLEC99 derived deflections. AH4677 AH4677.The geoid height was determined by GEOID03. AH4677 AH4677; North East Units Scale Factor Converg. AH4677;SPC NC - 144,526.001 772,941.619 MT 0.99987941 +1 02 00.2 AH4677;SPC NC - 474,165.72 2,535,892.63 sFT 0.99987941 +1 02 00.2 AH4677;UTM 18 - 3,879,663.992 298,455.665 MT 1.00010065 -1 16 08.5 AH4677 AH4677! - Elev Factor x Scale Factor = Combined Factor AH4677!SPC NC - 1.00000434 x 0.99987941 = 0.99988375 AH4677!UTM 18 - 1.00000434 x 1.00010065 = 1.00010499 AH4677 AH4677|---------------------------------------------------------------------| AH4677| PID Reference Object Distance Geod. Az | AH4677| dddmmss.s | AH4677| EY1542 J 214 55.739 METERS 18633 | AH4677|---------------------------------------------------------------------| AH4677 AH4677 SUPERSEDED SURVEY CONTROL AH4677 AH4677 NGVD 29 (10/29/98) 9.79 (m) 32.1 (f) LEVELING 3 AH4677 AH4677.Superseded values are not recommended for survey control. AH4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4677.See file dsdata.txt to determine how the superseded data were derived. AH4677 AH4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9845679664(NAD 83) AH4677_MARKER: DE = TRAVERSE STATION DISK AH4677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4677_STAMPING: FOSCUE 1981 AH4677_MARK LOGO: NCGS AH4677_PROJECTION: FLUSH AH4677_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4677+STABILITY: SURFACE MOTION AH4677 AH4677 HISTORY - Date Condition Report By AH4677 HISTORY - 1981 MONUMENTED NCGS AH4677 AH4677 STATION DESCRIPTION AH4677 AH4677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4677'STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) NORTH-NORTHEAST OF AH4677'POLLOCKSVILLE AND 17.06 KM (10.60 MI) SOUTHWEST OF NEW BERN. ALONG US AH4677'17 FOR 4.83 KM (3.00 MI) NORTH FROM NC 58 (IN POLLOCKSVILLE), OR 1.85 AH4677'KM (1.15 MI) SOUTH OF SR 1002, AT THE DRIVEWAY TO THE FOSCUE AH4677'PLANTATION HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 9.3 AH4677'M (30.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M AH4677'(6.9 FT) NORTH OF THE CENTERLINE OF THE DRIVEWAY, 1.0 M (3.3 FT) SOUTH AH4677'OF A WATER METER COVER, 5.0 M (16.4 FT) WEST OF A CORNER FENCE AH4677'POST--AND 3.9 M (12.8 FT) SOUTHWEST OF A POWER POLE, 19.9 M (65.3 FT) AH4677'NORTHWEST OF A 30-INCH OAK--BOTH WITH REFERENCE TAGS. BENCH MARK--J AH4677'214--IS 55.8 M (183.1 FT) SOUTH OF THE STATION AT THE FOSCUE FAMILY AH4677'CEMETARY, ABOUT 91.4 M (299.9 FT) SOUTHWEST OF THE FOSCUE PLANTATION AH4677'HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1176 *********************************************************************** EA1176 DESIGNATION - FOURTH EA1176 PID - EA1176 EA1176 STATE/COUNTY- NC/JONES EA1176 USGS QUAD - MAYSVILLE (1994) EA1176 EA1176 *CURRENT SURVEY CONTROL EA1176 ___________________________________________________________________ EA1176* NAD 83(1986)- 34 54 23.73563(N) 077 13 52.70981(W) ADJUSTED EA1176* NAVD 88 - 12.198 (meters) 40.02 (feet) ADJUSTED EA1176 ___________________________________________________________________ EA1176 LAPLACE CORR- -2.47 (seconds) DEFLEC99 EA1176 GEOID HEIGHT- -37.21 (meters) GEOID03 EA1176 DYNAMIC HT - 12.187 (meters) 39.98 (feet) COMP EA1176 MODELED GRAV- 979,697.2 (mgal) NAVD 88 EA1176 EA1176 HORZ ORDER - SECOND EA1176 VERT ORDER - FIRST CLASS II EA1176 EA1176.The North Carolina HARNS have been completed but, EA1176.due to contractual restrictions, coordinates for these stations EA1176.will NOT be published in the near future. In the interim, the EA1176.published coordinates in North Carolina will not be EA1176.consistent with the Continuously Operating Reference Stations EA1176.(CORS). The HARN coordinates for these stations are available EA1176.upon request. Contact Gary Thompson(919-733-3836). EA1176. EA1176.In addition, the published North Carolina positions EA1176.(NAD 83 (1986)) are NOT consistent with those determined in EA1176.adjacent state readjustments. The discontinuity between stations EA1176.located in North Carolina and those in adjacent states EA1176.which have been adjusted to the HARN may be as much as 5 EA1176.decimeters. This will result in a significant loss of accuracy EA1176.over lines crossing such state borders. EA1176 EA1176 EA1176.The horizontal coordinates were established by classical geodetic methods EA1176.and adjusted by the National Geodetic Survey in July 1986. EA1176 EA1176.The orthometric height was determined by differential leveling EA1176.and adjusted by the National Geodetic Survey in June 1991. EA1176 EA1176.The Laplace correction was computed from DEFLEC99 derived deflections. EA1176 EA1176.The geoid height was determined by GEOID03. EA1176 EA1176.The dynamic height is computed by dividing the NAVD 88 EA1176.geopotential number by the normal gravity value computed on the EA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1176.degrees latitude (g = 980.6199 gals.). EA1176 EA1176.The modeled gravity was interpolated from observed gravity values. EA1176 EA1176; North East Units Scale Factor Converg. EA1176;SPC NC - 129,741.101 771,218.885 MT 0.99989063 +1 01 15.0 EA1176;SPC NC - 425,658.93 2,530,240.63 sFT 0.99989063 +1 01 15.0 EA1176;UTM 18 - 3,864,956.888 296,140.390 MT 1.00011223 -1 16 38.2 EA1176 EA1176! - Elev Factor x Scale Factor = Combined Factor EA1176!SPC NC - 1.00000393 x 0.99989063 = 0.99989456 EA1176!UTM 18 - 1.00000393 x 1.00011223 = 1.00011616 EA1176 EA1176: Primary Azimuth Mark Grid Az EA1176:SPC NC - MAYSVILLE 182 35 44.2 EA1176:UTM 18 - MAYSVILLE 184 53 37.4 EA1176 EA1176|---------------------------------------------------------------------| EA1176| PID Reference Object Distance Geod. Az | EA1176| dddmmss.s | EA1176| EA1177 MAYSVILLE APPROX. 0.6 KM 1833659.2 | EA1176| EA1175 LUKE APPROX. 0.6 KM 3585856.0 | EA1176|---------------------------------------------------------------------| EA1176 EA1176 SUPERSEDED SURVEY CONTROL EA1176 EA1176 NAD 27 - 34 54 23.16512(N) 077 13 53.87355(W) AD( ) 2 EA1176 NGVD 29 (07/19/86) 12.6 (m) 41. (f) VERT ANG EA1176 EA1176.Superseded values are not recommended for survey control. EA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1176.See file dsdata.txt to determine how the superseded data were derived. EA1176 EA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9614064957(NAD 83) EA1176_MARKER: DE = TRAVERSE STATION DISK EA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1176_SP_SET: CONCRETE POST EA1176_STAMPING: FOURTH 1975 EA1176_MARK LOGO: NCGS EA1176_PROJECTION: FLUSH EA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1176+STABILITY: SURFACE MOTION EA1176 EA1176 HISTORY - Date Condition Report By EA1176 HISTORY - 1975 MONUMENTED NCGS EA1176 HISTORY - 1979 GOOD NCGS EA1176 HISTORY - 19910824 MARK NOT FOUND USPSQD EA1176 HISTORY - 20030130 MARK NOT FOUND USPSQD EA1176 EA1176 STATION DESCRIPTION EA1176 EA1176'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1176'FOURTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1176'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1176' EA1176'FOURTH IS LOCATED IN DOWNTOWN MAYSVILLE, AND 13.0 MILES SSE OF EA1176'TRENTON. STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION EA1176'OF MAIN STREET AND FOURTH STREET. EA1176' EA1176'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1176'FOURTH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1176'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1176' EA1176'MARK IS 26.7 FT E OF C/L OF U.S. 17. EA1176' EA1176'38.0 FT N OF C/L OF FOURTH ST. EA1176' EA1176'59.9 FT N OF PP WITH ALUMINUM REF. TAG. EA1176' EA1176'27.7 FT NW OF 14 INCH OAK WITH ALUMINUM REF. TAG. EA1176' EA1176'72.0 FT S OF PP WITH ALUMINUM REF. TAG. EA1176' EA1176'36.9 FT S OF SW CORNER OF HOUSE. EA1176 EA1176 STATION RECOVERY (1979) EA1176 EA1176'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1176'IN MAYSVILLE. EA1176'0.35 MILE NORTH ALONG U.S. 17 FROM JUNCTION WITH N.C. 58 IN EA1176'MAYSVILLE, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF MAIN EA1176'STREET AND FOURTH STREET, 26.7 FEET EAST OF CENTERLINE OF HIGHWAY, EA1176'38.0 FEET NORTH OF CENTERLINE OF FOURTH STREET, 59.9 FEET NORTH OF EA1176'POWER POLE WITH REFERENCE TAG, 27.7 FEET NORTHWEST OF A 14 INCH EA1176'OAK WITH REFERENCE TAG, 72.0 FEET SOUTH OF POWER POLE WITH EA1176'REFERENCE TAG AND 36.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE. EA1176'THE MARK IS ABOVE LEVEL WITH STREET. EA1176 EA1176 STATION RECOVERY (1991) EA1176 EA1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA1176'MARK NOT FOUND. EA1176 EA1176 STATION RECOVERY (2003) EA1176 EA1176'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA1176'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2426 *********************************************************************** EY2426 DESIGNATION - FOY EY2426 PID - EY2426 EY2426 STATE/COUNTY- NC/JONES EY2426 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2426 EY2426 *CURRENT SURVEY CONTROL EY2426 ___________________________________________________________________ EY2426* NAD 83(1986)- 35 02 20.39823(N) 077 27 37.90800(W) ADJUSTED EY2426* NAVD 88 - 13.0 (meters) 43. (feet) VERTCON EY2426 ___________________________________________________________________ EY2426 LAPLACE CORR- -2.74 (seconds) DEFLEC99 EY2426 GEOID HEIGHT- -36.74 (meters) GEOID03 EY2426 EY2426 HORZ ORDER - SECOND EY2426 EY2426.The North Carolina HARNS have been completed but, EY2426.due to contractual restrictions, coordinates for these stations EY2426.will NOT be published in the near future. In the interim, the EY2426.published coordinates in North Carolina will not be EY2426.consistent with the Continuously Operating Reference Stations EY2426.(CORS). The HARN coordinates for these stations are available EY2426.upon request. Contact Gary Thompson(919-733-3836). EY2426. EY2426.In addition, the published North Carolina positions EY2426.(NAD 83 (1986)) are NOT consistent with those determined in EY2426.adjacent state readjustments. The discontinuity between stations EY2426.located in North Carolina and those in adjacent states EY2426.which have been adjusted to the HARN may be as much as 5 EY2426.decimeters. This will result in a significant loss of accuracy EY2426.over lines crossing such state borders. EY2426 EY2426 EY2426.The horizontal coordinates were established by classical geodetic methods EY2426.and adjusted by the National Geodetic Survey in July 1986. EY2426 EY2426.The NAVD 88 height was computed by applying the VERTCON shift value to EY2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2426 EY2426.The Laplace correction was computed from DEFLEC99 derived deflections. EY2426 EY2426.The geoid height was determined by GEOID03. EY2426 EY2426; North East Units Scale Factor Converg. EY2426;SPC NC - 144,077.796 750,047.344 MT 0.99987945 +0 53 18.7 EY2426;SPC NC - 472,695.24 2,460,780.33 sFT 0.99987945 +0 53 18.7 EY2426;UTM 18 - 3,880,135.911 275,555.447 MT 1.00022089 -1 24 47.8 EY2426 EY2426! - Elev Factor x Scale Factor = Combined Factor EY2426!SPC NC - 1.00000373 x 0.99987945 = 0.99988318 EY2426!UTM 18 - 1.00000373 x 1.00022089 = 1.00022462 EY2426 EY2426|---------------------------------------------------------------------| EY2426| PID Reference Object Distance Geod. Az | EY2426| dddmmss.s | EY2426| EY2425 PHILIPS 355.135 METERS 02842 | EY2426|---------------------------------------------------------------------| EY2426 EY2426 SUPERSEDED SURVEY CONTROL EY2426 EY2426 NAD 27 - 35 02 19.82217(N) 077 27 39.04145(W) AD( ) 2 EY2426 NGVD 29 (07/19/86) 13.3 (m) 44. (f) VERT ANG EY2426 EY2426.Superseded values are not recommended for survey control. EY2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2426.See file dsdata.txt to determine how the superseded data were derived. EY2426 EY2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7555580136(NAD 83) EY2426_MARKER: DE = TRAVERSE STATION DISK EY2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2426_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2426_STAMPING: FOY 1975 EY2426_MARK LOGO: NCGS EY2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2426+STABILITY: SURFACE MOTION EY2426 EY2426 HISTORY - Date Condition Report By EY2426 HISTORY - 1975 MONUMENTED NCGS EY2426 EY2426 STATION DESCRIPTION EY2426 EY2426'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2426'FOY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2426'VICINITY OF TRENTON, NORTH CAROLINA. EY2426' EY2426'FOY IS LOCATED APPROXIMATELY 6.3 MILES WEST OF TRENTON (JONES EY2426'COUNTY) AND 10.7 MILES NNE OF RICHLANDS (ONSLOW COUNTY). TO REACH EY2426'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2426'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND EY2426'SR 1300, THENCE SOUTHWEST ALONG NC 41 FOR 4.5 MILES TO STATION ON EY2426'RIGHT IN WEST SHOULDER, 0.5 MILE NORTH OF ACADEMY GREEN CHURCH, EY2426'AND 0.1 MILE SOUTHWEST OF BRUCE FOYS HOUSE. EY2426' EY2426'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2426'FOY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2426'IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EY2426' EY2426'MARK IS 24.5 FT W OF C/L OF NC 41 EY2426' EY2426'85.3 FT NW OF AND ACROSS HIGHWAY FROM AN 8 INCH GUM WITH ALUMINUM EY2426'REF. TAG EY2426' EY2426'85.2 FT N OF AND ACROSS HIGHWAY FROM AN 8 INCH GUM WITH ALUMINUM EY2426'REF. TAG EY2426' EY2426'362.0 FT N OF C/L PROJECTED OF A DRIVE TO A TWO STORY HOUSE EY2426' EY2426'232.0 FT SW OF A 15 IN PINE ACROSS HIGHWAY WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4667 *********************************************************************** AH4667 DESIGNATION - FRANK AH4667 PID - AH4667 AH4667 STATE/COUNTY- NC/JONES AH4667 USGS QUAD - TRENTON (1982) AH4667 AH4667 *CURRENT SURVEY CONTROL AH4667 ___________________________________________________________________ AH4667* NAD 83(1986)- 35 01 57.55145(N) 077 19 02.93993(W) ADJUSTED AH4667* NAVD 88 - 11.3 (meters) 37. (feet) VERTCON AH4667 ___________________________________________________________________ AH4667 LAPLACE CORR- -2.49 (seconds) DEFLEC99 AH4667 GEOID HEIGHT- -36.98 (meters) GEOID03 AH4667 AH4667 HORZ ORDER - SECOND AH4667 AH4667.The North Carolina HARNS have been completed but, AH4667.due to contractual restrictions, coordinates for these stations AH4667.will NOT be published in the near future. In the interim, the AH4667.published coordinates in North Carolina will not be AH4667.consistent with the Continuously Operating Reference Stations AH4667.(CORS). The HARN coordinates for these stations are available AH4667.upon request. Contact Gary Thompson(919-733-3836). AH4667. AH4667.In addition, the published North Carolina positions AH4667.(NAD 83 (1986)) are NOT consistent with those determined in AH4667.adjacent state readjustments. The discontinuity between stations AH4667.located in North Carolina and those in adjacent states AH4667.which have been adjusted to the HARN may be as much as 5 AH4667.decimeters. This will result in a significant loss of accuracy AH4667.over lines crossing such state borders. AH4667 AH4667 AH4667.The horizontal coordinates were established by classical geodetic methods AH4667.and adjusted by the National Geodetic Survey in October 1998. AH4667 AH4667.The NAVD 88 height was computed by applying the VERTCON shift value to AH4667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4667 AH4667.The Laplace correction was computed from DEFLEC99 derived deflections. AH4667 AH4667.The geoid height was determined by GEOID03. AH4667 AH4667; North East Units Scale Factor Converg. AH4667;SPC NC - 143,585.694 763,108.253 MT 0.99987986 +0 58 16.0 AH4667;SPC NC - 471,080.73 2,503,630.99 sFT 0.99987986 +0 58 16.0 AH4667;UTM 18 - 3,879,119.314 288,590.038 MT 1.00015086 -1 19 51.0 AH4667 AH4667! - Elev Factor x Scale Factor = Combined Factor AH4667!SPC NC - 1.00000403 x 0.99987986 = 0.99988389 AH4667!UTM 18 - 1.00000403 x 1.00015086 = 1.00015489 AH4667 AH4667 SUPERSEDED SURVEY CONTROL AH4667 AH4667 NGVD 29 (10/29/98) 11.6 (m) 38. (f) VERT ANG AH4667 AH4667.Superseded values are not recommended for survey control. AH4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4667.See file dsdata.txt to determine how the superseded data were derived. AH4667 AH4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8859079119(NAD 83) AH4667_MARKER: DE = TRAVERSE STATION DISK AH4667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4667_STAMPING: FRANK 1982 AH4667_MARK LOGO: NCGS AH4667_PROJECTION: FLUSH AH4667_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4667+STABILITY: SURFACE MOTION AH4667 AH4667 HISTORY - Date Condition Report By AH4667 HISTORY - 1982 MONUMENTED NCGS AH4667 AH4667 STATION DESCRIPTION AH4667 AH4667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4667'STATION IS LOCATED ABOUT 6.11 KM (3.80 MI) EAST OF TRENTON AND 10.14 AH4667'KM (6.30 MI) WEST OF POLLOCKSVILLE. ALONG NC 58 FOR 5.95 KM (3.70 MI) AH4667'SOUTH FROM NC 41 (AT THE COURTHOUSE) IN TRENTON, AND 0.16 KM (0.10 MI) AH4667'NORTHWEST OF THE EAST END OF SR 1122, IN THE NORTHEAST HIGHWAY AH4667'SHOULDER, ABOUT 76.20 M (250.00 FT) SOUTHEAST OF A SMALL CREEK. MARK AH4667'IS RECESSED 4 INCHES BELOW GROUND. LOCATED 7.0 M (23.0 FT) NORTHEAST AH4667'OF THE CENTERLINE OF THE HIGHWAY, 40.7 M (133.5 FT) NORTH OF A AH4667'TELEPHONE PEDESTAL ACROSS THE HIGHWAY--AND 47.1 M (154.5 FT) NORTHWEST AH4667'OF A POWER POLE, 35.7 M (117.1 FT) NORTHEAST OF A 24-INCH MAPLE, 41.9 AH4667'M (137.5 FT) EAST OF A 15-INCH GUM--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2428 *********************************************************************** EY2428 DESIGNATION - GAMA EY2428 PID - EY2428 EY2428 STATE/COUNTY- NC/JONES EY2428 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2428 EY2428 *CURRENT SURVEY CONTROL EY2428 ___________________________________________________________________ EY2428* NAD 83(1986)- 35 01 45.71189(N) 077 27 49.42578(W) ADJUSTED EY2428* NAVD 88 - 16.5 (meters) 54. (feet) VERTCON EY2428 ___________________________________________________________________ EY2428 LAPLACE CORR- -2.72 (seconds) DEFLEC99 EY2428 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2428 EY2428 HORZ ORDER - SECOND EY2428 EY2428.The North Carolina HARNS have been completed but, EY2428.due to contractual restrictions, coordinates for these stations EY2428.will NOT be published in the near future. In the interim, the EY2428.published coordinates in North Carolina will not be EY2428.consistent with the Continuously Operating Reference Stations EY2428.(CORS). The HARN coordinates for these stations are available EY2428.upon request. Contact Gary Thompson(919-733-3836). EY2428. EY2428.In addition, the published North Carolina positions EY2428.(NAD 83 (1986)) are NOT consistent with those determined in EY2428.adjacent state readjustments. The discontinuity between stations EY2428.located in North Carolina and those in adjacent states EY2428.which have been adjusted to the HARN may be as much as 5 EY2428.decimeters. This will result in a significant loss of accuracy EY2428.over lines crossing such state borders. EY2428 EY2428 EY2428.The horizontal coordinates were established by classical geodetic methods EY2428.and adjusted by the National Geodetic Survey in July 1986. EY2428 EY2428.The NAVD 88 height was computed by applying the VERTCON shift value to EY2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2428 EY2428.The Laplace correction was computed from DEFLEC99 derived deflections. EY2428 EY2428.The geoid height was determined by GEOID03. EY2428 EY2428; North East Units Scale Factor Converg. EY2428;SPC NC - 143,004.601 749,772.026 MT 0.99988008 +0 53 12.1 EY2428;SPC NC - 469,174.26 2,459,877.06 sFT 0.99988008 +0 53 12.1 EY2428;UTM 18 - 3,879,074.276 275,237.143 MT 1.00022266 -1 24 53.1 EY2428 EY2428! - Elev Factor x Scale Factor = Combined Factor EY2428!SPC NC - 1.00000318 x 0.99988008 = 0.99988326 EY2428!UTM 18 - 1.00000318 x 1.00022266 = 1.00022584 EY2428 EY2428: Primary Azimuth Mark Grid Az EY2428:SPC NC - CHURCHJO 035 54 42.1 EY2428:UTM 18 - CHURCHJO 038 12 47.3 EY2428 EY2428|---------------------------------------------------------------------| EY2428| PID Reference Object Distance Geod. Az | EY2428| dddmmss.s | EY2428| EY2427 CHURCHJO 447.943 METERS 0364754.2 | EY2428|---------------------------------------------------------------------| EY2428 EY2428 SUPERSEDED SURVEY CONTROL EY2428 EY2428 NAD 27 - 35 01 45.13441(N) 077 27 50.55831(W) AD( ) 2 EY2428 NGVD 29 (07/19/86) 16.8 (m) 55. (f) VERT ANG EY2428 EY2428.Superseded values are not recommended for survey control. EY2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2428.See file dsdata.txt to determine how the superseded data were derived. EY2428 EY2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7523779074(NAD 83) EY2428_MARKER: DE = TRAVERSE STATION DISK EY2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2428_STAMPING: GAMA 1975 EY2428_MARK LOGO: NCGS EY2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2428+STABILITY: SURFACE MOTION EY2428 EY2428 HISTORY - Date Condition Report By EY2428 HISTORY - 1975 MONUMENTED NCGS EY2428 HISTORY - 19941110 GOOD USPSQD EY2428 EY2428 STATION DESCRIPTION EY2428 EY2428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2428'GAMA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2428'VICINITY OF TRENTON, NORTH CAROLINA. EY2428' EY2428'GAMA IS LOCATED APPROXIMATELY 6.7 MILES WSW OF TRENTON (JONES EY2428'COUNTY) AND 10.0 MILES NNE OF RICHLANDS (ONSLOW COUNTY). TO REACH EY2428'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2428'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR EY2428'1300, THENCE SOUTHWEST ALONG NC 41 FOR 5.2 MILES TO STATION ON EY2428'LEFT AT A SMALL HOUSE (WHERE THE SLOPE OF THE ROAD BREAKS EY2428'DOWNWARD), 0.55 MILE NORTHEAST OF INTERSECTION WITH SR 1134 EY2428'(S), AND ABOUT 1200 FEET SOUTHWEST OF ACADEMY GREEN CHURCH. EY2428' EY2428'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2428'GAMA 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2428'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2428' EY2428'MARK IS 30.2 FT SE OF C/L OF NC 41 EY2428' EY2428'12.4 FT SW OF C/L OF DRIVEWAY TO HOUSE EY2428' EY2428'8.2 FT S OF W END OF 15 INCH CULVERT UNDER DRIVE EY2428' EY2428'6.1 FT NW OF PP WITH ALUMINUM REF. TAG EY2428' EY2428'64.5 FT W OF NW CORNER OF HOUSE EY2428 EY2428 STATION RECOVERY (1994) EY2428 EY2428'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2428'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4173 *********************************************************************** EY4173 DESIGNATION - GARAGE EY4173 PID - EY4173 EY4173 STATE/COUNTY- NC/JONES EY4173 USGS QUAD - RIVERMONT (1980) EY4173 EY4173 *CURRENT SURVEY CONTROL EY4173 ___________________________________________________________________ EY4173* NAD 83(1986)- 35 13 05.50482(N) 077 30 09.08773(W) ADJUSTED EY4173* NAVD 88 - 20.7 (meters) 68. (feet) VERTCON EY4173 ___________________________________________________________________ EY4173 LAPLACE CORR- -3.27 (seconds) DEFLEC99 EY4173 GEOID HEIGHT- -36.35 (meters) GEOID03 EY4173 EY4173 HORZ ORDER - SECOND EY4173 EY4173.The North Carolina HARNS have been completed but, EY4173.due to contractual restrictions, coordinates for these stations EY4173.will NOT be published in the near future. In the interim, the EY4173.published coordinates in North Carolina will not be EY4173.consistent with the Continuously Operating Reference Stations EY4173.(CORS). The HARN coordinates for these stations are available EY4173.upon request. Contact Gary Thompson(919-733-3836). EY4173. EY4173.In addition, the published North Carolina positions EY4173.(NAD 83 (1986)) are NOT consistent with those determined in EY4173.adjacent state readjustments. The discontinuity between stations EY4173.located in North Carolina and those in adjacent states EY4173.which have been adjusted to the HARN may be as much as 5 EY4173.decimeters. This will result in a significant loss of accuracy EY4173.over lines crossing such state borders. EY4173 EY4173 EY4173.The horizontal coordinates were established by classical geodetic methods EY4173.and adjusted by the National Geodetic Survey in August 1990. EY4173 EY4173.The NAVD 88 height was computed by applying the VERTCON shift value to EY4173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4173 EY4173.The Laplace correction was computed from DEFLEC99 derived deflections. EY4173 EY4173.The geoid height was determined by GEOID03. EY4173 EY4173; North East Units Scale Factor Converg. EY4173;SPC NC - 163,895.012 745,916.638 MT 0.99987276 +0 51 51.5 EY4173;SPC NC - 537,712.22 2,447,228.17 sFT 0.99987276 +0 51 51.5 EY4173;UTM 18 - 3,900,110.309 272,223.907 MT 1.00023944 -1 26 37.7 EY4173 EY4173! - Elev Factor x Scale Factor = Combined Factor EY4173!SPC NC - 1.00000246 x 0.99987276 = 0.99987522 EY4173!UTM 18 - 1.00000246 x 1.00023944 = 1.00024190 EY4173 EY4173 SUPERSEDED SURVEY CONTROL EY4173 EY4173 NGVD 29 (08/13/90) 21.1 (m) 69. (f) VERT ANG EY4173 EY4173.Superseded values are not recommended for survey control. EY4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4173.See file dsdata.txt to determine how the superseded data were derived. EY4173 EY4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7222400110(NAD 83) EY4173_MARKER: DE = TRAVERSE STATION DISK EY4173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4173_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4173_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4173+STABILITY: SURFACE MOTION EY4173 EY4173 HISTORY - Date Condition Report By EY4173 HISTORY - 1979 MONUMENTED NCGS EY4173 HISTORY - 19990328 GOOD USPSQD EY4173 EY4173 STATION DESCRIPTION EY4173 EY4173'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4173'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES WEST OF DOVER AND 5.8 EY4173'MILES SOUTHEAST OF KINSTON. EY4173' EY4173'TO REACH STATION FROM INTERSECTION OF US 70 BYPASS WITH SR 1005 (OLD EY4173'US 70) WEST OF DOVER, PROCEED WESTERLY ALONG US 70 FOR 2.8 MILES TO EY4173'STATION ON THE LEFT ON THE PROLONGATION OF THE WEST SIDE OF A SMALL EY4173'SHINGLED HOUSE AND 0.45 MILE EAST OF THE INTERSECTION WITH SR 1002 EY4173'AND SR 1309. EY4173' EY4173'STATION MARK IS A STANDARD DISK STAMPED---GARAGE 1979---, SET IN TOP EY4173'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4173'THE MARK IS 20.2 FEET SOUTH OF CENTERLINE OF EAST BOUND LANES, 50.8 EY4173'FEET NORTHWEST OF NORTHEAST CORNER OF HOUSE, 42.4 FEET NORTH OF NORTH EY4173'WEST CORNER OF HOUSE, 75.3 FEET WEST-NORTHWEST OF POWER POLE 630 WITH EY4173'REFERENCE TAG AND 15.4 FEET NORTH OF 12 INCH OAK WITH REFERENCE TAG. EY4173 EY4173 STATION RECOVERY (1999) EY4173 EY4173'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4173'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4174 *********************************************************************** EY4174 DESIGNATION - GRAPE EY4174 PID - EY4174 EY4174 STATE/COUNTY- NC/JONES EY4174 USGS QUAD - COVE CITY (1982) EY4174 EY4174 *CURRENT SURVEY CONTROL EY4174 ___________________________________________________________________ EY4174* NAD 83(1986)- 35 09 18.49179(N) 077 20 35.74598(W) ADJUSTED EY4174* NAVD 88 - 16.2 (meters) 53. (feet) VERTCON EY4174 ___________________________________________________________________ EY4174 LAPLACE CORR- -2.40 (seconds) DEFLEC99 EY4174 GEOID HEIGHT- -36.75 (meters) GEOID03 EY4174 EY4174 HORZ ORDER - SECOND EY4174 EY4174.The North Carolina HARNS have been completed but, EY4174.due to contractual restrictions, coordinates for these stations EY4174.will NOT be published in the near future. In the interim, the EY4174.published coordinates in North Carolina will not be EY4174.consistent with the Continuously Operating Reference Stations EY4174.(CORS). The HARN coordinates for these stations are available EY4174.upon request. Contact Gary Thompson(919-733-3836). EY4174. EY4174.In addition, the published North Carolina positions EY4174.(NAD 83 (1986)) are NOT consistent with those determined in EY4174.adjacent state readjustments. The discontinuity between stations EY4174.located in North Carolina and those in adjacent states EY4174.which have been adjusted to the HARN may be as much as 5 EY4174.decimeters. This will result in a significant loss of accuracy EY4174.over lines crossing such state borders. EY4174 EY4174 EY4174.The horizontal coordinates were established by classical geodetic methods EY4174.and adjusted by the National Geodetic Survey in August 1990. EY4174 EY4174.The NAVD 88 height was computed by applying the VERTCON shift value to EY4174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4174 EY4174.The Laplace correction was computed from DEFLEC99 derived deflections. EY4174 EY4174.The geoid height was determined by GEOID03. EY4174 EY4174; North East Units Scale Factor Converg. EY4174;SPC NC - 157,131.159 760,529.700 MT 0.99987401 +0 57 22.4 EY4174;SPC NC - 515,521.14 2,495,171.19 sFT 0.99987401 +0 57 22.4 EY4174;UTM 18 - 3,892,761.302 286,557.535 MT 1.00016149 -1 20 59.1 EY4174 EY4174! - Elev Factor x Scale Factor = Combined Factor EY4174!SPC NC - 1.00000323 x 0.99987401 = 0.99987724 EY4174!UTM 18 - 1.00000323 x 1.00016149 = 1.00016472 EY4174 EY4174 SUPERSEDED SURVEY CONTROL EY4174 EY4174 NGVD 29 (08/13/90) 16.6 (m) 54. (f) VERT ANG EY4174 EY4174.Superseded values are not recommended for survey control. EY4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4174.See file dsdata.txt to determine how the superseded data were derived. EY4174 EY4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8655892761(NAD 83) EY4174_MARKER: DE = TRAVERSE STATION DISK EY4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4174_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4174_STAMPING: GRAPE 1978 EY4174_MARK LOGO: CGS EY4174_PROJECTION: FLUSH EY4174_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4174+STABILITY: SURFACE MOTION EY4174 EY4174 HISTORY - Date Condition Report By EY4174 HISTORY - 1978 MONUMENTED NCGS EY4174 HISTORY - 1985 GOOD USPSQD EY4174 HISTORY - 1989 GOOD USPSQD EY4174 HISTORY - 19890328 GOOD NCGS EY4174 HISTORY - 19910604 GOOD USPSQD EY4174 HISTORY - 19990328 GOOD USPSQD EY4174 EY4174 STATION DESCRIPTION EY4174 EY4174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 EY4174'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTH-SOUTHWEST OF COVE EY4174'CITY AND 6.4 MILES NORTH OF TRENTON. EY4174' EY4174'TO REACH STATION FROM THE SR 1001 OVERPASS OF US 70 BYPASS NORTH OF EY4174'TRENTON, PROCEED WESTERLY ALONG US 70 BYPASS FOR 0.85 MILE TO STATION EY4174'IN THE LEFT SHOULDER. EY4174' EY4174'STATION MARK IS A STANDARD DISK STAMPED---GRAPE 1978---, SET IN TOP EY4174'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY4174'THE MARK IS 26.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST BOUND EY4174'LANES, 6.3 FEET WEST-NORTHWEST OF REFLECTOR POST, 66.1 FEET NORTH OF EY4174'12 INCH POPLAR WITH REFERENCE TAG, 102.8 FEET EAST-NORTHEAST OF 12 EY4174'INCH MAPLE WITH REFERENCE TAG AND 227.3 FEET SOUTHWEST OF SOUTH POST EY4174'OF SPEED LIMIT SIGN ACROSS HIGHWAY. EY4174 EY4174 STATION RECOVERY (1985) EY4174 EY4174'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4174'RECOVERED IN GOOD CONDITION. EY4174 EY4174 STATION RECOVERY (1989) EY4174 EY4174'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY4174'RECOVERED IN GOOD CONDITION. EY4174 EY4174 STATION RECOVERY (1989) EY4174 EY4174'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EY4174'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS EY4174'LOCATED 54.7 FT (16.7 M) WEST-NORTHWEST OF THE SOUTH-MOST--REST EY4174'AREA--SIGN POST WITH A REFERENCE TAG. EY4174 EY4174 STATION RECOVERY (1991) EY4174 EY4174'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4174'RECOVERED IN GOOD CONDITION. EY4174 EY4174 STATION RECOVERY (1999) EY4174 EY4174'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4174'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4175 *********************************************************************** EY4175 DESIGNATION - GREAT EY4175 PID - EY4175 EY4175 STATE/COUNTY- NC/JONES EY4175 USGS QUAD - DOVER (1982) EY4175 EY4175 *CURRENT SURVEY CONTROL EY4175 ___________________________________________________________________ EY4175* NAD 83(1986)- 35 11 36.39924(N) 077 24 32.03871(W) ADJUSTED EY4175* NAVD 88 - 18.7 (meters) 61. (feet) VERTCON EY4175 ___________________________________________________________________ EY4175 LAPLACE CORR- -3.07 (seconds) DEFLEC99 EY4175 GEOID HEIGHT- -36.58 (meters) GEOID03 EY4175 EY4175 HORZ ORDER - SECOND EY4175 EY4175.The North Carolina HARNS have been completed but, EY4175.due to contractual restrictions, coordinates for these stations EY4175.will NOT be published in the near future. In the interim, the EY4175.published coordinates in North Carolina will not be EY4175.consistent with the Continuously Operating Reference Stations EY4175.(CORS). The HARN coordinates for these stations are available EY4175.upon request. Contact Gary Thompson(919-733-3836). EY4175. EY4175.In addition, the published North Carolina positions EY4175.(NAD 83 (1986)) are NOT consistent with those determined in EY4175.adjacent state readjustments. The discontinuity between stations EY4175.located in North Carolina and those in adjacent states EY4175.which have been adjusted to the HARN may be as much as 5 EY4175.decimeters. This will result in a significant loss of accuracy EY4175.over lines crossing such state borders. EY4175 EY4175 EY4175.The horizontal coordinates were established by classical geodetic methods EY4175.and adjusted by the National Geodetic Survey in August 1990. EY4175 EY4175.The NAVD 88 height was computed by applying the VERTCON shift value to EY4175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4175 EY4175.The Laplace correction was computed from DEFLEC99 derived deflections. EY4175 EY4175.The geoid height was determined by GEOID03. EY4175 EY4175; North East Units Scale Factor Converg. EY4175;SPC NC - 161,282.251 754,482.608 MT 0.99987311 +0 55 06.0 EY4175;SPC NC - 529,140.19 2,475,331.69 sFT 0.99987311 +0 55 06.0 EY4175;UTM 18 - 3,897,153.740 280,680.627 MT 1.00019284 -1 23 20.0 EY4175 EY4175! - Elev Factor x Scale Factor = Combined Factor EY4175!SPC NC - 1.00000280 x 0.99987311 = 0.99987591 EY4175!UTM 18 - 1.00000280 x 1.00019284 = 1.00019564 EY4175 EY4175 SUPERSEDED SURVEY CONTROL EY4175 EY4175 NGVD 29 (08/13/90) 19.1 (m) 63. (f) VERT ANG EY4175 EY4175.Superseded values are not recommended for survey control. EY4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4175.See file dsdata.txt to determine how the superseded data were derived. EY4175 EY4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8068197154(NAD 83) EY4175_MARKER: DE = TRAVERSE STATION DISK EY4175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4175_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4175_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4175+STABILITY: SURFACE MOTION EY4175 EY4175 HISTORY - Date Condition Report By EY4175 HISTORY - 1978 MONUMENTED NCGS EY4175 HISTORY - 1985 GOOD USPSQD EY4175 HISTORY - 1989 GOOD USPSQD EY4175 HISTORY - 19910603 MARK NOT FOUND USPSQD EY4175 HISTORY - 19990328 GOOD USPSQD EY4175 EY4175 STATION DESCRIPTION EY4175 EY4175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4175'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF DOVER AND EY4175'5.1 MILES WEST OF COVE CITY. EY4175' EY4175'TO REACH STATION FROM INTERSECTION OF SR 1005 WITH US 70 BYPASS AT EY4175'DOVER, PROCEED SOUTHEAST ALONG US 70 BYPASS FOR 3.15 MILES TO STATION EY4175'IN THE RIGHT SHOULDER AT A CONCRETE HEADWALL AT EAST SIDE OF WOODS EY4175'LINE, AND 5.55 MILES WEST OF THE SR 1001 OVERPASS NORTH OF TRENTON. EY4175' EY4175'STATION MARK IS A STANDARD DISK STAMPED---GREAT 1978---,SET IN TOP OF EY4175'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE EY4175'MARK IS 30.7 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, 33.8 EY4175'FEET NORTH-NORTHEAST OF SOUTHEAST END OF HEADWALL, 33.2 FEET EAST- EY4175'NORTHEAST OF NORTHWEST END OF HEADWALL, 120.7 FEET NORTH OF CENTER EY4175'BRACE FENCE POST WITH REFERENCE TAG AND 93.1 FEET NORTHEAST OF FENCE EY4175'POST WITH REFERENCE TAG. EY4175 EY4175 STATION RECOVERY (1985) EY4175 EY4175'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4175'RECOVERED IN GOOD CONDITION. EY4175 EY4175 STATION RECOVERY (1989) EY4175 EY4175'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY4175'RECOVERED IN GOOD CONDITION. EY4175 EY4175 STATION RECOVERY (1991) EY4175 EY4175'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4175'MARK NOT FOUND. EY4175 EY4175 STATION RECOVERY (1999) EY4175 EY4175'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4175'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4666 *********************************************************************** AH4666 DESIGNATION - GROVE AH4666 PID - AH4666 AH4666 STATE/COUNTY- NC/JONES AH4666 USGS QUAD - TRENTON (1982) AH4666 AH4666 *CURRENT SURVEY CONTROL AH4666 ___________________________________________________________________ AH4666* NAD 83(1986)- 35 02 03.26285(N) 077 19 37.19887(W) ADJUSTED AH4666* NAVD 88 - 12.2 (meters) 40. (feet) VERTCON AH4666 ___________________________________________________________________ AH4666 LAPLACE CORR- -2.41 (seconds) DEFLEC99 AH4666 GEOID HEIGHT- -36.96 (meters) GEOID03 AH4666 AH4666 HORZ ORDER - SECOND AH4666 AH4666.The North Carolina HARNS have been completed but, AH4666.due to contractual restrictions, coordinates for these stations AH4666.will NOT be published in the near future. In the interim, the AH4666.published coordinates in North Carolina will not be AH4666.consistent with the Continuously Operating Reference Stations AH4666.(CORS). The HARN coordinates for these stations are available AH4666.upon request. Contact Gary Thompson(919-733-3836). AH4666. AH4666.In addition, the published North Carolina positions AH4666.(NAD 83 (1986)) are NOT consistent with those determined in AH4666.adjacent state readjustments. The discontinuity between stations AH4666.located in North Carolina and those in adjacent states AH4666.which have been adjusted to the HARN may be as much as 5 AH4666.decimeters. This will result in a significant loss of accuracy AH4666.over lines crossing such state borders. AH4666 AH4666 AH4666.The horizontal coordinates were established by classical geodetic methods AH4666.and adjusted by the National Geodetic Survey in October 1998. AH4666 AH4666.The NAVD 88 height was computed by applying the VERTCON shift value to AH4666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4666 AH4666.The Laplace correction was computed from DEFLEC99 derived deflections. AH4666 AH4666.The geoid height was determined by GEOID03. AH4666 AH4666; North East Units Scale Factor Converg. AH4666;SPC NC - 143,746.982 762,237.129 MT 0.99987976 +0 57 56.2 AH4666;SPC NC - 471,609.89 2,500,772.98 sFT 0.99987976 +0 57 56.2 AH4666;UTM 18 - 3,879,315.515 287,725.859 MT 1.00015538 -1 20 10.9 AH4666 AH4666! - Elev Factor x Scale Factor = Combined Factor AH4666!SPC NC - 1.00000389 x 0.99987976 = 0.99988365 AH4666!UTM 18 - 1.00000389 x 1.00015538 = 1.00015927 AH4666 AH4666 SUPERSEDED SURVEY CONTROL AH4666 AH4666 NGVD 29 (10/29/98) 12.5 (m) 41. (f) VERT ANG AH4666 AH4666.Superseded values are not recommended for survey control. AH4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4666.See file dsdata.txt to determine how the superseded data were derived. AH4666 AH4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8772679316(NAD 83) AH4666_MARKER: DE = TRAVERSE STATION DISK AH4666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4666_STAMPING: GROVE 1982 AH4666_MARK LOGO: NCGS AH4666_PROJECTION: FLUSH AH4666_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4666+STABILITY: SURFACE MOTION AH4666 AH4666 HISTORY - Date Condition Report By AH4666 HISTORY - 1982 MONUMENTED NCGS AH4666 AH4666 STATION DESCRIPTION AH4666 AH4666'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4666'STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) EAST OF TRENTON AND 11.1 KM AH4666'(6.9 MI) WEST OF POLLOCKSVILLE. ALONG NC 58 FOR 5.12 KM (3.18 MI) AH4666'SOUTH FROM NC 41 (AT THE COURTHOUSE) IN TRENTON, AND 0.16 KM (0.10 MI) AH4666'EAST OF SR 1122 (WEST LOOP), ON THE NORTH SIDE OF THE HIGHWAY, AT A AH4666'POWER POLE, ON THE PROLONGATION OF THE EAST SIDE OF MAPLE GROVE AH4666'CHURCH. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 14.7 M (48.2 AH4666'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 30.9 M (101.4 FT) WEST OF AH4666'THE PROLONGATION OF A DRIVE TO A HOUSE IN THE FIELD--AND 2.0 M (6.6 AH4666'FT) SOUTH OF A POWER POLE, 33.5 M (109.9 FT) WEST OF A 15-INCH PINE AT AH4666'THE WOODS CORNER, 31.0 M (101.7 FT) SOUTHWEST OF AN 8-INCH GUM--ALL AH4666'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2417 *********************************************************************** EY2417 DESIGNATION - GUM EY2417 PID - EY2417 EY2417 STATE/COUNTY- NC/JONES EY2417 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2417 EY2417 *CURRENT SURVEY CONTROL EY2417 ___________________________________________________________________ EY2417* NAD 83(1986)- 35 04 03.55421(N) 077 24 46.05259(W) ADJUSTED EY2417* NAVD 88 - 11.4 (meters) 37. (feet) VERTCON EY2417 ___________________________________________________________________ EY2417 LAPLACE CORR- -2.70 (seconds) DEFLEC99 EY2417 GEOID HEIGHT- -36.78 (meters) GEOID03 EY2417 EY2417 HORZ ORDER - SECOND EY2417 EY2417.The North Carolina HARNS have been completed but, EY2417.due to contractual restrictions, coordinates for these stations EY2417.will NOT be published in the near future. In the interim, the EY2417.published coordinates in North Carolina will not be EY2417.consistent with the Continuously Operating Reference Stations EY2417.(CORS). The HARN coordinates for these stations are available EY2417.upon request. Contact Gary Thompson(919-733-3836). EY2417. EY2417.In addition, the published North Carolina positions EY2417.(NAD 83 (1986)) are NOT consistent with those determined in EY2417.adjacent state readjustments. The discontinuity between stations EY2417.located in North Carolina and those in adjacent states EY2417.which have been adjusted to the HARN may be as much as 5 EY2417.decimeters. This will result in a significant loss of accuracy EY2417.over lines crossing such state borders. EY2417 EY2417 EY2417.The horizontal coordinates were established by classical geodetic methods EY2417.and adjusted by the National Geodetic Survey in July 1986. EY2417 EY2417.The NAVD 88 height was computed by applying the VERTCON shift value to EY2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2417 EY2417.The Laplace correction was computed from DEFLEC99 derived deflections. EY2417 EY2417.The geoid height was determined by GEOID03. EY2417 EY2417; North East Units Scale Factor Converg. EY2417;SPC NC - 147,324.557 754,351.270 MT 0.99987773 +0 54 57.9 EY2417;SPC NC - 483,347.32 2,474,900.79 sFT 0.99987773 +0 54 57.9 EY2417;UTM 18 - 3,883,208.165 279,987.793 MT 1.00019660 -1 23 12.5 EY2417 EY2417! - Elev Factor x Scale Factor = Combined Factor EY2417!SPC NC - 1.00000399 x 0.99987773 = 0.99988172 EY2417!UTM 18 - 1.00000399 x 1.00019660 = 1.00020059 EY2417 EY2417: Primary Azimuth Mark Grid Az EY2417:SPC NC - WILSON 057 20 42.1 EY2417:UTM 18 - WILSON 059 38 52.5 EY2417 EY2417|---------------------------------------------------------------------| EY2417| PID Reference Object Distance Geod. Az | EY2417| dddmmss.s | EY2417| EY2416 WILSON APPROX. 0.7 KM 0581540.0 | EY2417|---------------------------------------------------------------------| EY2417 EY2417 SUPERSEDED SURVEY CONTROL EY2417 EY2417 NAD 27 - 35 04 02.98296(N) 077 24 47.19296(W) AD( ) 2 EY2417 NGVD 29 (07/19/86) 11.7 (m) 38. (f) VERT ANG EY2417 EY2417.Superseded values are not recommended for survey control. EY2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2417.See file dsdata.txt to determine how the superseded data were derived. EY2417 EY2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7998883208(NAD 83) EY2417_MARKER: DE = TRAVERSE STATION DISK EY2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2417_STAMPING: GUM 1975 EY2417_MARK LOGO: NCGS EY2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2417+STABILITY: SURFACE MOTION EY2417 EY2417 HISTORY - Date Condition Report By EY2417 HISTORY - 1975 MONUMENTED NCGS EY2417 EY2417 STATION DESCRIPTION EY2417 EY2417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2417'GUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2417'VICINITY OF TRENTON, NORTH CAROLINA. EY2417' EY2417'GUM IS LOCATED APPROXIMATELY 3.4 MILES WEST OF TRENTON. TO REACH EY2417'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2417'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR EY2417'1300, THENCE SOUTHWEST ALONG NC 41 FOR 1.0 MILE TO STATION ON EY2417'RIGHT, AND IN NORTHWEST SHOULDER NEAR A LONE GUM TREE. EY2417' EY2417'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GUM EY2417'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EY2417'6 INCHES BELOW THE SURFACE OF THE GROUND. EY2417' EY2417'MARK IS 20.6 FT NW OF C/L OF NC 41 EY2417' EY2417'13.9 FT SE OF 20 INCH GUM WITH ALUMINUM REF. TAG EY2417' EY2417'42.0 FT SW OF TELEPHONE PEDESTAL 33W EY2417' EY2417'150.5 FT NE OF PP WITH ALUMINUM REF. TAG EY2417' EY2417'127.3 FT SW OF 24 INCH GUM WITH ALUMINUM REF. TAG EY2417' EY2417'102.5 FT W OF 22 INCH PINE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1170 *********************************************************************** EA1170 DESIGNATION - GUYED EA1170 PID - EA1170 EA1170 STATE/COUNTY- NC/JONES EA1170 USGS QUAD - MAYSVILLE (1994) EA1170 EA1170 *CURRENT SURVEY CONTROL EA1170 ___________________________________________________________________ EA1170* NAD 83(1986)- 34 58 13.12994(N) 077 14 24.44621(W) ADJUSTED EA1170* NAVD 88 - 11.501 (meters) 37.73 (feet) ADJUSTED EA1170 ___________________________________________________________________ EA1170 LAPLACE CORR- -2.87 (seconds) DEFLEC99 EA1170 GEOID HEIGHT- -37.17 (meters) GEOID03 EA1170 DYNAMIC HT - 11.490 (meters) 37.70 (feet) COMP EA1170 MODELED GRAV- 979,699.1 (mgal) NAVD 88 EA1170 EA1170 HORZ ORDER - SECOND EA1170 VERT ORDER - FIRST CLASS II EA1170 EA1170.The North Carolina HARNS have been completed but, EA1170.due to contractual restrictions, coordinates for these stations EA1170.will NOT be published in the near future. In the interim, the EA1170.published coordinates in North Carolina will not be EA1170.consistent with the Continuously Operating Reference Stations EA1170.(CORS). The HARN coordinates for these stations are available EA1170.upon request. Contact Gary Thompson(919-733-3836). EA1170. EA1170.In addition, the published North Carolina positions EA1170.(NAD 83 (1986)) are NOT consistent with those determined in EA1170.adjacent state readjustments. The discontinuity between stations EA1170.located in North Carolina and those in adjacent states EA1170.which have been adjusted to the HARN may be as much as 5 EA1170.decimeters. This will result in a significant loss of accuracy EA1170.over lines crossing such state borders. EA1170 EA1170 EA1170.The horizontal coordinates were established by classical geodetic methods EA1170.and adjusted by the National Geodetic Survey in July 1986. EA1170 EA1170.The orthometric height was determined by differential leveling EA1170.and adjusted by the National Geodetic Survey in June 1991. EA1170 EA1170.The Laplace correction was computed from DEFLEC99 derived deflections. EA1170 EA1170.The geoid height was determined by GEOID03. EA1170 EA1170.The dynamic height is computed by dividing the NAVD 88 EA1170.geopotential number by the normal gravity value computed on the EA1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1170.degrees latitude (g = 980.6199 gals.). EA1170 EA1170.The modeled gravity was interpolated from observed gravity values. EA1170 EA1170; North East Units Scale Factor Converg. EA1170;SPC NC - 136,794.011 770,288.119 MT 0.99988459 +1 00 56.7 EA1170;SPC NC - 448,798.35 2,527,186.94 sFT 0.99988459 +1 00 56.7 EA1170;UTM 18 - 3,872,043.064 295,493.164 MT 1.00011548 -1 17 03.8 EA1170 EA1170! - Elev Factor x Scale Factor = Combined Factor EA1170!SPC NC - 1.00000403 x 0.99988459 = 0.99988862 EA1170!UTM 18 - 1.00000403 x 1.00011548 = 1.00011951 EA1170 EA1170: Primary Azimuth Mark Grid Az EA1170:SPC NC - PAGE 184 46 37.6 EA1170:UTM 18 - PAGE 187 04 38.1 EA1170 EA1170|---------------------------------------------------------------------| EA1170| PID Reference Object Distance Geod. Az | EA1170| dddmmss.s | EA1170| EA1172 PAGE APPROX. 2.3 KM 1854734.3 | EA1170|---------------------------------------------------------------------| EA1170 EA1170 SUPERSEDED SURVEY CONTROL EA1170 EA1170 NAD 27 - 34 58 12.56212(N) 077 14 25.60757(W) AD( ) 2 EA1170 NGVD 29 (07/19/86) 11.8 (m) 39. (f) VERT ANG EA1170 EA1170.Superseded values are not recommended for survey control. EA1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1170.See file dsdata.txt to determine how the superseded data were derived. EA1170 EA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9549372043(NAD 83) EA1170_MARKER: DE = TRAVERSE STATION DISK EA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1170_SP_SET: CONCRETE POST EA1170_STAMPING: GUYED 1975 EA1170_MARK LOGO: NCGS EA1170_PROJECTION: RECESSED 3 CENTIMETERS EA1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1170+STABILITY: SURFACE MOTION EA1170 EA1170 HISTORY - Date Condition Report By EA1170 HISTORY - 1975 MONUMENTED NCGS EA1170 HISTORY - 1979 GOOD NCGS EA1170 EA1170 STATION DESCRIPTION EA1170 EA1170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1170'GUYED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1170'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA1170' EA1170'GUYED IS LOCATED APPROXIMATELY 2.6 MILES SSW OF POLLOCKSVILLE, EA1170'4.5 MILES NORTH OF MAYSVILLE AND 9.0 MILES SOUTHEAST OF TRENTON. TO EA1170'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 NEAR EA1170'POLLOCKSVILLE, PROCEED SOUTH ALONG U.S. 17 FOR 2.15 MILES TO EA1170'STATION ON RIGHT NEAR WOODS LINE AND BETWEEN POWER POLE 389 AND EA1170'POWER POLE 388 AND 0.05 MILE NORTH OF INTERSECTION WITH CARPENTER EA1170'RD. (A FORESTRY ROAD). EA1170' EA1170'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1170'GUYED 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1170'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA1170' EA1170'MARK IS 47.7 FT W OF C/L OF U.S. 17. EA1170' EA1170'31.2 FT SE OF 15 INCH PINE WITH ALUMINUM REF. TAG. EA1170' EA1170'46.3 FT S OF 15 INCH PINE WITH ALUMINUM REF. TAG. EA1170' EA1170'57.2 FT NE OF 15 INCH PINE WITH ALUMINUM REF. TAG. EA1170' EA1170'145.3 FT N OF PP 388 WITH ALUMINUM REF. TAG. EA1170' EA1170'160.7 FT S OF PP 389. EA1170 EA1170 STATION RECOVERY (1979) EA1170 EA1170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1170'2.6 MI SSW FROM POLLOCKSVILLE. EA1170'2.15 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA1170'SOUTH OF POLLOCKSVILLE, NEAR WOODS LINE BETWEEN POWER POLE 389 EA1170'AND POWER POLE 388 AND 0.05 MILE NORTH OF CARPENTER ROAD (A FORESTRY EA1170'ROAD), 47.7 FEET WEST OF CENTERLINE OF HIGHWAY, 145.3 FEET NORTH EA1170'OF POWER POLE 388 WITH REFERENCE TAG, 160.7 FEET SOUTH OF POWER EA1170'POLE 389 WITH REFERENCE TAG, 46.3 FEET SOUTH OF A 15 INCH PINE EA1170'WITH REFERENCE TAG, 57.2 FEET NORTHEAST OF A 15 INCH PINE WITH EA1170'REFERENCE TAG AND 31.2 FEET SOUTHEAST OF A 15 INCH PINE WITH EA1170'REFERENCE TAG. EA1170'THE MARK IS 0.6 FT SE FROM A WITNESS POST. EA1170'THE MARK IS 1 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1537 *********************************************************************** EY1537 DESIGNATION - H 214 EY1537 PID - EY1537 EY1537 STATE/COUNTY- NC/JONES EY1537 USGS QUAD - POLLOCKSVILLE (1994) EY1537 EY1537 *CURRENT SURVEY CONTROL EY1537 ___________________________________________________________________ EY1537* NAD 83(1986)- 35 03 53.66350(N) 077 11 33.36548(W) ADJUSTED EY1537* NAVD 88 - 9.298 (meters) 30.51 (feet) ADJUSTED EY1537 ___________________________________________________________________ EY1537 LAPLACE CORR- -2.35 (seconds) DEFLEC99 EY1537 GEOID HEIGHT- -37.12 (meters) GEOID03 EY1537 DYNAMIC HT - 9.289 (meters) 30.48 (feet) COMP EY1537 MODELED GRAV- 979,709.6 (mgal) NAVD 88 EY1537 OBS GRAVITY - 979,714.3 (mgal) GRAV_OBS EY1537 EY1537 HORZ ORDER - THIRD EY1537 VERT ORDER - FIRST CLASS II EY1537 EY1537.The North Carolina HARNS have been completed but, EY1537.due to contractual restrictions, coordinates for these stations EY1537.will NOT be published in the near future. In the interim, the EY1537.published coordinates in North Carolina will not be EY1537.consistent with the Continuously Operating Reference Stations EY1537.(CORS). The HARN coordinates for these stations are available EY1537.upon request. Contact Gary Thompson(919-733-3836). EY1537. EY1537.In addition, the published North Carolina positions EY1537.(NAD 83 (1986)) are NOT consistent with those determined in EY1537.adjacent state readjustments. The discontinuity between stations EY1537.located in North Carolina and those in adjacent states EY1537.which have been adjusted to the HARN may be as much as 5 EY1537.decimeters. This will result in a significant loss of accuracy EY1537.over lines crossing such state borders. EY1537 EY1537 EY1537.The horizontal coordinates were established by classical geodetic methods EY1537.and adjusted by the National Geodetic Survey in October 1998. EY1537 EY1537.The orthometric height was determined by differential leveling EY1537.and adjusted by the National Geodetic Survey in June 1991. EY1537 EY1537.The Laplace correction was computed from DEFLEC99 derived deflections. EY1537 EY1537.The geoid height was determined by GEOID03. EY1537 EY1537.The dynamic height is computed by dividing the NAVD 88 EY1537.geopotential number by the normal gravity value computed on the EY1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1537.degrees latitude (g = 980.6199 gals.). EY1537 EY1537.The modeled gravity was interpolated from observed gravity values. EY1537.The observed gravity was obtained from relative gravimeter ties EY1537.to the IGSN71 gravity network. EY1537 EY1537; North East Units Scale Factor Converg. EY1537;SPC NC - 147,363.179 774,435.686 MT 0.99987788 +1 02 35.4 EY1537;SPC NC - 483,474.03 2,540,794.41 sFT 0.99987788 +1 02 35.4 EY1537;UTM 18 - 3,882,439.451 300,062.877 MT 1.00009269 -1 15 36.3 EY1537 EY1537! - Elev Factor x Scale Factor = Combined Factor EY1537!SPC NC - 1.00000437 x 0.99987788 = 0.99988225 EY1537!UTM 18 - 1.00000437 x 1.00009269 = 1.00009706 EY1537 EY1537 SUPERSEDED SURVEY CONTROL EY1537 EY1537 NGVD 29 (10/29/98) 9.62 (m) 31.6 (f) LEVELING 3 EY1537 EY1537.Superseded values are not recommended for survey control. EY1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1537.See file dsdata.txt to determine how the superseded data were derived. EY1537 EY1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0006382439(NAD 83) EY1537_MARKER: I = METAL ROD EY1537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1537_SP_SET: STAINLESS STEEL ROD EY1537_STAMPING: H 214 1979 EY1537_MARK LOGO: NGS EY1537_PROJECTION: FLUSH EY1537_MAGNETIC: I = MARKER IS A STEEL ROD EY1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1537_ROD/PIPE-DEPTH: 6.10 meters EY1537 EY1537 HISTORY - Date Condition Report By EY1537 HISTORY - 1979 MONUMENTED NGS EY1537 HISTORY - 19830101 GOOD NCGS EY1537 HISTORY - 1987 GOOD USPSQD EY1537 EY1537 STATION DESCRIPTION EY1537 EY1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1537'4.4 MI NNE FROM POLLOCKSVILLE. EY1537'5.2 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EY1537'SOUTH OF POLLOCKSVILLE, AT THE JUNCTION WITH THE NORTH END OF EY1537'SR 1330 (LOOP ROAD), AND AT A --JONES COUNTY-- BRICK SIGN BASE, EY1537'49.3 FEET NORTH-NORTHWEST OF HIGHWAY, 116.8 FEET WEST-SOUTHWEST EY1537'OF ROAD, 86.3 FEET EAST OF A POWER POLE WITH REFERENCE TAG AND EY1537'1.4 FEET SOUTH OF SOUTH END OF SIGN. THE DATUM POINT IS A STEEL EY1537'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC EY1537'SURVEY LOGO FLANGE WITH ACCESS COVER. EY1537'THE MARK IS 1 FT N FROM A WITNESS POST. EY1537'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1537 EY1537 STATION RECOVERY (1983) EY1537 EY1537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EY1537'RECOVERED AS DESCRIBED. EY1537 EY1537 STATION RECOVERY (1987) EY1537 EY1537'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EY1537'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2593 *********************************************************************** EY2593 DESIGNATION - H MILLER EY2593 PID - EY2593 EY2593 STATE/COUNTY- NC/JONES EY2593 USGS QUAD - COMFORT (1980) EY2593 EY2593 *CURRENT SURVEY CONTROL EY2593 ___________________________________________________________________ EY2593* NAD 83(1986)- 35 00 21.52401(N) 077 36 49.52141(W) ADJUSTED EY2593* NAVD 88 - 20.004 (meters) 65.63 (feet) ADJUSTED EY2593 ___________________________________________________________________ EY2593 LAPLACE CORR- -3.59 (seconds) DEFLEC99 EY2593 GEOID HEIGHT- -36.49 (meters) GEOID03 EY2593 DYNAMIC HT - 19.985 (meters) 65.57 (feet) COMP EY2593 MODELED GRAV- 979,707.0 (mgal) NAVD 88 EY2593 EY2593 HORZ ORDER - SECOND EY2593 VERT ORDER - SECOND CLASS I EY2593 EY2593.The North Carolina HARNS have been completed but, EY2593.due to contractual restrictions, coordinates for these stations EY2593.will NOT be published in the near future. In the interim, the EY2593.published coordinates in North Carolina will not be EY2593.consistent with the Continuously Operating Reference Stations EY2593.(CORS). The HARN coordinates for these stations are available EY2593.upon request. Contact Gary Thompson(919-733-3836). EY2593. EY2593.In addition, the published North Carolina positions EY2593.(NAD 83 (1986)) are NOT consistent with those determined in EY2593.adjacent state readjustments. The discontinuity between stations EY2593.located in North Carolina and those in adjacent states EY2593.which have been adjusted to the HARN may be as much as 5 EY2593.decimeters. This will result in a significant loss of accuracy EY2593.over lines crossing such state borders. EY2593 EY2593 EY2593.The horizontal coordinates were established by classical geodetic methods EY2593.and adjusted by the National Geodetic Survey in July 1986. EY2593 EY2593.The orthometric height was determined by differential leveling EY2593.and adjusted by the National Geodetic Survey in September 2005. EY2593 EY2593.The Laplace correction was computed from DEFLEC99 derived deflections. EY2593 EY2593.The geoid height was determined by GEOID03. EY2593 EY2593.The dynamic height is computed by dividing the NAVD 88 EY2593.geopotential number by the normal gravity value computed on the EY2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2593.degrees latitude (g = 980.6199 gals.). EY2593 EY2593.The modeled gravity was interpolated from observed gravity values. EY2593 EY2593; North East Units Scale Factor Converg. EY2593;SPC NC - 140,209.256 736,120.620 MT 0.99988174 +0 48 00.4 EY2593;SPC NC - 460,003.20 2,415,089.07 sFT 0.99988174 +0 48 00.4 EY2593;UTM 18 - 3,876,828.386 261,479.284 MT 1.00030123 -1 30 00.4 EY2593 EY2593! - Elev Factor x Scale Factor = Combined Factor EY2593!SPC NC - 1.00000259 x 0.99988174 = 0.99988433 EY2593!UTM 18 - 1.00000259 x 1.00030123 = 1.00030382 EY2593 EY2593: Primary Azimuth Mark Grid Az EY2593:SPC NC - LIME 078 35 23.4 EY2593:UTM 18 - LIME 080 53 24.2 EY2593 EY2593|---------------------------------------------------------------------| EY2593| PID Reference Object Distance Geod. Az | EY2593| dddmmss.s | EY2593| EY2592 LIME APPROX. 3.2 KM 0792323.8 | EY2593|---------------------------------------------------------------------| EY2593 EY2593 SUPERSEDED SURVEY CONTROL EY2593 EY2593 NAD 27 - 35 00 20.93773(N) 077 36 50.63188(W) AD( ) 2 EY2593 NGVD 29 (07/19/86) 20.2 (m) 66. (f) VERT ANG EY2593 EY2593.Superseded values are not recommended for survey control. EY2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2593.See file dsdata.txt to determine how the superseded data were derived. EY2593 EY2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6147976828(NAD 83) EY2593_MARKER: DE = TRAVERSE STATION DISK EY2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2593_STAMPING: H-MILLER 1975 EY2593_MARK LOGO: NCGS EY2593_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2593+STABILITY: SURFACE MOTION EY2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2593+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004 EY2593 EY2593 HISTORY - Date Condition Report By EY2593 HISTORY - 1975 MONUMENTED NCGS EY2593 HISTORY - 20040911 GOOD GEOCAC EY2593 HISTORY - 20040911 GOOD NCGS EY2593 EY2593 STATION DESCRIPTION EY2593 EY2593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2593'H-MILLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2593'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2593' EY2593'H-MILLER IS LOCATED APPROXIMATELY 8.3 MILES NNW OF RICHLANDS AND EY2593'15.4 MILES WEST OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2593'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2593'ALONG NC 41 FOR 1.35 MILES TO STATION ON RIGHT, IN SOUTH SHOULDER EY2593'AT A CULVERT UNDER NC 41, NEAR NORTHEAST CORNER OF HERMAN EY2593'MILLERS YARD, AND 0.2 MILE WEST OF INTERSECTION WITH SR 1145 (N). EY2593' EY2593'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2593'H-MILLER 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2593'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2593' EY2593'MARK IS 24.5 FT S OF C/L OF NC 41 EY2593' EY2593'39.9 FT E OF C/L OF DRIVEWAY EY2593' EY2593'4.8 FT N OF WEST END OF SOUTH HEADWALL EY2593' EY2593'24.6 FT NE OF PP WITH ALUMINUM REF. TAG EY2593' EY2593'60.0 FT E OF 10 INCH GUM WITH ALUMINUM REF. TAG EY2593 EY2593 STATION RECOVERY (2004) EY2593 EY2593'RECOVERY NOTE BY GEOCACHING 2004 (JBW) EY2593'RECOVERED IN GOOD CONDITION. EY2593 EY2593 STATION RECOVERY (2004) EY2593 EY2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EY2593'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND EY2593'ADDITIONS. MARK IS ABOUT 1-FT LOWER THAN NC 41 AND IS RECESSED EY2593'10-INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4650 *********************************************************************** AH4650 DESIGNATION - HARRISON AH4650 PID - AH4650 AH4650 STATE/COUNTY- NC/JONES AH4650 USGS QUAD - RIVERMONT (1980) AH4650 AH4650 *CURRENT SURVEY CONTROL AH4650 ___________________________________________________________________ AH4650* NAD 83(1986)- 35 08 06.50118(N) 077 31 37.97392(W) ADJUSTED AH4650* NAVD 88 - 23.0 (meters) 75. (feet) VERTCON AH4650 ___________________________________________________________________ AH4650 LAPLACE CORR- -3.43 (seconds) DEFLEC99 AH4650 GEOID HEIGHT- -36.44 (meters) GEOID03 AH4650 AH4650 HORZ ORDER - SECOND AH4650 AH4650.The North Carolina HARNS have been completed but, AH4650.due to contractual restrictions, coordinates for these stations AH4650.will NOT be published in the near future. In the interim, the AH4650.published coordinates in North Carolina will not be AH4650.consistent with the Continuously Operating Reference Stations AH4650.(CORS). The HARN coordinates for these stations are available AH4650.upon request. Contact Gary Thompson(919-733-3836). AH4650. AH4650.In addition, the published North Carolina positions AH4650.(NAD 83 (1986)) are NOT consistent with those determined in AH4650.adjacent state readjustments. The discontinuity between stations AH4650.located in North Carolina and those in adjacent states AH4650.which have been adjusted to the HARN may be as much as 5 AH4650.decimeters. This will result in a significant loss of accuracy AH4650.over lines crossing such state borders. AH4650 AH4650 AH4650.The horizontal coordinates were established by classical geodetic methods AH4650.and adjusted by the National Geodetic Survey in October 1998. AH4650 AH4650.The NAVD 88 height was computed by applying the VERTCON shift value to AH4650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4650 AH4650.The Laplace correction was computed from DEFLEC99 derived deflections. AH4650 AH4650.The geoid height was determined by GEOID03. AH4650 AH4650; North East Units Scale Factor Converg. AH4650;SPC NC - 154,648.954 743,805.901 MT 0.99987465 +0 51 00.2 AH4650;SPC NC - 507,377.44 2,440,303.19 sFT 0.99987465 +0 51 00.2 AH4650;UTM 18 - 3,890,953.279 269,741.828 MT 1.00025346 -1 27 18.2 AH4650 AH4650! - Elev Factor x Scale Factor = Combined Factor AH4650!SPC NC - 1.00000211 x 0.99987465 = 0.99987676 AH4650!UTM 18 - 1.00000211 x 1.00025346 = 1.00025558 AH4650 AH4650 SUPERSEDED SURVEY CONTROL AH4650 AH4650 NGVD 29 (10/29/98) 23.3 (m) 76. (f) VERT ANG AH4650 AH4650.Superseded values are not recommended for survey control. AH4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4650.See file dsdata.txt to determine how the superseded data were derived. AH4650 AH4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6974290953(NAD 83) AH4650_MARKER: DE = TRAVERSE STATION DISK AH4650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4650_STAMPING: HARRISON 1981 AH4650_MARK LOGO: NCGS AH4650_PROJECTION: FLUSH AH4650_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4650+STABILITY: SURFACE MOTION AH4650 AH4650 HISTORY - Date Condition Report By AH4650 HISTORY - 1981 MONUMENTED NCGS AH4650 AH4650 STATION DESCRIPTION AH4650 AH4650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4650'STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTHWEST OF DOVER AND 15.4 AH4650'KM (9.6 MI) SOUTH-SOUTHEAST OF KINSTON. ALONG NC 58 FOR 1.3 KM (0.8 AH4650'MI) SOUTHEAST FROM THE JONES-LENOIR COUNTY LINE, OR 1.8 KM (1.1 MI) AH4650'NORTHWEST OF LAINES CHAPEL CHURCH, IN THE EAST HIGHWAY SHOULDER, ON AH4650'THE PROLONGATION OF THE NORTH EDGE OF SR 1156. MARK IS RECESSED 4 AH4650'INCHES BELOW GROUND. LOCATED 5.30 M (17.39 FT) NORTHEAST OF THE AH4650'CENTERLINE OF THE HIGHWAY, 9.27 M (30.41 FT) NORTHWEST OF THE NORTH AH4650'END OF A CULVERT, 28.19 M (92.49 FT) SOUTHEAST OF THE LARGER OF TWO AH4650'PEDESTALS, AND 12.50 M (41.01 FT) SOUTHWEST OF A POWER POLE (C67) WITH AH4650'A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4656 *********************************************************************** AH4656 DESIGNATION - HAUGHTON AH4656 PID - AH4656 AH4656 STATE/COUNTY- NC/JONES AH4656 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4656 AH4656 *CURRENT SURVEY CONTROL AH4656 ___________________________________________________________________ AH4656* NAD 83(1986)- 35 05 01.92725(N) 077 26 32.17944(W) ADJUSTED AH4656* NAVD 88 - 13.4 (meters) 44. (feet) VERTCON AH4656 ___________________________________________________________________ AH4656 LAPLACE CORR- -2.81 (seconds) DEFLEC99 AH4656 GEOID HEIGHT- -36.71 (meters) GEOID03 AH4656 AH4656 HORZ ORDER - SECOND AH4656 AH4656.The North Carolina HARNS have been completed but, AH4656.due to contractual restrictions, coordinates for these stations AH4656.will NOT be published in the near future. In the interim, the AH4656.published coordinates in North Carolina will not be AH4656.consistent with the Continuously Operating Reference Stations AH4656.(CORS). The HARN coordinates for these stations are available AH4656.upon request. Contact Gary Thompson(919-733-3836). AH4656. AH4656.In addition, the published North Carolina positions AH4656.(NAD 83 (1986)) are NOT consistent with those determined in AH4656.adjacent state readjustments. The discontinuity between stations AH4656.located in North Carolina and those in adjacent states AH4656.which have been adjusted to the HARN may be as much as 5 AH4656.decimeters. This will result in a significant loss of accuracy AH4656.over lines crossing such state borders. AH4656 AH4656 AH4656.The horizontal coordinates were established by classical geodetic methods AH4656.and adjusted by the National Geodetic Survey in October 1998. AH4656 AH4656.The NAVD 88 height was computed by applying the VERTCON shift value to AH4656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4656 AH4656.The Laplace correction was computed from DEFLEC99 derived deflections. AH4656 AH4656.The geoid height was determined by GEOID03. AH4656 AH4656; North East Units Scale Factor Converg. AH4656;SPC NC - 149,080.423 751,634.783 MT 0.99987686 +0 53 56.7 AH4656;SPC NC - 489,108.02 2,465,988.45 sFT 0.99987686 +0 53 56.7 AH4656;UTM 18 - 3,885,072.387 277,343.200 MT 1.00021103 -1 24 15.6 AH4656 AH4656! - Elev Factor x Scale Factor = Combined Factor AH4656!SPC NC - 1.00000365 x 0.99987686 = 0.99988051 AH4656!UTM 18 - 1.00000365 x 1.00021103 = 1.00021468 AH4656 AH4656 SUPERSEDED SURVEY CONTROL AH4656 AH4656 NGVD 29 (10/29/98) 13.8 (m) 45. (f) VERT ANG AH4656 AH4656.Superseded values are not recommended for survey control. AH4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4656.See file dsdata.txt to determine how the superseded data were derived. AH4656 AH4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7734385072(NAD 83) AH4656_MARKER: DE = TRAVERSE STATION DISK AH4656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4656_STAMPING: HAUGHTON 1981 AH4656_MARK LOGO: NCGS AH4656_PROJECTION: FLUSH AH4656_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4656+STABILITY: SURFACE MOTION AH4656 AH4656 HISTORY - Date Condition Report By AH4656 HISTORY - 1981 MONUMENTED NCGS AH4656 AH4656 STATION DESCRIPTION AH4656 AH4656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4656'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) WEST-NORTHWEST OF TRENTON AND AH4656'14.6 KM (9.1 MI) SOUTH OF DOVER. ALONG NC 58 FOR 8.69 KM (5.40 MI) AH4656'WEST OF THE COURTHOUSE IN TRENTON, 0.72 KM (0.45 MI) EAST OF SR 1129 AH4656'(PHILLIPS CROSSROADS), IN THE HIGHWAY SHOULDER DIRECTLY ACROSS FROM AH4656'HAUGHTON CHAPEL CHURCH. MARK IS RECESSED 6 INCHES BELOW GROUND. AH4656'LOCATED 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AH4656'19.9 M (65.3 FT) NORTHEAST OF THE SOUTHEAST END OF A CULVERT UNDER THE AH4656'CHURCH DRIVEWAY, 28.5 M (93.5 FT) NORTHEAST OF A TELEPHONE PEDESTAL, AH4656'26.1 M (85.6 FT) NORTHWEST OF THE NORTHWEST END OF A CULVERT UNDER A AH4656'FIELD ENTRANCE, AND 20.8 M (68.2 FT) NORTH OF A POWER POLE (E1B6) WITH AH4656'A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2153 *********************************************************************** EA2153 DESIGNATION - HAYWOOD EA2153 PID - EA2153 EA2153 STATE/COUNTY- NC/JONES EA2153 USGS QUAD - STELLA (1994) EA2153 EA2153 *CURRENT SURVEY CONTROL EA2153 ___________________________________________________________________ EA2153* NAD 83(1986)- 34 49 20.25311(N) 077 08 58.24841(W) ADJUSTED EA2153* NAVD 88 - 7.8 (meters) 26. (feet) VERTCON EA2153 ___________________________________________________________________ EA2153 LAPLACE CORR- -1.43 (seconds) DEFLEC99 EA2153 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2153 EA2153 HORZ ORDER - SECOND EA2153 EA2153.The North Carolina HARNS have been completed but, EA2153.due to contractual restrictions, coordinates for these stations EA2153.will NOT be published in the near future. In the interim, the EA2153.published coordinates in North Carolina will not be EA2153.consistent with the Continuously Operating Reference Stations EA2153.(CORS). The HARN coordinates for these stations are available EA2153.upon request. Contact Gary Thompson(919-733-3836). EA2153. EA2153.In addition, the published North Carolina positions EA2153.(NAD 83 (1986)) are NOT consistent with those determined in EA2153.adjacent state readjustments. The discontinuity between stations EA2153.located in North Carolina and those in adjacent states EA2153.which have been adjusted to the HARN may be as much as 5 EA2153.decimeters. This will result in a significant loss of accuracy EA2153.over lines crossing such state borders. EA2153 EA2153 EA2153.The horizontal coordinates were established by classical geodetic methods EA2153.and adjusted by the National Geodetic Survey in July 1986. EA2153 EA2153.The NAVD 88 height was computed by applying the VERTCON shift value to EA2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2153 EA2153.The Laplace correction was computed from DEFLEC99 derived deflections. EA2153 EA2153.The geoid height was determined by GEOID03. EA2153 EA2153; North East Units Scale Factor Converg. EA2153;SPC NC - 120,527.790 778,866.505 MT 0.99990051 +1 04 05.0 EA2153;SPC NC - 395,431.59 2,555,331.19 sFT 0.99990051 +1 04 05.0 EA2153;UTM 18 - 3,855,442.579 303,414.049 MT 1.00007634 -1 13 40.2 EA2153 EA2153! - Elev Factor x Scale Factor = Combined Factor EA2153!SPC NC - 1.00000463 x 0.99990051 = 0.99990514 EA2153!UTM 18 - 1.00000463 x 1.00007634 = 1.00008097 EA2153 EA2153: Primary Azimuth Mark Grid Az EA2153:SPC NC - BEAR 305 30 57.6 EA2153:UTM 18 - BEAR 307 48 42.8 EA2153 EA2153|---------------------------------------------------------------------| EA2153| PID Reference Object Distance Geod. Az | EA2153| dddmmss.s | EA2153| EA2154 BEAR 470.474 METERS 3063502.6 | EA2153|---------------------------------------------------------------------| EA2153 EA2153 SUPERSEDED SURVEY CONTROL EA2153 EA2153 NAD 27 - 34 49 19.67634(N) 077 08 59.42543(W) AD( ) 2 EA2153 NGVD 29 (07/19/86) 8.1 (m) 27. (f) VERT ANG EA2153 EA2153.Superseded values are not recommended for survey control. EA2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2153.See file dsdata.txt to determine how the superseded data were derived. EA2153 EA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0341455443(NAD 83) EA2153_MARKER: DE = TRAVERSE STATION DISK EA2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2153_STAMPING: HAYWOOD 1975 EA2153_MARK LOGO: NCGS EA2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2153+STABILITY: SURFACE MOTION EA2153 EA2153 HISTORY - Date Condition Report By EA2153 HISTORY - 1975 MONUMENTED NCGS EA2153 HISTORY - 19870401 GOOD USPSQD EA2153 HISTORY - 19910824 GOOD USPSQD EA2153 EA2153 STATION DESCRIPTION EA2153 EA2153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2153'HAYWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2153'THE VICINITY OF STELLA, NORTH CAROLINA. EA2153' EA2153'HAYWOOD IS LOCATED APPROXIMATELY 3.2 MILES NORTH OF STELLA EA2153'(CARTERET COUNTY), 7.4 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY) EA2153'AND 9.2 MILES NORTH OF SWANSBORO (ONSLOW COUNTY). TO REACH EA2153'STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT MAYSVILLE, EA2153'PROCEED SOUTHEASTERLY ALONG NC 58 FOR 7.3 MILES TO HAYWOOD EA2153'LANDING BOAT RAMP ROAD AND STATION ON LEFT OF THE T INTERSECTION EA2153'IN NORTHEAST SHOULDER OF HIGHWAY, 0.5 MILE SOUTHEAST OF EA2153'BRIDGE OVER SMALL STREAM, AND 0.6 MILE NORTHWEST OF ST. JAMES EA2153'AME ZION CHURCH. EA2153' EA2153'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2153'HAYWOOD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2153'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EA2153' EA2153'MARK IS 24.0 FT NE OF C/L OF CN 58. EA2153' EA2153'38.4 FT SW OF A HAYWOOD LANDING BOAT RAMP SIGN WITH ALUMINUM EA2153'REF. TAG. EA2153' EA2153'67.8 FT NE OF STOP SIGN WITH ALUMINUM REF. TAG. EA2153' EA2153'72.0 FT S OF PP WITH ALUMINUM REF. TAG. EA2153' EA2153'70.2 FT E OF A HAYWOOD LANDING BOAT RAMP SIGN WITH ALUMINUM EA2153'REF. TAG ACROSS HIGHWAY. EA2153 EA2153 STATION RECOVERY (1987) EA2153 EA2153'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2153'RECOVERED IN GOOD CONDITION. EA2153 EA2153 STATION RECOVERY (1991) EA2153 EA2153'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2153'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2157 *********************************************************************** EA2157 DESIGNATION - HEATH EA2157 PID - EA2157 EA2157 STATE/COUNTY- NC/JONES EA2157 USGS QUAD - STELLA (1994) EA2157 EA2157 *CURRENT SURVEY CONTROL EA2157 ___________________________________________________________________ EA2157* NAD 83(1986)- 34 50 25.61435(N) 077 10 20.98721(W) ADJUSTED EA2157* NAVD 88 - 7.4 (meters) 24. (feet) VERTCON EA2157 ___________________________________________________________________ EA2157 LAPLACE CORR- -1.62 (seconds) DEFLEC99 EA2157 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2157 EA2157 HORZ ORDER - SECOND EA2157 EA2157.The North Carolina HARNS have been completed but, EA2157.due to contractual restrictions, coordinates for these stations EA2157.will NOT be published in the near future. In the interim, the EA2157.published coordinates in North Carolina will not be EA2157.consistent with the Continuously Operating Reference Stations EA2157.(CORS). The HARN coordinates for these stations are available EA2157.upon request. Contact Gary Thompson(919-733-3836). EA2157. EA2157.In addition, the published North Carolina positions EA2157.(NAD 83 (1986)) are NOT consistent with those determined in EA2157.adjacent state readjustments. The discontinuity between stations EA2157.located in North Carolina and those in adjacent states EA2157.which have been adjusted to the HARN may be as much as 5 EA2157.decimeters. This will result in a significant loss of accuracy EA2157.over lines crossing such state borders. EA2157 EA2157 EA2157.The horizontal coordinates were established by classical geodetic methods EA2157.and adjusted by the National Geodetic Survey in July 1986. EA2157 EA2157.The NAVD 88 height was computed by applying the VERTCON shift value to EA2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2157 EA2157.The Laplace correction was computed from DEFLEC99 derived deflections. EA2157 EA2157.The geoid height was determined by GEOID03. EA2157 EA2157; North East Units Scale Factor Converg. EA2157;SPC NC - 122,502.471 776,727.400 MT 0.99989820 +1 03 17.2 EA2157;SPC NC - 401,910.19 2,548,313.14 sFT 0.99989820 +1 03 17.2 EA2157;UTM 18 - 3,857,501.750 301,355.399 MT 1.00008636 -1 14 29.5 EA2157 EA2157! - Elev Factor x Scale Factor = Combined Factor EA2157!SPC NC - 1.00000469 x 0.99989820 = 0.99990289 EA2157!UTM 18 - 1.00000469 x 1.00008636 = 1.00009105 EA2157 EA2157: Primary Azimuth Mark Grid Az EA2157:SPC NC - FERRELL 321 53 25.0 EA2157:UTM 18 - FERRELL 324 11 11.7 EA2157 EA2157|---------------------------------------------------------------------| EA2157| PID Reference Object Distance Geod. Az | EA2157| dddmmss.s | EA2157| EA2156 CAJONES 390.790 METERS 15613 | EA2157| EA2158 FERRELL APPROX. 0.7 KM 3225642.2 | EA2157|---------------------------------------------------------------------| EA2157 EA2157 SUPERSEDED SURVEY CONTROL EA2157 EA2157 NAD 27 - 34 50 25.03887(N) 077 10 22.16091(W) AD( ) 2 EA2157 NGVD 29 (07/19/86) 7.7 (m) 25. (f) VERT ANG EA2157 EA2157.Superseded values are not recommended for survey control. EA2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2157.See file dsdata.txt to determine how the superseded data were derived. EA2157 EA2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0135557502(NAD 83) EA2157_MARKER: DE = TRAVERSE STATION DISK EA2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2157_STAMPING: HEATH 1975 EA2157_MARK LOGO: NCGS EA2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2157+STABILITY: SURFACE MOTION EA2157 EA2157 HISTORY - Date Condition Report By EA2157 HISTORY - 1975 MONUMENTED NCGS EA2157 HISTORY - 19910824 GOOD USPSQD EA2157 EA2157 STATION DESCRIPTION EA2157 EA2157'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2157'HEATH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2157'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2157' EA2157'HEATH IS LOCATED APPROXIMATELY 5.6 MILES SOUTHEAST OF MAYSVILLE EA2157'(JONES COUNTY) AND 10.9 MILES NNW OF SWANSBORO (ONSLOW COUNTY). TO EA2157'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT EA2157'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 5.5 MILES TO EA2157'STATION ON LEFT, NEAR SOUTHWEST CORNER OF A YARD AREA FOR HEATHS EA2157'MOBILE HOME, ON PROPERTY OWNED BY JONES FAMILY, AND 1.35 MILES EA2157'NORTHWEST OF BRIDGE OVER SMALL STREAM. EA2157' EA2157'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2157'HEATH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2157'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA2157' EA2157'MARK IS 53.5 FT NE OF C/L OF CN 58. EA2157' EA2157'18.6 FT SE OF C/L OF DRIVE TO TRAILER. EA2157' EA2157'24.0 FT E OF S END OF 15 INCH CULVERT UNDER DRIVE. EA2157' EA2157'103.0 FT SW OF PP WITH ALUMINUM REF. TAG. EA2157' EA2157'136.7 FT SE OF PP WITH ALUMINUM REF. TAG. EA2157 EA2157 STATION RECOVERY (1991) EA2157 EA2157'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2157'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2422 *********************************************************************** EY2422 DESIGNATION - HESSICK EY2422 PID - EY2422 EY2422 STATE/COUNTY- NC/JONES EY2422 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2422 EY2422 *CURRENT SURVEY CONTROL EY2422 ___________________________________________________________________ EY2422* NAD 83(1986)- 35 02 58.64576(N) 077 26 58.45166(W) ADJUSTED EY2422* NAVD 88 - 14.6 (meters) 48. (feet) VERTCON EY2422 ___________________________________________________________________ EY2422 LAPLACE CORR- -2.71 (seconds) DEFLEC99 EY2422 GEOID HEIGHT- -36.74 (meters) GEOID03 EY2422 EY2422 HORZ ORDER - SECOND EY2422 EY2422.The North Carolina HARNS have been completed but, EY2422.due to contractual restrictions, coordinates for these stations EY2422.will NOT be published in the near future. In the interim, the EY2422.published coordinates in North Carolina will not be EY2422.consistent with the Continuously Operating Reference Stations EY2422.(CORS). The HARN coordinates for these stations are available EY2422.upon request. Contact Gary Thompson(919-733-3836). EY2422. EY2422.In addition, the published North Carolina positions EY2422.(NAD 83 (1986)) are NOT consistent with those determined in EY2422.adjacent state readjustments. The discontinuity between stations EY2422.located in North Carolina and those in adjacent states EY2422.which have been adjusted to the HARN may be as much as 5 EY2422.decimeters. This will result in a significant loss of accuracy EY2422.over lines crossing such state borders. EY2422 EY2422 EY2422.The horizontal coordinates were established by classical geodetic methods EY2422.and adjusted by the National Geodetic Survey in July 1986. EY2422 EY2422.The NAVD 88 height was computed by applying the VERTCON shift value to EY2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2422 EY2422.The Laplace correction was computed from DEFLEC99 derived deflections. EY2422 EY2422.The geoid height was determined by GEOID03. EY2422 EY2422; North East Units Scale Factor Converg. EY2422;SPC NC - 145,271.747 751,028.748 MT 0.99987878 +0 53 41.5 EY2422;SPC NC - 476,612.39 2,464,000.15 sFT 0.99987878 +0 53 41.5 EY2422;UTM 18 - 3,881,289.870 276,584.365 MT 1.00021521 -1 24 26.4 EY2422 EY2422! - Elev Factor x Scale Factor = Combined Factor EY2422!SPC NC - 1.00000348 x 0.99987878 = 0.99988226 EY2422!UTM 18 - 1.00000348 x 1.00021521 = 1.00021869 EY2422 EY2422: Primary Azimuth Mark Grid Az EY2422:SPC NC - HOLY 041 14 40.4 EY2422:UTM 18 - HOLY 043 32 48.3 EY2422 EY2422|---------------------------------------------------------------------| EY2422| PID Reference Object Distance Geod. Az | EY2422| dddmmss.s | EY2422| EY2421 HOLY APPROX. 0.7 KM 0420821.9 | EY2422| EY2423 JOSE 451.206 METERS 2264019.5 | EY2422|---------------------------------------------------------------------| EY2422 EY2422 SUPERSEDED SURVEY CONTROL EY2422 EY2422 NAD 27 - 35 02 58.07157(N) 077 26 59.58680(W) AD( ) 2 EY2422 NGVD 29 (07/19/86) 14.9 (m) 49. (f) VERT ANG EY2422 EY2422.Superseded values are not recommended for survey control. EY2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2422.See file dsdata.txt to determine how the superseded data were derived. EY2422 EY2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7658481290(NAD 83) EY2422_MARKER: DE = TRAVERSE STATION DISK EY2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2422_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2422_STAMPING: HESSICK 1975 EY2422_MARK LOGO: NCGS EY2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2422+STABILITY: SURFACE MOTION EY2422 EY2422 HISTORY - Date Condition Report By EY2422 HISTORY - 1975 MONUMENTED NCGS EY2422 HISTORY - 19941110 GOOD USPSQD EY2422 EY2422 STATION DESCRIPTION EY2422 EY2422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2422'HESSICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2422'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2422' EY2422'HESSICK IS LOCATED APPROXIMATELY 5.5 MILES WEST OF TRENTON AND EY2422'11.6 MILES NNE OF RICHLANDS. TO REACH STATION FROM THE JONES EY2422'COUNTY COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 EY2422'MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE EY2422'SOUTHWEST ALONG NC 41 FOR 3.55 MILES TO STATION ON LEFT, AT A EY2422'CULVERT CROSSING UNDER HIGHWAY, NEAR A NARROW FIELD AND WOODS EY2422'PATH MARKED WITH A HESSICK ROAD SIGN POST, AND 0.35 MILE EY2422'SOUTHWEST OF INTERSECTION WITH SR 1129 (NW). EY2422' EY2422'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2422'HESSICK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2422'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2422' EY2422'MARK IS 17.2 FT SE OF C/L OF NC 41 EY2422' EY2422'13.7 FT SW OF C/L OF HESSICK ROAD EY2422' EY2422'15.3 FT N OF SOUTH END OF 36 INCH CULVERT EY2422' EY2422'121.9 FT E OF 18 INCH MAPLE WITH ALUMINUM REF. TAG EY2422' EY2422'97.0 FT NE OF PP WITH ALUMINUM REF. TAG EY2422 EY2422 STATION RECOVERY (1994) EY2422 EY2422'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2422'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4665 *********************************************************************** AH4665 DESIGNATION - HILL AH4665 PID - AH4665 AH4665 STATE/COUNTY- NC/JONES AH4665 USGS QUAD - TRENTON (1982) AH4665 AH4665 *CURRENT SURVEY CONTROL AH4665 ___________________________________________________________________ AH4665* NAD 83(1986)- 35 02 07.53750(N) 077 20 19.11907(W) ADJUSTED AH4665* NAVD 88 - 14.3 (meters) 47. (feet) VERTCON AH4665 ___________________________________________________________________ AH4665 LAPLACE CORR- -2.34 (seconds) DEFLEC99 AH4665 GEOID HEIGHT- -36.94 (meters) GEOID03 AH4665 AH4665 HORZ ORDER - SECOND AH4665 AH4665.The North Carolina HARNS have been completed but, AH4665.due to contractual restrictions, coordinates for these stations AH4665.will NOT be published in the near future. In the interim, the AH4665.published coordinates in North Carolina will not be AH4665.consistent with the Continuously Operating Reference Stations AH4665.(CORS). The HARN coordinates for these stations are available AH4665.upon request. Contact Gary Thompson(919-733-3836). AH4665. AH4665.In addition, the published North Carolina positions AH4665.(NAD 83 (1986)) are NOT consistent with those determined in AH4665.adjacent state readjustments. The discontinuity between stations AH4665.located in North Carolina and those in adjacent states AH4665.which have been adjusted to the HARN may be as much as 5 AH4665.decimeters. This will result in a significant loss of accuracy AH4665.over lines crossing such state borders. AH4665 AH4665 AH4665.The horizontal coordinates were established by classical geodetic methods AH4665.and adjusted by the National Geodetic Survey in October 1998. AH4665 AH4665.The NAVD 88 height was computed by applying the VERTCON shift value to AH4665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4665 AH4665.The Laplace correction was computed from DEFLEC99 derived deflections. AH4665 AH4665.The geoid height was determined by GEOID03. AH4665 AH4665; North East Units Scale Factor Converg. AH4665;SPC NC - 143,860.838 761,172.640 MT 0.99987968 +0 57 32.0 AH4665;SPC NC - 471,983.43 2,497,280.57 sFT 0.99987968 +0 57 32.0 AH4665;UTM 18 - 3,879,472.079 286,666.507 MT 1.00016093 -1 20 35.1 AH4665 AH4665! - Elev Factor x Scale Factor = Combined Factor AH4665!SPC NC - 1.00000355 x 0.99987968 = 0.99988323 AH4665!UTM 18 - 1.00000355 x 1.00016093 = 1.00016448 AH4665 AH4665: Primary Azimuth Mark Grid Az AH4665:SPC NC - TRENTON NORTH TV WCTI TOWER 000 29 54.1 AH4665:UTM 18 - TRENTON NORTH TV WCTI TOWER 002 48 01.2 AH4665 AH4665|---------------------------------------------------------------------| AH4665| PID Reference Object Distance Geod. Az | AH4665| dddmmss.s | AH4665| AH4658 TRENTON NORTH TV WCTI TOWER APPROX. 7.6 KM 0012726.1 | AH4665|---------------------------------------------------------------------| AH4665 AH4665 SUPERSEDED SURVEY CONTROL AH4665 AH4665 NGVD 29 (10/29/98) 14.7 (m) 48. (f) VERT ANG AH4665 AH4665.Superseded values are not recommended for survey control. AH4665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4665.See file dsdata.txt to determine how the superseded data were derived. AH4665 AH4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8666779472(NAD 83) AH4665_MARKER: DE = TRAVERSE STATION DISK AH4665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4665_STAMPING: HILL 1982 AH4665_MARK LOGO: NCGS AH4665_PROJECTION: FLUSH AH4665_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4665+STABILITY: SURFACE MOTION AH4665 AH4665 HISTORY - Date Condition Report By AH4665 HISTORY - 1982 MONUMENTED NCGS AH4665 AH4665 STATION DESCRIPTION AH4665 AH4665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4665'STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) EAST OF TRENTON AND 12.07 AH4665'KM (7.50 MI) WEST OF POLLOCKSVILLE. ALONG NC 58 FOR 4.02 KM (2.50 MI) AH4665'SOUTH FROM NC 41 (AT THE COURTHOUSE) IN TRENTON, ON THE SOUTH SIDE OF AH4665'THE HIGHWAY ON THE PROLONGATION OF THE CENTERLINE OF SR 1325. MARK IS AH4665'RECESSED 1 INCH BELOW GROUND. LOCATED 17.5 M (57.4 FT) SOUTH OF THE AH4665'CENTERLINE OF THE HIGHWAY, 33.0 M (108.3 FT) WEST OF THE WEST END OF AH4665'THE CULVERT UNDER THE FIELD ENTRANCE, 5.7 M (18.7 FT) SOUTHWEST OF A AH4665'POWER POLE (140) WITH A REFERENCE TAG, AND 2.1 M (6.9 FT) EAST OF A AH4665'TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2421 *********************************************************************** EY2421 DESIGNATION - HOLY EY2421 PID - EY2421 EY2421 STATE/COUNTY- NC/JONES EY2421 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2421 EY2421 *CURRENT SURVEY CONTROL EY2421 ___________________________________________________________________ EY2421* NAD 83(1986)- 35 03 15.58698(N) 077 26 39.81003(W) ADJUSTED EY2421* NAVD 88 - 12.4 (meters) 41. (feet) VERTCON EY2421 ___________________________________________________________________ EY2421 LAPLACE CORR- -2.71 (seconds) DEFLEC99 EY2421 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2421 EY2421 HORZ ORDER - SECOND EY2421 EY2421.The North Carolina HARNS have been completed but, EY2421.due to contractual restrictions, coordinates for these stations EY2421.will NOT be published in the near future. In the interim, the EY2421.published coordinates in North Carolina will not be EY2421.consistent with the Continuously Operating Reference Stations EY2421.(CORS). The HARN coordinates for these stations are available EY2421.upon request. Contact Gary Thompson(919-733-3836). EY2421. EY2421.In addition, the published North Carolina positions EY2421.(NAD 83 (1986)) are NOT consistent with those determined in EY2421.adjacent state readjustments. The discontinuity between stations EY2421.located in North Carolina and those in adjacent states EY2421.which have been adjusted to the HARN may be as much as 5 EY2421.decimeters. This will result in a significant loss of accuracy EY2421.over lines crossing such state borders. EY2421 EY2421 EY2421.The horizontal coordinates were established by classical geodetic methods EY2421.and adjusted by the National Geodetic Survey in July 1986. EY2421 EY2421.The NAVD 88 height was computed by applying the VERTCON shift value to EY2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2421 EY2421.The Laplace correction was computed from DEFLEC99 derived deflections. EY2421 EY2421.The geoid height was determined by GEOID03. EY2421 EY2421; North East Units Scale Factor Converg. EY2421;SPC NC - 145,801.088 751,492.879 MT 0.99987850 +0 53 52.3 EY2421;SPC NC - 478,349.07 2,465,522.89 sFT 0.99987850 +0 53 52.3 EY2421;UTM 18 - 3,881,800.310 277,069.548 MT 1.00021254 -1 24 16.3 EY2421 EY2421! - Elev Factor x Scale Factor = Combined Factor EY2421!SPC NC - 1.00000383 x 0.99987850 = 0.99988233 EY2421!UTM 18 - 1.00000383 x 1.00021254 = 1.00021637 EY2421 EY2421: Primary Azimuth Mark Grid Az EY2421:SPC NC - ROCKY 057 01 24.9 EY2421:UTM 18 - ROCKY 059 19 33.5 EY2421 EY2421|---------------------------------------------------------------------| EY2421| PID Reference Object Distance Geod. Az | EY2421| dddmmss.s | EY2421| EY2420 ROCKY 409.736 METERS 0575517.2 | EY2421|---------------------------------------------------------------------| EY2421 EY2421 SUPERSEDED SURVEY CONTROL EY2421 EY2421 NAD 27 - 35 03 15.01360(N) 077 26 40.94591(W) AD( ) 2 EY2421 NGVD 29 (07/19/86) 12.7 (m) 42. (f) VERT ANG EY2421 EY2421.Superseded values are not recommended for survey control. EY2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2421.See file dsdata.txt to determine how the superseded data were derived. EY2421 EY2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7707081800(NAD 83) EY2421_MARKER: DE = TRAVERSE STATION DISK EY2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2421_STAMPING: HOLY 1975 EY2421_MARK LOGO: NCGS EY2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2421+STABILITY: SURFACE MOTION EY2421 EY2421 HISTORY - Date Condition Report By EY2421 HISTORY - 1975 MONUMENTED NCGS EY2421 HISTORY - 19941110 GOOD USPSQD EY2421 EY2421 STATION DESCRIPTION EY2421 EY2421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2421'HOLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2421'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2421' EY2421'HOLY IS LOCATED APPROXIMATELY 5.2 MILES WEST OF TRENTON AND 12.1 EY2421'MILES NNE OF RICHLANDS. TO REACH STATION FROM THE JONES COUNTY EY2421'COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 MILES TO EY2421'JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE SOUTHWEST ALONG EY2421'NC 41 FOR 3.1 MILES TO STATION ON THE RIGHT, ON A MOBILE HOME EY2421'LOT, AND 0.15 MILE NORTHEAST OF INTERSECTION WITH SR 1129 (NW). EY2421' EY2421'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2421'HOLY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2421'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2421' EY2421'MARK IS 40.8 FT NW OF C/L OF NC 41 EY2421' EY2421'3.5 FT SW OF PP WITH ALUMINUM REF. TAG EY2421' EY2421'17.5 FT SW OF C/L OF DRIVEWAY EY2421' EY2421'23.6 FT E OF 15 INCH PINE WITH ALUMINUM REF. TAG EY2421' EY2421'10.6 FT W OF WEST END OF 18 INCH CULVERT EY2421' EY2421'13.2 FT S OF 13 INCH PINE WITH ALUMINUM REF. TAG EY2421 EY2421 STATION RECOVERY (1994) EY2421 EY2421'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2421'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2584 *********************************************************************** EY2584 DESIGNATION - HUMPHREY EY2584 PID - EY2584 EY2584 STATE/COUNTY- NC/JONES EY2584 USGS QUAD - COMFORT (1980) EY2584 EY2584 *CURRENT SURVEY CONTROL EY2584 ___________________________________________________________________ EY2584* NAD 83(1986)- 35 01 37.69867(N) 077 35 08.52084(W) ADJUSTED EY2584* NAVD 88 - 53.96 (+/-2cm) 177.0 (feet) VERTCON EY2584 ___________________________________________________________________ EY2584 LAPLACE CORR- -3.45 (seconds) DEFLEC99 EY2584 GEOID HEIGHT- -36.51 (meters) GEOID03 EY2584 EY2584 HORZ ORDER - FIRST EY2584 VERT ORDER - THIRD ? (See Below) EY2584 EY2584.The North Carolina HARNS have been completed but, EY2584.due to contractual restrictions, coordinates for these stations EY2584.will NOT be published in the near future. In the interim, the EY2584.published coordinates in North Carolina will not be EY2584.consistent with the Continuously Operating Reference Stations EY2584.(CORS). The HARN coordinates for these stations are available EY2584.upon request. Contact Gary Thompson(919-733-3836). EY2584. EY2584.In addition, the published North Carolina positions EY2584.(NAD 83 (1986)) are NOT consistent with those determined in EY2584.adjacent state readjustments. The discontinuity between stations EY2584.located in North Carolina and those in adjacent states EY2584.which have been adjusted to the HARN may be as much as 5 EY2584.decimeters. This will result in a significant loss of accuracy EY2584.over lines crossing such state borders. EY2584 EY2584 EY2584.The horizontal coordinates were established by classical geodetic methods EY2584.and adjusted by the National Geodetic Survey in July 1986. EY2584 EY2584.The NAVD 88 height was computed by applying the VERTCON shift value to EY2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2584.The vertical order pertains to the NGVD 29 superseded value. EY2584 EY2584.The Laplace correction was computed from DEFLEC99 derived deflections. EY2584 EY2584.The geoid height was determined by GEOID03. EY2584 EY2584; North East Units Scale Factor Converg. EY2584;SPC NC - 142,592.325 738,647.592 MT 0.99988023 +0 48 58.7 EY2584;SPC NC - 467,821.65 2,423,379.64 sFT 0.99988023 +0 48 58.7 EY2584;UTM 18 - 3,879,109.034 264,100.963 MT 1.00028589 -1 29 05.2 EY2584 EY2584! - Elev Factor x Scale Factor = Combined Factor EY2584!SPC NC - 0.99999726 x 0.99988023 = 0.99987749 EY2584!UTM 18 - 0.99999726 x 1.00028589 = 1.00028315 EY2584 EY2584: Primary Azimuth Mark Grid Az EY2584:SPC NC - HUFFMAN 162 31 37.3 EY2584:UTM 18 - HUFFMAN 164 49 41.2 EY2584 EY2584|---------------------------------------------------------------------| EY2584| PID Reference Object Distance Geod. Az | EY2584| dddmmss.s | EY2584| EY4529 HUMPHREY RM 3 26.441 METERS 02127 | EY2584| EY4528 HUMPHREY RM 2 AZIMUTH 0941838.6 | EY2584| EA2895 HUFFMAN APPROX. 5.7 KM 1632036.0 | EY2584| EY4527 HUMPHREY RM 1 28.956 METERS 27038 | EY2584|---------------------------------------------------------------------| EY2584 EY2584 SUPERSEDED SURVEY CONTROL EY2584 EY2584 NAD 27 - 35 01 37.10800(N) 077 35 09.64000(W) AD( ) 1 EY2584 NGVD 29 (07/19/86) 54.29 (m) 178.1 (f) LEVELING 3 EY2584 EY2584.Superseded values are not recommended for survey control. EY2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2584.See file dsdata.txt to determine how the superseded data were derived. EY2584 EY2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6410179109(NAD 83) EY2584_MARKER: DS = TRIANGULATION STATION DISK EY2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2584_STAMPING: HUMPHREY 1933 EY2584_MARK LOGO: CGS EY2584 EY2584 HISTORY - Date Condition Report By EY2584 HISTORY - 1933 MONUMENTED CGS EY2584 HISTORY - 1964 GOOD CGS EY2584 HISTORY - 1967 GOOD USE EY2584 HISTORY - 1978 GOOD BAKER EY2584 EY2584 STATION DESCRIPTION EY2584 EY2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EY2584'ABOUT 8 MILES NORTH-NORTHWEST OF RICHLANDS AND 16 MILES SOUTH OF EY2584'KINSTON, ON LAND OWNED BY CLARENCE HUMPHREY (J. E. BURNEY, TENANT). EY2584'TO REACH FROM THE MAIN CORNER IN RICHLANDS, GO NORTHWEST 2.7 MILES ON EY2584'ROUTE 24 TO JUNCTION WITH ROUTE 121, AND FOLLOW ROUTE 121 (RIGHT EY2584'FORK) 6.9 MILES TO JUNCTION WITH ROUTE 41 AT HARGETTS STORE. TURN EY2584'RIGHT ONTO ROUTE 41 AND GO 2.85 MILES OR 0.55 MILE BEYOND BRIDGE OVER EY2584'CREEK TO T-ROAD ON LEFT WITH ABANDONED STORE IN NORTHWEST ANGLE. EY2584'PROCEED NORTH 1.2 MILES ON THIS ROAD, TURN LEFT INTO LANE BETWEEN TWO EY2584'LARGE POSTS LEADING TO J. E. BURNEYS HOUSE. FOLLOW LANE 0.25 MILE, EY2584'AND TURN LEFT ALONG WEST SIDE OF FOUR TOBACCO BARNS TO STATION EY2584'SITE. STATION IS 39 FEET SOUTH OF 2-FOOT MULBERRY TREE, 48 FEET EY2584'SOUTHWEST OF 18-INCH ELM TREE, AND 94.2 FEET WEST-SOUTHWEST OF EY2584'NORTHWEST CORNER OF WEST TOBACCO BARN. SURFACE AND UNDERGROUND MARKS EY2584'ARE STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS ARE EY2584'STANDARD REFERENCE DISK IN CONCRETE. EY2584'REFERENCE MARK NO. 1 IS 3 FEET EY2584'NORTHWEST OF NORTHWEST CORNER OF WEST TOBACCO BARN, 49 FEET EY2584'EAST OF 18-INCH ELM TREE, AND 95.00 FEET FROM STATION N 89 EY2584'DEG 22 MIN W. EY2584'REFERENCE MARK NO. 2 IS ON WEST SIDE OF LARGE POST ON NORTH SIDE OF EY2584'A DIRT FIELD ROAD LEADING TO J.E. BURNEYS HOUSE, 21 FEET WEST OF EY2584'CENTER LINE OF ROAD RUNNING NORTHEAST, AND APPROXIMATELY 0.25 MILE EY2584'FROM STATION S 85 DEG 41 MIN E. EY2584'REFERENCE MARK NO. 3 IS 40 FEET EY2584'WEST OF 2-FOOT MULBERRY TREE AT NORTHWEST CORNER OF THE PLUM EY2584'TREES, AND 86.75 FEET FROM STATION N 21 DEG 27 MIN E. EY2584 EY2584 STATION RECOVERY (1964) EY2584 EY2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY2584'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN EY2584'GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE EY2584'AZIMUTH FOR REFERENCE MARKS 1 AND 3 ARE LISTED IN REVERSE. ROUTE EY2584'121 IS NOW U.S. HIGHWAY 258. EY2584 EY2584 STATION RECOVERY (1967) EY2584 EY2584'RECOVERY NOTE BY US ENGINEERS 1967 EY2584'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK EY2584'STAMPED---HUMPHREY 1933---SET IN A CONCRETE MONUMENT. EY2584' EY2584'STATION IS 94.2 FT. W-SW OF NW CORNER OF S TOBACCO BARN. EY2584' EY2584'TO REACH FROM THE INTERSECTION OF HIGHWAYS 41 AND 258 AT HARGETTS EY2584'CROSSROADS PROCEED E 2.74 MILES TO TAYLORS CORNER, TURN N AND EY2584'PROCEED 1.3 MILE TO A FARM LANE ON LEFT. GO LEFT TO A ROW OF TOBACCO EY2584'BARNS ON LEFT AND STATION SITE AT MOST SOUTHERNLY BARN. EY2584' EY2584'RM 1 IS THE CENTER OF A STANDARD REFERENCE DISK SET IN CONCRETE. IT EY2584'IS 3 FT. NW OF NW CORNER OF W TOBACCO BARN, 95.0 FT. FROM STATION. EY2584' EY2584'RM 2 IS THE CENTER OF A STANDARD REFERENCE DISK SET IN CONCRETE. IT EY2584'IS ON THE W SIDE OF A LARGE POST ON THE N SIDE OF A DIRT ROAD EY2584'LEADING TO FARMHOUSE AND FOUR TOBACCO BARNS, 21 FT. W OF CENTERLINE EY2584'OF ROAD RUNNING NE, AND APPROXIMATELY 0.25 MILE FROM STATION. EY2584' EY2584'RM 3 IS THE CENTER OF A STANDARD REFERENCE DISK SET IN CONCRETE. IT EY2584'IS 86.75 FT. FROM STATION S 58 DEG 33 MIN E. EY2584 EY2584 STATION RECOVERY (1978) EY2584 EY2584'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (KFH) EY2584'REF 1 FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1542 *********************************************************************** EY1542 DESIGNATION - J 214 EY1542 PID - EY1542 EY1542 STATE/COUNTY- NC/JONES EY1542 USGS QUAD - POLLOCKSVILLE (1994) EY1542 EY1542 *CURRENT SURVEY CONTROL EY1542 ___________________________________________________________________ EY1542* NAD 83(1986)- 35 02 20.68404(N) 077 12 34.59932(W) ADJUSTED EY1542* NAVD 88 - 10.007 (meters) 32.83 (feet) ADJUSTED EY1542 ___________________________________________________________________ EY1542 LAPLACE CORR- -2.47 (seconds) DEFLEC99 EY1542 GEOID HEIGHT- -37.14 (meters) GEOID03 EY1542 DYNAMIC HT - 9.997 (meters) 32.80 (feet) COMP EY1542 MODELED GRAV- 979,705.2 (mgal) NAVD 88 EY1542 EY1542 HORZ ORDER - THIRD EY1542 VERT ORDER - FIRST CLASS II EY1542 EY1542.The North Carolina HARNS have been completed but, EY1542.due to contractual restrictions, coordinates for these stations EY1542.will NOT be published in the near future. In the interim, the EY1542.published coordinates in North Carolina will not be EY1542.consistent with the Continuously Operating Reference Stations EY1542.(CORS). The HARN coordinates for these stations are available EY1542.upon request. Contact Gary Thompson(919-733-3836). EY1542. EY1542.In addition, the published North Carolina positions EY1542.(NAD 83 (1986)) are NOT consistent with those determined in EY1542.adjacent state readjustments. The discontinuity between stations EY1542.located in North Carolina and those in adjacent states EY1542.which have been adjusted to the HARN may be as much as 5 EY1542.decimeters. This will result in a significant loss of accuracy EY1542.over lines crossing such state borders. EY1542 EY1542 EY1542.The horizontal coordinates were established by classical geodetic methods EY1542.and adjusted by the National Geodetic Survey in October 1998. EY1542 EY1542.The orthometric height was determined by differential leveling EY1542.and adjusted by the National Geodetic Survey in June 1991. EY1542 EY1542.The Laplace correction was computed from DEFLEC99 derived deflections. EY1542 EY1542.The geoid height was determined by GEOID03. EY1542 EY1542.The dynamic height is computed by dividing the NAVD 88 EY1542.geopotential number by the normal gravity value computed on the EY1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1542.degrees latitude (g = 980.6199 gals.). EY1542 EY1542.The modeled gravity was interpolated from observed gravity values. EY1542 EY1542; North East Units Scale Factor Converg. EY1542;SPC NC - 144,470.526 772,936.269 MT 0.99987944 +1 02 00.1 EY1542;SPC NC - 473,983.72 2,535,875.08 sFT 0.99987944 +1 02 00.1 EY1542;UTM 18 - 3,879,608.765 298,448.089 MT 1.00010068 -1 16 08.6 EY1542 EY1542! - Elev Factor x Scale Factor = Combined Factor EY1542!SPC NC - 1.00000426 x 0.99987944 = 0.99988370 EY1542!UTM 18 - 1.00000426 x 1.00010068 = 1.00010494 EY1542 EY1542 SUPERSEDED SURVEY CONTROL EY1542 EY1542 NGVD 29 (10/29/98) 10.33 (m) 33.9 (f) LEVELING 3 EY1542 EY1542.Superseded values are not recommended for survey control. EY1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1542.See file dsdata.txt to determine how the superseded data were derived. EY1542 EY1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9844879609(NAD 83) EY1542_MARKER: I = METAL ROD EY1542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1542_SP_SET: STAINLESS STEEL ROD EY1542_STAMPING: J 214 1979 EY1542_MARK LOGO: NGS EY1542_PROJECTION: FLUSH EY1542_MAGNETIC: I = MARKER IS A STEEL ROD EY1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1542_ROD/PIPE-DEPTH: 7.62 meters EY1542 EY1542 HISTORY - Date Condition Report By EY1542 HISTORY - 1979 MONUMENTED NGS EY1542 HISTORY - 19830101 GOOD NCGS EY1542 HISTORY - 1987 GOOD USPSQD EY1542 EY1542 STATION DESCRIPTION EY1542 EY1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1542'2.4 MI NNE FROM POLLOCKSVILLE. EY1542'3.0 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 SOUTH EY1542'OF POLLOCKSVILLE, AT THE FOSCUE FAMILY CEMETERY AND APPROXIMATELY EY1542'300 FEET SOUTHWEST OF THE FOSCUE PLANTATION HOUSE, 35.3 FEET EAST EY1542'OF CENTERLINE OF HIGHWAY, 1.7 FEET NORTHWEST OF THE SOUTHWEST EY1542'CORNER OF CEMETERY FENCE AND 8.6 FEET SOUTH OF THE SOUTHERNMOST EY1542'CEMETERY GATE POST. THE DATUM POINT IS A STEEL KNOB ON TOP OF A EY1542'ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE EY1542'WITH ACCESS COVER. EY1542'THE MARK IS 0.7 FT W FROM A WITNESS POST. EY1542'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. EY1542 EY1542 STATION RECOVERY (1983) EY1542 EY1542'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EY1542'RECOVERED AS DESCRIBED. EY1542 EY1542 STATION RECOVERY (1987) EY1542 EY1542'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EY1542'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2419 *********************************************************************** EY2419 DESIGNATION - JARMAN EY2419 PID - EY2419 EY2419 STATE/COUNTY- NC/JONES EY2419 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2419 EY2419 *CURRENT SURVEY CONTROL EY2419 ___________________________________________________________________ EY2419* NAD 83(1986)- 35 03 36.23815(N) 077 25 38.55050(W) ADJUSTED EY2419* NAVD 88 - 12.5 (meters) 41. (feet) VERTCON EY2419 ___________________________________________________________________ EY2419 LAPLACE CORR- -2.73 (seconds) DEFLEC99 EY2419 GEOID HEIGHT- -36.77 (meters) GEOID03 EY2419 EY2419 HORZ ORDER - SECOND EY2419 EY2419.The North Carolina HARNS have been completed but, EY2419.due to contractual restrictions, coordinates for these stations EY2419.will NOT be published in the near future. In the interim, the EY2419.published coordinates in North Carolina will not be EY2419.consistent with the Continuously Operating Reference Stations EY2419.(CORS). The HARN coordinates for these stations are available EY2419.upon request. Contact Gary Thompson(919-733-3836). EY2419. EY2419.In addition, the published North Carolina positions EY2419.(NAD 83 (1986)) are NOT consistent with those determined in EY2419.adjacent state readjustments. The discontinuity between stations EY2419.located in North Carolina and those in adjacent states EY2419.which have been adjusted to the HARN may be as much as 5 EY2419.decimeters. This will result in a significant loss of accuracy EY2419.over lines crossing such state borders. EY2419 EY2419 EY2419.The horizontal coordinates were established by classical geodetic methods EY2419.and adjusted by the National Geodetic Survey in July 1986. EY2419 EY2419.The NAVD 88 height was computed by applying the VERTCON shift value to EY2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2419 EY2419.The Laplace correction was computed from DEFLEC99 derived deflections. EY2419 EY2419.The geoid height was determined by GEOID03. EY2419 EY2419; North East Units Scale Factor Converg. EY2419;SPC NC - 146,461.796 753,034.798 MT 0.99987816 +0 54 27.6 EY2419;SPC NC - 480,516.74 2,470,581.67 sFT 0.99987816 +0 54 27.6 EY2419;UTM 18 - 3,882,398.735 278,637.284 MT 1.00020395 -1 23 41.8 EY2419 EY2419! - Elev Factor x Scale Factor = Combined Factor EY2419!SPC NC - 1.00000382 x 0.99987816 = 0.99988198 EY2419!UTM 18 - 1.00000382 x 1.00020395 = 1.00020777 EY2419 EY2419: Primary Azimuth Mark Grid Az EY2419:SPC NC - CULVERTED 065 11 26.1 EY2419:UTM 18 - CULVERTED 067 29 35.5 EY2419 EY2419|---------------------------------------------------------------------| EY2419| PID Reference Object Distance Geod. Az | EY2419| dddmmss.s | EY2419| EY2418 CULVERTED APPROX. 1.0 KM 0660553.7 | EY2419|---------------------------------------------------------------------| EY2419 EY2419 SUPERSEDED SURVEY CONTROL EY2419 EY2419 NAD 27 - 35 03 35.66581(N) 077 25 39.68897(W) AD( ) 2 EY2419 NGVD 29 (07/19/86) 12.8 (m) 42. (f) VERT ANG EY2419 EY2419.Superseded values are not recommended for survey control. EY2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2419.See file dsdata.txt to determine how the superseded data were derived. EY2419 EY2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7863782399(NAD 83) EY2419_MARKER: DE = TRAVERSE STATION DISK EY2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2419_STAMPING: JARMAN 1975 EY2419_MARK LOGO: NCGS EY2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2419+STABILITY: SURFACE MOTION EY2419 EY2419 HISTORY - Date Condition Report By EY2419 HISTORY - 1975 MONUMENTED NCGS EY2419 EY2419 STATION DESCRIPTION EY2419 EY2419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2419'JARMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2419'IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2419' EY2419'JARMAN IS LOCATED APPROXIMATELY 4.2 MILES WEST OF TRENTON AND EY2419'13.0 MILES NNE OF RICHLANDS. TO REACH STATION FROM THE JONES EY2419'COUNTY COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 EY2419'MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE EY2419'SOUTHWEST ALONG NC 41 FOR 2.05 MILES TO STATION ON LEFT AT A POWER EY2419'POLE, 0.1 MILE SOUTHWEST OF J. S. JARMANS RESIDENCE, AND 0.7 MILE EY2419'NORTHEAST OF INTERSECTION WITH SR 1127 AND SR 1128 CROSSROADS. EY2419' EY2419'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2419'JARMAN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2419'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2419' EY2419'MARK IS 63.5 FT S OF C/L OF NC 41 EY2419' EY2419'2.7 FT S OF PP 232 WITH ALUMINUM REF. TAG EY2419' EY2419'50.5 FT NE OF 5 INCH PINE WITH ALUMINUM REF. TAG EY2419' EY2419'22.0 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG EY2419' EY2419'30.4 FT NW OF 15 INCH PINE WITH ALUMINUM REF. TAG EY2419' EY2419'170.1 FT W OF A FIELD ROAD 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4176 *********************************************************************** EY4176 DESIGNATION - JARMANS X RD EY4176 PID - EY4176 EY4176 STATE/COUNTY- NC/JONES EY4176 USGS QUAD - TRENTON (1982) EY4176 EY4176 *CURRENT SURVEY CONTROL EY4176 ___________________________________________________________________ EY4176* NAD 83(1986)- 35 05 54.59230(N) 077 20 34.11683(W) ADJUSTED EY4176* NAVD 88 - 14.2 (meters) 47. (feet) VERTCON EY4176 ___________________________________________________________________ EY4176 LAPLACE CORR- -2.45 (seconds) DEFLEC99 EY4176 GEOID HEIGHT- -36.85 (meters) GEOID03 EY4176 EY4176 HORZ ORDER - SECOND EY4176 EY4176.The North Carolina HARNS have been completed but, EY4176.due to contractual restrictions, coordinates for these stations EY4176.will NOT be published in the near future. In the interim, the EY4176.published coordinates in North Carolina will not be EY4176.consistent with the Continuously Operating Reference Stations EY4176.(CORS). The HARN coordinates for these stations are available EY4176.upon request. Contact Gary Thompson(919-733-3836). EY4176. EY4176.In addition, the published North Carolina positions EY4176.(NAD 83 (1986)) are NOT consistent with those determined in EY4176.adjacent state readjustments. The discontinuity between stations EY4176.located in North Carolina and those in adjacent states EY4176.which have been adjusted to the HARN may be as much as 5 EY4176.decimeters. This will result in a significant loss of accuracy EY4176.over lines crossing such state borders. EY4176 EY4176 EY4176.The horizontal coordinates were established by classical geodetic methods EY4176.and adjusted by the National Geodetic Survey in August 1990. EY4176 EY4176.The NAVD 88 height was computed by applying the VERTCON shift value to EY4176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4176 EY4176.The Laplace correction was computed from DEFLEC99 derived deflections. EY4176 EY4176.The geoid height was determined by GEOID03. EY4176 EY4176; North East Units Scale Factor Converg. EY4176;SPC NC - 150,849.841 760,675.803 MT 0.99987615 +0 57 23.3 EY4176;SPC NC - 494,913.19 2,495,650.53 sFT 0.99987615 +0 57 23.3 EY4176;UTM 18 - 3,886,477.388 286,450.859 MT 1.00016206 -1 20 51.3 EY4176 EY4176! - Elev Factor x Scale Factor = Combined Factor EY4176!SPC NC - 1.00000355 x 0.99987615 = 0.99987970 EY4176!UTM 18 - 1.00000355 x 1.00016206 = 1.00016562 EY4176 EY4176 SUPERSEDED SURVEY CONTROL EY4176 EY4176 NGVD 29 (08/13/90) 14.6 (m) 48. (f) VERT ANG EY4176 EY4176.Superseded values are not recommended for survey control. EY4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4176.See file dsdata.txt to determine how the superseded data were derived. EY4176 EY4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8645186477(NAD 83) EY4176_MARKER: DE = TRAVERSE STATION DISK EY4176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4176_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4176_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4176+STABILITY: SURFACE MOTION EY4176 EY4176 HISTORY - Date Condition Report By EY4176 HISTORY - 1978 MONUMENTED NCGS EY4176 HISTORY - 19910824 GOOD USPSQD EY4176 HISTORY - 19941110 GOOD USPSQD EY4176 HISTORY - 19990328 GOOD USPSQD EY4176 EY4176 STATION DESCRIPTION EY4176 EY4176'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4176'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH-NORTHEAST OF EY4176'TRENTON AND 6.3 MILES SOUTH OF COVE CITY AT JARMANS CROSSROADS, IN EY4176'NORTHWEST QUADRANT OF INTERSECTION OF SR 1001 WITH SR 1002. EY4176' EY4176'STATION MARK IS A STANDARD DISK STAMPED---JARMANS X RD 1978---, SET EY4176'IN TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND EY4176'SURFACE. THE MARK IS 20.9 FEET WEST-NORTHWEST OF CENTERLINE OF EY4176'SR 1001, 79.1 FEET NORTHEAST OF CENTERLINE OF SR 1002, 43.9 FEET EY4176'SOUTHEAST OF SOUTHEAST CORNER OF YELLOW FRAMED HOUSE AND 75.2 FEET EY4176'SOUTHWEST OF FIRE HYDRANT. EY4176 EY4176 STATION RECOVERY (1991) EY4176 EY4176'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EY4176'RECOVERED IN GOOD CONDITION. EY4176 EY4176 STATION RECOVERY (1994) EY4176 EY4176'RECOVERY NOTE BY US POWER SQUADRON 1994 EY4176'RECOVERED IN GOOD CONDITION. EY4176 EY4176 STATION RECOVERY (1999) EY4176 EY4176'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4176'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2430 *********************************************************************** EY2430 DESIGNATION - JENKINS EY2430 PID - EY2430 EY2430 STATE/COUNTY- NC/JONES EY2430 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2430 EY2430 *CURRENT SURVEY CONTROL EY2430 ___________________________________________________________________ EY2430* NAD 83(1986)- 35 00 24.11997(N) 077 29 44.58914(W) ADJUSTED EY2430* NAVD 88 - 14.5 (meters) 48. (feet) VERTCON EY2430 ___________________________________________________________________ EY2430 LAPLACE CORR- -2.71 (seconds) DEFLEC99 EY2430 GEOID HEIGHT- -36.73 (meters) GEOID03 EY2430 EY2430 HORZ ORDER - SECOND EY2430 EY2430.The North Carolina HARNS have been completed but, EY2430.due to contractual restrictions, coordinates for these stations EY2430.will NOT be published in the near future. In the interim, the EY2430.published coordinates in North Carolina will not be EY2430.consistent with the Continuously Operating Reference Stations EY2430.(CORS). The HARN coordinates for these stations are available EY2430.upon request. Contact Gary Thompson(919-733-3836). EY2430. EY2430.In addition, the published North Carolina positions EY2430.(NAD 83 (1986)) are NOT consistent with those determined in EY2430.adjacent state readjustments. The discontinuity between stations EY2430.located in North Carolina and those in adjacent states EY2430.which have been adjusted to the HARN may be as much as 5 EY2430.decimeters. This will result in a significant loss of accuracy EY2430.over lines crossing such state borders. EY2430 EY2430 EY2430.The horizontal coordinates were established by classical geodetic methods EY2430.and adjusted by the National Geodetic Survey in July 1986. EY2430 EY2430.The NAVD 88 height was computed by applying the VERTCON shift value to EY2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2430 EY2430.The Laplace correction was computed from DEFLEC99 derived deflections. EY2430 EY2430.The geoid height was determined by GEOID03. EY2430 EY2430; North East Units Scale Factor Converg. EY2430;SPC NC - 140,446.078 746,891.566 MT 0.99988169 +0 52 05.6 EY2430;SPC NC - 460,780.17 2,450,426.75 sFT 0.99988169 +0 52 05.6 EY2430;UTM 18 - 3,876,632.611 272,255.238 MT 1.00023929 -1 25 56.4 EY2430 EY2430! - Elev Factor x Scale Factor = Combined Factor EY2430!SPC NC - 1.00000349 x 0.99988169 = 0.99988518 EY2430!UTM 18 - 1.00000349 x 1.00023929 = 1.00024278 EY2430 EY2430: Primary Azimuth Mark Grid Az EY2430:SPC NC - LOOP RD 050 30 49.9 EY2430:UTM 18 - LOOP RD 052 48 51.9 EY2430 EY2430|---------------------------------------------------------------------| EY2430| PID Reference Object Distance Geod. Az | EY2430| dddmmss.s | EY2430| EY2429 LOOP RD APPROX. 3.0 KM 0512255.5 | EY2430|---------------------------------------------------------------------| EY2430 EY2430 SUPERSEDED SURVEY CONTROL EY2430 EY2430 NAD 27 - 35 00 23.53944(N) 077 29 45.71720(W) AD( ) 2 EY2430 NGVD 29 (07/19/86) 14.8 (m) 49. (f) VERT ANG EY2430 EY2430.Superseded values are not recommended for survey control. EY2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2430.See file dsdata.txt to determine how the superseded data were derived. EY2430 EY2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7225576633(NAD 83) EY2430_MARKER: DE = TRAVERSE STATION DISK EY2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2430_STAMPING: JENKINS 1975 EY2430_MARK LOGO: NCGS EY2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2430+STABILITY: SURFACE MOTION EY2430 EY2430 HISTORY - Date Condition Report By EY2430 HISTORY - 1975 MONUMENTED NCGS EY2430 HISTORY - 19941110 GOOD USPSQD EY2430 EY2430 STATION DESCRIPTION EY2430 EY2430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2430'JENKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2430'IN THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2430' EY2430'JENKINS IS LOCATED APPROXIMATELY 7.9 MILES NNE OF RICHLANDS AND EY2430'9.0 MILES WSW OF TRENTON. TO REACH STATION FROM THE JONES COUNTY EY2430'COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 MILES EY2430'TO JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE SOUTHWEST EY2430'ALONG NC 41 FOR 7.6 MILES TO STATION ON LEFT, NEAR THE NORTHWEST EY2430'CORNER OF THE YARD OF JENKINS RESIDENCE, AND 0.15 MILE EAST OF Y EY2430'INTERSECTION WITH SR 1003 IN COMFORT. EY2430' EY2430'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2430'JENKINS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2430'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2430' EY2430'MARK IS 82.6 FT S OF C/L OF NC 41 EY2430' EY2430'96.6 FT W OF C/L OF DRIVEWAY EY2430' EY2430'58.7 FT SW OF R/W MARKER IN YARD EY2430' EY2430'13.2 FT W OF 15 INCH OAK WITH ALUMINUM REF. TAG EY2430' EY2430'24.0 FT SE OF 24 INCH GUM WITH ALUMINUM REF. TAG EY2430 EY2430 STATION RECOVERY (1994) EY2430 EY2430'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2430'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2930 *********************************************************************** EA2930 DESIGNATION - JODUP EA2930 PID - EA2930 EA2930 STATE/COUNTY- NC/JONES EA2930 USGS QUAD - POTTERS HILL (1980) EA2930 EA2930 *CURRENT SURVEY CONTROL EA2930 ___________________________________________________________________ EA2930* NAD 83(1986)- 34 59 01.96275(N) 077 41 27.98966(W) ADJUSTED EA2930* NAVD 88 - 37. (meters) 121. (feet) SCALED EA2930 ___________________________________________________________________ EA2930 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EA2930 GEOID HEIGHT- -36.34 (meters) GEOID03 EA2930 EA2930 HORZ ORDER - FIRST EA2930 EA2930.The North Carolina HARNS have been completed but, EA2930.due to contractual restrictions, coordinates for these stations EA2930.will NOT be published in the near future. In the interim, the EA2930.published coordinates in North Carolina will not be EA2930.consistent with the Continuously Operating Reference Stations EA2930.(CORS). The HARN coordinates for these stations are available EA2930.upon request. Contact Gary Thompson(919-733-3836). EA2930. EA2930.In addition, the published North Carolina positions EA2930.(NAD 83 (1986)) are NOT consistent with those determined in EA2930.adjacent state readjustments. The discontinuity between stations EA2930.located in North Carolina and those in adjacent states EA2930.which have been adjusted to the HARN may be as much as 5 EA2930.decimeters. This will result in a significant loss of accuracy EA2930.over lines crossing such state borders. EA2930 EA2930 EA2930.The horizontal coordinates were established by classical geodetic methods EA2930.and adjusted by the National Geodetic Survey in July 1986. EA2930 EA2930.The orthometric height was scaled from a topographic map. EA2930 EA2930.The Laplace correction was computed from DEFLEC99 derived deflections. EA2930 EA2930.The geoid height was determined by GEOID03. EA2930 EA2930; North East Units Scale Factor Converg. EA2930;SPC NC - 137,662.099 729,093.593 MT 0.99988346 +0 45 19.6 EA2930;SPC NC - 451,646.40 2,392,034.56 sFT 0.99988346 +0 45 19.6 EA2930;UTM 18 - 3,874,564.255 254,352.574 MT 1.00034377 -1 32 37.3 EA2930 EA2930! - Elev Factor x Scale Factor = Combined Factor EA2930!SPC NC - 0.99999995 x 0.99988346 = 0.99988341 EA2930!UTM 18 - 0.99999995 x 1.00034377 = 1.00034372 EA2930 EA2930: Primary Azimuth Mark Grid Az EA2930:SPC NC - JODUP RM 2 AZ MK 226 23 32.9 EA2930:UTM 18 - JODUP RM 2 AZ MK 228 41 29.8 EA2930 EA2930|---------------------------------------------------------------------| EA2930| PID Reference Object Distance Geod. Az | EA2930| dddmmss.s | EA2930| EA3509 JODUP RM 1 39.197 METERS 10632 | EA2930| EA3510 JODUP RM 2 AZ MK 2270852.5 | EA2930| EA3511 JODUP RM 3 43.769 METERS 22928 | EA2930|---------------------------------------------------------------------| EA2930 EA2930 SUPERSEDED SURVEY CONTROL EA2930 EA2930 NAD 27 - 34 59 01.37200(N) 077 41 29.09000(W) AD( ) 1 EA2930 EA2930.Superseded values are not recommended for survey control. EA2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2930.See file dsdata.txt to determine how the superseded data were derived. EA2930 EA2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5435374564(NAD 83) EA2930_MARKER: DS = TRIANGULATION STATION DISK EA2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2930_STAMPING: JODUP 1933 EA2930_MARK LOGO: CGS EA2930 EA2930 HISTORY - Date Condition Report By EA2930 HISTORY - 1933 MONUMENTED CGS EA2930 HISTORY - 1964 POOR CGS EA2930 HISTORY - 1974 MARK NOT FOUND NCDNR EA2930 HISTORY - 1979 MARK NOT FOUND BAKER EA2930 EA2930 STATION DESCRIPTION EA2930 EA2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EA2930'STATION IS 11 MILES NORTHWEST OF RICHLANDS, ON THE JONES-DUPLIN EA2930'COUNTY LINE. TO REACH FROM RICHLANDS, GO NORTHWEST ON ROUTE 24 TO EA2930'JUNCTION WITH ROUTE 121. TURN RIGHT ONTO ROUTE 121 AND GO 6.9 EA2930'MILES TO JUNCTION WITH ROUTE 41 AT HARGETTS STORE. TURN WEST EA2930'ONTO ROUTE 41 AND GO 3.5 MILES TO COUNTY LINE AND STATION SITE. TO EA2930'REACH FROM KINSTON, GO SOUTH ON ROUTE 121 TO HARGETTS STORE AND THEN EA2930'PROCEED AS ABOVE. STATION IS IN SMALL CLEARING WITH WOODS TO EA2930'NORTH, EAST, AND WEST AND 42.5 FEET NORTH OF CENTER LINE OF ROUTE EA2930'41. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS EA2930'IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN EA2930'CONCRETE. EA2930'REFERENCE MARK NO. 1 IS 112.0 FEET EAST OF COUNTY-LINE SIGNS EA2930'ON THE SOUTH SIDE OF ROUTE 41, 20.0 FEET SOUTH OF CENTER LINE OF EA2930'ROUTE 41, AND 128.6 FEET FROM STATION S 73 DEG 27 MIN E. EA2930'REFERENCE MARK NO. 2 IS 23.0 FEET SOUTH OF CENTER LINE OF ROUTE 41, EA2930'15 FEET EAST OF SMALL TELEPHONE POLE, AND APPROXIMATELY 0.55 MILE EA2930'FROM STATION IN AZIMUTH 47 DEG 08 MIN 49 SEC. EA2930'REFERENCE MARK NO. 3 IS 127.3 FEET WEST OF EA2930'COUNTY-LINE SIGNS, 20.0 FEET SOUTH OF CENTER LINE OF ROUTE 41, AND EA2930'143.6 FEET FROM STATION S 49 DEG 28 MIN. EA2930 EA2930 STATION RECOVERY (1964) EA2930 EA2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EA2930'STATION MARK WAS FOUND LYING ON ITS SIDE IN THE OLD ROADBED AND THE EA2930'DISK WAS RECLAIMED AT THIS TIME. REFERENCE MARK NO. 2 (AZIMUTH MARK) EA2930'AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD EA2930'CONDITION. REFERENCE MARK NO. 1 WAS NOT RECOVERED. THE AREA IN EA2930'THE VICINITY OF THE STATION WAS IN CROPS SO NO ATTEMPT WAS MADE TO EA2930'RECOVER UNDERGROUND STATION MARK. THE HIGHWAY HAS BEEN RELOCATED IN EA2930'THE VICINITY OF THE STATION. EA2930 EA2930 STATION RECOVERY (1974) EA2930 EA2930'RECOVERY NOTE BY NC DEPT OF NAT RES 1974 (LFS) EA2930'JODUP 1933 PROBABLY LOST BY ROAD CONSTRUCTION. EA2930' EA2930'JODUP NO 1 UNABLE TO LOCATE EA2930' EA2930'JODUP NO 2 (AZ. MARK) GOOD EA2930' EA2930'JODUP NO 3 UNABLE TO LOCATE. EA2930 EA2930 STATION RECOVERY (1979) EA2930 EA2930'RECOVERY NOTE BY M BAKER JR INCORPORATED 1979 (KFH) EA2930'STATION NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA3509 *********************************************************************** EA3509 DESIGNATION - JODUP RM 1 EA3509 PID - EA3509 EA3509 STATE/COUNTY- NC/JONES EA3509 USGS QUAD - POTTERS HILL (1980) EA3509 EA3509 *CURRENT SURVEY CONTROL EA3509 ___________________________________________________________________ EA3509* NAD 83(1986)- 34 59 01. (N) 077 41 23. (W) SCALED EA3509* NAVD 88 - 34.957 (meters) 114.69 (feet) ADJUSTED EA3509 ___________________________________________________________________ EA3509 GEOID HEIGHT- -36.35 (meters) GEOID03 EA3509 DYNAMIC HT - 34.925 (meters) 114.58 (feet) COMP EA3509 MODELED GRAV- 979,710.8 (mgal) NAVD 88 EA3509 EA3509 VERT ORDER - SECOND CLASS I EA3509 EA3509.The horizontal coordinates were scaled from a topographic map and have EA3509.an estimated accuracy of +/- 6 seconds. EA3509 EA3509.The orthometric height was determined by differential leveling EA3509.and adjusted by the National Geodetic Survey in September 2005. EA3509 EA3509.The geoid height was determined by GEOID03. EA3509 EA3509.The dynamic height is computed by dividing the NAVD 88 EA3509.geopotential number by the normal gravity value computed on the EA3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3509.degrees latitude (g = 980.6199 gals.). EA3509 EA3509.The modeled gravity was interpolated from observed gravity values. EA3509 EA3509; North East Units Estimated Accuracy EA3509;SPC NC - 137,630. 729,220. MT (+/- 180 meters Scaled) EA3509 EA3509 SUPERSEDED SURVEY CONTROL EA3509 EA3509.No superseded survey control is available for this station. EA3509 EA3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD544745(NAD 83) EA3509_MARKER: DR = REFERENCE MARK DISK EA3509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3509_STAMPING: JODUP NO 1 1933 EA3509_MARK LOGO: CGS EA3509_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA3509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3509+STABILITY: SURFACE MOTION EA3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3509+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997 EA3509 EA3509 HISTORY - Date Condition Report By EA3509 HISTORY - 1933 MONUMENTED CGS EA3509 HISTORY - 19970513 GOOD NCGS EA3509 EA3509 STATION DESCRIPTION EA3509 EA3509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA3509'STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF RICHLANDS AND AT EA3509'THE JONES/DUPLIN COUNTY LINE. ALONG NC 41 FOR 3.5 MI (5.6 KM) WEST EA3509'FROM THE INTERSECTION OF US 258, AT HARGETTS CROSSROADS, TO THE EA3509'STATION. MARK IS ABOUT 2-FT LOWER THAN THE CENTERLINE OF NC 41 AND IS EA3509'RECESSED 2-INCHES BELOW THE GROUND. LOCATED 52.9 FT (16.1 M) EA3509'NORTH-NORTHWEST OF THE CENTERLINE OF NC 41, 7.9 FT (2.4 M) EA3509'WEST-SOUTHWEST OF A 4-INCH MAPLE, 3.7 FT (1.1 M) SOUTH OF A 14-INCH EA3509'PINE, AND 4.5 FT (1.4 M) NORTHEAST OF A 5-INCH MAPLE, ALL THREE WITH EA3509'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA3510 *********************************************************************** EA3510 DESIGNATION - JODUP RM 2 AZ MK EA3510 PID - EA3510 EA3510 STATE/COUNTY- NC/JONES EA3510 USGS QUAD - POTTERS HILL (1980) EA3510 EA3510 *CURRENT SURVEY CONTROL EA3510 ___________________________________________________________________ EA3510* NAD 83(1986)- 34 58 43. (N) 077 41 51. (W) SCALED EA3510* NAVD 88 - 35.280 (meters) 115.75 (feet) ADJUSTED EA3510 ___________________________________________________________________ EA3510 GEOID HEIGHT- -36.34 (meters) GEOID03 EA3510 DYNAMIC HT - 35.248 (meters) 115.64 (feet) COMP EA3510 MODELED GRAV- 979,710.4 (mgal) NAVD 88 EA3510 EA3510 VERT ORDER - SECOND CLASS I EA3510 EA3510.The horizontal coordinates were scaled from a topographic map and have EA3510.an estimated accuracy of +/- 6 seconds. EA3510 EA3510.The orthometric height was determined by differential leveling EA3510.and adjusted by the National Geodetic Survey in September 2005. EA3510.No vertical observational check was made to the station. EA3510 EA3510.The geoid height was determined by GEOID03. EA3510 EA3510.The dynamic height is computed by dividing the NAVD 88 EA3510.geopotential number by the normal gravity value computed on the EA3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA3510.degrees latitude (g = 980.6199 gals.). EA3510 EA3510.The modeled gravity was interpolated from observed gravity values. EA3510 EA3510; North East Units Estimated Accuracy EA3510;SPC NC - 137,070. 728,520. MT (+/- 180 meters Scaled) EA3510 EA3510 SUPERSEDED SURVEY CONTROL EA3510 EA3510.No superseded survey control is available for this station. EA3510 EA3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD537739(NAD 83) EA3510_MARKER: DR = REFERENCE MARK DISK EA3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3510_STAMPING: JODUP NO 2 1933 EA3510_MARK LOGO: CGS EA3510_MAGNETIC: O = OTHER; SEE DESCRIPTION EA3510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3510+STABILITY: SURFACE MOTION EA3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3510+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997 EA3510 EA3510 HISTORY - Date Condition Report By EA3510 HISTORY - 1933 MONUMENTED CGS EA3510 HISTORY - 19970513 GOOD NCGS EA3510 EA3510 STATION DESCRIPTION EA3510 EA3510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA3510'STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF KENANSVILLE AND 0.9 EA3510'MI (1.4 KM) EAST-NORTHEAST OF POTTERS HILL. ALONG NC 41 FOR 3.8 MI EA3510'(6.1 KM) SOUTHWEST FROM THE INTERSECTION OF US 258, AT HARGETTS EA3510'CROSSROADS, IN THE FRONT YARD OF A WHITE SHINGLED HOUSE, ALSO EA3510'APPROXIMATELY 0.55 MI (0.89 KM) SOUTHWEST OF THE JONES/DUPLIN COUNTY EA3510'LINE. MARK IS ABOUT 2-FT HIGHER THAN NC 41 AND PROJECTS 12-INCHES EA3510'ABOVE THE GROUND. LOCATED 62.1 FT (18.9 M) SOUTHEAST OF THE CENTERLINE EA3510'OF NC 41, 18 FT (5.5 M) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE TO A EA3510'WHITE SHINGLED HOUSE, 71.4 FT (21.8 M) NORTHWEST OF THE NORTHEAST EA3510'CORNER OF THE HOUSE, 5.6 FT (1.7 M) WEST OF A 18-INCH PINE, AND 41.3 EA3510'FT (12.6 M) WEST OF 18-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4671 *********************************************************************** AH4671 DESIGNATION - JOE AH4671 PID - AH4671 AH4671 STATE/COUNTY- NC/JONES AH4671 USGS QUAD - MAYSVILLE (1994) AH4671 AH4671 *CURRENT SURVEY CONTROL AH4671 ___________________________________________________________________ AH4671* NAD 83(1986)- 34 59 57.53052(N) 077 13 56.12563(W) ADJUSTED AH4671* NAVD 88 - 9.1 (meters) 30. (feet) VERTCON AH4671 ___________________________________________________________________ AH4671 LAPLACE CORR- -2.74 (seconds) DEFLEC99 AH4671 GEOID HEIGHT- -37.16 (meters) GEOID03 AH4671 AH4671 HORZ ORDER - SECOND AH4671 AH4671.The North Carolina HARNS have been completed but, AH4671.due to contractual restrictions, coordinates for these stations AH4671.will NOT be published in the near future. In the interim, the AH4671.published coordinates in North Carolina will not be AH4671.consistent with the Continuously Operating Reference Stations AH4671.(CORS). The HARN coordinates for these stations are available AH4671.upon request. Contact Gary Thompson(919-733-3836). AH4671. AH4671.In addition, the published North Carolina positions AH4671.(NAD 83 (1986)) are NOT consistent with those determined in AH4671.adjacent state readjustments. The discontinuity between stations AH4671.located in North Carolina and those in adjacent states AH4671.which have been adjusted to the HARN may be as much as 5 AH4671.decimeters. This will result in a significant loss of accuracy AH4671.over lines crossing such state borders. AH4671 AH4671 AH4671.The horizontal coordinates were established by classical geodetic methods AH4671.and adjusted by the National Geodetic Survey in October 1998. AH4671 AH4671.The NAVD 88 height was computed by applying the VERTCON shift value to AH4671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4671 AH4671.The Laplace correction was computed from DEFLEC99 derived deflections. AH4671 AH4671.The geoid height was determined by GEOID03. AH4671 AH4671; North East Units Scale Factor Converg. AH4671;SPC NC - 140,023.174 770,949.048 MT 0.99988224 +1 01 13.0 AH4671;SPC NC - 459,392.70 2,529,355.33 sFT 0.99988224 +1 01 13.0 AH4671;UTM 18 - 3,875,243.830 296,283.369 MT 1.00011150 -1 16 50.8 AH4671 AH4671! - Elev Factor x Scale Factor = Combined Factor AH4671!SPC NC - 1.00000440 x 0.99988224 = 0.99988664 AH4671!UTM 18 - 1.00000440 x 1.00011150 = 1.00011590 AH4671 AH4671 SUPERSEDED SURVEY CONTROL AH4671 AH4671 NGVD 29 (10/29/98) 9.4 (m) 31. (f) VERT ANG AH4671 AH4671.Superseded values are not recommended for survey control. AH4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4671.See file dsdata.txt to determine how the superseded data were derived. AH4671 AH4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9628375244(NAD 83) AH4671_MARKER: DE = TRAVERSE STATION DISK AH4671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4671_STAMPING: JOE 1982 AH4671_MARK LOGO: NCGS AH4671_PROJECTION: FLUSH AH4671_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4671+STABILITY: SURFACE MOTION AH4671 AH4671 HISTORY - Date Condition Report By AH4671 HISTORY - 1982 MONUMENTED NCGS AH4671 AH4671 STATION DESCRIPTION AH4671 AH4671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4671'STATION IS LOCATED ABOUT 0.48 KM (0.30 MI) WEST OF POLLOCKSVILLE. AH4671'ALONG NC 58 FOR 0.56 KM (0.35 MI) WEST FROM US 17, AND 0.24 KM (0.15 AH4671'MI) EAST OF THE EAST END OF SR 1338, ON THE RIGHT, AT A 55 MPH SIGN, AH4671'ABOUT 0.3 M (1.0 FT) EAST OF THE PROLONGATION OF THE CARPORT SUPPORT AH4671'POSTS FOR A HOUSE ACROSS THE HIGHWAY. MARK IS RECESSED 1 INCH BELOW AH4671'GROUND. LOCATED 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF THE AH4671'HIGHWAY, 0.6 M (2.0 FT) NORTH OF THE CURB, 4.0 M (13.1 FT) SOUTHEAST AH4671'OF A POWER POLE (12) WITH A REFERENCE TAG, 3.6 M (11.8 FT) WEST OF AH4671'SPENCERS MAILBOX POST, 4.7 M (15.4 FT) SOUTHWEST OF A CATCH BASIN AH4671'GRATE, AND 4.9 M (16.1 FT) EAST OF A SPEED LIMIT SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2934 *********************************************************************** EA2934 DESIGNATION - JOHNSON EA2934 PID - EA2934 EA2934 STATE/COUNTY- NC/JONES EA2934 USGS QUAD - POTTERS HILL (1980) EA2934 EA2934 *CURRENT SURVEY CONTROL EA2934 ___________________________________________________________________ EA2934* NAD 83(1986)- 34 59 30.16318(N) 077 39 16.25575(W) ADJUSTED EA2934* NAVD 88 - 27.281 (meters) 89.50 (feet) ADJUSTED EA2934 ___________________________________________________________________ EA2934 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EA2934 GEOID HEIGHT- -36.42 (meters) GEOID03 EA2934 DYNAMIC HT - 27.256 (meters) 89.42 (feet) COMP EA2934 MODELED GRAV- 979,710.5 (mgal) NAVD 88 EA2934 EA2934 HORZ ORDER - SECOND EA2934 VERT ORDER - SECOND CLASS I EA2934 EA2934.The North Carolina HARNS have been completed but, EA2934.due to contractual restrictions, coordinates for these stations EA2934.will NOT be published in the near future. In the interim, the EA2934.published coordinates in North Carolina will not be EA2934.consistent with the Continuously Operating Reference Stations EA2934.(CORS). The HARN coordinates for these stations are available EA2934.upon request. Contact Gary Thompson(919-733-3836). EA2934. EA2934.In addition, the published North Carolina positions EA2934.(NAD 83 (1986)) are NOT consistent with those determined in EA2934.adjacent state readjustments. The discontinuity between stations EA2934.located in North Carolina and those in adjacent states EA2934.which have been adjusted to the HARN may be as much as 5 EA2934.decimeters. This will result in a significant loss of accuracy EA2934.over lines crossing such state borders. EA2934 EA2934 EA2934.The horizontal coordinates were established by classical geodetic methods EA2934.and adjusted by the National Geodetic Survey in July 1986. EA2934 EA2934.The orthometric height was determined by differential leveling EA2934.and adjusted by the National Geodetic Survey in September 2005. EA2934 EA2934.The Laplace correction was computed from DEFLEC99 derived deflections. EA2934 EA2934.The geoid height was determined by GEOID03. EA2934 EA2934.The dynamic height is computed by dividing the NAVD 88 EA2934.geopotential number by the normal gravity value computed on the EA2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2934.degrees latitude (g = 980.6199 gals.). EA2934 EA2934.The modeled gravity was interpolated from observed gravity values. EA2934 EA2934; North East Units Scale Factor Converg. EA2934;SPC NC - 138,575.626 732,422.269 MT 0.99988283 +0 46 35.7 EA2934;SPC NC - 454,643.53 2,402,955.39 sFT 0.99988283 +0 46 35.7 EA2934;UTM 18 - 3,875,343.849 257,716.736 MT 1.00032353 -1 31 22.8 EA2934 EA2934! - Elev Factor x Scale Factor = Combined Factor EA2934!SPC NC - 1.00000143 x 0.99988283 = 0.99988426 EA2934!UTM 18 - 1.00000143 x 1.00032353 = 1.00032496 EA2934 EA2934: Primary Azimuth Mark Grid Az EA2934:SPC NC - REPAIR 040 59 07.1 EA2934:UTM 18 - REPAIR 043 17 05.6 EA2934 EA2934|---------------------------------------------------------------------| EA2934| PID Reference Object Distance Geod. Az | EA2934| dddmmss.s | EA2934| EY2603 REPAIR APPROX. 1.3 KM 0414542.8 | EA2934|---------------------------------------------------------------------| EA2934 EA2934 SUPERSEDED SURVEY CONTROL EA2934 EA2934 NAD 27 - 34 59 29.57562(N) 077 39 17.36152(W) AD( ) 2 EA2934 NGVD 29 (07/19/86) 27.6 (m) 91. (f) VERT ANG EA2934 EA2934.Superseded values are not recommended for survey control. EA2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2934.See file dsdata.txt to determine how the superseded data were derived. EA2934 EA2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5771775344(NAD 83) EA2934_MARKER: DE = TRAVERSE STATION DISK EA2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2934_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2934_STAMPING: JOHNSON 1975 EA2934_MARK LOGO: NCGS EA2934_MAGNETIC: O = OTHER; SEE DESCRIPTION EA2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2934+STABILITY: SURFACE MOTION EA2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2934+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004 EA2934 EA2934 HISTORY - Date Condition Report By EA2934 HISTORY - 1975 MONUMENTED NCGS EA2934 HISTORY - 1978 MARK NOT FOUND USGS EA2934 HISTORY - 20040911 GOOD GEOCAC EA2934 HISTORY - 20040911 GOOD NCGS EA2934 EA2934 STATION DESCRIPTION EA2934 EA2934'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2934'JOHNSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA2934'IN THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EA2934' EA2934'JOHNSON IS LOCATED APPROXIMATELY 8.1 MILES NE OF BEULAVILLE, EA2934'AND 8.8 MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION EA2934'OF U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EA2934'WEST ALONG NC 41 FOR 1.3 MILES TO STATION ON LEFT, AND IN SE EA2934'SHOULDER NEAR THE SE CORNER OF A. J. JOHNSONS YARD. EA2934' EA2934'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2934'JOHNSON 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2934'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2934' EA2934'MARK IS 16.0 FT SE OF C/L OF NC 41 EA2934' EA2934'131.0 FT NE OF PROJECTED C/L OF DRIVEWAY TO JOHNSON HOUSE EA2934' EA2934'73.3 FT SE OF 18 IN MAPLE TREE WITH ALUMINUM REF. TAG EA2934' EA2934'54.5 FT NW OF 12 IN PINE TREE WITH ALUMINUM REF. TAG EA2934' EA2934'38.2 FT NW OF 6 IN OAK TREE WITH ALUMINUM REF. TAG EA2934 EA2934 STATION RECOVERY (1978) EA2934 EA2934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (KFH) EA2934'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EA2934 EA2934 STATION RECOVERY (2004) EA2934 EA2934'RECOVERY NOTE BY GEOCACHING 2004 (JBW) EA2934'RECOVERED IN GOOD CONDITION. EA2934 EA2934 STATION RECOVERY (2004) EA2934 EA2934'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EA2934'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EA2934'CORRECTIONS. MARK IS RECESSED 6-INCHES BELOW THE GROUND. LOCATED EA2934'16.0 FT (4.9 M) SOUTHEAST OF THE CENTERLINE OF NC 41, AND 73.3 FT EA2934'(22.3 M) SOUTH-SOUTHEAST OF 30-INCH POPLAR TREE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9406 *********************************************************************** DG9406 DESIGNATION - JON 16 DG9406 PID - DG9406 DG9406 STATE/COUNTY- NC/JONES DG9406 USGS QUAD - RICHLANDS (1981) DG9406 DG9406 *CURRENT SURVEY CONTROL DG9406 ___________________________________________________________________ DG9406* NAD 83(1986)- 34 58 34. (N) 077 30 08. (W) SCALED DG9406* NAVD 88 - 18.666 (meters) 61.24 (feet) ADJUSTED DG9406 ___________________________________________________________________ DG9406 GEOID HEIGHT- -36.76 (meters) GEOID03 DG9406 DYNAMIC HT - 18.648 (meters) 61.18 (feet) COMP DG9406 MODELED GRAV- 979,706.3 (mgal) NAVD 88 DG9406 DG9406 VERT ORDER - SECOND CLASS I DG9406 DG9406.The horizontal coordinates were scaled from a topographic map and have DG9406.an estimated accuracy of +/- 6 seconds. DG9406 DG9406.The orthometric height was determined by differential leveling DG9406.and adjusted by the National Geodetic Survey in September 2005. DG9406 DG9406.The geoid height was determined by GEOID03. DG9406 DG9406.The dynamic height is computed by dividing the NAVD 88 DG9406.geopotential number by the normal gravity value computed on the DG9406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9406.degrees latitude (g = 980.6199 gals.). DG9406 DG9406.The modeled gravity was interpolated from observed gravity values. DG9406 DG9406; North East Units Estimated Accuracy DG9406;SPC NC - 137,040. 746,350. MT (+/- 180 meters Scaled) DG9406 DG9406 SUPERSEDED SURVEY CONTROL DG9406 DG9406.No superseded survey control is available for this station. DG9406 DG9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD715732(NAD 83) DG9406_MARKER: DB = BENCH MARK DISK DG9406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9406_STAMPING: JON 16 1997 DG9406_MARK LOGO: NCGS DG9406_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DG9406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9406+STABILITY: SURFACE MOTION DG9406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9406+SATELLITE: SATELLITE OBSERVATIONS - 1997 DG9406 DG9406 HISTORY - Date Condition Report By DG9406 HISTORY - 1997 MONUMENTED NCGS DG9406 DG9406 STATION DESCRIPTION DG9406 DG9406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9406'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF COMFORT AND 10.3 MI DG9406'(16.6 KM) SOUTHWEST OF TRENTON. ALONG SR 1003 (RICHLANDS ROAD/COMFORT DG9406'ROAD) FOR 0.5 MI (0.8 KM) NORTH FROM THE JONES/ONSLOW COUNTY LINE, OR DG9406'2.3 MI (3.7 KM) SOUTH FROM NC 41, IN THE SHOULDER, ON THE PROLONGATION DG9406'OF THE SOUTH SIDE OF A BLUE-GRAY HOUSE. MARK IS ABOUT LEVEL WITH SR DG9406'1003 AND IS RECESSED 1-INCH BELOW THE GROUND. LOCATED 14.0 FT (4.3 M) DG9406'WEST OF THE CENTERLINE OF SR 1003, 29.2 FT (8.9 M) SOUTHEAST OF A DG9406'WATER METER, 65.7 FT (20.0 M) NORTH-NORTHEAST OF THE NORTH END OF A DG9406'DRIVEWAY CULVERT AND 104.2 FT (31.8 M) SOUTH-SOUTHEAST OF A POWER POLE DG9406'(J77) WITH A TRANSFORMER, GUY WIRE AND A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9405 *********************************************************************** DG9405 DESIGNATION - JON 17 DG9405 PID - DG9405 DG9405 STATE/COUNTY- NC/JONES DG9405 USGS QUAD - JACKSONVILLE NW (1975) DG9405 DG9405 *CURRENT SURVEY CONTROL DG9405 ___________________________________________________________________ DG9405* NAD 83(1986)- 34 59 20. (N) 077 29 52. (W) SCALED DG9405* NAVD 88 - 16.915 (meters) 55.50 (feet) ADJUSTED DG9405 ___________________________________________________________________ DG9405 GEOID HEIGHT- -36.75 (meters) GEOID03 DG9405 DYNAMIC HT - 16.900 (meters) 55.45 (feet) COMP DG9405 MODELED GRAV- 979,708.7 (mgal) NAVD 88 DG9405 DG9405 VERT ORDER - SECOND CLASS I DG9405 DG9405.The horizontal coordinates were scaled from a topographic map and have DG9405.an estimated accuracy of +/- 6 seconds. DG9405 DG9405.The orthometric height was determined by differential leveling DG9405.and adjusted by the National Geodetic Survey in September 2005. DG9405 DG9405.The geoid height was determined by GEOID03. DG9405 DG9405.The dynamic height is computed by dividing the NAVD 88 DG9405.geopotential number by the normal gravity value computed on the DG9405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9405.degrees latitude (g = 980.6199 gals.). DG9405 DG9405.The modeled gravity was interpolated from observed gravity values. DG9405 DG9405; North East Units Estimated Accuracy DG9405;SPC NC - 138,470. 746,730. MT (+/- 180 meters Scaled) DG9405 DG9405 SUPERSEDED SURVEY CONTROL DG9405 DG9405.No superseded survey control is available for this station. DG9405 DG9405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD720746(NAD 83) DG9405_MARKER: DB = BENCH MARK DISK DG9405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9405_SP_SET: CULVERT HEADWALL DG9405_STAMPING: JON 17 1997 DG9405_MARK LOGO: NCGS DG9405_MAGNETIC: O = OTHER; SEE DESCRIPTION DG9405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9405+STABILITY: SURFACE MOTION DG9405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9405+SATELLITE: SATELLITE OBSERVATIONS - 1997 DG9405 DG9405 HISTORY - Date Condition Report By DG9405 HISTORY - 1997 MONUMENTED NCGS DG9405 DG9405 STATION DESCRIPTION DG9405 DG9405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9405'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTH OF COMFORT AND 9.6 MI DG9405'(15.4 KM) WEST-SOUTHWEST OF TRENTON. ALONG SR 1003 (RICHLANDS DG9405'ROAD/COMFORT ROAD) FOR 1.3 MI (2.1 KM) SOUTH FROM NC 41, OR 1.5 MI DG9405'(2.4 KM) NORTH OF THE JONES/ONSLOW COUNTY LINE, IN THE CENTER OF THE DG9405'TOP OF A 20-FT LONG CONCRETE HEADWALL FOR TWIN CONCRETE CULVERTS. MARK DG9405'IS ABOUT 1-FT LOWER THAN THE CENTERLINE OF SR 1003 AND IS FLUSH WITH DG9405'THE TOP OF THE HEADWALL. LOCATED 22.3 FT (6.8 M) WEST-NORTHWEST OF DG9405'THE CENTERLINE OF SR 1003. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9404 *********************************************************************** DG9404 DESIGNATION - JON 18 DG9404 PID - DG9404 DG9404 STATE/COUNTY- NC/JONES DG9404 USGS QUAD - JACKSONVILLE NW (1975) DG9404 DG9404 *CURRENT SURVEY CONTROL DG9404 ___________________________________________________________________ DG9404* NAD 83(1986)- 34 59 57. (N) 077 29 36. (W) SCALED DG9404* NAVD 88 - 16.103 (meters) 52.83 (feet) ADJUSTED DG9404 ___________________________________________________________________ DG9404 GEOID HEIGHT- -36.74 (meters) GEOID03 DG9404 DYNAMIC HT - 16.088 (meters) 52.78 (feet) COMP DG9404 MODELED GRAV- 979,709.7 (mgal) NAVD 88 DG9404 DG9404 VERT ORDER - SECOND CLASS I DG9404 DG9404.The horizontal coordinates were scaled from a topographic map and have DG9404.an estimated accuracy of +/- 6 seconds. DG9404 DG9404.The orthometric height was determined by differential leveling DG9404.and adjusted by the National Geodetic Survey in September 2005. DG9404 DG9404.The geoid height was determined by GEOID03. DG9404 DG9404.The dynamic height is computed by dividing the NAVD 88 DG9404.geopotential number by the normal gravity value computed on the DG9404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9404.degrees latitude (g = 980.6199 gals.). DG9404 DG9404.The modeled gravity was interpolated from observed gravity values. DG9404 DG9404; North East Units Estimated Accuracy DG9404;SPC NC - 139,610. 747,120. MT (+/- 180 meters Scaled) DG9404 DG9404 SUPERSEDED SURVEY CONTROL DG9404 DG9404.No superseded survey control is available for this station. DG9404 DG9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD724757(NAD 83) DG9404_MARKER: DB = BENCH MARK DISK DG9404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9404_SP_SET: DRIVEWAY DG9404_STAMPING: JON 18 1997 DG9404_MARK LOGO: NCGS DG9404_MAGNETIC: O = OTHER; SEE DESCRIPTION DG9404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9404+SATELLITE: SATELLITE OBSERVATIONS - 1997 DG9404 DG9404 HISTORY - Date Condition Report By DG9404 HISTORY - 1997 MONUMENTED NCGS DG9404 DG9404 STATION DESCRIPTION DG9404 DG9404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9404'STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF TRENTON IN DG9404'THE COMFORT COMMUNITY. ALONG SR 1003 (RICHLANDS ROAD/COMFORT ROAD) DG9404'FOR 0.6 MI (1.0 KM) SOUTH FROM NC 41, OR 0.1 MI (0.2 KM) SOUTH OF SR DG9404'1134, AND 2.3 MI (3.7 KM) NORTH OF THE JONES/ONSLOW COUNTY LINE. DG9404'STATION IS SET IN A DRILL HOLE AT 205 RICHLANDS ROAD. MARK IS ABOUT DG9404'LEVEL WITH THE CENTERLINE OF SR 1003 AND IS FLUSH WITH THE CONCRETE DG9404'DRIVEWAY. LOCATED 18.2 FT (5.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF DG9404'SR 1003, 1.0 FT (0.3 M) NORTH-NORTHEAST OF THE SOUTHWESTERN EDGE OF DG9404'THE DRIVEWAY, 43.5 FT (13.3 M) NORTH OF A WATER METER, 71.3 FT (21.7 DG9404'M) EAST OF A FIRE HYDRANT ACROSS SR 1003 AND 52.2 FT (15.9 M) DG9404'SOUTHWEST OF A TELEPHONE PEDESTAL (202E) . 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9403 *********************************************************************** DG9403 DESIGNATION - JON 19 DG9403 PID - DG9403 DG9403 STATE/COUNTY- NC/JONES DG9403 USGS QUAD - PHILLIPS CROSSROADS (1982) DG9403 DG9403 *CURRENT SURVEY CONTROL DG9403 ___________________________________________________________________ DG9403* NAD 83(1986)- 35 00 23. (N) 077 29 53. (W) SCALED DG9403* NAVD 88 - 14.839 (meters) 48.68 (feet) ADJUSTED DG9403 ___________________________________________________________________ DG9403 GEOID HEIGHT- -36.72 (meters) GEOID03 DG9403 DYNAMIC HT - 14.826 (meters) 48.64 (feet) COMP DG9403 MODELED GRAV- 979,706.3 (mgal) NAVD 88 DG9403 DG9403 VERT ORDER - SECOND CLASS I DG9403 DG9403.The horizontal coordinates were scaled from a topographic map and have DG9403.an estimated accuracy of +/- 6 seconds. DG9403 DG9403.The orthometric height was determined by differential leveling DG9403.and adjusted by the National Geodetic Survey in September 2005. DG9403 DG9403.The geoid height was determined by GEOID03. DG9403 DG9403.The dynamic height is computed by dividing the NAVD 88 DG9403.geopotential number by the normal gravity value computed on the DG9403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9403.degrees latitude (g = 980.6199 gals.). DG9403 DG9403.The modeled gravity was interpolated from observed gravity values. DG9403 DG9403; North East Units Estimated Accuracy DG9403;SPC NC - 140,410. 746,680. MT (+/- 180 meters Scaled) DG9403 DG9403 SUPERSEDED SURVEY CONTROL DG9403 DG9403.No superseded survey control is available for this station. DG9403 DG9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD720766(NAD 83) DG9403_MARKER: DB = BENCH MARK DISK DG9403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9403_SP_SET: GAS PUMP ISLAND DG9403_STAMPING: JON 19 1997 DG9403_MARK LOGO: NCGS DG9403_MAGNETIC: O = OTHER; SEE DESCRIPTION DG9403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9403+SATELLITE: SATELLITE OBSERVATIONS - 1997 DG9403 DG9403 HISTORY - Date Condition Report By DG9403 HISTORY - 1997 MONUMENTED NCGS DG9403 DG9403 STATION DESCRIPTION DG9403 DG9403'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9403'STATION IS LOCATED IN THE COMFORT COMMUNITY AND IS ABOUT 8.0 MI (12.9 DG9403'KM) NORTHEAST OF RICHLANDS. ALONG NC 41 AT SR 1003 (RICHLANDS DG9403'ROAD/COMFORT ROAD) IN THE SOUTHEASTERN QUADRANT OF THE INTERSECTION, DG9403'IN THE SOUTHWESTERN END OF THE CONCRETE GAS PUMP ISLAND FOR MOORES DG9403'GROCERY AND GRILL, OR 2.8 MI (4.5 KM) ALONG SR 1003 NORTH FROM THE DG9403'JONES/ONSLOW COUTY LINE. MARK IS ABOUT LEVEL WITH THE CENTERLINE OF DG9403'NC 41 AND IS FLUSH WITH THE CONCRETE GAS PUMP ISLAND. LOCATED 106.0 DG9403'FT (32.3 M) SOUTH OF THE CENTERLINE OF NC 41, 55.5 FT (16.9 M) DG9403'NORTHEAST OF THE CENTERLINE OF SR 1003, 0.5 FT (15.2 CM) NORTHEAST OF DG9403'THE SOUTHWEST END OF THE CONCRETE GAS PUMP ISLAND, 35.3 FT (10.8 M) DG9403'WEST OF THE NORTH CORNER OF THE MAIN STORE BUILDING AND 26.1 FT (8.0 DG9403'M) NORTH OF THE WEST CORNER OF THE MAIN STORE BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9420 *********************************************************************** DG9420 DESIGNATION - JON 20 DG9420 PID - DG9420 DG9420 STATE/COUNTY- NC/JONES DG9420 USGS QUAD - COMFORT (1980) DG9420 DG9420 *CURRENT SURVEY CONTROL DG9420 ___________________________________________________________________ DG9420* NAD 83(1986)- 35 00 10. (N) 077 31 47. (W) SCALED DG9420* NAVD 88 - 18.965 (meters) 62.22 (feet) ADJUSTED DG9420 ___________________________________________________________________ DG9420 GEOID HEIGHT- -36.67 (meters) GEOID03 DG9420 DYNAMIC HT - 18.947 (meters) 62.16 (feet) COMP DG9420 MODELED GRAV- 979,705.9 (mgal) NAVD 88 DG9420 DG9420 VERT ORDER - SECOND CLASS I DG9420 DG9420.The horizontal coordinates were scaled from a topographic map and have DG9420.an estimated accuracy of +/- 6 seconds. DG9420 DG9420.The orthometric height was determined by differential leveling DG9420.and adjusted by the National Geodetic Survey in September 2005. DG9420 DG9420.The geoid height was determined by GEOID03. DG9420 DG9420.The dynamic height is computed by dividing the NAVD 88 DG9420.geopotential number by the normal gravity value computed on the DG9420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9420.degrees latitude (g = 980.6199 gals.). DG9420 DG9420.The modeled gravity was interpolated from observed gravity values. DG9420 DG9420; North East Units Estimated Accuracy DG9420;SPC NC - 139,970. 743,800. MT (+/- 180 meters Scaled) DG9420 DG9420 SUPERSEDED SURVEY CONTROL DG9420 DG9420.No superseded survey control is available for this station. DG9420 DG9420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD691762(NAD 83) DG9420_MARKER: F = FLANGE-ENCASED ROD DG9420_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DG9420_STAMPING: JON 20 2000 DG9420_MARK LOGO: NGS DG9420_PROJECTION: FLUSH DG9420_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DG9420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9420+SATELLITE: SATELLITE OBSERVATIONS - 2000 DG9420_ROD/PIPE-DEPTH: 6.5 meters DG9420_SLEEVE-DEPTH : 1.0 meters DG9420 DG9420 HISTORY - Date Condition Report By DG9420 HISTORY - 2000 MONUMENTED NCGS DG9420 DG9420 STATION DESCRIPTION DG9420 DG9420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH) DG9420'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH OF RICHLANDS (ONSLOW DG9420'COUNTY) AND AT THE COMFORT PUBLIC LIBRARY. ALONG NC 41 FOR 6.2 MI DG9420'(10.0 KM) EAST FROM THE INTERSECTION OF US 258 TO THE COMFORT PUBLIC DG9420'LIBRARY OR 1.2 MI (1.9 KM) WEST ALONG NC 41 FROM THE POST OFFICE IN DG9420'COMFORT, IN THE NORTHEAST CORNER OF THE YARD. MARK IS ABOUT LEVEL WITH DG9420'CENTERLINE OF HIGHWAY. LOCATED 50.3 FT (15.3 M) SOUTH-SOUTHEAST OF THE DG9420'CENTERLINE OF NC 41, 7.4 FT (2.3 M) SOUTHEAST OF A WATER METER VALVE, DG9420'11.3 FT (3.4 M) SOUTH-SOUTHEAST OF AN OLD WELL PIPE, 9.3 FT (2.8 M) DG9420'WEST-SOUTHWEST OF A H.A.R.N. WITNESS POST, 82.7 FT (25.2 M) NORTHEAST DG9420'OF A METAL FLAGPOLE, AND 10.0 FT (3.0 M) WEST-SOUTHWEST OF A POWER DG9420'POLE WITH A TRANSFORMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9417 *********************************************************************** DG9417 DESIGNATION - JON 21 DG9417 PID - DG9417 DG9417 STATE/COUNTY- NC/JONES DG9417 USGS QUAD - COMFORT (1980) DG9417 DG9417 *CURRENT SURVEY CONTROL DG9417 ___________________________________________________________________ DG9417* NAD 83(1986)- 35 00 25. (N) 077 36 24. (W) SCALED DG9417* NAVD 88 - 19.975 (meters) 65.53 (feet) ADJUSTED DG9417 ___________________________________________________________________ DG9417 GEOID HEIGHT- -36.50 (meters) GEOID03 DG9417 DYNAMIC HT - 19.956 (meters) 65.47 (feet) COMP DG9417 MODELED GRAV- 979,707.0 (mgal) NAVD 88 DG9417 DG9417 VERT ORDER - SECOND CLASS I DG9417 DG9417.The horizontal coordinates were scaled from a topographic map and have DG9417.an estimated accuracy of +/- 6 seconds. DG9417 DG9417.The orthometric height was determined by differential leveling DG9417.and adjusted by the National Geodetic Survey in September 2005. DG9417 DG9417.The geoid height was determined by GEOID03. DG9417 DG9417.The dynamic height is computed by dividing the NAVD 88 DG9417.geopotential number by the normal gravity value computed on the DG9417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9417.degrees latitude (g = 980.6199 gals.). DG9417 DG9417.The modeled gravity was interpolated from observed gravity values. DG9417 DG9417; North East Units Estimated Accuracy DG9417;SPC NC - 140,330. 736,770. MT (+/- 180 meters Scaled) DG9417 DG9417 SUPERSEDED SURVEY CONTROL DG9417 DG9417.No superseded survey control is available for this station. DG9417 DG9417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD621769(NAD 83) DG9417_MARKER: DB = BENCH MARK DISK DG9417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9417_SP_SET: HEADWALL DG9417_STAMPING: JON 21 2000 DG9417_MARK LOGO: NCGS DG9417_MAGNETIC: N = NO MAGNETIC MATERIAL DG9417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9417+STABILITY: SURFACE MOTION DG9417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9417+SATELLITE: SATELLITE OBSERVATIONS - 2000 DG9417 DG9417 HISTORY - Date Condition Report By DG9417 HISTORY - 2000 MONUMENTED NCGS DG9417 DG9417 STATION DESCRIPTION DG9417 DG9417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH) DG9417'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) EAST OF HARGETTS STORE AND DG9417'8.2 MI (13.2 KM) NORTH-NORTHWEST OF RICHLANDS (ONSLOW COUNTY). ALONG DG9417'NC 41 FOR 1.75 MI (2.82 KM) EAST FROM THE INTERSECTION OF US 258 TO SR DG9417'1144, IN SOUTHEASTERN QUADRANT AND SET IN THE CENTER OF A 5-FT DG9417'HEADWALL. MARK IS ABOUT LEVEL WITH CENTERLINE OF HIGHWAY. LOCATED DG9417'24.0 FT (7.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 41, 190.0 FT DG9417'(57.9 M) EAST OF THE CENTERLINE OF SR 1144, 19.4 FT (5.9 M) DG9417'WEST-NORTHWEST OF A TELEPHONE PEDESTAL (41R1485), AND 24.8 FT (7.6 M) DG9417'EAST-NORTHEAST OF THE EASTERN END OF A CONCRETE 15-INCH DRIVEWAY DG9417'CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9415 *********************************************************************** DG9415 DESIGNATION - JON 22 DG9415 PID - DG9415 DG9415 STATE/COUNTY- NC/JONES DG9415 USGS QUAD - POTTERS HILL (1980) DG9415 DG9415 *CURRENT SURVEY CONTROL DG9415 ___________________________________________________________________ DG9415* NAD 83(1986)- 34 59 41. (N) 077 39 05. (W) SCALED DG9415* NAVD 88 - 26.368 (meters) 86.51 (feet) ADJUSTED DG9415 ___________________________________________________________________ DG9415 GEOID HEIGHT- -36.42 (meters) GEOID03 DG9415 DYNAMIC HT - 26.344 (meters) 86.43 (feet) COMP DG9415 MODELED GRAV- 979,710.8 (mgal) NAVD 88 DG9415 DG9415 VERT ORDER - SECOND CLASS I DG9415 DG9415.The horizontal coordinates were scaled from a topographic map and have DG9415.an estimated accuracy of +/- 6 seconds. DG9415 DG9415.The orthometric height was determined by differential leveling DG9415.and adjusted by the National Geodetic Survey in September 2005. DG9415 DG9415.The geoid height was determined by GEOID03. DG9415 DG9415.The dynamic height is computed by dividing the NAVD 88 DG9415.geopotential number by the normal gravity value computed on the DG9415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9415.degrees latitude (g = 980.6199 gals.). DG9415 DG9415.The modeled gravity was interpolated from observed gravity values. DG9415 DG9415; North East Units Estimated Accuracy DG9415;SPC NC - 138,910. 732,700. MT (+/- 180 meters Scaled) DG9415 DG9415 SUPERSEDED SURVEY CONTROL DG9415 DG9415.No superseded survey control is available for this station. DG9415 DG9415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD580756(NAD 83) DG9415_MARKER: DB = BENCH MARK DISK DG9415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9415_SP_SET: DRIVEWAY DG9415_STAMPING: JON 22 2000 DG9415_MARK LOGO: NCGS DG9415_MAGNETIC: N = NO MAGNETIC MATERIAL DG9415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9415+SATELLITE: SATELLITE OBSERVATIONS - 2000 DG9415 DG9415 HISTORY - Date Condition Report By DG9415 HISTORY - 2000 MONUMENTED NCGS DG9415 DG9415 STATION DESCRIPTION DG9415 DG9415'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH) DG9415'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTHWEST OF HARGETTS STORE DG9415'AND 3.8 MI (6.1 KM) EAST-NORTHEAST OF POTTERS HILL (DUPLIN COUNTY) . DG9415'ALONG NC 41 FOR 1.0 MI (1.6 KM) WEST FROM THE INTERSECTION OF US 258, DG9415'IN CONCRETE DRIVEWAY OF A WHITE VINYL SIDED HOUSE (492-H), OR 2.4 MI DG9415'(3.9 KM) EAST OF THE JONES/DUPLIN COUNTY LINE. MARK IS ABOUT LEVEL DG9415'WITH CENTERLINE OF HIGHWAY. LOCATED 21.3 FT (6.5 M) NORTHWEST OF THE DG9415'CENTERLINE OF NC 41, 0.85 FT (25.91 CM) SOUTH OF THE NORTHEASTERN DG9415'CORNER OF A CONCRETE DRIVE APRON, 24.5 FT (7.5 M) EAST OF A WATER DG9415'METER VALVE, 9.0 FT (2.7 M) SOUTH-SOUTHWEST OF THE EASTERN END OF A DG9415'15-INCH PLASTIC CORRUGATED DRIVEWAY CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4680 *********************************************************************** AH4680 DESIGNATION - JONCRAVE AH4680 PID - AH4680 AH4680 STATE/COUNTY- NC/JONES AH4680 USGS QUAD - POLLOCKSVILLE (1994) AH4680 AH4680 *CURRENT SURVEY CONTROL AH4680 ___________________________________________________________________ AH4680* NAD 83(1986)- 35 03 56.27975(N) 077 11 22.22816(W) ADJUSTED AH4680* NAVD 88 - 8.56 (+/-2cm) 28.1 (feet) VERTCON AH4680 ___________________________________________________________________ AH4680 LAPLACE CORR- -2.36 (seconds) DEFLEC99 AH4680 GEOID HEIGHT- -37.12 (meters) GEOID03 AH4680 AH4680 HORZ ORDER - SECOND AH4680 VERT ORDER - THIRD (See Below) AH4680 AH4680.The North Carolina HARNS have been completed but, AH4680.due to contractual restrictions, coordinates for these stations AH4680.will NOT be published in the near future. In the interim, the AH4680.published coordinates in North Carolina will not be AH4680.consistent with the Continuously Operating Reference Stations AH4680.(CORS). The HARN coordinates for these stations are available AH4680.upon request. Contact Gary Thompson(919-733-3836). AH4680. AH4680.In addition, the published North Carolina positions AH4680.(NAD 83 (1986)) are NOT consistent with those determined in AH4680.adjacent state readjustments. The discontinuity between stations AH4680.located in North Carolina and those in adjacent states AH4680.which have been adjusted to the HARN may be as much as 5 AH4680.decimeters. This will result in a significant loss of accuracy AH4680.over lines crossing such state borders. AH4680 AH4680 AH4680.The horizontal coordinates were established by classical geodetic methods AH4680.and adjusted by the National Geodetic Survey in October 1998. AH4680 AH4680.The NAVD 88 height was computed by applying the VERTCON shift value to AH4680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4680.The vertical order pertains to the NGVD 29 superseded value. AH4680 AH4680.The Laplace correction was computed from DEFLEC99 derived deflections. AH4680 AH4680.The geoid height was determined by GEOID03. AH4680 AH4680; North East Units Scale Factor Converg. AH4680;SPC NC - 147,448.923 774,716.329 MT 0.99987784 +1 02 41.9 AH4680;SPC NC - 483,755.34 2,541,715.16 sFT 0.99987784 +1 02 41.9 AH4680;UTM 18 - 3,882,513.863 300,346.800 MT 1.00009129 -1 15 30.0 AH4680 AH4680! - Elev Factor x Scale Factor = Combined Factor AH4680!SPC NC - 1.00000448 x 0.99987784 = 0.99988232 AH4680!UTM 18 - 1.00000448 x 1.00009129 = 1.00009577 AH4680 AH4680|---------------------------------------------------------------------| AH4680| PID Reference Object Distance Geod. Az | AH4680| dddmmss.s | AH4680| EY1537 H 214 293.486 METERS 25403 | AH4680|---------------------------------------------------------------------| AH4680 AH4680 SUPERSEDED SURVEY CONTROL AH4680 AH4680 NGVD 29 (10/29/98) 8.89 (m) 29.2 (f) LEVELING 3 AH4680 AH4680.Superseded values are not recommended for survey control. AH4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4680.See file dsdata.txt to determine how the superseded data were derived. AH4680 AH4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0034782514(NAD 83) AH4680_MARKER: DE = TRAVERSE STATION DISK AH4680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4680_STAMPING: JONCRAVE 1981 AH4680_MARK LOGO: CGS AH4680_PROJECTION: FLUSH AH4680_MAGNETIC: N = NO MAGNETIC MATERIAL AH4680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4680+STABILITY: SURFACE MOTION AH4680 AH4680 HISTORY - Date Condition Report By AH4680 HISTORY - 1981 MONUMENTED NGS AH4680 HISTORY - 19900321 GOOD NCGS AH4680 AH4680 STATION DESCRIPTION AH4680 AH4680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (LFS) AH4680'STATION IS LOCATED ABOUT 14.3 KM (8.9 MI) WEST-SOUTHWEST OF NEW BERN AH4680'AND 7.24 KM (4.50 MI) NORTH-NORTHEAST OF POLLOCKSVILLE. ALONG US 17 AH4680'FOR 0.16 KM (0.10 MI) SOUTHWEST FROM THE CRAVEN-JONES COUNTY LINE, OR AH4680'10.94 KM (6.80 MI) WEST-SOUTHWEST FROM THE US 70 OVERPASS, IN THE AH4680'HIGHWAY SHOULDER AT A WOODS AND FIELD ROAD. MARK IS RECESSED 5 INCHES AH4680'BELOW GROUND. LOCATED 8.0 M (26.2 FT) SOUTH-SOUTHEAST OF THE AH4680'CENTERLINE OF THE NORTH BOUND LANES, 3.1 M (10.2 FT) WEST OF THE AH4680'NORTHEAST END OF A CULVERT, 2.8 M (9.2 FT) NORTHEAST OF THE SOUTHWEST AH4680'END OF A CULVERT, AND 7.4 M (24.3 FT) NORTH OF A 24-INCH CEDAR WITH A AH4680'REFERENCE TAG. BENCH MARK--H 214--IS 0.32 KM (0.20 MI) SOUTHWEST OF AH4680'THE STATION AT SR 1330, AT THE BASE OF THE JONES COUNTY BRICK SIGN. AH4680 AH4680 STATION RECOVERY (1990) AH4680 AH4680'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AH4680'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4678 *********************************************************************** AH4678 DESIGNATION - JONES AH4678 PID - AH4678 AH4678 STATE/COUNTY- NC/JONES AH4678 USGS QUAD - POLLOCKSVILLE (1994) AH4678 AH4678 *CURRENT SURVEY CONTROL AH4678 ___________________________________________________________________ AH4678* NAD 83(1986)- 35 03 03.75419(N) 077 12 28.96781(W) ADJUSTED AH4678* NAVD 88 - 9.7 (meters) 32. (feet) VERTCON AH4678 ___________________________________________________________________ AH4678 LAPLACE CORR- -2.33 (seconds) DEFLEC99 AH4678 GEOID HEIGHT- -37.12 (meters) GEOID03 AH4678 AH4678 HORZ ORDER - SECOND AH4678 AH4678.The North Carolina HARNS have been completed but, AH4678.due to contractual restrictions, coordinates for these stations AH4678.will NOT be published in the near future. In the interim, the AH4678.published coordinates in North Carolina will not be AH4678.consistent with the Continuously Operating Reference Stations AH4678.(CORS). The HARN coordinates for these stations are available AH4678.upon request. Contact Gary Thompson(919-733-3836). AH4678. AH4678.In addition, the published North Carolina positions AH4678.(NAD 83 (1986)) are NOT consistent with those determined in AH4678.adjacent state readjustments. The discontinuity between stations AH4678.located in North Carolina and those in adjacent states AH4678.which have been adjusted to the HARN may be as much as 5 AH4678.decimeters. This will result in a significant loss of accuracy AH4678.over lines crossing such state borders. AH4678 AH4678 AH4678.The horizontal coordinates were established by classical geodetic methods AH4678.and adjusted by the National Geodetic Survey in October 1998. AH4678 AH4678.The NAVD 88 height was computed by applying the VERTCON shift value to AH4678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4678 AH4678.The Laplace correction was computed from DEFLEC99 derived deflections. AH4678 AH4678.The geoid height was determined by GEOID03. AH4678 AH4678; North East Units Scale Factor Converg. AH4678;SPC NC - 145,800.019 773,055.008 MT 0.99987869 +1 02 03.3 AH4678;SPC NC - 478,345.56 2,536,264.64 sFT 0.99987869 +1 02 03.3 AH4678;UTM 18 - 3,880,932.707 298,620.186 MT 1.00009983 -1 16 06.7 AH4678 AH4678! - Elev Factor x Scale Factor = Combined Factor AH4678!SPC NC - 1.00000430 x 0.99987869 = 0.99988299 AH4678!UTM 18 - 1.00000430 x 1.00009983 = 1.00010413 AH4678 AH4678 SUPERSEDED SURVEY CONTROL AH4678 AH4678 NGVD 29 (10/29/98) 10.1 (m) 33. (f) VERT ANG AH4678 AH4678.Superseded values are not recommended for survey control. AH4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4678.See file dsdata.txt to determine how the superseded data were derived. AH4678 AH4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9862080933(NAD 83) AH4678_MARKER: DE = TRAVERSE STATION DISK AH4678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4678_STAMPING: JONES 1981 AH4678_MARK LOGO: NCGS AH4678_PROJECTION: FLUSH AH4678_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4678+STABILITY: SURFACE MOTION AH4678 AH4678 HISTORY - Date Condition Report By AH4678 HISTORY - 1981 MONUMENTED NCGS AH4678 AH4678 STATION DESCRIPTION AH4678 AH4678'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4678'STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) NORTH-NORTHEAST OF AH4678'POLLOCKSVILLE AND 16.41 KM (10.20 MI) WEST-SOUTHWEST OF NEW BERN. AH4678'ALONG US 17 FOR 6.11 KM (3.80 MI) NORTH FROM NC 58 (IN POLLOCKSVILLE), AH4678'OR 0.56 KM (0.35 MI) SOUTH OF SR 1002, AT A POWER POLE IN THE YARD AH4678'BETWEEN TWO MOBILE HOMES. MARK IS RECESSED 2 INCHES BELOW GROUND. AH4678'LOCATED 11.3 M (37.1 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE AH4678'HIGHWAY, 4.0 M (13.1 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 6.0 AH4678'M (19.7 FT) NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY, 0.8 M (2.6 AH4678'FT) EAST OF A GUY WIRE BASE--AND 4.2 M (13.8 FT) EAST OF A POWER POLE, AH4678'10.1 M (33.1 FT) NORTHEAST OF A SUPPORT POLE--BOTH WITH REFERENCE AH4678'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2159 *********************************************************************** EA2159 DESIGNATION - JOPINES EA2159 PID - EA2159 EA2159 STATE/COUNTY- NC/JONES EA2159 USGS QUAD - STELLA (1994) EA2159 EA2159 *CURRENT SURVEY CONTROL EA2159 ___________________________________________________________________ EA2159* NAD 83(1986)- 34 51 05.59684(N) 077 10 48.65553(W) ADJUSTED EA2159* NAVD 88 - 7.8 (meters) 26. (feet) VERTCON EA2159 ___________________________________________________________________ EA2159 LAPLACE CORR- -1.73 (seconds) DEFLEC99 EA2159 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2159 EA2159 HORZ ORDER - SECOND EA2159 EA2159.The North Carolina HARNS have been completed but, EA2159.due to contractual restrictions, coordinates for these stations EA2159.will NOT be published in the near future. In the interim, the EA2159.published coordinates in North Carolina will not be EA2159.consistent with the Continuously Operating Reference Stations EA2159.(CORS). The HARN coordinates for these stations are available EA2159.upon request. Contact Gary Thompson(919-733-3836). EA2159. EA2159.In addition, the published North Carolina positions EA2159.(NAD 83 (1986)) are NOT consistent with those determined in EA2159.adjacent state readjustments. The discontinuity between stations EA2159.located in North Carolina and those in adjacent states EA2159.which have been adjusted to the HARN may be as much as 5 EA2159.decimeters. This will result in a significant loss of accuracy EA2159.over lines crossing such state borders. EA2159 EA2159 EA2159.The horizontal coordinates were established by classical geodetic methods EA2159.and adjusted by the National Geodetic Survey in July 1986. EA2159 EA2159.The NAVD 88 height was computed by applying the VERTCON shift value to EA2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2159 EA2159.The Laplace correction was computed from DEFLEC99 derived deflections. EA2159 EA2159.The geoid height was determined by GEOID03. EA2159 EA2159; North East Units Scale Factor Converg. EA2159;SPC NC - 123,721.328 776,002.039 MT 0.99989683 +1 03 01.2 EA2159;SPC NC - 405,909.06 2,545,933.36 sFT 0.99989683 +1 03 01.2 EA2159;UTM 18 - 3,858,748.931 300,679.332 MT 1.00008968 -1 14 46.6 EA2159 EA2159! - Elev Factor x Scale Factor = Combined Factor EA2159!SPC NC - 1.00000463 x 0.99989683 = 0.99990146 EA2159!UTM 18 - 1.00000463 x 1.00008968 = 1.00009431 EA2159 EA2159: Primary Azimuth Mark Grid Az EA2159:SPC NC - CHARLIE 322 38 54.5 EA2159:UTM 18 - CHARLIE 324 56 42.3 EA2159 EA2159|---------------------------------------------------------------------| EA2159| PID Reference Object Distance Geod. Az | EA2159| dddmmss.s | EA2159| EA2160 CHARLIE APPROX. 1.5 KM 3234155.7 | EA2159|---------------------------------------------------------------------| EA2159 EA2159 SUPERSEDED SURVEY CONTROL EA2159 EA2159 NAD 27 - 34 51 05.02217(N) 077 10 49.82763(W) AD( ) 2 EA2159 NGVD 29 (07/19/86) 8.1 (m) 27. (f) VERT ANG EA2159 EA2159.Superseded values are not recommended for survey control. EA2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2159.See file dsdata.txt to determine how the superseded data were derived. EA2159 EA2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0067958749(NAD 83) EA2159_MARKER: DE = TRAVERSE STATION DISK EA2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2159_STAMPING: JOPINES 1975 EA2159_MARK LOGO: NCGS EA2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2159+STABILITY: SURFACE MOTION EA2159 EA2159 HISTORY - Date Condition Report By EA2159 HISTORY - 1975 MONUMENTED NCGS EA2159 HISTORY - 19870401 GOOD USPSQD EA2159 HISTORY - 19910824 GOOD USPSQD EA2159 EA2159 STATION DESCRIPTION EA2159 EA2159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2159'JOPINES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2159'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2159' EA2159'JOPINES IS LOCATED APPROXIMATELY 4.7 MILES SOUTHEAST OF MAYSVILLE EA2159'(JONES COUNTY) AND 11.5 MILES NNW OF SWANSBORO (ONSLOW COUNTY). TO EA2159'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT EA2159'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 4.7 MILES TO EA2159'STATION ON LEFT AT AN ENTRANCE TO AN AREA OF YOUNG PINES NEAR EA2159'WHERE POWER LINE CROSSES OVER HIGHWAY AND 0.15 MILE SOUTHEAST OF EA2159'THE SOUTH INTERSECTION WITH SR 1102 LOOP ROAD. EA2159' EA2159'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2159'JOPINES 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2159'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA2159' EA2159'MARK IS 54.8 FT E OF C/L OF CN 58. EA2159' EA2159'17.3 FT E OF NORTH END OF 15 INCH CULVERT. EA2159' EA2159'17.7 FT NE OF SOUTH END OF 15 INCH CULVERT. EA2159' EA2159'163.4 FT N OF ROAD INTERSECTION SIGN WITH ALUMINUM REF. TAG. EA2159' EA2159'28.4 FT W OF 5 INCH PINE WITH ALUMINUM REF. TAG. EA2159' EA2159'33.6 FT SW OF 6 INCH PINE WITH ALUMINUM REF. TAG. EA2159 EA2159 STATION RECOVERY (1987) EA2159 EA2159'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2159'RECOVERED IN GOOD CONDITION. EA2159 EA2159 STATION RECOVERY (1991) EA2159 EA2159'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2159'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2423 *********************************************************************** EY2423 DESIGNATION - JOSE EY2423 PID - EY2423 EY2423 STATE/COUNTY- NC/JONES EY2423 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2423 EY2423 *CURRENT SURVEY CONTROL EY2423 ___________________________________________________________________ EY2423* NAD 83(1986)- 35 02 48.59901(N) 077 27 11.40277(W) ADJUSTED EY2423* NAVD 88 - 16.6 (meters) 54. (feet) VERTCON EY2423 ___________________________________________________________________ EY2423 LAPLACE CORR- -2.72 (seconds) DEFLEC99 EY2423 GEOID HEIGHT- -36.74 (meters) GEOID03 EY2423 EY2423 HORZ ORDER - SECOND EY2423 EY2423.The North Carolina HARNS have been completed but, EY2423.due to contractual restrictions, coordinates for these stations EY2423.will NOT be published in the near future. In the interim, the EY2423.published coordinates in North Carolina will not be EY2423.consistent with the Continuously Operating Reference Stations EY2423.(CORS). The HARN coordinates for these stations are available EY2423.upon request. Contact Gary Thompson(919-733-3836). EY2423. EY2423.In addition, the published North Carolina positions EY2423.(NAD 83 (1986)) are NOT consistent with those determined in EY2423.adjacent state readjustments. The discontinuity between stations EY2423.located in North Carolina and those in adjacent states EY2423.which have been adjusted to the HARN may be as much as 5 EY2423.decimeters. This will result in a significant loss of accuracy EY2423.over lines crossing such state borders. EY2423 EY2423 EY2423.The horizontal coordinates were established by classical geodetic methods EY2423.and adjusted by the National Geodetic Survey in July 1986. EY2423 EY2423.The NAVD 88 height was computed by applying the VERTCON shift value to EY2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2423 EY2423.The Laplace correction was computed from DEFLEC99 derived deflections. EY2423 EY2423.The geoid height was determined by GEOID03. EY2423 EY2423; North East Units Scale Factor Converg. EY2423;SPC NC - 144,957.091 750,705.438 MT 0.99987895 +0 53 34.0 EY2423;SPC NC - 475,580.06 2,462,939.42 sFT 0.99987895 +0 53 34.0 EY2423;UTM 18 - 3,880,988.354 276,248.563 MT 1.00021706 -1 24 33.5 EY2423 EY2423! - Elev Factor x Scale Factor = Combined Factor EY2423!SPC NC - 1.00000317 x 0.99987895 = 0.99988212 EY2423!UTM 18 - 1.00000317 x 1.00021706 = 1.00022023 EY2423 EY2423: Primary Azimuth Mark Grid Az EY2423:SPC NC - HESSICK 045 46 38.0 EY2423:UTM 18 - HESSICK 048 04 45.5 EY2423 EY2423|---------------------------------------------------------------------| EY2423| PID Reference Object Distance Geod. Az | EY2423| dddmmss.s | EY2423| EY2422 HESSICK 451.206 METERS 0464012.0 | EY2423| EY2424 BOXE 409.009 METERS 2253936.7 | EY2423|---------------------------------------------------------------------| EY2423 EY2423 SUPERSEDED SURVEY CONTROL EY2423 EY2423 NAD 27 - 35 02 48.02436(N) 077 27 12.53734(W) AD( ) 2 EY2423 NGVD 29 (07/19/86) 16.9 (m) 55. (f) VERT ANG EY2423 EY2423.Superseded values are not recommended for survey control. EY2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2423.See file dsdata.txt to determine how the superseded data were derived. EY2423 EY2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7624980988(NAD 83) EY2423_MARKER: DE = TRAVERSE STATION DISK EY2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2423_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2423_STAMPING: JOSE 1975 EY2423_MARK LOGO: NCGS EY2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2423+STABILITY: SURFACE MOTION EY2423 EY2423 HISTORY - Date Condition Report By EY2423 HISTORY - 1975 MONUMENTED NCGS EY2423 EY2423 STATION DESCRIPTION EY2423 EY2423'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2423'JOSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2423'VICINITY OF TRENTON, NORTH CAROLINA. EY2423' EY2423'JOSE IS LOCATED APPROXIMATELY 5.8 MILES WEST OF TRENTON (JONES EY2423'COUNTY) AND 11.3 MILES NNE OF RICHLANDS (ONSLOW COUNTY). TO REACH EY2423'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2423'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR EY2423'1300, THENCE SOUTHWEST ALONG NC 41 FOR 3.8 MILES TO STATION ON EY2423'RIGHT IN NORTHWEST SHOULDER, NEAR A MAILBOX FOR A SMALL BOX TYPE EY2423'HOUSE. EY2423' EY2423'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED JOSE EY2423'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EY2423'INCHES BELOW THE SURFACE OF THE GROUND. EY2423' EY2423'MARK IS 18.9 FT NW OF C/L OF NC 41 EY2423' EY2423'10.5 FT SW OF C/L OF DRIVEWAY TO HOUSE EY2423' EY2423'7.1 FT SE OF S END OF 15 INCH CULVERT UNDER DRIVE EY2423' EY2423'4.5 FT NE OF MAILBOX POST WITH ALUMINUM REF. TAG EY2423' EY2423'39.9 FT E OF 12 INCH WALNUT WITH ALUMINUM REF. TAG EY2423' EY2423'33.6 FT S OF TP PEDESTAL 108 W 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1543 *********************************************************************** EY1543 DESIGNATION - K 214 EY1543 PID - EY1543 EY1543 STATE/COUNTY- NC/JONES EY1543 USGS QUAD - POLLOCKSVILLE (1994) EY1543 EY1543 *CURRENT SURVEY CONTROL EY1543 ___________________________________________________________________ EY1543* NAD 83(1986)- 35 01 44.61538(N) 077 12 45.19125(W) ADJUSTED EY1543* NAVD 88 - 9.167 (meters) 30.08 (feet) ADJUSTED EY1543 ___________________________________________________________________ EY1543 LAPLACE CORR- -2.56 (seconds) DEFLEC99 EY1543 GEOID HEIGHT- -37.15 (meters) GEOID03 EY1543 DYNAMIC HT - 9.159 (meters) 30.05 (feet) COMP EY1543 MODELED GRAV- 979,703.6 (mgal) NAVD 88 EY1543 EY1543 HORZ ORDER - THIRD EY1543 VERT ORDER - FIRST CLASS II EY1543 EY1543.The North Carolina HARNS have been completed but, EY1543.due to contractual restrictions, coordinates for these stations EY1543.will NOT be published in the near future. In the interim, the EY1543.published coordinates in North Carolina will not be EY1543.consistent with the Continuously Operating Reference Stations EY1543.(CORS). The HARN coordinates for these stations are available EY1543.upon request. Contact Gary Thompson(919-733-3836). EY1543. EY1543.In addition, the published North Carolina positions EY1543.(NAD 83 (1986)) are NOT consistent with those determined in EY1543.adjacent state readjustments. The discontinuity between stations EY1543.located in North Carolina and those in adjacent states EY1543.which have been adjusted to the HARN may be as much as 5 EY1543.decimeters. This will result in a significant loss of accuracy EY1543.over lines crossing such state borders. EY1543 EY1543 EY1543.The horizontal coordinates were established by classical geodetic methods EY1543.and adjusted by the National Geodetic Survey in October 1998. EY1543 EY1543.The orthometric height was determined by differential leveling EY1543.and adjusted by the National Geodetic Survey in June 1991. EY1543 EY1543.The Laplace correction was computed from DEFLEC99 derived deflections. EY1543 EY1543.The geoid height was determined by GEOID03. EY1543 EY1543.The dynamic height is computed by dividing the NAVD 88 EY1543.geopotential number by the normal gravity value computed on the EY1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1543.degrees latitude (g = 980.6199 gals.). EY1543 EY1543.The modeled gravity was interpolated from observed gravity values. EY1543 EY1543; North East Units Scale Factor Converg. EY1543;SPC NC - 143,354.475 772,687.895 MT 0.99988010 +1 01 54.0 EY1543;SPC NC - 470,322.14 2,535,060.20 sFT 0.99988010 +1 01 54.0 EY1543;UTM 18 - 3,878,503.347 298,155.018 MT 1.00010214 -1 16 13.5 EY1543 EY1543! - Elev Factor x Scale Factor = Combined Factor EY1543!SPC NC - 1.00000439 x 0.99988010 = 0.99988449 EY1543!UTM 18 - 1.00000439 x 1.00010214 = 1.00010653 EY1543 EY1543 SUPERSEDED SURVEY CONTROL EY1543 EY1543 NGVD 29 (10/29/98) 9.49 (m) 31.1 (f) LEVELING 3 EY1543 EY1543.Superseded values are not recommended for survey control. EY1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1543.See file dsdata.txt to determine how the superseded data were derived. EY1543 EY1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9815578503(NAD 83) EY1543_MARKER: I = METAL ROD EY1543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1543_SP_SET: STAINLESS STEEL ROD EY1543_STAMPING: K 214 1979 EY1543_MARK LOGO: NGS EY1543_PROJECTION: FLUSH EY1543_MAGNETIC: I = MARKER IS A STEEL ROD EY1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1543_ROD/PIPE-DEPTH: 6.10 meters EY1543 EY1543 HISTORY - Date Condition Report By EY1543 HISTORY - 1979 MONUMENTED NGS EY1543 HISTORY - 19830101 GOOD NCGS EY1543 HISTORY - 1987 GOOD USPSQD EY1543 EY1543 STATION DESCRIPTION EY1543 EY1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1543'1.7 MI NNE FROM POLLOCKSVILLE. EY1543'2.3 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 SOUTH EY1543'OF POLLOCKSVILLE, AT THE JUNCTION WITH THE NORTH END OF SR 1336 EY1543'(A LOOP ROAD) AND APPROXIMATELY 300 FEET SOUTHWEST OF THE EY1543'CENTERLINE INTERSECTION, 39.9 FEET NORTHWEST OF CENTERLINE OF EY1543'HIGHWAY, 42.7 FEET SOUTHEAST OF CENTERLINE OF ROAD, 100.0 FEET EY1543'EAST OF A POWER POLE WITH REFERENCE TAG AND 147.7 FEET SOUTH OF A EY1543'POWER POLE WITH REFERENCE TAG. THE DATUM POINT IS A STEEL KNOB EY1543'ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY EY1543'LOGO FLANGE WITH ACCESS COVER. EY1543'THE MARK IS 1 FT NE FROM A WITNESS POST. EY1543'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1543 EY1543 STATION RECOVERY (1983) EY1543 EY1543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EY1543'RECOVERED AS DESCRIBED. EY1543 EY1543 STATION RECOVERY (1987) EY1543 EY1543'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EY1543'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4672 *********************************************************************** AH4672 DESIGNATION - KENNEDY AH4672 PID - AH4672 AH4672 STATE/COUNTY- NC/JONES AH4672 USGS QUAD - MAYSVILLE (1994) AH4672 AH4672 *CURRENT SURVEY CONTROL AH4672 ___________________________________________________________________ AH4672* NAD 83(1986)- 34 59 53.64965(N) 077 13 30.44361(W) ADJUSTED AH4672* NAVD 88 - 8.87 (+/-2cm) 29.1 (feet) VERTCON AH4672 ___________________________________________________________________ AH4672 LAPLACE CORR- -2.77 (seconds) DEFLEC99 AH4672 GEOID HEIGHT- -37.17 (meters) GEOID03 AH4672 AH4672 HORZ ORDER - SECOND AH4672 VERT ORDER - THIRD (See Below) AH4672 AH4672.The North Carolina HARNS have been completed but, AH4672.due to contractual restrictions, coordinates for these stations AH4672.will NOT be published in the near future. In the interim, the AH4672.published coordinates in North Carolina will not be AH4672.consistent with the Continuously Operating Reference Stations AH4672.(CORS). The HARN coordinates for these stations are available AH4672.upon request. Contact Gary Thompson(919-733-3836). AH4672. AH4672.In addition, the published North Carolina positions AH4672.(NAD 83 (1986)) are NOT consistent with those determined in AH4672.adjacent state readjustments. The discontinuity between stations AH4672.located in North Carolina and those in adjacent states AH4672.which have been adjusted to the HARN may be as much as 5 AH4672.decimeters. This will result in a significant loss of accuracy AH4672.over lines crossing such state borders. AH4672 AH4672 AH4672.The horizontal coordinates were established by classical geodetic methods AH4672.and adjusted by the National Geodetic Survey in October 1998. AH4672 AH4672.The NAVD 88 height was computed by applying the VERTCON shift value to AH4672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4672.The vertical order pertains to the NGVD 29 superseded value. AH4672 AH4672.The Laplace correction was computed from DEFLEC99 derived deflections. AH4672 AH4672.The geoid height was determined by GEOID03. AH4672 AH4672; North East Units Scale Factor Converg. AH4672;SPC NC - 139,915.230 771,602.251 MT 0.99988233 +1 01 27.9 AH4672;SPC NC - 459,038.55 2,531,498.39 sFT 0.99988233 +1 01 27.9 AH4672;UTM 18 - 3,875,109.715 296,931.859 MT 1.00010825 -1 16 36.0 AH4672 AH4672! - Elev Factor x Scale Factor = Combined Factor AH4672!SPC NC - 1.00000444 x 0.99988233 = 0.99988677 AH4672!UTM 18 - 1.00000444 x 1.00010825 = 1.00011269 AH4672 AH4672|---------------------------------------------------------------------| AH4672| PID Reference Object Distance Geod. Az | AH4672| dddmmss.s | AH4672| EA1166 M 214 74.855 METERS 02301 | AH4672|---------------------------------------------------------------------| AH4672 AH4672 SUPERSEDED SURVEY CONTROL AH4672 AH4672 NGVD 29 (10/29/98) 9.19 (m) 30.2 (f) LEVELING 3 AH4672 AH4672.Superseded values are not recommended for survey control. AH4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4672.See file dsdata.txt to determine how the superseded data were derived. AH4672 AH4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9693275110(NAD 83) AH4672_MARKER: DE = TRAVERSE STATION DISK AH4672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AH4672_SP_SET: CONCRETE ISLAND AH4672_STAMPING: KENNEDY 1981 AH4672_MARK LOGO: NCGS AH4672_PROJECTION: FLUSH AH4672_MAGNETIC: N = NO MAGNETIC MATERIAL AH4672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH4672 AH4672 HISTORY - Date Condition Report By AH4672 HISTORY - 1981 MONUMENTED NCGS AH4672 AH4672 STATION DESCRIPTION AH4672 AH4672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4672'STATION IS LOCATED 0.80 KM (0.50 MI) SOUTH OF POLLOCKSVILLE. AT THE AH4672'INTERSECTION OF US 17 WITH NC 58, IN A DRILL HOLE IN THE LARGEST OF AH4672'TWO TRAFFIC ISLANDS. LOCATED 23.8 M (78.1 FT) NORTHWEST OF THE AH4672'CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF AH4672'NC 58, 4.2 M (13.8 FT) EAST OF THE WEST END OF THE ISLAND, AND 22.3 M AH4672'(73.2 FT) NORTHEAST OF A POWER POLE WITH A REFERENCE TAG. BENCH AH4672'MARK--M 214 1979--IS 74.98 M (246.00 FT) NORTH-NORTHEAST OF THE AH4672'STATION, BESIDE A TEXACO SIGN AT KENNEDYS GROCERY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4178 *********************************************************************** EY4178 DESIGNATION - KEYS EY4178 PID - EY4178 EY4178 STATE/COUNTY- NC/JONES EY4178 USGS QUAD - DOVER (1982) EY4178 EY4178 *CURRENT SURVEY CONTROL EY4178 ___________________________________________________________________ EY4178* NAD 83(1986)- 35 13 19.31827(N) 077 27 56.85595(W) ADJUSTED EY4178* NAVD 88 - 14.9 (meters) 49. (feet) VERTCON EY4178 ___________________________________________________________________ EY4178 LAPLACE CORR- -3.19 (seconds) DEFLEC99 EY4178 GEOID HEIGHT- -36.42 (meters) GEOID03 EY4178 EY4178 HORZ ORDER - SECOND EY4178 EY4178.The North Carolina HARNS have been completed but, EY4178.due to contractual restrictions, coordinates for these stations EY4178.will NOT be published in the near future. In the interim, the EY4178.published coordinates in North Carolina will not be EY4178.consistent with the Continuously Operating Reference Stations EY4178.(CORS). The HARN coordinates for these stations are available EY4178.upon request. Contact Gary Thompson(919-733-3836). EY4178. EY4178.In addition, the published North Carolina positions EY4178.(NAD 83 (1986)) are NOT consistent with those determined in EY4178.adjacent state readjustments. The discontinuity between stations EY4178.located in North Carolina and those in adjacent states EY4178.which have been adjusted to the HARN may be as much as 5 EY4178.decimeters. This will result in a significant loss of accuracy EY4178.over lines crossing such state borders. EY4178 EY4178 EY4178.The horizontal coordinates were established by classical geodetic methods EY4178.and adjusted by the National Geodetic Survey in August 1990. EY4178 EY4178.The NAVD 88 height was computed by applying the VERTCON shift value to EY4178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4178 EY4178.The Laplace correction was computed from DEFLEC99 derived deflections. EY4178 EY4178.The geoid height was determined by GEOID03. EY4178 EY4178; North East Units Scale Factor Converg. EY4178;SPC NC - 164,371.666 749,253.429 MT 0.99987273 +0 53 07.8 EY4178;SPC NC - 539,276.04 2,458,175.62 sFT 0.99987273 +0 53 07.8 EY4178;UTM 18 - 3,900,452.311 275,578.387 MT 1.00022074 -1 25 21.8 EY4178 EY4178! - Elev Factor x Scale Factor = Combined Factor EY4178!SPC NC - 1.00000337 x 0.99987273 = 0.99987610 EY4178!UTM 18 - 1.00000337 x 1.00022074 = 1.00022411 EY4178 EY4178 SUPERSEDED SURVEY CONTROL EY4178 EY4178 NGVD 29 (08/13/90) 15.3 (m) 50. (f) VERT ANG EY4178 EY4178.Superseded values are not recommended for survey control. EY4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4178.See file dsdata.txt to determine how the superseded data were derived. EY4178 EY4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7557800452(NAD 83) EY4178_MARKER: DE = TRAVERSE STATION DISK EY4178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4178_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4178_STAMPING: KEYS 1979 EY4178_MARK LOGO: CGS EY4178_PROJECTION: FLUSH EY4178_MAGNETIC: N = NO MAGNETIC MATERIAL EY4178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4178+STABILITY: SURFACE MOTION EY4178 EY4178 HISTORY - Date Condition Report By EY4178 HISTORY - 1979 MONUMENTED NCGS EY4178 HISTORY - 19900321 GOOD NCGS EY4178 HISTORY - 19990328 MARK NOT FOUND USPSQD EY4178 EY4178 STATION DESCRIPTION EY4178 EY4178'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4178'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES WEST OF DOVER AND EY4178'7.2 MILES SOUTHEAST OF KINSTON. EY4178' EY4178'TO REACH STATION FROM INTERSECTVION OF US 70 BYPASS WITH SR 1005 (OLD EY4178'US 70) WEST OF DOVER, PROCEED WESTERLY ALONG US 70 FOR 0.7 MILES TO EY4178'STATION ON THE RIGHT AT THE SOUTHWEST CORNER OF THE YARD OF A SMALL EY4178'FRAMED HOUSE AND 0.25 MILE WEST OF THE SR 1313 CROSSOVEXR. EY4178' EY4178'STATION MARK IS A STANDARD DISK STAMPED---KEYS 1979---, SET IN TOP OF EY4178'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE EY4178'MARK IS 51.9 FEET NORTH-NORTHEAST OF CENTERLINE OF WEST BOUND LANES, EY4178'57.6 FEET WEST-NORTHWEST OF CENTERLINE OF DRIVEWAY, 70.3 FEET EY4178'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE AND 13.7 FEET WEST-NORTHWEST EY4178'OF 12 INCH PINE WITH REFERENCE TAG. EY4178 EY4178 STATION RECOVERY (1990) EY4178 EY4178'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4178'RECOVERED AS DESCRIBED. EY4178 EY4178 STATION RECOVERY (1999) EY4178 EY4178'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4178'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4179 *********************************************************************** EY4179 DESIGNATION - KINDOV EY4179 PID - EY4179 EY4179 STATE/COUNTY- NC/JONES EY4179 USGS QUAD - DOVER (1982) EY4179 EY4179 *CURRENT SURVEY CONTROL EY4179 ___________________________________________________________________ EY4179* NAD 83(1986)- 35 13 07.13260(N) 077 27 13.52170(W) ADJUSTED EY4179* NAVD 88 - 17.4 (meters) 57. (feet) VERTCON EY4179 ___________________________________________________________________ EY4179 LAPLACE CORR- -3.12 (seconds) DEFLEC99 EY4179 GEOID HEIGHT- -36.45 (meters) GEOID03 EY4179 EY4179 HORZ ORDER - SECOND EY4179 EY4179.The North Carolina HARNS have been completed but, EY4179.due to contractual restrictions, coordinates for these stations EY4179.will NOT be published in the near future. In the interim, the EY4179.published coordinates in North Carolina will not be EY4179.consistent with the Continuously Operating Reference Stations EY4179.(CORS). The HARN coordinates for these stations are available EY4179.upon request. Contact Gary Thompson(919-733-3836). EY4179. EY4179.In addition, the published North Carolina positions EY4179.(NAD 83 (1986)) are NOT consistent with those determined in EY4179.adjacent state readjustments. The discontinuity between stations EY4179.located in North Carolina and those in adjacent states EY4179.which have been adjusted to the HARN may be as much as 5 EY4179.decimeters. This will result in a significant loss of accuracy EY4179.over lines crossing such state borders. EY4179 EY4179 EY4179.The horizontal coordinates were established by classical geodetic methods EY4179.and adjusted by the National Geodetic Survey in August 1990. EY4179 EY4179.The NAVD 88 height was computed by applying the VERTCON shift value to EY4179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4179 EY4179.The Laplace correction was computed from DEFLEC99 derived deflections. EY4179 EY4179.The geoid height was determined by GEOID03. EY4179 EY4179; North East Units Scale Factor Converg. EY4179;SPC NC - 164,013.222 750,354.892 MT 0.99987276 +0 53 32.8 EY4179;SPC NC - 538,100.05 2,461,789.34 sFT 0.99987276 +0 53 32.8 EY4179;UTM 18 - 3,900,049.659 276,664.895 MT 1.00021474 -1 24 56.4 EY4179 EY4179! - Elev Factor x Scale Factor = Combined Factor EY4179!SPC NC - 1.00000298 x 0.99987276 = 0.99987574 EY4179!UTM 18 - 1.00000298 x 1.00021474 = 1.00021772 EY4179 EY4179: Primary Azimuth Mark Grid Az EY4179:SPC NC - WESTDOV 087 01 47.5 EY4179:UTM 18 - WESTDOV 089 20 16.7 EY4179 EY4179|---------------------------------------------------------------------| EY4179| PID Reference Object Distance Geod. Az | EY4179| dddmmss.s | EY4179| EY4201 WESTDOV APPROX. 0.5 KM 0875520.3 | EY4179| AH7365 BDRY MON 1 CRAVEN JONES CO 185.328 METERS 08757 | EY4179| EY4163 CANAL APPROX. 3.1 KM 1244323.6 | EY4179| EY4178 KEYS APPROX. 1.2 KM 2885507.1 | EY4179|---------------------------------------------------------------------| EY4179 EY4179 SUPERSEDED SURVEY CONTROL EY4179 EY4179 NGVD 29 (08/13/90) 17.8 (m) 58. (f) VERT ANG EY4179 EY4179.Superseded values are not recommended for survey control. EY4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4179.See file dsdata.txt to determine how the superseded data were derived. EY4179 EY4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7666500050(NAD 83) EY4179_MARKER: DE = TRAVERSE STATION DISK EY4179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4179_STAMPING: KINDOV 1978 EY4179_MARK LOGO: CGS EY4179_PROJECTION: FLUSH EY4179_MAGNETIC: N = NO MAGNETIC MATERIAL EY4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4179+STABILITY: SURFACE MOTION EY4179 EY4179 HISTORY - Date Condition Report By EY4179 HISTORY - 1978 MONUMENTED NCGS EY4179 HISTORY - 19870607 GOOD USPSQD EY4179 HISTORY - 19900321 GOOD NCGS EY4179 HISTORY - 19910604 GOOD USPSQD EY4179 HISTORY - 19990328 GOOD USPSQD EY4179 EY4179 STATION DESCRIPTION EY4179 EY4179'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4179'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES WEST OF DOVER AND 7.5 EY4179'MILES SOUTHEAST OF KINSTON, AT THE INTERSECTION OF SR 1005 (OLD US 70) EY4179'WITH US 70 BYPASS IN WESTERNMOST CONCRETE TRAFFIC ISLAND. EY4179' EY4179'STATION MARK IS A STANDARD DISK STAMPED---KINDOV 1978---, SET IN EY4179'DRILLED HOLE IN CONCRETE. THE MARK IS 27.5 FEET NORTHEAST OF EY4179'CENTERLINE OF WEST BOUND LANES OF US 70 BYPASS, 68.9 FEET NORTHWEST OF EY4179'SOUTH END OF ISLAND IN SR 1005 AND 11.2 FEET SOUTHEAST OF WEST END OF EY4179'WESTERNMOST TRAFFIC ISLAND. EY4179 EY4179 STATION RECOVERY (1987) EY4179 EY4179'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY4179'RECOVERED IN GOOD CONDITION. EY4179 EY4179 STATION RECOVERY (1990) EY4179 EY4179'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4179'RECOVERED AS DESCRIBED. EY4179 EY4179 STATION RECOVERY (1991) EY4179 EY4179'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4179'RECOVERED IN GOOD CONDITION. EY4179 EY4179 STATION RECOVERY (1999) EY4179 EY4179'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4179'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2146 *********************************************************************** EA2146 DESIGNATION - KUHNS SBT T MICRO TWR EA2146 PID - EA2146 EA2146 STATE/COUNTY- NC/JONES EA2146 USGS QUAD - HADNOT CREEK (1994) EA2146 EA2146 *CURRENT SURVEY CONTROL EA2146 ___________________________________________________________________ EA2146* NAD 83(1986)- 34 47 55.66509(N) 077 07 17.25124(W) ADJUSTED EA2146* NAVD 88 - EA2146 ___________________________________________________________________ EA2146 LAPLACE CORR- -1.31 (seconds) DEFLEC99 EA2146 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2146 EA2146 HORZ ORDER - THIRD EA2146 EA2146.The North Carolina HARNS have been completed but, EA2146.due to contractual restrictions, coordinates for these stations EA2146.will NOT be published in the near future. In the interim, the EA2146.published coordinates in North Carolina will not be EA2146.consistent with the Continuously Operating Reference Stations EA2146.(CORS). The HARN coordinates for these stations are available EA2146.upon request. Contact Gary Thompson(919-733-3836). EA2146. EA2146.In addition, the published North Carolina positions EA2146.(NAD 83 (1986)) are NOT consistent with those determined in EA2146.adjacent state readjustments. The discontinuity between stations EA2146.located in North Carolina and those in adjacent states EA2146.which have been adjusted to the HARN may be as much as 5 EA2146.decimeters. This will result in a significant loss of accuracy EA2146.over lines crossing such state borders. EA2146 EA2146 EA2146.The horizontal coordinates were established by classical geodetic methods EA2146.and adjusted by the National Geodetic Survey in July 1986. EA2146 EA2146 EA2146.The Laplace correction was computed from DEFLEC99 derived deflections. EA2146 EA2146.The geoid height was determined by GEOID03. EA2146 EA2146; North East Units Scale Factor Converg. EA2146;SPC NC - 117,970.058 781,481.710 MT 0.99990364 +1 05 03.3 EA2146;SPC NC - 387,040.10 2,563,911.24 sFT 0.99990364 +1 05 03.3 EA2146;UTM 18 - 3,852,781.699 305,925.127 MT 1.00006425 -1 12 39.9 EA2146 EA2146 SUPERSEDED SURVEY CONTROL EA2146 EA2146 NAD 27 - 34 47 55.08735(N) 077 07 18.43143(W) AD( ) 3 EA2146 EA2146.Superseded values are not recommended for survey control. EA2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2146.See file dsdata.txt to determine how the superseded data were derived. EA2146 EA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0592552782(NAD 83) EA2146_MARKER: 45 = MICROWAVE TOWER EA2146 EA2146 HISTORY - Date Condition Report By EA2146 HISTORY - 1975 FIRST OBSERVED NCGS EA2146 HISTORY - 19910824 GOOD USPSQD EA2146 EA2146 STATION DESCRIPTION EA2146 EA2146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2146'KUHNS SBT AND T MICROWAVE TOWER IS A N. C. GEODETIC SURVEY EA2146'INTERSECTION STATION JUST NORTHEAST OF THE SMALL COMMUNITY OF KUHNS EA2146'IN THE EXTREME WEST SECTION OF CARTERET COUNTY, NORTH CAROLINA. EA2146' EA2146'KUHNS SBT AND T MICROWAVE TOWER IS LOCATED 0.75 MILE NORTHEAST OF EA2146'KUHNS, 2.3 MILES NORTHEAST OF STELLA AND 9.6 MILES SOUTHEAST OF EA2146'MAYSVILLE. TO REACH STATION FROM INTERSECTION OF NC 58 WITH SR EA2146'1100 IN KUHNS COMMUNITY, PROCEED NORTHEAST ALONG SR 1100 FOR 0.7 EA2146'MILE TO INTERSECTION WITH SR 1101, THENCE EAST ALONG SR 1101 FOR EA2146'0.15 MILE TO INTERSECTION WITH SR 1163, CONTINUE EAST ALONG SR EA2146'1163 FOR 0.2 MILE TO STATION ON RIGHT, THE MOST WESTERLY OF TWO EA2146'MICROWAVE TOWERS. STRUCTURE IS STEEL, TRIANGULAR SHAPED, EA2146'PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY 450 FEET EA2146'TALL WITH TWO DISHES AT TOP. EA2146' EA2146'POINT INTERSECTED WAS THE BLINKING RED LIGHT AT TOP. EA2146 EA2146 STATION RECOVERY (1991) EA2146 EA2146'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2146'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1544 *********************************************************************** EY1544 DESIGNATION - L 214 EY1544 PID - EY1544 EY1544 STATE/COUNTY- NC/JONES EY1544 USGS QUAD - POLLOCKSVILLE (1994) EY1544 EY1544 *CURRENT SURVEY CONTROL EY1544 ___________________________________________________________________ EY1544* NAD 83(1986)- 35 01 15.39876(N) 077 12 55.97261(W) ADJUSTED EY1544* NAVD 88 - 9.605 (meters) 31.51 (feet) ADJUSTED EY1544 ___________________________________________________________________ EY1544 LAPLACE CORR- -2.64 (seconds) DEFLEC99 EY1544 GEOID HEIGHT- -37.16 (meters) GEOID03 EY1544 DYNAMIC HT - 9.596 (meters) 31.48 (feet) COMP EY1544 MODELED GRAV- 979,702.4 (mgal) NAVD 88 EY1544 EY1544 HORZ ORDER - THIRD EY1544 VERT ORDER - FIRST CLASS II EY1544 EY1544.The North Carolina HARNS have been completed but, EY1544.due to contractual restrictions, coordinates for these stations EY1544.will NOT be published in the near future. In the interim, the EY1544.published coordinates in North Carolina will not be EY1544.consistent with the Continuously Operating Reference Stations EY1544.(CORS). The HARN coordinates for these stations are available EY1544.upon request. Contact Gary Thompson(919-733-3836). EY1544. EY1544.In addition, the published North Carolina positions EY1544.(NAD 83 (1986)) are NOT consistent with those determined in EY1544.adjacent state readjustments. The discontinuity between stations EY1544.located in North Carolina and those in adjacent states EY1544.which have been adjusted to the HARN may be as much as 5 EY1544.decimeters. This will result in a significant loss of accuracy EY1544.over lines crossing such state borders. EY1544 EY1544 EY1544.The horizontal coordinates were established by classical geodetic methods EY1544.and adjusted by the National Geodetic Survey in October 1998. EY1544 EY1544.The orthometric height was determined by differential leveling EY1544.and adjusted by the National Geodetic Survey in June 1991. EY1544 EY1544.The Laplace correction was computed from DEFLEC99 derived deflections. EY1544 EY1544.The geoid height was determined by GEOID03. EY1544 EY1544.The dynamic height is computed by dividing the NAVD 88 EY1544.geopotential number by the normal gravity value computed on the EY1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1544.degrees latitude (g = 980.6199 gals.). EY1544 EY1544.The modeled gravity was interpolated from observed gravity values. EY1544 EY1544; North East Units Scale Factor Converg. EY1544;SPC NC - 142,449.445 772,430.859 MT 0.99988066 +1 01 47.8 EY1544;SPC NC - 467,352.89 2,534,216.91 sFT 0.99988066 +1 01 47.8 EY1544;UTM 18 - 3,877,609.173 297,861.773 MT 1.00010360 -1 16 18.8 EY1544 EY1544! - Elev Factor x Scale Factor = Combined Factor EY1544!SPC NC - 1.00000432 x 0.99988066 = 0.99988498 EY1544!UTM 18 - 1.00000432 x 1.00010360 = 1.00010793 EY1544 EY1544 SUPERSEDED SURVEY CONTROL EY1544 EY1544 NGVD 29 (10/29/98) 9.93 (m) 32.6 (f) LEVELING 3 EY1544 EY1544.Superseded values are not recommended for survey control. EY1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1544.See file dsdata.txt to determine how the superseded data were derived. EY1544 EY1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9786277609(NAD 83) EY1544_MARKER: I = METAL ROD EY1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1544_SP_SET: STAINLESS STEEL ROD EY1544_STAMPING: L 214 1979 EY1544_MARK LOGO: NGS EY1544_PROJECTION: FLUSH EY1544_MAGNETIC: I = MARKER IS A STEEL ROD EY1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1544_ROD/PIPE-DEPTH: 7.62 meters EY1544 EY1544 HISTORY - Date Condition Report By EY1544 HISTORY - 1979 MONUMENTED NGS EY1544 HISTORY - 19830101 GOOD NCGS EY1544 EY1544 STATION DESCRIPTION EY1544 EY1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1544'1.3 MI NORTH FROM POLLOCKSVILLE. EY1544'1.65 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 SOUTH EY1544'OF POLLOCKSVILLE, IN A GRASS TRIANGLE SHAPE AREA BESIDE POWER POLE EY1544'463 AND APPROXIMATELY 0.1 MILE NORTH OF THE INTERSECTION, 64.5 EY1544'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 34.0 FEET EAST OF EY1544'CENTERLINE OF ROAD AND 1.0 FEET EAST OF POWER POLE. THE DATUM EY1544'POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD EY1544'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER. EY1544'THE MARK IS 1.5 FT E FROM A WITNESS POST. EY1544'THE MARK IS 1 FT ABOVE ROAD. EY1544 EY1544 STATION RECOVERY (1983) EY1544 EY1544'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EY1544'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2152 *********************************************************************** EA2152 DESIGNATION - LANDING EA2152 PID - EA2152 EA2152 STATE/COUNTY- NC/JONES EA2152 USGS QUAD - STELLA (1994) EA2152 EA2152 *CURRENT SURVEY CONTROL EA2152 ___________________________________________________________________ EA2152* NAD 83(1986)- 34 49 02.55217(N) 077 08 44.35384(W) ADJUSTED EA2152* NAVD 88 - 9.5 (meters) 31. (feet) VERTCON EA2152 ___________________________________________________________________ EA2152 LAPLACE CORR- -1.40 (seconds) DEFLEC99 EA2152 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2152 EA2152 HORZ ORDER - SECOND EA2152 EA2152.The North Carolina HARNS have been completed but, EA2152.due to contractual restrictions, coordinates for these stations EA2152.will NOT be published in the near future. In the interim, the EA2152.published coordinates in North Carolina will not be EA2152.consistent with the Continuously Operating Reference Stations EA2152.(CORS). The HARN coordinates for these stations are available EA2152.upon request. Contact Gary Thompson(919-733-3836). EA2152. EA2152.In addition, the published North Carolina positions EA2152.(NAD 83 (1986)) are NOT consistent with those determined in EA2152.adjacent state readjustments. The discontinuity between stations EA2152.located in North Carolina and those in adjacent states EA2152.which have been adjusted to the HARN may be as much as 5 EA2152.decimeters. This will result in a significant loss of accuracy EA2152.over lines crossing such state borders. EA2152 EA2152 EA2152.The horizontal coordinates were established by classical geodetic methods EA2152.and adjusted by the National Geodetic Survey in July 1986. EA2152 EA2152.The NAVD 88 height was computed by applying the VERTCON shift value to EA2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2152 EA2152.The Laplace correction was computed from DEFLEC99 derived deflections. EA2152 EA2152.The geoid height was determined by GEOID03. EA2152 EA2152; North East Units Scale Factor Converg. EA2152;SPC NC - 119,989.057 779,229.693 MT 0.99990115 +1 04 13.0 EA2152;SPC NC - 393,664.10 2,556,522.75 sFT 0.99990115 +1 04 13.0 EA2152;UTM 18 - 3,854,889.632 303,755.423 MT 1.00007468 -1 13 31.7 EA2152 EA2152! - Elev Factor x Scale Factor = Combined Factor EA2152!SPC NC - 1.00000436 x 0.99990115 = 0.99990551 EA2152!UTM 18 - 1.00000436 x 1.00007468 = 1.00007904 EA2152 EA2152: Primary Azimuth Mark Grid Az EA2152:SPC NC - HAYWOOD 326 00 50.8 EA2152:UTM 18 - HAYWOOD 328 18 35.5 EA2152 EA2152|---------------------------------------------------------------------| EA2152| PID Reference Object Distance Geod. Az | EA2152| dddmmss.s | EA2152| EA2153 HAYWOOD APPROX. 0.6 KM 3270503.8 | EA2152|---------------------------------------------------------------------| EA2152 EA2152 SUPERSEDED SURVEY CONTROL EA2152 EA2152 NAD 27 - 34 49 01.97518(N) 077 08 45.53138(W) AD( ) 2 EA2152 NGVD 29 (07/19/86) 9.8 (m) 32. (f) VERT ANG EA2152 EA2152.Superseded values are not recommended for survey control. EA2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2152.See file dsdata.txt to determine how the superseded data were derived. EA2152 EA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0375554890(NAD 83) EA2152_MARKER: DE = TRAVERSE STATION DISK EA2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2152_STAMPING: LANDING 1975 EA2152_MARK LOGO: NCGS EA2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2152+STABILITY: SURFACE MOTION EA2152 EA2152 HISTORY - Date Condition Report By EA2152 HISTORY - 1975 MONUMENTED NCGS EA2152 HISTORY - 19910824 GOOD USPSQD EA2152 EA2152 STATION DESCRIPTION EA2152 EA2152'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2152'LANDING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2152'THE VICINITY OF STELLA, NORTH CAROLINA. EA2152' EA2152'LANDING IS LOCATED APPROXIMATELY 2.9 MILES NORTH OF STELLA EA2152'(CARTERET COUNTY), 7.8 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY), EA2152'AND 8.9 MILES NORTH OF SWANSBORO (ONSLOW COUNTY). TO REACH STATION EA2152'FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT MAYSVILLE, PROCEED EA2152'SOUTHEASTERLY ALONG NC 58 FOR 7.8 MILES TO STATION ON RIGHT IN EA2152'SOUTHWEST SHOULDER OPPOSITE A POWER POLE WHERE THE POWER LINE EA2152'CROSSES OVER THE HIGHWAY, 0.4 MILE SOUTHEAST OF HAYWOOD LANDING EA2152'BOAT RAMP ROAD, AND 0.2 MILE NORTHWEST OF ST. JAMES AME ZION EA2152'CHURCH. EA2152' EA2152'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2152'LANDING 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2152'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2152' EA2152'MARK IS 21.3 FT SW OF C/L OF CN 58. EA2152' EA2152'46.0 FT NE OF PP WITH ALUMINUM REF. TAG. EA2152' EA2152'75.0 FT N OF 20 INCH PINE WITH ALUMINUM REF. TAG. EA2152' EA2152'89.2 FT SE OF 10 INCH PINE WITH ALUMINUM REF. TAG, AND WITH EA2152'WILDLIFE SIGN. EA2152 EA2152 STATION RECOVERY (1991) EA2152 EA2152'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2152'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4651 *********************************************************************** AH4651 DESIGNATION - LANIES AH4651 PID - AH4651 AH4651 STATE/COUNTY- NC/JONES AH4651 USGS QUAD - COMFORT (1980) AH4651 AH4651 *CURRENT SURVEY CONTROL AH4651 ___________________________________________________________________ AH4651* NAD 83(1986)- 35 07 14.42385(N) 077 31 00.93571(W) ADJUSTED AH4651* NAVD 88 - 20.2 (meters) 66. (feet) VERTCON AH4651 ___________________________________________________________________ AH4651 LAPLACE CORR- -3.40 (seconds) DEFLEC99 AH4651 GEOID HEIGHT- -36.49 (meters) GEOID03 AH4651 AH4651 HORZ ORDER - SECOND AH4651 AH4651.The North Carolina HARNS have been completed but, AH4651.due to contractual restrictions, coordinates for these stations AH4651.will NOT be published in the near future. In the interim, the AH4651.published coordinates in North Carolina will not be AH4651.consistent with the Continuously Operating Reference Stations AH4651.(CORS). The HARN coordinates for these stations are available AH4651.upon request. Contact Gary Thompson(919-733-3836). AH4651. AH4651.In addition, the published North Carolina positions AH4651.(NAD 83 (1986)) are NOT consistent with those determined in AH4651.adjacent state readjustments. The discontinuity between stations AH4651.located in North Carolina and those in adjacent states AH4651.which have been adjusted to the HARN may be as much as 5 AH4651.decimeters. This will result in a significant loss of accuracy AH4651.over lines crossing such state borders. AH4651 AH4651 AH4651.The horizontal coordinates were established by classical geodetic methods AH4651.and adjusted by the National Geodetic Survey in October 1998. AH4651 AH4651.The NAVD 88 height was computed by applying the VERTCON shift value to AH4651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4651 AH4651.The Laplace correction was computed from DEFLEC99 derived deflections. AH4651 AH4651.The geoid height was determined by GEOID03. AH4651 AH4651; North East Units Scale Factor Converg. AH4651;SPC NC - 153,058.400 744,767.315 MT 0.99987520 +0 51 21.5 AH4651;SPC NC - 502,159.10 2,443,457.43 sFT 0.99987520 +0 51 21.5 AH4651;UTM 18 - 3,889,324.735 270,638.834 MT 1.00024838 -1 26 55.0 AH4651 AH4651! - Elev Factor x Scale Factor = Combined Factor AH4651!SPC NC - 1.00000256 x 0.99987520 = 0.99987776 AH4651!UTM 18 - 1.00000256 x 1.00024838 = 1.00025094 AH4651 AH4651 SUPERSEDED SURVEY CONTROL AH4651 AH4651 NGVD 29 (10/29/98) 20.5 (m) 67. (f) VERT ANG AH4651 AH4651.Superseded values are not recommended for survey control. AH4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4651.See file dsdata.txt to determine how the superseded data were derived. AH4651 AH4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7063989325(NAD 83) AH4651_MARKER: DE = TRAVERSE STATION DISK AH4651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4651_STAMPING: LANIES 1981 AH4651_MARK LOGO: NCGS AH4651_PROJECTION: FLUSH AH4651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4651+STABILITY: SURFACE MOTION AH4651 AH4651 HISTORY - Date Condition Report By AH4651 HISTORY - 1981 MONUMENTED NCGS AH4651 AH4651 STATION DESCRIPTION AH4651 AH4651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4651'STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF DOVER 16.4 KM AH4651'(10.2 MI) NORTHWEST OF TRENTON. ALONG NC 58 FOR 3.06 KM (1.90 MI) AH4651'SOUTHEAST OF THE JONES-LENOIR COUNTY LINE, AT THE JUNCTION WITH SR AH4651'1157 AND SR 1301, IN THE APPROXIMATE CENTER OF A SMALL CURBED GRASS AH4651'ISLAND, ABOUT 91.44 M (300.00 FT) SOUTHEAST OF LAINES CHAPEL CHURCH. AH4651'MARK IS FLUSH WITH GROUND. LOCATED 7.9 M (25.9 FT) SOUTHWEST OF THE AH4651'CENTERLINE OF THE HIGHWAY, 43.0 M (141.1 FT) NORTHWEST OF THE AH4651'CENTERLINE OF SR 1157, 23.9 M (78.4 FT) NORTH OF THE NORTH CORNER OF A AH4651'BLOCK STORE BUILDING, 3.4 M (11.2 FT) SOUTHEAST OF THE NORTHWEST END AH4651'OF AN ISLAND, AND 18.1 M (59.4 FT) EAST OF A 30-INCH OAK WITH A AH4651'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2151 *********************************************************************** EA2151 DESIGNATION - LIFE EA2151 PID - EA2151 EA2151 STATE/COUNTY- NC/JONES EA2151 USGS QUAD - STELLA (1994) EA2151 EA2151 *CURRENT SURVEY CONTROL EA2151 ___________________________________________________________________ EA2151* NAD 83(1986)- 34 48 32.51626(N) 077 08 06.47396(W) ADJUSTED EA2151* NAVD 88 - 10.6 (meters) 35. (feet) VERTCON EA2151 ___________________________________________________________________ EA2151 LAPLACE CORR- -1.38 (seconds) DEFLEC99 EA2151 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2151 EA2151 HORZ ORDER - SECOND EA2151 EA2151.The North Carolina HARNS have been completed but, EA2151.due to contractual restrictions, coordinates for these stations EA2151.will NOT be published in the near future. In the interim, the EA2151.published coordinates in North Carolina will not be EA2151.consistent with the Continuously Operating Reference Stations EA2151.(CORS). The HARN coordinates for these stations are available EA2151.upon request. Contact Gary Thompson(919-733-3836). EA2151. EA2151.In addition, the published North Carolina positions EA2151.(NAD 83 (1986)) are NOT consistent with those determined in EA2151.adjacent state readjustments. The discontinuity between stations EA2151.located in North Carolina and those in adjacent states EA2151.which have been adjusted to the HARN may be as much as 5 EA2151.decimeters. This will result in a significant loss of accuracy EA2151.over lines crossing such state borders. EA2151 EA2151 EA2151.The horizontal coordinates were established by classical geodetic methods EA2151.and adjusted by the National Geodetic Survey in July 1986. EA2151 EA2151.The NAVD 88 height was computed by applying the VERTCON shift value to EA2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2151 EA2151.The Laplace correction was computed from DEFLEC99 derived deflections. EA2151 EA2151.The geoid height was determined by GEOID03. EA2151 EA2151; North East Units Scale Factor Converg. EA2151;SPC NC - 119,081.759 780,209.494 MT 0.99990225 +1 04 34.8 EA2151;SPC NC - 390,687.40 2,559,737.31 sFT 0.99990225 +1 04 34.8 EA2151;UTM 18 - 3,853,943.654 304,698.257 MT 1.00007013 -1 13 09.2 EA2151 EA2151! - Elev Factor x Scale Factor = Combined Factor EA2151!SPC NC - 1.00000419 x 0.99990225 = 0.99990644 EA2151!UTM 18 - 1.00000419 x 1.00007013 = 1.00007432 EA2151 EA2151: Primary Azimuth Mark Grid Az EA2151:SPC NC - LANDING 312 47 59.0 EA2151:UTM 18 - LANDING 315 05 43.0 EA2151 EA2151|---------------------------------------------------------------------| EA2151| PID Reference Object Distance Geod. Az | EA2151| dddmmss.s | EA2151| EA2152 LANDING APPROX. 1.3 KM 3135233.8 | EA2151|---------------------------------------------------------------------| EA2151 EA2151 SUPERSEDED SURVEY CONTROL EA2151 EA2151 NAD 27 - 34 48 31.93883(N) 077 08 07.65269(W) AD( ) 2 EA2151 NGVD 29 (07/19/86) 10.9 (m) 36. (f) VERT ANG EA2151 EA2151.Superseded values are not recommended for survey control. EA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2151.See file dsdata.txt to determine how the superseded data were derived. EA2151 EA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0469853944(NAD 83) EA2151_MARKER: DE = TRAVERSE STATION DISK EA2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2151_STAMPING: LIFE 1975 EA2151_MARK LOGO: NCGS EA2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2151+STABILITY: SURFACE MOTION EA2151 EA2151 HISTORY - Date Condition Report By EA2151 HISTORY - 1975 MONUMENTED NCGS EA2151 HISTORY - 19870401 GOOD USPSQD EA2151 HISTORY - 19910824 GOOD USPSQD EA2151 EA2151 STATION DESCRIPTION EA2151 EA2151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2151'LIFE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2151'THE VICINITY OF STELLA, NORTH CAROLINA. EA2151' EA2151'LIFE IS LOCATED APPROXIMATELY 2.4 MILES NNE OF STELLA (CARTERET EA2151'COUNTY), 8.6 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY) AND 8.2 EA2151'MILES NORTH OF SWANSBORO (ONSLOW COUNTY). TO REACH STATION FROM EA2151'THE INTERSECTION OF U.S. 17 WITH NC 58 AT MAYSVILLE, PROCEED EA2151'SOUTHEASTERLY ALONG NC 58 FOR 8.6 MILES TO STATION ON LEFT IN EA2151'NORTHEAST SHOULDER OPPOSITE A PINE TREE WITH A DOUBLE WILDLIFE EA2151'SIGN, 0.1 MILE NORTHWEST OF NORTHERNMOST INTERSECTION WITH SR EA2151'1100, AND 0.8 MILE NORTH OF BRIDGE OVER HUNTERS CREEK AT JONES EA2151'- CARTERET COUNTY LINE. EA2151' EA2151'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2151'LIFE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2151'IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2151' EA2151'MARK IS 20.9 FT NE OF C/L OF CN 58. EA2151' EA2151'36.5 FT SW OF 8 INCH PINE WITH ALUMINUM REF. TAG AND A DOUBLE EA2151'WILDLIFE SIGN. EA2151' EA2151'49.7 FT S OF 6 INCH PINE WITH ALUMINUM REF. TAG. EA2151' EA2151'71.2 FT NW OF 10 INCH PINE WITH ALUMINUM REF. TAG. EA2151 EA2151 STATION RECOVERY (1987) EA2151 EA2151'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2151'RECOVERED IN GOOD CONDITION. EA2151 EA2151 STATION RECOVERY (1991) EA2151 EA2151'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2151'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2592 *********************************************************************** EY2592 DESIGNATION - LIME EY2592 PID - EY2592 EY2592 STATE/COUNTY- NC/JONES EY2592 USGS QUAD - COMFORT (1980) EY2592 EY2592 *CURRENT SURVEY CONTROL EY2592 ___________________________________________________________________ EY2592* NAD 83(1986)- 35 00 40.71659(N) 077 34 44.87728(W) ADJUSTED EY2592* NAVD 88 - 20.577 (meters) 67.51 (feet) ADJUSTED EY2592 ___________________________________________________________________ EY2592 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EY2592 GEOID HEIGHT- -36.56 (meters) GEOID03 EY2592 DYNAMIC HT - 20.558 (meters) 67.45 (feet) COMP EY2592 MODELED GRAV- 979,707.2 (mgal) NAVD 88 EY2592 EY2592 HORZ ORDER - SECOND EY2592 VERT ORDER - SECOND CLASS I EY2592 EY2592.The North Carolina HARNS have been completed but, EY2592.due to contractual restrictions, coordinates for these stations EY2592.will NOT be published in the near future. In the interim, the EY2592.published coordinates in North Carolina will not be EY2592.consistent with the Continuously Operating Reference Stations EY2592.(CORS). The HARN coordinates for these stations are available EY2592.upon request. Contact Gary Thompson(919-733-3836). EY2592. EY2592.In addition, the published North Carolina positions EY2592.(NAD 83 (1986)) are NOT consistent with those determined in EY2592.adjacent state readjustments. The discontinuity between stations EY2592.located in North Carolina and those in adjacent states EY2592.which have been adjusted to the HARN may be as much as 5 EY2592.decimeters. This will result in a significant loss of accuracy EY2592.over lines crossing such state borders. EY2592 EY2592 EY2592.The horizontal coordinates were established by classical geodetic methods EY2592.and adjusted by the National Geodetic Survey in July 1986. EY2592 EY2592.The orthometric height was determined by differential leveling EY2592.and adjusted by the National Geodetic Survey in September 2005. EY2592 EY2592.The Laplace correction was computed from DEFLEC99 derived deflections. EY2592 EY2592.The geoid height was determined by GEOID03. EY2592 EY2592.The dynamic height is computed by dividing the NAVD 88 EY2592.geopotential number by the normal gravity value computed on the EY2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2592.degrees latitude (g = 980.6199 gals.). EY2592 EY2592.The modeled gravity was interpolated from observed gravity values. EY2592 EY2592; North East Units Scale Factor Converg. EY2592;SPC NC - 140,845.259 739,271.940 MT 0.99988135 +0 49 12.3 EY2592;SPC NC - 462,089.82 2,425,428.02 sFT 0.99988135 +0 49 12.3 EY2592;UTM 18 - 3,877,337.597 264,654.895 MT 1.00028268 -1 28 49.5 EY2592 EY2592! - Elev Factor x Scale Factor = Combined Factor EY2592!SPC NC - 1.00000251 x 0.99988135 = 0.99988386 EY2592!UTM 18 - 1.00000251 x 1.00028268 = 1.00028519 EY2592 EY2592: Primary Azimuth Mark Grid Az EY2592:SPC NC - EAGLE 090 45 18.9 EY2592:UTM 18 - EAGLE 093 03 20.7 EY2592 EY2592|---------------------------------------------------------------------| EY2592| PID Reference Object Distance Geod. Az | EY2592| dddmmss.s | EY2592| EY2591 EAGLE APPROX. 1.1 KM 0913431.2 | EY2592|---------------------------------------------------------------------| EY2592 EY2592 SUPERSEDED SURVEY CONTROL EY2592 EY2592 NAD 27 - 35 00 40.13165(N) 077 34 45.99220(W) AD( ) 2 EY2592 NGVD 29 (07/19/86) 21.0 (m) 69. (f) VERT ANG EY2592 EY2592.Superseded values are not recommended for survey control. EY2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2592.See file dsdata.txt to determine how the superseded data were derived. EY2592 EY2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6465577338(NAD 83) EY2592_MARKER: DE = TRAVERSE STATION DISK EY2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2592_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2592_STAMPING: LIME 1975 EY2592_MARK LOGO: NCGS EY2592_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2592+STABILITY: SURFACE MOTION EY2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2592+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004 EY2592 EY2592 HISTORY - Date Condition Report By EY2592 HISTORY - 1975 MONUMENTED NCGS EY2592 HISTORY - 20040911 GOOD GEOCAC EY2592 HISTORY - 20040911 GOOD NCGS EY2592 EY2592 STATION DESCRIPTION EY2592 EY2592'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2592'LIME IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2592'VICINITY OF RICHLANDS, NORTH CAROLINA. EY2592' EY2592'LIME IS LOCATED APPROXIMATELY 7.9 MILES NORTH OF RICHLANDS, AND EY2592'13.3 MILES WEST OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2592'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2592'ALONG NC 41 FOR 3.35 MILES TO STATION ON LEFT, AT WOODS EDGE, AND EY2592'0.15 MILE WEST OF ENTRANCE TO A N. C. LIME MINE SITE. EY2592' EY2592'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2592'LIME 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2592'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2592' EY2592'MARK IS 39.5 FT N OF C/L OF NC 41 EY2592' EY2592'91.0 FT N OF PP (F 12) WITH ALUMINUM REF. TAG EY2592' EY2592'19.4 FT SW OF 6 INCH OAK WITH ALUMINUM REF. TAG EY2592' EY2592'9.7 FT S OF 4 INCH GUM WITH ALUMINUM REF. TAG EY2592' EY2592'37.4 FT SE OF 4 INCH OAK WITH ALUMINUM REF. TAG EY2592 EY2592 STATION RECOVERY (2004) EY2592 EY2592'RECOVERY NOTE BY GEOCACHING 2004 (JBW) EY2592'RECOVERED IN GOOD CONDITION. EY2592 EY2592 STATION RECOVERY (2004) EY2592 EY2592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EY2592'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EY2592'CORRECTIONS. STATION IS LOCATED IN WOODED LOT BETWEEN TWO HOUSES. EY2592'MARK IS ABOUT 1-FOOT HIGHER THAN NC 41. LOCATED 4.2 FT (1.3 M) EY2592'SOUTH-SOUTHEAST OF A 6 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1179 *********************************************************************** EA1179 DESIGNATION - LINE EA1179 PID - EA1179 EA1179 STATE/COUNTY- NC/JONES EA1179 USGS QUAD - MAYSVILLE (1994) EA1179 EA1179 *CURRENT SURVEY CONTROL EA1179 ___________________________________________________________________ EA1179* NAD 83(1986)- 34 53 39.04676(N) 077 13 56.31387(W) ADJUSTED EA1179* NAVD 88 - 7.589 (meters) 24.90 (feet) ADJUSTED EA1179 ___________________________________________________________________ EA1179 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EA1179 GEOID HEIGHT- -37.21 (meters) GEOID03 EA1179 DYNAMIC HT - 7.582 (meters) 24.88 (feet) COMP EA1179 MODELED GRAV- 979,697.7 (mgal) NAVD 88 EA1179 EA1179 HORZ ORDER - SECOND EA1179 VERT ORDER - FIRST CLASS II EA1179 EA1179.The North Carolina HARNS have been completed but, EA1179.due to contractual restrictions, coordinates for these stations EA1179.will NOT be published in the near future. In the interim, the EA1179.published coordinates in North Carolina will not be EA1179.consistent with the Continuously Operating Reference Stations EA1179.(CORS). The HARN coordinates for these stations are available EA1179.upon request. Contact Gary Thompson(919-733-3836). EA1179. EA1179.In addition, the published North Carolina positions EA1179.(NAD 83 (1986)) are NOT consistent with those determined in EA1179.adjacent state readjustments. The discontinuity between stations EA1179.located in North Carolina and those in adjacent states EA1179.which have been adjusted to the HARN may be as much as 5 EA1179.decimeters. This will result in a significant loss of accuracy EA1179.over lines crossing such state borders. EA1179 EA1179 EA1179.The horizontal coordinates were established by classical geodetic methods EA1179.and adjusted by the National Geodetic Survey in July 1986. EA1179 EA1179.The orthometric height was determined by differential leveling EA1179.and adjusted by the National Geodetic Survey in June 1991. EA1179 EA1179.The Laplace correction was computed from DEFLEC99 derived deflections. EA1179 EA1179.The geoid height was determined by GEOID03. EA1179 EA1179.The dynamic height is computed by dividing the NAVD 88 EA1179.geopotential number by the normal gravity value computed on the EA1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1179.degrees latitude (g = 980.6199 gals.). EA1179 EA1179.The modeled gravity was interpolated from observed gravity values. EA1179 EA1179; North East Units Scale Factor Converg. EA1179;SPC NC - 128,362.693 771,151.933 MT 0.99989195 +1 01 12.9 EA1179;SPC NC - 421,136.60 2,530,020.97 sFT 0.99989195 +1 01 12.9 EA1179;UTM 18 - 3,863,581.969 296,018.197 MT 1.00011285 -1 16 38.9 EA1179 EA1179! - Elev Factor x Scale Factor = Combined Factor EA1179!SPC NC - 1.00000465 x 0.99989195 = 0.99989660 EA1179!UTM 18 - 1.00000465 x 1.00011285 = 1.00011750 EA1179 EA1179: Primary Azimuth Mark Grid Az EA1179:SPC NC - CAMP 201 47 20.2 EA1179:UTM 18 - CAMP 204 05 12.0 EA1179 EA1179|---------------------------------------------------------------------| EA1179| PID Reference Object Distance Geod. Az | EA1179| dddmmss.s | EA1179| EA1178 CHEVY 398.026 METERS 00852 | EA1179| EA1180 CAMP APPROX. 0.5 KM 2024833.1 | EA1179|---------------------------------------------------------------------| EA1179 EA1179 SUPERSEDED SURVEY CONTROL EA1179 EA1179 NAD 27 - 34 53 38.47575(N) 077 13 57.47776(W) AD( ) 2 EA1179 NGVD 29 (07/19/86) 7.9 (m) 26. (f) VERT ANG EA1179 EA1179.Superseded values are not recommended for survey control. EA1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1179.See file dsdata.txt to determine how the superseded data were derived. EA1179 EA1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9601863582(NAD 83) EA1179_MARKER: DE = TRAVERSE STATION DISK EA1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1179_SP_SET: CONCRETE POST EA1179_STAMPING: LINE 1975 EA1179_MARK LOGO: NCGS EA1179_PROJECTION: RECESSED 8 CENTIMETERS EA1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1179+STABILITY: SURFACE MOTION EA1179 EA1179 HISTORY - Date Condition Report By EA1179 HISTORY - 1975 MONUMENTED NCGS EA1179 HISTORY - 1979 GOOD NCGS EA1179 HISTORY - 19910824 GOOD USPSQD EA1179 EA1179 STATION DESCRIPTION EA1179 EA1179'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1179'LINE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1179'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1179' EA1179'LINE IS LOCATED APPROXIMATELY AT THE SOUTH EDGE OF MAYSVILLE AND EA1179'13.6 MILES SSE OF TRENTON. TO REACH STATION FROM INTERSECTION OF EA1179'U.S. 17 WITH NC 58 (MAIN AND EIGHTH STREETS) IN MAYSVILLE, PROCEED EA1179'SOUTHERLY ALONG U.S. 17 FOR 0.5 MILES TO STATION ON LEFT AT EA1179'ENTRANCE TO SEWERAGE TREATMENT PLANT AND ACROSS HIGHWAY FROM A EA1179'RAILWAY EXPRESS AGENCY BUILDING AND A WAYNE FEED MILLS FACILITY, EA1179'AND APPROXIMATELY 950 FEET NORTH OF THE BRIDGE OVER WHITE OAK EA1179'RIVER AT COUNTY LINE. EA1179' EA1179'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1179'LINE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1179'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA1179' EA1179'MARK IS 20.5 FT E OF C/L OF U.S. 17. EA1179' EA1179'15.3 FT S OF C/L OF DRIVEWAY. EA1179' EA1179'18.7 FT NW OF PP WITH ALUMINUM REF. TAG. EA1179' EA1179'21.8 FT NE OF HIGHWAY WARNING SIGN POST WITH ALUMINUM REF. TAG. EA1179' EA1179'197.6 FT N OF A COUNTY SIGN POST WITH ALUMINUM REF. TAG. EA1179 EA1179 STATION RECOVERY (1979) EA1179 EA1179'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1179'IN MAYSVILLE. EA1179'0.5 MILE SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN EA1179'MAYSVILLE, AT ENTRANCE TO SEWERAGE TREATMENT PLANT AND ACROSS EA1179'HIGHWAY FROM MAYSVILLE MILLING COMPANY, 20.5 FEET EAST OF EA1179'CENTERLINE OF HIGHWAY, 15.3 FEET SOUTH OF CENTERLINE OF DRIVE, EA1179'18.7 FEET NORTHWEST OF A POWER POLE WITH REFERENCE TAG, 21.8 EA1179'FEET NORTHEAST OF A HIGHWAY SIGN AND 197.6 FEET NORTH OF A COUNTY EA1179'LINE SIGN. EA1179'THE MARK IS 1 FT BELOW HIGHWAY. EA1179 EA1179 STATION RECOVERY (1991) EA1179 EA1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA1179'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2397 *********************************************************************** EY2397 DESIGNATION - LOFTON EY2397 PID - EY2397 EY2397 STATE/COUNTY- NC/JONES EY2397 USGS QUAD - TRENTON (1982) EY2397 EY2397 *CURRENT SURVEY CONTROL EY2397 ___________________________________________________________________ EY2397* NAD 83(1986)- 35 02 07.95548(N) 077 20 19.08811(W) ADJUSTED EY2397* NAVD 88 - 14.2 (meters) 47. (feet) VERTCON EY2397 ___________________________________________________________________ EY2397 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EY2397 GEOID HEIGHT- -36.94 (meters) GEOID03 EY2397 EY2397 HORZ ORDER - SECOND EY2397 EY2397.The North Carolina HARNS have been completed but, EY2397.due to contractual restrictions, coordinates for these stations EY2397.will NOT be published in the near future. In the interim, the EY2397.published coordinates in North Carolina will not be EY2397.consistent with the Continuously Operating Reference Stations EY2397.(CORS). The HARN coordinates for these stations are available EY2397.upon request. Contact Gary Thompson(919-733-3836). EY2397. EY2397.In addition, the published North Carolina positions EY2397.(NAD 83 (1986)) are NOT consistent with those determined in EY2397.adjacent state readjustments. The discontinuity between stations EY2397.located in North Carolina and those in adjacent states EY2397.which have been adjusted to the HARN may be as much as 5 EY2397.decimeters. This will result in a significant loss of accuracy EY2397.over lines crossing such state borders. EY2397 EY2397 EY2397.The horizontal coordinates were established by classical geodetic methods EY2397.and adjusted by the National Geodetic Survey in July 1986. EY2397 EY2397.The NAVD 88 height was computed by applying the VERTCON shift value to EY2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2397 EY2397.The Laplace correction was computed from DEFLEC99 derived deflections. EY2397 EY2397.The geoid height was determined by GEOID03. EY2397 EY2397; North East Units Scale Factor Converg. EY2397;SPC NC - 143,873.729 761,173.209 MT 0.99987967 +0 57 32.0 EY2397;SPC NC - 472,025.73 2,497,282.44 sFT 0.99987967 +0 57 32.0 EY2397;UTM 18 - 3,879,484.940 286,667.594 MT 1.00016093 -1 20 35.1 EY2397 EY2397! - Elev Factor x Scale Factor = Combined Factor EY2397!SPC NC - 1.00000358 x 0.99987967 = 0.99988324 EY2397!UTM 18 - 1.00000358 x 1.00016093 = 1.00016451 EY2397 EY2397: Primary Azimuth Mark Grid Az EY2397:SPC NC - TRENTON WCTI NB TV TWR 294 21 38.3 EY2397:UTM 18 - TRENTON WCTI NB TV TWR 296 39 45.4 EY2397 EY2397|---------------------------------------------------------------------| EY2397| PID Reference Object Distance Geod. Az | EY2397| dddmmss.s | EY2397| EY2398 NEWS 456.651 METERS 2854026.3 | EY2397| EY2401 TRENTON WCTI NB TV TWR APPROX. 1.4 KM 2951910.3 | EY2397|---------------------------------------------------------------------| EY2397 EY2397 SUPERSEDED SURVEY CONTROL EY2397 EY2397 NAD 27 - 35 02 07.38560(N) 077 20 20.23853(W) AD( ) 2 EY2397 NGVD 29 (07/19/86) 14.5 (m) 48. (f) VERT ANG EY2397 EY2397.Superseded values are not recommended for survey control. EY2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2397.See file dsdata.txt to determine how the superseded data were derived. EY2397 EY2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8666879485(NAD 83) EY2397_MARKER: DE = TRAVERSE STATION DISK EY2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2397_STAMPING: LOFTON 1975 EY2397_MARK LOGO: NCGS EY2397_PROJECTION: FLUSH EY2397_MAGNETIC: N = NO MAGNETIC MATERIAL EY2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2397+STABILITY: SURFACE MOTION EY2397 EY2397 HISTORY - Date Condition Report By EY2397 HISTORY - 1975 MONUMENTED NCGS EY2397 HISTORY - 1979 MARK NOT FOUND USGS EY2397 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2397 EY2397 STATION DESCRIPTION EY2397 EY2397'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2397'LOFTIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2397'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2397' EY2397'LOFTIN IS LOCATED APPROXIMATELY 2.1 MILES SSE OF TRENTON. TO EY2397'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2397'SOUTHEAST ALONG NC 58 FOR 2.45 MILES TO SR 1325 (N) AND STATION ON EY2397'RIGHT OF THE T-INTERSECTION ON PROJECTION OF C/L, AND 0.35 MILE EY2397'WEST OF SOUTH JONES HIGH SCHOOL. EY2397' EY2397'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2397'LOFTIN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2397'IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2397' EY2397'MARK IS 14.8 FT S OF C/L OF NC 58 EY2397' EY2397'3.3 FT N OF SIGN POST OF SR 1325 WITH ALUMINUM REF. TAG EY2397' EY2397'15.5 FT N OF PP WITH ALUMINUM REF. TAG EY2397' EY2397'51.9 FT SW OF PP WITH ALUMINUM REF. TAG EY2397' EY2397'148.0 FT SE OF PP WITH ALUMINUM REF. TAG EY2397 EY2397 STATION RECOVERY (1979) EY2397 EY2397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2397'MARK NOT FOUND. EY2397 EY2397 STATION RECOVERY (1982) EY2397 EY2397'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2397'THE STATION HAS BEEN DESTROYED BY GRADING. BOTH THE INITIAL SEARCH EY2397'AND A LATER INSTRUMENT SEARCH PROVED THE STATION HAD BEEN DESTROYED BY EY2397'HIGHWAY REALIGNMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2429 *********************************************************************** EY2429 DESIGNATION - LOOP RD EY2429 PID - EY2429 EY2429 STATE/COUNTY- NC/JONES EY2429 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2429 EY2429 *CURRENT SURVEY CONTROL EY2429 ___________________________________________________________________ EY2429* NAD 83(1986)- 35 01 24.85059(N) 077 28 12.15329(W) ADJUSTED EY2429* NAVD 88 - 16.45 (+/-2cm) 54.0 (feet) VERTCON EY2429 ___________________________________________________________________ EY2429 LAPLACE CORR- -2.70 (seconds) DEFLEC99 EY2429 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2429 EY2429 HORZ ORDER - SECOND EY2429 VERT ORDER - THIRD ? (See Below) EY2429 EY2429.The North Carolina HARNS have been completed but, EY2429.due to contractual restrictions, coordinates for these stations EY2429.will NOT be published in the near future. In the interim, the EY2429.published coordinates in North Carolina will not be EY2429.consistent with the Continuously Operating Reference Stations EY2429.(CORS). The HARN coordinates for these stations are available EY2429.upon request. Contact Gary Thompson(919-733-3836). EY2429. EY2429.In addition, the published North Carolina positions EY2429.(NAD 83 (1986)) are NOT consistent with those determined in EY2429.adjacent state readjustments. The discontinuity between stations EY2429.located in North Carolina and those in adjacent states EY2429.which have been adjusted to the HARN may be as much as 5 EY2429.decimeters. This will result in a significant loss of accuracy EY2429.over lines crossing such state borders. EY2429 EY2429 EY2429.The horizontal coordinates were established by classical geodetic methods EY2429.and adjusted by the National Geodetic Survey in July 1986. EY2429 EY2429.The NAVD 88 height was computed by applying the VERTCON shift value to EY2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2429.The vertical order pertains to the NGVD 29 superseded value. EY2429 EY2429.The Laplace correction was computed from DEFLEC99 derived deflections. EY2429 EY2429.The geoid height was determined by GEOID03. EY2429 EY2429; North East Units Scale Factor Converg. EY2429;SPC NC - 142,352.977 749,205.956 MT 0.99988048 +0 52 59.0 EY2429;SPC NC - 467,036.39 2,458,019.87 sFT 0.99988048 +0 52 59.0 EY2429;UTM 18 - 3,878,445.692 274,645.160 MT 1.00022594 -1 25 05.5 EY2429 EY2429! - Elev Factor x Scale Factor = Combined Factor EY2429!SPC NC - 1.00000319 x 0.99988048 = 0.99988366 EY2429!UTM 18 - 1.00000319 x 1.00022594 = 1.00022913 EY2429 EY2429: Primary Azimuth Mark Grid Az EY2429:SPC NC - GAMA 040 58 51.7 EY2429:UTM 18 - GAMA 043 16 56.2 EY2429 EY2429|---------------------------------------------------------------------| EY2429| PID Reference Object Distance Geod. Az | EY2429| dddmmss.s | EY2429| EY2428 GAMA APPROX. 0.9 KM 0415150.7 | EY2429|---------------------------------------------------------------------| EY2429 EY2429 SUPERSEDED SURVEY CONTROL EY2429 EY2429 NAD 27 - 35 01 24.27230(N) 077 28 13.28490(W) AD( ) 2 EY2429 NGVD 29 (07/19/86) 16.79 (m) 55.1 (f) LEVELING 3 EY2429 EY2429.Superseded values are not recommended for survey control. EY2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2429.See file dsdata.txt to determine how the superseded data were derived. EY2429 EY2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7464578446(NAD 83) EY2429_MARKER: DE = TRAVERSE STATION DISK EY2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2429_STAMPING: LOOP RD 1975 EY2429_MARK LOGO: NCGS EY2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2429+STABILITY: SURFACE MOTION EY2429 EY2429 HISTORY - Date Condition Report By EY2429 HISTORY - 1975 MONUMENTED NCGS EY2429 HISTORY - 19941110 GOOD USPSQD EY2429 EY2429 STATION DESCRIPTION EY2429 EY2429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2429'LOOP RD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2429'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2429' EY2429'LOOP RD IS LOCATED APPROXIMATELY 7.2 MILES WSW OF TRENTON AND 9.5 EY2429'MILES NNE OF RICHLANDS. TO REACH STATION FROM THE JONES COUNTY EY2429'COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 MILES TO EY2429'JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE SOUTHWEST ALONG EY2429'NC 41 FOR 5.8 MILES TO SR 1134 (A LOOP ROAD) AND STATION ON LEFT EY2429'IN SOUTHEAST QUADRANT OF THE T INTERSECTION AND 2.0 MILES EY2429'NORTHEAST OF Y INTERSECTION WITH SR 1003 IN COMFORT. EY2429' EY2429'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2429'LOOP RD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2429'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2429' EY2429'MARK IS 37.4 FT SE OF C/L OF NC 41 EY2429' EY2429'21.8 FT NE OF C/L OF SR 1134 EY2429' EY2429'71.7 FT SE OF 8 INCH GUM WITH ALUMINUM REF. TAG EY2429' EY2429'75.5 FT W OF 20 INCH PINE WITH ALUMINUM REF. TAG EY2429' EY2429'89.7 FT NW OF 15 INCH PINE WITH ALUMINUM REF. TAG EY2429' EY2429'177.6 FT NE OF USGS BM 201 SWM 1954 EY2429 EY2429 STATION RECOVERY (1994) EY2429 EY2429'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2429'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1175 *********************************************************************** EA1175 DESIGNATION - LUKE EA1175 PID - EA1175 EA1175 STATE/COUNTY- NC/JONES EA1175 USGS QUAD - MAYSVILLE (1994) EA1175 EA1175 *CURRENT SURVEY CONTROL EA1175 ___________________________________________________________________ EA1175* NAD 83(1986)- 34 54 41.84296(N) 077 13 53.10032(W) ADJUSTED EA1175* NAVD 88 - 12.050 (meters) 39.53 (feet) ADJUSTED EA1175 ___________________________________________________________________ EA1175 LAPLACE CORR- -2.57 (seconds) DEFLEC99 EA1175 GEOID HEIGHT- -37.21 (meters) GEOID03 EA1175 DYNAMIC HT - 12.038 (meters) 39.49 (feet) COMP EA1175 MODELED GRAV- 979,697.1 (mgal) NAVD 88 EA1175 EA1175 HORZ ORDER - SECOND EA1175 VERT ORDER - FIRST CLASS II EA1175 EA1175.The North Carolina HARNS have been completed but, EA1175.due to contractual restrictions, coordinates for these stations EA1175.will NOT be published in the near future. In the interim, the EA1175.published coordinates in North Carolina will not be EA1175.consistent with the Continuously Operating Reference Stations EA1175.(CORS). The HARN coordinates for these stations are available EA1175.upon request. Contact Gary Thompson(919-733-3836). EA1175. EA1175.In addition, the published North Carolina positions EA1175.(NAD 83 (1986)) are NOT consistent with those determined in EA1175.adjacent state readjustments. The discontinuity between stations EA1175.located in North Carolina and those in adjacent states EA1175.which have been adjusted to the HARN may be as much as 5 EA1175.decimeters. This will result in a significant loss of accuracy EA1175.over lines crossing such state borders. EA1175 EA1175 EA1175.The horizontal coordinates were established by classical geodetic methods EA1175.and adjusted by the National Geodetic Survey in July 1986. EA1175 EA1175.The orthometric height was determined by differential leveling EA1175.and adjusted by the National Geodetic Survey in June 1991. EA1175 EA1175.The Laplace correction was computed from DEFLEC99 derived deflections. EA1175 EA1175.The geoid height was determined by GEOID03. EA1175 EA1175.The dynamic height is computed by dividing the NAVD 88 EA1175.geopotential number by the normal gravity value computed on the EA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1175.degrees latitude (g = 980.6199 gals.). EA1175 EA1175.The modeled gravity was interpolated from observed gravity values. EA1175 EA1175; North East Units Scale Factor Converg. EA1175;SPC NC - 130,298.776 771,199.034 MT 0.99989011 +1 01 14.8 EA1175;SPC NC - 427,488.57 2,530,175.50 sFT 0.99989011 +1 01 14.8 EA1175;UTM 18 - 3,865,515.035 296,142.918 MT 1.00011222 -1 16 39.0 EA1175 EA1175! - Elev Factor x Scale Factor = Combined Factor EA1175!SPC NC - 1.00000395 x 0.99989011 = 0.99989406 EA1175!UTM 18 - 1.00000395 x 1.00011222 = 1.00011617 EA1175 EA1175: Primary Azimuth Mark Grid Az EA1175:SPC NC - FOURTH 177 57 41.0 EA1175:UTM 18 - FOURTH 180 15 34.8 EA1175 EA1175|---------------------------------------------------------------------| EA1175| PID Reference Object Distance Geod. Az | EA1175| dddmmss.s | EA1175| EA1176 FOURTH APPROX. 0.6 KM 1785855.8 | EA1175|---------------------------------------------------------------------| EA1175 EA1175 SUPERSEDED SURVEY CONTROL EA1175 EA1175 NAD 27 - 34 54 41.27243(N) 077 13 54.26394(W) AD( ) 2 EA1175 NGVD 29 (07/19/86) 12.3 (m) 40. (f) VERT ANG EA1175 EA1175.Superseded values are not recommended for survey control. EA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1175.See file dsdata.txt to determine how the superseded data were derived. EA1175 EA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9614365515(NAD 83) EA1175_MARKER: DE = TRAVERSE STATION DISK EA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1175_SP_SET: CONCRETE POST EA1175_STAMPING: LUKE 1975 EA1175_MARK LOGO: NCGS EA1175_PROJECTION: FLUSH EA1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1175+STABILITY: SURFACE MOTION EA1175 EA1175 HISTORY - Date Condition Report By EA1175 HISTORY - 1975 MONUMENTED NCGS EA1175 HISTORY - 1979 GOOD NCGS EA1175 HISTORY - 19910906 GOOD USPSQD EA1175 HISTORY - 20030130 MARK NOT FOUND USPSQD EA1175 EA1175 STATION DESCRIPTION EA1175 EA1175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1175'LUKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1175'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1175' EA1175'LUKE IS LOCATED IN NORTH SECTION OF MAYSVILLE AND 12.5 MILES SSE EA1175'OF TRENTON. TO REACH STATION FROM INTERSECTION OF U.S. 17 WITH EA1175'NC 58 IN MAYSVILLE, PROCEED NORTH ALONG U.S. 17 FOR 0.75 MILE TO EA1175'ST. LUKE AME ZION CHURCH AND STATION ON RIGHT AT EAST EDGE OF EA1175'AN OLD PAVED ROAD. EA1175' EA1175'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1175'LUKE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1175'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1175' EA1175'MARK IS 82.8 FT E OF C/L OF U.S. 17. EA1175' EA1175'9.5 FT E OF C/L OF OLD PAVED ROAD. EA1175' EA1175'21.5 FT W OF PP WITH ALUMINUM REF. TAG. EA1175' EA1175'57.4 FT SW OF SW CORNER OF CHURCH EA1175' EA1175'39.9 FT S OF S END OF CHURCH INFORMATION SIGN. EA1175' EA1175'68.4 FT S OF 18 INCH GUM EA1175 EA1175 STATION RECOVERY (1979) EA1175 EA1175'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1175'IN MAYSVILLE. EA1175'0.7 MILE NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN EA1175'MAYSVILLE, AT SAINT LUKE AME ZION CHURCH AT EAST EDGE OF OLD EA1175'PAVED ROAD, 82.8 FEET EAST OF CENTERLINE OF HIGHWAY, 9.5 FEET EA1175'EAST OF CENTERLINE OF OLD PAVED ROAD, 21.5 FEET WEST OF POWER EA1175'POLE WITH REFERENCE TAG, 57.4 FEET SOUTHWEST OF SOUTHWEST CORNER EA1175'OF CHURCH, 39.9 FEET SOUTH OF SOUTH END OF CHURCH SIGN AND 68.4 EA1175'FEET SOUTH OF 18 INCH GUM. EA1175'THE MARK IS ABOVE LEVEL WITH ROAD. EA1175 EA1175 STATION RECOVERY (1991) EA1175 EA1175'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA1175'RECOVERED IN GOOD CONDITION. EA1175 EA1175 STATION RECOVERY (2003) EA1175 EA1175'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA1175'FOUND REFERENCE MARKS ON PP AND A HOLE IN THE GROUND. NO DISK 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1166 *********************************************************************** EA1166 DESIGNATION - M 214 EA1166 PID - EA1166 EA1166 STATE/COUNTY- NC/JONES EA1166 USGS QUAD - MAYSVILLE (1994) EA1166 EA1166 *CURRENT SURVEY CONTROL EA1166 ___________________________________________________________________ EA1166* NAD 83(1986)- 34 59 55.88522(N) 077 13 29.28915(W) ADJUSTED EA1166* NAVD 88 - 8.665 (meters) 28.43 (feet) ADJUSTED EA1166 ___________________________________________________________________ EA1166 LAPLACE CORR- -2.78 (seconds) DEFLEC99 EA1166 GEOID HEIGHT- -37.17 (meters) GEOID03 EA1166 DYNAMIC HT - 8.657 (meters) 28.40 (feet) COMP EA1166 MODELED GRAV- 979,700.8 (mgal) NAVD 88 EA1166 EA1166 HORZ ORDER - THIRD EA1166 VERT ORDER - FIRST CLASS II EA1166 EA1166.The North Carolina HARNS have been completed but, EA1166.due to contractual restrictions, coordinates for these stations EA1166.will NOT be published in the near future. In the interim, the EA1166.published coordinates in North Carolina will not be EA1166.consistent with the Continuously Operating Reference Stations EA1166.(CORS). The HARN coordinates for these stations are available EA1166.upon request. Contact Gary Thompson(919-733-3836). EA1166. EA1166.In addition, the published North Carolina positions EA1166.(NAD 83 (1986)) are NOT consistent with those determined in EA1166.adjacent state readjustments. The discontinuity between stations EA1166.located in North Carolina and those in adjacent states EA1166.which have been adjusted to the HARN may be as much as 5 EA1166.decimeters. This will result in a significant loss of accuracy EA1166.over lines crossing such state borders. EA1166 EA1166 EA1166.The horizontal coordinates were established by classical geodetic methods EA1166.and adjusted by the National Geodetic Survey in October 1998. EA1166 EA1166.The orthometric height was determined by differential leveling EA1166.and adjusted by the National Geodetic Survey in June 1991. EA1166 EA1166.The Laplace correction was computed from DEFLEC99 derived deflections. EA1166 EA1166.The geoid height was determined by GEOID03. EA1166 EA1166.The dynamic height is computed by dividing the NAVD 88 EA1166.geopotential number by the normal gravity value computed on the EA1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1166.degrees latitude (g = 980.6199 gals.). EA1166 EA1166.The modeled gravity was interpolated from observed gravity values. EA1166 EA1166; North East Units Scale Factor Converg. EA1166;SPC NC - 139,984.627 771,630.287 MT 0.99988228 +1 01 28.5 EA1166;SPC NC - 459,266.23 2,531,590.37 sFT 0.99988228 +1 01 28.5 EA1166;UTM 18 - 3,875,177.947 296,962.665 MT 1.00010810 -1 16 35.4 EA1166 EA1166! - Elev Factor x Scale Factor = Combined Factor EA1166!SPC NC - 1.00000447 x 0.99988228 = 0.99988675 EA1166!UTM 18 - 1.00000447 x 1.00010810 = 1.00011257 EA1166 EA1166 SUPERSEDED SURVEY CONTROL EA1166 EA1166 NGVD 29 (10/29/98) 8.98 (m) 29.5 (f) LEVELING 3 EA1166 EA1166.Superseded values are not recommended for survey control. EA1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1166.See file dsdata.txt to determine how the superseded data were derived. EA1166 EA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9696375178(NAD 83) EA1166_MARKER: I = METAL ROD EA1166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EA1166_SP_SET: STAINLESS STEEL ROD EA1166_STAMPING: M 214 1979 EA1166_MARK LOGO: NGS EA1166_PROJECTION: FLUSH EA1166_MAGNETIC: I = MARKER IS A STEEL ROD EA1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA1166_ROD/PIPE-DEPTH: 6.10 meters EA1166 EA1166 HISTORY - Date Condition Report By EA1166 HISTORY - 1979 MONUMENTED NGS EA1166 HISTORY - 1983 GOOD NCGS EA1166 HISTORY - 19830101 GOOD NCGS EA1166 EA1166 STATION DESCRIPTION EA1166 EA1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EA1166'0.3 MI SOUTH FROM POLLOCKSVILLE. EA1166'APPROXIMATELY 0.1 MILE NORTH ALONG U.S. 17 FROM THE JUNCTION WITH EA1166'N.C. 58 SOUTH OF POLLOCKSVILLE, BY A TEXACO SIGN AT KENNEDYS EA1166'GROCERY STORE, 56.4 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 1.4 EA1166'FEET NORTHEAST OF NORTHWEST CORNER OF THE SIGN POST BASE AND 84.0 EA1166'FEET EAST OF NORTHEAST CORNER OF STORE. THE DATUM POINT IS A STEEL EA1166'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC EA1166'SURVEY LOGO FLANGE WITH ACCESS COVER. EA1166'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1166 EA1166 STATION RECOVERY (1983) EA1166 EA1166'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EA1166'RECOVERED IN GOOD CONDITION. EA1166 EA1166 STATION RECOVERY (1983) EA1166 EA1166'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EA1166'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2937 *********************************************************************** EA2937 DESIGNATION - MAIL EA2937 PID - EA2937 EA2937 STATE/COUNTY- NC/JONES EA2937 USGS QUAD - POTTERS HILL (1980) EA2937 EA2937 *CURRENT SURVEY CONTROL EA2937 ___________________________________________________________________ EA2937* NAD 83(1986)- 34 59 11.02108(N) 077 40 28.60779(W) ADJUSTED EA2937* NAVD 88 - 27.340 (meters) 89.70 (feet) ADJUSTED EA2937 ___________________________________________________________________ EA2937 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EA2937 GEOID HEIGHT- -36.38 (meters) GEOID03 EA2937 DYNAMIC HT - 27.315 (meters) 89.62 (feet) COMP EA2937 MODELED GRAV- 979,710.5 (mgal) NAVD 88 EA2937 EA2937 HORZ ORDER - SECOND EA2937 VERT ORDER - SECOND CLASS I EA2937 EA2937.The North Carolina HARNS have been completed but, EA2937.due to contractual restrictions, coordinates for these stations EA2937.will NOT be published in the near future. In the interim, the EA2937.published coordinates in North Carolina will not be EA2937.consistent with the Continuously Operating Reference Stations EA2937.(CORS). The HARN coordinates for these stations are available EA2937.upon request. Contact Gary Thompson(919-733-3836). EA2937. EA2937.In addition, the published North Carolina positions EA2937.(NAD 83 (1986)) are NOT consistent with those determined in EA2937.adjacent state readjustments. The discontinuity between stations EA2937.located in North Carolina and those in adjacent states EA2937.which have been adjusted to the HARN may be as much as 5 EA2937.decimeters. This will result in a significant loss of accuracy EA2937.over lines crossing such state borders. EA2937 EA2937 EA2937.The horizontal coordinates were established by classical geodetic methods EA2937.and adjusted by the National Geodetic Survey in July 1986. EA2937 EA2937.The orthometric height was determined by differential leveling EA2937.and adjusted by the National Geodetic Survey in September 2005. EA2937 EA2937.The Laplace correction was computed from DEFLEC99 derived deflections. EA2937 EA2937.The geoid height was determined by GEOID03. EA2937 EA2937.The dynamic height is computed by dividing the NAVD 88 EA2937.geopotential number by the normal gravity value computed on the EA2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2937.degrees latitude (g = 980.6199 gals.). EA2937 EA2937.The modeled gravity was interpolated from observed gravity values. EA2937 EA2937; North East Units Scale Factor Converg. EA2937;SPC NC - 137,961.170 730,595.649 MT 0.99988326 +0 45 53.9 EA2937;SPC NC - 452,627.61 2,396,962.56 sFT 0.99988326 +0 45 53.9 EA2937;UTM 18 - 3,874,802.934 255,866.109 MT 1.00033463 -1 32 03.6 EA2937 EA2937! - Elev Factor x Scale Factor = Combined Factor EA2937!SPC NC - 1.00000142 x 0.99988326 = 0.99988468 EA2937!UTM 18 - 1.00000142 x 1.00033463 = 1.00033605 EA2937 EA2937: Primary Azimuth Mark Grid Az EA2937:SPC NC - CEDAR 088 26 28.0 EA2937:UTM 18 - CEDAR 090 44 25.5 EA2937 EA2937|---------------------------------------------------------------------| EA2937| PID Reference Object Distance Geod. Az | EA2937| dddmmss.s | EA2937| EA2936 CEDAR APPROX. 0.6 KM 0891221.9 | EA2937|---------------------------------------------------------------------| EA2937 EA2937 SUPERSEDED SURVEY CONTROL EA2937 EA2937 NAD 27 - 34 59 10.43341(N) 077 40 29.71198(W) AD( ) 2 EA2937 NGVD 29 (07/19/86) 27.7 (m) 91. (f) VERT ANG EA2937 EA2937.Superseded values are not recommended for survey control. EA2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2937.See file dsdata.txt to determine how the superseded data were derived. EA2937 EA2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5586674803(NAD 83) EA2937_MARKER: DE = TRAVERSE STATION DISK EA2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2937_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2937_STAMPING: MAIL 1975 EA2937_MARK LOGO: NCGS EA2937_MAGNETIC: O = OTHER; SEE DESCRIPTION EA2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2937+STABILITY: SURFACE MOTION EA2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2937+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997 EA2937 EA2937 HISTORY - Date Condition Report By EA2937 HISTORY - 1975 MONUMENTED NCGS EA2937 HISTORY - 19970513 GOOD NCGS EA2937 EA2937 STATION DESCRIPTION EA2937 EA2937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2937'MAIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2937'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EA2937' EA2937'MAIL IS LOCATED APPROXIMATELY 7.1 MILES NE OF BEULAVILLE, AND EA2937'9.5 MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION EA2937'OF U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED WEST EA2937'ALONG NC 41 FOR 2.55 MILES TO STATION ON RIGHT AT W. C. JONESS EA2937'MAILBOX, IN FRONT OF A SMALL GREEN HOUSE WITH TWO LARGE TREES IN EA2937'YARD, AND 1.0 MILE EAST OF THE DUPLIN - JONES COUNTY LINE. EA2937' EA2937'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2937'MAIL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2937'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA2937' EA2937'MARK IS 23.2 FT N OF C/L OF NC 41 EA2937' EA2937'17.3 FT E OF C/L OF DRIVEWAY EA2937' EA2937'12.0 FT SE OF EAST END OF AN 18 IN CULVERT EA2937' EA2937'4.5 FT N OF MAILBOX POST WITH ALUMINUM REF. TAG EA2937' EA2937'98.3 FT S OF 36 IN OAK TREE WITH ALUMINUM REF. TAG EA2937 EA2937 STATION RECOVERY (1997) EA2937 EA2937'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA2937'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EA2937'CORRECTIONS. STATION IS LOCATED IN THE NORTH SHOULDER OF NC 41 EA2937'BETWEEN TWO BRICK HOUSES AT THE BOTTOM OF THE HILL. MARK IS ABOUT EA2937'0.5-FT LOWER THAN NC 41 AND IS RECESSED 1-INCH BELOW THE GROUND. EA2937'LOCATED 23.4 FT (7.1 M) NORTH OF THE CENTERLINE OF NC 41, 16.0 FT (4.9 EA2937'M) EAST OF THE CENTERLINE OF DRIVEWAY (ASPHALT PORTION)--AND 6.5 FT EA2937'(2.0 M) NORTHWEST OF A MAILBOX WITH A 6 INCH-ROUND POST, 60.1 FT (18.3 EA2937'M) SOUTHEAST OF POWER POLE (F81) WITH TWO GUY WIRES IN THE YARD OF A EA2937'BRICK HOUSE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2410 *********************************************************************** EY2410 DESIGNATION - MALLARD EY2410 PID - EY2410 EY2410 STATE/COUNTY- NC/JONES EY2410 USGS QUAD - TRENTON (1982) EY2410 EY2410 *CURRENT SURVEY CONTROL EY2410 ___________________________________________________________________ EY2410* NAD 83(1986)- 35 04 48.62827(N) 077 19 13.51741(W) ADJUSTED EY2410* NAVD 88 - 15.3 (meters) 50. (feet) VERTCON EY2410 ___________________________________________________________________ EY2410 LAPLACE CORR- -2.38 (seconds) DEFLEC99 EY2410 GEOID HEIGHT- -36.91 (meters) GEOID03 EY2410 EY2410 HORZ ORDER - FIRST EY2410 EY2410.The North Carolina HARNS have been completed but, EY2410.due to contractual restrictions, coordinates for these stations EY2410.will NOT be published in the near future. In the interim, the EY2410.published coordinates in North Carolina will not be EY2410.consistent with the Continuously Operating Reference Stations EY2410.(CORS). The HARN coordinates for these stations are available EY2410.upon request. Contact Gary Thompson(919-733-3836). EY2410. EY2410.In addition, the published North Carolina positions EY2410.(NAD 83 (1986)) are NOT consistent with those determined in EY2410.adjacent state readjustments. The discontinuity between stations EY2410.located in North Carolina and those in adjacent states EY2410.which have been adjusted to the HARN may be as much as 5 EY2410.decimeters. This will result in a significant loss of accuracy EY2410.over lines crossing such state borders. EY2410 EY2410 EY2410.The horizontal coordinates were established by classical geodetic methods EY2410.and adjusted by the National Geodetic Survey in July 1986. EY2410 EY2410.The NAVD 88 height was computed by applying the VERTCON shift value to EY2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2410 EY2410.The Laplace correction was computed from DEFLEC99 derived deflections. EY2410 EY2410.The geoid height was determined by GEOID03. EY2410 EY2410; North East Units Scale Factor Converg. EY2410;SPC NC - 148,851.853 762,751.023 MT 0.99987705 +0 58 09.8 EY2410;SPC NC - 488,358.12 2,502,458.98 sFT 0.99987705 +0 58 09.8 EY2410;UTM 18 - 3,884,397.014 288,444.647 MT 1.00015162 -1 20 02.7 EY2410 EY2410! - Elev Factor x Scale Factor = Combined Factor EY2410!SPC NC - 1.00000340 x 0.99987705 = 0.99988045 EY2410!UTM 18 - 1.00000340 x 1.00015162 = 1.00015502 EY2410 EY2410: Primary Azimuth Mark Grid Az EY2410:SPC NC - MALLARD AZ MK 261 03 23.0 EY2410:UTM 18 - MALLARD AZ MK 263 21 35.5 EY2410 EY2410|---------------------------------------------------------------------| EY2410| PID Reference Object Distance Geod. Az | EY2410| dddmmss.s | EY2410| EY4564 MALLARD RM 1 28.226 METERS 16147 | EY2410| EY2411 MALLARD AZ MK A PT 404.847 METERS 2612303.8 | EY2410| EY2412 MALLARD AZ MK 407.675 METERS 2620132.8 | EY2410| EY4565 MALLARD RM 2 27.600 METERS 29303 | EY2410|---------------------------------------------------------------------| EY2410 EY2410 SUPERSEDED SURVEY CONTROL EY2410 EY2410 NAD 27 - 35 04 48.03919(N) 077 19 14.66230(W) AD( ) 1 EY2410 NGVD 29 (07/19/86) 15.6 (m) 51. (f) VERT ANG EY2410 EY2410.Superseded values are not recommended for survey control. EY2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2410.See file dsdata.txt to determine how the superseded data were derived. EY2410 EY2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8844584397(NAD 83) EY2410_MARKER: DS = TRIANGULATION STATION DISK EY2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2410_STAMPING: MALLARD 1976 EY2410_MARK LOGO: NGS EY2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2410+STABILITY: SURFACE MOTION EY2410 EY2410 HISTORY - Date Condition Report By EY2410 HISTORY - 1976 MONUMENTED NGS EY2410 HISTORY - 1979 GOOD NCGS EY2410 EY2410 STATION DESCRIPTION EY2410 EY2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2410'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF KINSTON, 17 EY2410'MILES WEST OF NEW BERN, 2-1/2 MILES NORTHEAST OF TRENTON AND AT EY2410'THE JUNCTION OF COUNTY ROADS 1002 AND 1322. IT IS ON THE PROPERTY EY2410'OF MR. WAYNE MALLARD WHO LIVES JUST EAST OF THE STATION. EY2410' EY2410'TO REACH THE STATION FROM THE POST OFFICE IN TRENTON, GO NORTHEAST EY2410'ON MARKET STREET AND STATE HIGHWAY 58 FOR 0.05 MILE TO WHERE HIGHWAY EY2410'58 TURNS LEFT AND COUNTY ROAD 1001 TURNS RIGHT. TURN RIGHT AND GO EY2410'SOUTHEAST ON COUNTY ROAD 1001 AND JONES STREET FOR 0.15 MILE TO EY2410'WHERE COUNTY ROAD 1001 TURNS LEFT. TURN LEFT AND GO NORTHEAST ON EY2410'COUNTY ROAD 1001 AND WEBER STREET FOR 0.2 MILE TO A FORK. KEEP EY2410'THE RIGHT FORK AND GO NORTHEAST ON COUNTY ROAD 1322 FOR 1.65 EY2410'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE EY2410'EAST ON COUNTY ROAD 1322 FOR 0.2 MILE TO THE JUNCTION OF COUNTY EY2410'ROAD 1002 AND THE STATION AS DESCRIBED. EY2410' EY2410'THE STATION MARK, STAMPED MALLARD 1976, IS A STANDARD DISK SET IN EY2410'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT EY2410'18 INCHES BELOW THE GROUND SURFACE. IT IS 91 FEET EAST OF THE EY2410'CENTER OF THE INTERSECTION OF COUNTY ROADS 1002 AND 1322, 66 FEET EY2410'SOUTHEAST OF AN 18-INCH PINE TREE, 52 FEET NORTHEAST OF THE EY2410'APPROXIMATE CENTER OF COUNTY ROAD 1002 AND 34.5 FEET NORTH OF A EY2410'20-INCH PINE TREE. THERE WAS NO UNDERGROUND MARK SET AT THIS EY2410'STATION DUE TO THE LARGE AMOUNT OF WATER IN THE MARK HOLE. EY2410' EY2410'REFERENCE MARK 1, STAMPED MALLARD NO 1 1976, IS A STANDARD DISK EY2410'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS EY2410'FLUSH WITH THE GROUND SURFACE. IT IS 60.5 FEET SOUTHEAST OF A EY2410'20-INCH PINE TREE, 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF EY2410'COUNTY ROAD 1002 AND 1.8 FEET WEST OF A METAL WITNESS POST. EY2410' EY2410'REFERENCE MARK 2, STAMPED MALLARD NO 2 1976, IS A STANDARD DISK EY2410'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH EY2410'IS FLUSH WITH THE GROUND SURFACE. IT IS 29 FEET WEST OF AN EY2410'18-INCH PINE TREE, 17 FEET EAST OF THE CENTER OF THE INTERSECTION EY2410'OF COUNTY ROADS 1002 AND 1322, 15 FEET NORTHEAST OF THE EY2410'APPROXIMATE CENTER OF COUNTY ROAD 1002 AND 3 FEET SOUTH OF A METAL EY2410'WITNESS POST. EY2410' EY2410'THE AZIMUTH MARK, STAMPED MALLARD AZ 1976, IS A STANDARD REFERENCE EY2410'MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT EY2410'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 102 FEET NORTHEAST EY2410'OF POWER LINE POLE WITH THE LETTERING REA CO-OP A-29, 54 FEET EAST EY2410'OF THE APPROXIMATE CENTER OF A FIELD ROAD, 16.5 FEET SOUTH OF THE EY2410'CENTERLINE OF COUNTY ROAD 1322 AND 5.3 FEET EAST-NORTHEAST OF A EY2410'METAL WITNESS POST. EY2410' EY2410'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS. EY2410 EY2410 STATION RECOVERY (1979) EY2410 EY2410'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2410'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. ADDITIONAL EY2410'REFERENCES ARE AS FOLLOWS-- REFERENCE MARK 1 IS 66.4 FEET EAST OF A EY2410'WATER METER, REFERENCE MARK 2 IS 144.7 FEET NORTH-NORTHWEST OF A WATER EY2410'METER. THE AZIMUTH MARK IS 50.0 FEET SOUTHWEST OF A 15 INCH PINE WITH EY2410'REFERENCE TAG AND 44.8 FEET EAST OF THE EAST END OF A FIELD ENTRANCE EY2410'CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2412 *********************************************************************** EY2412 DESIGNATION - MALLARD AZ MK EY2412 PID - EY2412 EY2412 STATE/COUNTY- NC/JONES EY2412 USGS QUAD - TRENTON (1982) EY2412 EY2412 *CURRENT SURVEY CONTROL EY2412 ___________________________________________________________________ EY2412* NAD 83(1986)- 35 04 46.79278(N) 077 19 29.45431(W) ADJUSTED EY2412* NAVD 88 - 10.9 (meters) 36. (feet) VERTCON EY2412 ___________________________________________________________________ EY2412 LAPLACE CORR- -2.38 (seconds) DEFLEC99 EY2412 GEOID HEIGHT- -36.90 (meters) GEOID03 EY2412 EY2412 HORZ ORDER - SECOND EY2412 EY2412.The North Carolina HARNS have been completed but, EY2412.due to contractual restrictions, coordinates for these stations EY2412.will NOT be published in the near future. In the interim, the EY2412.published coordinates in North Carolina will not be EY2412.consistent with the Continuously Operating Reference Stations EY2412.(CORS). The HARN coordinates for these stations are available EY2412.upon request. Contact Gary Thompson(919-733-3836). EY2412. EY2412.In addition, the published North Carolina positions EY2412.(NAD 83 (1986)) are NOT consistent with those determined in EY2412.adjacent state readjustments. The discontinuity between stations EY2412.located in North Carolina and those in adjacent states EY2412.which have been adjusted to the HARN may be as much as 5 EY2412.decimeters. This will result in a significant loss of accuracy EY2412.over lines crossing such state borders. EY2412 EY2412 EY2412.The horizontal coordinates were established by classical geodetic methods EY2412.and adjusted by the National Geodetic Survey in July 1986. EY2412 EY2412.The NAVD 88 height was computed by applying the VERTCON shift value to EY2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2412 EY2412.The Laplace correction was computed from DEFLEC99 derived deflections. EY2412 EY2412.The geoid height was determined by GEOID03. EY2412 EY2412; North East Units Scale Factor Converg. EY2412;SPC NC - 148,788.483 762,348.355 MT 0.99987708 +0 58 00.7 EY2412;SPC NC - 488,150.21 2,501,137.89 sFT 0.99987708 +0 58 00.7 EY2412;UTM 18 - 3,884,349.866 288,039.645 MT 1.00015373 -1 20 11.8 EY2412 EY2412! - Elev Factor x Scale Factor = Combined Factor EY2412!SPC NC - 1.00000409 x 0.99987708 = 0.99988117 EY2412!UTM 18 - 1.00000409 x 1.00015373 = 1.00015782 EY2412 EY2412: Primary Azimuth Mark Grid Az EY2412:SPC NC - MALLARD 081 03 22.9 EY2412:UTM 18 - MALLARD 083 21 35.4 EY2412 EY2412|---------------------------------------------------------------------| EY2412| PID Reference Object Distance Geod. Az | EY2412| dddmmss.s | EY2412| EY2410 MALLARD 407.675 METERS 0820123.6 | EY2412| EY2411 MALLARD AZ MK A PT 5.355 METERS 13950 | EY2412| EY2401 TRENTON WCTI NB TV TWR APPROX. 5.0 KM 2104255.6 | EY2412|---------------------------------------------------------------------| EY2412 EY2412 SUPERSEDED SURVEY CONTROL EY2412 EY2412 NAD 27 - 35 04 46.20341(N) 077 19 30.59872(W) AD( ) 2 EY2412 NGVD 29 (07/19/86) 11.2 (m) 37. (f) VERT ANG EY2412 EY2412.Superseded values are not recommended for survey control. EY2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2412.See file dsdata.txt to determine how the superseded data were derived. EY2412 EY2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8804084350(NAD 83) EY2412_MARKER: DR = REFERENCE MARK DISK EY2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2412_STAMPING: MALLARD AZ 1976 EY2412_MARK LOGO: NGS EY2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2412+STABILITY: SURFACE MOTION EY2412 EY2412 HISTORY - Date Condition Report By EY2412 HISTORY - 1976 MONUMENTED NGS EY2412 HISTORY - 1979 GOOD NCGS EY2412 EY2412 STATION DESCRIPTION EY2412 EY2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2412'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF KINSTON, 17 EY2412'MILES WEST OF NEW BERN, 2-1/2 MILES NORTHEAST OF TRENTON AND ON EY2412'THE ROAD RIGHT-OF-WAY OF COUNTY ROAD 1322. EY2412' EY2412'TO REACH THE STATION FROM THE POST OFFICE IN TRENTON, GO NORTHEAST EY2412'ON MARKET STREET AND STATE HIGHWAY 58 FOR 0.05 MILE TO WHERE EY2412'HIGHWAY 58 TURNS LEFT AND COUNTY ROAD 1001 TURNS RIGHT. TURN EY2412'RIGHT AND GO SOUTHEAST ON COUNTY ROAD 1001 AND JONES STREET FOR EY2412'0.15 MILE TO WHERE COUNTY ROAD 1001 TURNS LEFT. TURN LEFT AND EY2412'GO NORTHEAST ON COUNTY ROAD 1001 AND WEBER STREET FOR 0.2 MILE EY2412'TO A FORK. KEEP THE RIGHT FORK AND GO NORTHEAST ON COUNTY ROAD EY2412'1322 FOR 1.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED. EY2412' EY2412'STATION MARK, STAMPED---MALLARD AZ 1976---, IS A STANDARD REFERENCE EY2412'MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT EY2412'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 102 FEET NORTHEAST EY2412'OF POWER LINE POLE WITH THE LETTERING REA CO-OP A-29, 54 FEET EAST EY2412'OF THE APPROXIMATE CENTER OF A FIELD ROAD, 16.5 FEET SOUTH OF THE EY2412'CENTERLINE OF COUNTY ROAD 1322 AND 5.3 FEET EAST-NORTHEAST OF A EY2412'METAL WITNESS POST. EY2412' EY2412'HEIGHT OF LIGHT ABOVE STATION MARK 0.9 METER. EY2412 EY2412 STATION RECOVERY (1979) EY2412 EY2412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2412'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. ADDITIONALLY EY2412'THE MARK IS 50.0 FEET SOUTHWEST OF A 15 INCH PINE WITH REFERENCE TAG EY2412'AND 44.8 FEET EAST OF THE EAST END OF A FIELD ENTRANCE CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2167 *********************************************************************** EA2167 DESIGNATION - MAPLE EA2167 PID - EA2167 EA2167 STATE/COUNTY- NC/JONES EA2167 USGS QUAD - MAYSVILLE (1994) EA2167 EA2167 *CURRENT SURVEY CONTROL EA2167 ___________________________________________________________________ EA2167* NAD 83(1986)- 34 54 06.00490(N) 077 13 33.95287(W) ADJUSTED EA2167* NAVD 88 - 10.5 (meters) 34. (feet) VERTCON EA2167 ___________________________________________________________________ EA2167 LAPLACE CORR- -2.40 (seconds) DEFLEC99 EA2167 GEOID HEIGHT- -37.22 (meters) GEOID03 EA2167 EA2167 HORZ ORDER - SECOND EA2167 EA2167.The North Carolina HARNS have been completed but, EA2167.due to contractual restrictions, coordinates for these stations EA2167.will NOT be published in the near future. In the interim, the EA2167.published coordinates in North Carolina will not be EA2167.consistent with the Continuously Operating Reference Stations EA2167.(CORS). The HARN coordinates for these stations are available EA2167.upon request. Contact Gary Thompson(919-733-3836). EA2167. EA2167.In addition, the published North Carolina positions EA2167.(NAD 83 (1986)) are NOT consistent with those determined in EA2167.adjacent state readjustments. The discontinuity between stations EA2167.located in North Carolina and those in adjacent states EA2167.which have been adjusted to the HARN may be as much as 5 EA2167.decimeters. This will result in a significant loss of accuracy EA2167.over lines crossing such state borders. EA2167 EA2167 EA2167.The horizontal coordinates were established by classical geodetic methods EA2167.and adjusted by the National Geodetic Survey in July 1986. EA2167 EA2167.The NAVD 88 height was computed by applying the VERTCON shift value to EA2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2167 EA2167.The Laplace correction was computed from DEFLEC99 derived deflections. EA2167 EA2167.The geoid height was determined by GEOID03. EA2167 EA2167; North East Units Scale Factor Converg. EA2167;SPC NC - 129,203.346 771,704.694 MT 0.99989115 +1 01 25.8 EA2167;SPC NC - 423,894.64 2,531,834.48 sFT 0.99989115 +1 01 25.8 EA2167;UTM 18 - 3,864,399.964 296,604.348 MT 1.00010990 -1 16 26.9 EA2167 EA2167! - Elev Factor x Scale Factor = Combined Factor EA2167!SPC NC - 1.00000420 x 0.99989115 = 0.99989535 EA2167!UTM 18 - 1.00000420 x 1.00010990 = 1.00011410 EA2167 EA2167: Primary Azimuth Mark Grid Az EA2167:SPC NC - MAYSVILLE 267 02 57.1 EA2167:UTM 18 - MAYSVILLE 269 20 49.8 EA2167 EA2167|---------------------------------------------------------------------| EA2167| PID Reference Object Distance Geod. Az | EA2167| dddmmss.s | EA2167| EA2165 MEADOWS 464.017 METERS 1301214.4 | EA2167| EA1177 MAYSVILLE APPROX. 0.5 KM 2680422.9 | EA2167|---------------------------------------------------------------------| EA2167 EA2167 SUPERSEDED SURVEY CONTROL EA2167 EA2167 NAD 27 - 34 54 05.43430(N) 077 13 35.11735(W) AD( ) 2 EA2167 NGVD 29 (07/19/86) 10.8 (m) 35. (f) VERT ANG EA2167 EA2167.Superseded values are not recommended for survey control. EA2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2167.See file dsdata.txt to determine how the superseded data were derived. EA2167 EA2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9660464400(NAD 83) EA2167_MARKER: DE = TRAVERSE STATION DISK EA2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2167_STAMPING: MAPLE 1975 EA2167_MARK LOGO: NCGS EA2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2167+STABILITY: SURFACE MOTION EA2167 EA2167 HISTORY - Date Condition Report By EA2167 HISTORY - 1975 MONUMENTED NCGS EA2167 HISTORY - 19910824 GOOD USPSQD EA2167 EA2167 STATION DESCRIPTION EA2167 EA2167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2167'MAPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2167'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2167' EA2167'MAPLE IS LOCATED AT THE EAST EDGE OF MAYSVILLE. TO REACH STATION EA2167'FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT MAYSVILLE, PROCEED EA2167'EAST ALONG NC 58 (EIGHTH ST.) FOR 0.3 MILE TO MAPLE AVENUE AND EA2167'STATION ON LEFT IN NORTHWEST QUADRANT OF T INTERSECTION, AND EA2167'ACROSS MAPLE AVENUE FROM MAYSVILLE RESCUE SQUAD BUILDING. EA2167' EA2167'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2167'MAPLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2167'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA2167' EA2167'MARK IS 120.0 FT N OF C/L OF CN 58. EA2167' EA2167'23.6 FT W OF C/L OF MAPLE AVENUE. EA2167' EA2167'29.1 FT NE OF 15 INCH TRIPLE POPLAR TREE WITH ALUMINUM REF. TAG. EA2167' EA2167'31.8 FT E OF 8 INCH OAK WITH ALUMINUM REF. TAG. EA2167' EA2167'37.9 FT S OF 30 INCH PINE WITH ALUMINUM REF. TAG. EA2167' EA2167'79.4 FT N OF FIRE HYDRANT. EA2167 EA2167 STATION RECOVERY (1991) EA2167 EA2167'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2167'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2163 *********************************************************************** EA2163 DESIGNATION - MARTIN EA2163 PID - EA2163 EA2163 STATE/COUNTY- NC/JONES EA2163 USGS QUAD - MAYSVILLE (1994) EA2163 EA2163 *CURRENT SURVEY CONTROL EA2163 ___________________________________________________________________ EA2163* NAD 83(1986)- 34 53 13.67871(N) 077 12 47.35778(W) ADJUSTED EA2163* NAVD 88 - 9.2 (meters) 30. (feet) VERTCON EA2163 ___________________________________________________________________ EA2163 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EA2163 GEOID HEIGHT- -37.23 (meters) GEOID03 EA2163 EA2163 HORZ ORDER - SECOND EA2163 EA2163.The North Carolina HARNS have been completed but, EA2163.due to contractual restrictions, coordinates for these stations EA2163.will NOT be published in the near future. In the interim, the EA2163.published coordinates in North Carolina will not be EA2163.consistent with the Continuously Operating Reference Stations EA2163.(CORS). The HARN coordinates for these stations are available EA2163.upon request. Contact Gary Thompson(919-733-3836). EA2163. EA2163.In addition, the published North Carolina positions EA2163.(NAD 83 (1986)) are NOT consistent with those determined in EA2163.adjacent state readjustments. The discontinuity between stations EA2163.located in North Carolina and those in adjacent states EA2163.which have been adjusted to the HARN may be as much as 5 EA2163.decimeters. This will result in a significant loss of accuracy EA2163.over lines crossing such state borders. EA2163 EA2163 EA2163.The horizontal coordinates were established by classical geodetic methods EA2163.and adjusted by the National Geodetic Survey in July 1986. EA2163 EA2163.The NAVD 88 height was computed by applying the VERTCON shift value to EA2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2163 EA2163.The Laplace correction was computed from DEFLEC99 derived deflections. EA2163 EA2163.The geoid height was determined by GEOID03. EA2163 EA2163; North East Units Scale Factor Converg. EA2163;SPC NC - 127,612.495 772,916.357 MT 0.99989272 +1 01 52.7 EA2163;SPC NC - 418,675.33 2,535,809.75 sFT 0.99989272 +1 01 52.7 EA2163;UTM 18 - 3,862,761.460 297,751.501 MT 1.00010417 -1 15 58.6 EA2163 EA2163! - Elev Factor x Scale Factor = Combined Factor EA2163!SPC NC - 1.00000440 x 0.99989272 = 0.99989712 EA2163!UTM 18 - 1.00000440 x 1.00010417 = 1.00010857 EA2163 EA2163: Primary Azimuth Mark Grid Az EA2163:SPC NC - PRIVATE 338 18 40.0 EA2163:UTM 18 - PRIVATE 340 36 31.3 EA2163 EA2163|---------------------------------------------------------------------| EA2163| PID Reference Object Distance Geod. Az | EA2163| dddmmss.s | EA2163| EA2164 PRIVATE APPROX. 0.5 KM 3392032.7 | EA2163|---------------------------------------------------------------------| EA2163 EA2163 SUPERSEDED SURVEY CONTROL EA2163 EA2163 NAD 27 - 34 53 13.10711(N) 077 12 48.52444(W) AD( ) 2 EA2163 NGVD 29 (07/19/86) 9.5 (m) 31. (f) VERT ANG EA2163 EA2163.Superseded values are not recommended for survey control. EA2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2163.See file dsdata.txt to determine how the superseded data were derived. EA2163 EA2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9775262761(NAD 83) EA2163_MARKER: DE = TRAVERSE STATION DISK EA2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2163_STAMPING: MARTIN 1975 EA2163_MARK LOGO: NCGS EA2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2163+STABILITY: SURFACE MOTION EA2163 EA2163 HISTORY - Date Condition Report By EA2163 HISTORY - 1975 MONUMENTED NCGS EA2163 HISTORY - 19910824 GOOD USPSQD EA2163 EA2163 STATION DESCRIPTION EA2163 EA2163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2163'MARTIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2163'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2163' EA2163'MARTIN IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF EA2163'MAYSVILLE. TO REACH STATION FROM THE INTERSECTION OF U.S. 17 EA2163'WITH NC 58 AT MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR EA2163'1.6 MILES TO SOUTH INTERSECTION WITH A PRIVATE LOOP ROAD (A DIRT EA2163'ROAD WITH PAVED CONNECTION FROM NC 58) AND STATION IN WEST EA2163'QUADRANT, IN A MOBILE HOME YARD AREA AT A POWER POLE, AND 0.65 EA2163'MILE NORTHWEST OF INTERSECTION WITH SR 1105 (E). EA2163' EA2163'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2163'MARTIN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2163'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA2163' EA2163'MARK IS 56.0 FT SW OF C/L OF CN 58. EA2163' EA2163'107.5 FT NW OF C/L OF DIRT ROAD. EA2163' EA2163'3.0 FT SW OF PP. EA2163' EA2163'43.4 FT SE OF 18 INCH OAK WITH ALUMINUM REF. TAG, IN YARD. EA2163' EA2163'50.0 FT E OF 10 INCH OAK WITH ALUMINUM REF. TAG, IN YARD. EA2163' EA2163'61.3 FT NE OF 8 INCH GUM WITH ALUMINUM REF. TAG, IN YARD. EA2163 EA2163 STATION RECOVERY (1991) EA2163 EA2163'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2163'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1177 *********************************************************************** EA1177 DESIGNATION - MAYSVILLE EA1177 PID - EA1177 EA1177 STATE/COUNTY- NC/JONES EA1177 USGS QUAD - MAYSVILLE (1994) EA1177 EA1177 *CURRENT SURVEY CONTROL EA1177 ___________________________________________________________________ EA1177* NAD 83(1986)- 34 54 05.44563(N) 077 13 54.11294(W) ADJUSTED EA1177* NAVD 88 - 11.864 (meters) 38.92 (feet) ADJUSTED EA1177 ___________________________________________________________________ EA1177 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EA1177 GEOID HEIGHT- -37.21 (meters) GEOID03 EA1177 DYNAMIC HT - 11.853 (meters) 38.89 (feet) COMP EA1177 MODELED GRAV- 979,697.4 (mgal) NAVD 88 EA1177 EA1177 HORZ ORDER - SECOND EA1177 VERT ORDER - FIRST CLASS II EA1177 EA1177.The North Carolina HARNS have been completed but, EA1177.due to contractual restrictions, coordinates for these stations EA1177.will NOT be published in the near future. In the interim, the EA1177.published coordinates in North Carolina will not be EA1177.consistent with the Continuously Operating Reference Stations EA1177.(CORS). The HARN coordinates for these stations are available EA1177.upon request. Contact Gary Thompson(919-733-3836). EA1177. EA1177.In addition, the published North Carolina positions EA1177.(NAD 83 (1986)) are NOT consistent with those determined in EA1177.adjacent state readjustments. The discontinuity between stations EA1177.located in North Carolina and those in adjacent states EA1177.which have been adjusted to the HARN may be as much as 5 EA1177.decimeters. This will result in a significant loss of accuracy EA1177.over lines crossing such state borders. EA1177 EA1177 EA1177.The horizontal coordinates were established by classical geodetic methods EA1177.and adjusted by the National Geodetic Survey in July 1986. EA1177 EA1177.The orthometric height was determined by differential leveling EA1177.and adjusted by the National Geodetic Survey in June 1991. EA1177 EA1177.The Laplace correction was computed from DEFLEC99 derived deflections. EA1177 EA1177.The geoid height was determined by GEOID03. EA1177 EA1177.The dynamic height is computed by dividing the NAVD 88 EA1177.geopotential number by the normal gravity value computed on the EA1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1177.degrees latitude (g = 980.6199 gals.). EA1177 EA1177.The modeled gravity was interpolated from observed gravity values. EA1177 EA1177; North East Units Scale Factor Converg. EA1177;SPC NC - 129,176.986 771,193.312 MT 0.99989116 +1 01 14.2 EA1177;SPC NC - 423,808.16 2,530,156.72 sFT 0.99989116 +1 01 14.2 EA1177;UTM 18 - 3,864,394.128 296,092.207 MT 1.00011247 -1 16 38.4 EA1177 EA1177! - Elev Factor x Scale Factor = Combined Factor EA1177!SPC NC - 1.00000398 x 0.99989116 = 0.99989514 EA1177!UTM 18 - 1.00000398 x 1.00011247 = 1.00011645 EA1177 EA1177: Primary Azimuth Mark Grid Az EA1177:SPC NC - FOURTH 002 35 44.1 EA1177:UTM 18 - FOURTH 004 53 36.7 EA1177 EA1177|---------------------------------------------------------------------| EA1177| PID Reference Object Distance Geod. Az | EA1177| dddmmss.s | EA1177| EA1176 FOURTH APPROX. 0.6 KM 0033658.3 | EA1177| EA1178 CHEVY 420.274 METERS 1791538.9 | EA1177|---------------------------------------------------------------------| EA1177 EA1177 SUPERSEDED SURVEY CONTROL EA1177 EA1177 NAD 27 - 34 54 04.87511(N) 077 13 55.27672(W) AD( ) 2 EA1177 NGVD 29 (07/19/86) 12.2 (m) 40. (f) VERT ANG EA1177 EA1177.Superseded values are not recommended for survey control. EA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1177.See file dsdata.txt to determine how the superseded data were derived. EA1177 EA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9609264394(NAD 83) EA1177_MARKER: DE = TRAVERSE STATION DISK EA1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1177_SP_SET: CONCRETE POST EA1177_STAMPING: MAYSVILLE 1975 EA1177_MARK LOGO: NCGS EA1177_PROJECTION: RECESSED 3 CENTIMETERS EA1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1177+STABILITY: SURFACE MOTION EA1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1177+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005 EA1177 EA1177 HISTORY - Date Condition Report By EA1177 HISTORY - 1975 MONUMENTED NCGS EA1177 HISTORY - 1979 GOOD NCGS EA1177 HISTORY - 1981 GOOD NCGS EA1177 HISTORY - 19860826 GOOD USPSQD EA1177 HISTORY - 19870401 GOOD USPSQD EA1177 HISTORY - 19910824 GOOD USPSQD EA1177 HISTORY - 20030130 GOOD USPSQD EA1177 HISTORY - 20050728 GOOD USPSQD EA1177 EA1177 STATION DESCRIPTION EA1177 EA1177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1177'MAYSVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1177'IN THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1177' EA1177'MAYSVILLE IS LOCATED IN DOWNTOWN MAYSVILLE AND 13.2 MILES SSE EA1177'OF TRENTON. STATION IS AT THE INTERSECTION OF U.S. 17 AND NC 58, EA1177'IN THE NORTHWEST QUADRANT OF INTERSECTION OF MAIN STREET AND EA1177'EIGHTH STREET. EA1177' EA1177'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1177'MAYSVILLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA1177'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1177' EA1177'MARK IS 27.8 FT W OF C/L OF U.S. 17 (MAIN ST.) EA1177' EA1177'35.0 FT N OF C/L OF 8TH STREET. EA1177' EA1177'7.0 FT NE OF FIRE HYDRANT. EA1177' EA1177'10.1 FT NE OF PP WITH ALUMINUM REF. TAG. EA1177' EA1177'48.0 FT S OF 25 INCH OAK WITH ALUMINUM REF. TAG. EA1177' EA1177'33.1 FT SE OF SE CORNER OF HOUSE. EA1177 EA1177 STATION RECOVERY (1979) EA1177 EA1177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1177'IN MAYSVILLE. EA1177'IN THE NORTHWEST QUADRANT OF THE JUNCTION OF U.S. 17 (MAIN STREET) EA1177'WITH N.C. 58 (EIGHTH STREET) IN MAYSVILLE, 27.8 FEET WEST OF EA1177'CENTERLINE OF HIGHWAY, 35.0 FEET NORTH OF CENTERLINE OF STREET, EA1177'7.0 FEET NORTHEAST OF A FIRE HYDRANT, 10.1 FEET NORTHEAST OF A EA1177'POWER POLE WITH REFERENCE TAG, 48.0 FEET SOUTH OF A 25 INCH OAK EA1177'WITH REFERENCE TAG AND 33.1 FEET SOUTHEAST OF SOUTHEAST CORNER OF EA1177'HOUSE. EA1177'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1177 EA1177 STATION RECOVERY (1981) EA1177 EA1177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (1986) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (1987) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (1991) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (2003) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EA1177'RECOVERED IN GOOD CONDITION. EA1177 EA1177 STATION RECOVERY (2005) EA1177 EA1177'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EA1177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2393 *********************************************************************** EY2393 DESIGNATION - MCDANIEL EY2393 PID - EY2393 EY2393 STATE/COUNTY- NC/JONES EY2393 USGS QUAD - TRENTON (1982) EY2393 EY2393 *CURRENT SURVEY CONTROL EY2393 ___________________________________________________________________ EY2393* NAD 83(1986)- 35 01 09.44486(N) 077 18 09.40223(W) ADJUSTED EY2393* NAVD 88 - 13.1 (meters) 43. (feet) VERTCON EY2393 ___________________________________________________________________ EY2393 LAPLACE CORR- -2.54 (seconds) DEFLEC99 EY2393 GEOID HEIGHT- -37.02 (meters) GEOID03 EY2393 EY2393 HORZ ORDER - SECOND EY2393 EY2393.The North Carolina HARNS have been completed but, EY2393.due to contractual restrictions, coordinates for these stations EY2393.will NOT be published in the near future. In the interim, the EY2393.published coordinates in North Carolina will not be EY2393.consistent with the Continuously Operating Reference Stations EY2393.(CORS). The HARN coordinates for these stations are available EY2393.upon request. Contact Gary Thompson(919-733-3836). EY2393. EY2393.In addition, the published North Carolina positions EY2393.(NAD 83 (1986)) are NOT consistent with those determined in EY2393.adjacent state readjustments. The discontinuity between stations EY2393.located in North Carolina and those in adjacent states EY2393.which have been adjusted to the HARN may be as much as 5 EY2393.decimeters. This will result in a significant loss of accuracy EY2393.over lines crossing such state borders. EY2393 EY2393 EY2393.The horizontal coordinates were established by classical geodetic methods EY2393.and adjusted by the National Geodetic Survey in July 1986. EY2393 EY2393.The NAVD 88 height was computed by applying the VERTCON shift value to EY2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2393 EY2393.The Laplace correction was computed from DEFLEC99 derived deflections. EY2393 EY2393.The geoid height was determined by GEOID03. EY2393 EY2393; North East Units Scale Factor Converg. EY2393;SPC NC - 142,126.688 764,490.298 MT 0.99988078 +0 58 46.9 EY2393;SPC NC - 466,293.98 2,508,165.25 sFT 0.99988078 +0 58 46.9 EY2393;UTM 18 - 3,877,605.575 289,912.725 MT 1.00014399 -1 19 18.6 EY2393 EY2393! - Elev Factor x Scale Factor = Combined Factor EY2393!SPC NC - 1.00000376 x 0.99988078 = 0.99988454 EY2393!UTM 18 - 1.00000376 x 1.00014399 = 1.00014775 EY2393 EY2393: Primary Azimuth Mark Grid Az EY2393:SPC NC - PARK 125 11 31.5 EY2393:UTM 18 - PARK 127 29 37.0 EY2393 EY2393|---------------------------------------------------------------------| EY2393| PID Reference Object Distance Geod. Az | EY2393| dddmmss.s | EY2393| EY2392 PARK APPROX. 1.5 KM 1261018.4 | EY2393|---------------------------------------------------------------------| EY2393 EY2393 SUPERSEDED SURVEY CONTROL EY2393 EY2393 NAD 27 - 35 01 08.87609(N) 077 18 10.55680(W) AD( ) 2 EY2393 NGVD 29 (07/19/86) 13.4 (m) 44. (f) VERT ANG EY2393 EY2393.Superseded values are not recommended for survey control. EY2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2393.See file dsdata.txt to determine how the superseded data were derived. EY2393 EY2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8991377606(NAD 83) EY2393_MARKER: DE = TRAVERSE STATION DISK EY2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2393_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2393_STAMPING: MCDANIEL 1975 EY2393_MARK LOGO: NCGS EY2393_PROJECTION: FLUSH EY2393_MAGNETIC: N = NO MAGNETIC MATERIAL EY2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2393+STABILITY: SURFACE MOTION EY2393 EY2393 HISTORY - Date Condition Report By EY2393 HISTORY - 1975 MONUMENTED NCGS EY2393 HISTORY - 1979 MARK NOT FOUND USGS EY2393 HISTORY - 19820101 GOOD NCGS EY2393 HISTORY - 1987 GOOD USPSQD EY2393 EY2393 STATION DESCRIPTION EY2393 EY2393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2393'MC DANIEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2393'IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2393' EY2393'MC DANIEL IS LOCATED APPROXIMATELY 4.2 MILES SE OF TRENTON, AND EY2393'4.7 MILES WEST OF POLLOCKSVILLE. TO REACH STATION FROM THE JONES EY2393'COUNTY COURTHOUSE IN TRENTON, PROCEED SOUTHEAST ALONG NC 58 FOR EY2393'5.0 MILES TO STATION ON RIGHT, IN THE YARD OF A GREEN HOUSE AND EY2393'NEAR A PRIVATE DRIVE TO FUEL TANKS, AND 0.05 MILE NORTHWEST OF EY2393'INTERSECTION WITH SR 1121 AT OLIVER CROSSROADS. EY2393' EY2393'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2393'MC DANIEL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2393'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EY2393' EY2393'MARK IS 46.8 FT SW OF C/L OF NC 58 EY2393' EY2393'13.6 FT SE OF C/L OF A DRIVE TO FUEL TANKS EY2393' EY2393'8.6 FT NE OF PP WITH ALUMINUM REF. TAG EY2393' EY2393'11.2 FT NW OF 12 IN PECAN TREE WITH ALUMINUM REF. TAG EY2393' EY2393'18.3 FT SW OF TELEPHONE PEDESTAL EY2393 EY2393 STATION RECOVERY (1979) EY2393 EY2393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2393'MARK NOT FOUND. EY2393 EY2393 STATION RECOVERY (1982) EY2393 EY2393'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2393'RECOVERED WITH THE FOLLOWING CORRECTIONS. LOCATED 25.3 M (83.0 FT) EY2393'SOUTHWEST OF THE CENTERLINE OF NC 58, 5.9 M (19.4 FT) SOUTHWEST OF A EY2393'TELEPHONE PEDESTAL, 11.2 M (36.7 FT) SOUTHWEST OF THE WEST END OF A EY2393'DRIVEWAY CULVERT, 23.9 M (78.4 FT) SOUTHEAST OF THE EAST END OF A EY2393'DRIVEWAY CULVERT, 8.7 M (28.5 FT) WEST OF A CONCRETE RIGHT-OF-WAY EY2393'MARKER--AND 3.4 M (11.2 FT) NORTHWEST OF A 12-INCH PECAN, 4.9 M (16.1 EY2393'FT) NORTHEAST OF A 10-INCH CEDAR--BOTH WITH REFERENCE TAGS. EY2393 EY2393 STATION RECOVERY (1987) EY2393 EY2393'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EY2393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2165 *********************************************************************** EA2165 DESIGNATION - MEADOWS EA2165 PID - EA2165 EA2165 STATE/COUNTY- NC/JONES EA2165 USGS QUAD - MAYSVILLE (1994) EA2165 EA2165 *CURRENT SURVEY CONTROL EA2165 ___________________________________________________________________ EA2165* NAD 83(1986)- 34 53 56.28489(N) 077 13 19.99430(W) ADJUSTED EA2165* NAVD 88 - 10.2 (meters) 33. (feet) VERTCON EA2165 ___________________________________________________________________ EA2165 LAPLACE CORR- -2.37 (seconds) DEFLEC99 EA2165 GEOID HEIGHT- -37.22 (meters) GEOID03 EA2165 EA2165 HORZ ORDER - SECOND EA2165 EA2165.The North Carolina HARNS have been completed but, EA2165.due to contractual restrictions, coordinates for these stations EA2165.will NOT be published in the near future. In the interim, the EA2165.published coordinates in North Carolina will not be EA2165.consistent with the Continuously Operating Reference Stations EA2165.(CORS). The HARN coordinates for these stations are available EA2165.upon request. Contact Gary Thompson(919-733-3836). EA2165. EA2165.In addition, the published North Carolina positions EA2165.(NAD 83 (1986)) are NOT consistent with those determined in EA2165.adjacent state readjustments. The discontinuity between stations EA2165.located in North Carolina and those in adjacent states EA2165.which have been adjusted to the HARN may be as much as 5 EA2165.decimeters. This will result in a significant loss of accuracy EA2165.over lines crossing such state borders. EA2165 EA2165 EA2165.The horizontal coordinates were established by classical geodetic methods EA2165.and adjusted by the National Geodetic Survey in July 1986. EA2165 EA2165.The NAVD 88 height was computed by applying the VERTCON shift value to EA2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2165 EA2165.The Laplace correction was computed from DEFLEC99 derived deflections. EA2165 EA2165.The geoid height was determined by GEOID03. EA2165 EA2165; North East Units Scale Factor Converg. EA2165;SPC NC - 128,910.231 772,064.344 MT 0.99989143 +1 01 33.9 EA2165;SPC NC - 422,932.98 2,533,014.44 sFT 0.99989143 +1 01 33.9 EA2165;UTM 18 - 3,864,092.596 296,952.031 MT 1.00010816 -1 16 18.6 EA2165 EA2165! - Elev Factor x Scale Factor = Combined Factor EA2165!SPC NC - 1.00000424 x 0.99989143 = 0.99989567 EA2165!UTM 18 - 1.00000424 x 1.00010816 = 1.00011241 EA2165 EA2165: Primary Azimuth Mark Grid Az EA2165:SPC NC - MAPLE 309 10 48.5 EA2165:UTM 18 - MAPLE 311 28 41.0 EA2165 EA2165|---------------------------------------------------------------------| EA2165| PID Reference Object Distance Geod. Az | EA2165| dddmmss.s | EA2165| EA2167 MAPLE 464.017 METERS 3101222.4 | EA2165|---------------------------------------------------------------------| EA2165 EA2165 SUPERSEDED SURVEY CONTROL EA2165 EA2165 NAD 27 - 34 53 55.71413(N) 077 13 21.15943(W) AD( ) 2 EA2165 NGVD 29 (07/19/86) 10.5 (m) 34. (f) VERT ANG EA2165 EA2165.Superseded values are not recommended for survey control. EA2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2165.See file dsdata.txt to determine how the superseded data were derived. EA2165 EA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9695264093(NAD 83) EA2165_MARKER: DE = TRAVERSE STATION DISK EA2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2165_STAMPING: MEADOWS 1975 EA2165_MARK LOGO: NCGS EA2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2165+STABILITY: SURFACE MOTION EA2165 EA2165 HISTORY - Date Condition Report By EA2165 HISTORY - 1975 MONUMENTED NCGS EA2165 HISTORY - 19910824 GOOD USPSQD EA2165 EA2165 STATION DESCRIPTION EA2165 EA2165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2165'MEADOWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2165'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2165' EA2165'MAYSVILLE IS LOCATED APPROXIMATELY 0.7 MILE SOUTHEAST OF EA2165'MAYSVILLE. TO REACH STATION FROM THE INTERSECTION OF U.S. 17 EA2165'WITH NC 58 AT MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR EA2165'0.65 MILE TO STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF THE EA2165'YARD AREA OF THE MEADOWS FAMILY RESIDENCE, AND OPPOSITE A EA2165'MAYSVILLE CITY LIMITS SIGN. EA2165' EA2165'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2165'MEADOWS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2165'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA2165' EA2165'MARK IS 40.1 FT NE OF C/L OF CN 58. EA2165' EA2165'73.7 FT SE OF C/L OF DRIVEWAY TO MEADOWS RESIDENCE EA2165' EA2165'16.3 FT NE OF MAYSVILLE CITY LIMITS SIGN WITH ALUMINUM REF. TAG. EA2165' EA2165'33.3 FT SE OF 10 INCH PEAR TREE IN YARD. EA2165' EA2165'59.4 FT SW OF 10 INCH CHINABERRY TREE IN YARD. EA2165' EA2165'117.7 FT NW OF FIRE HYDRAN. EA2165 EA2165 STATION RECOVERY (1991) EA2165 EA2165'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2165'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4673 *********************************************************************** AH4673 DESIGNATION - METHODIST AH4673 PID - AH4673 AH4673 STATE/COUNTY- NC/JONES AH4673 USGS QUAD - POLLOCKSVILLE (1994) AH4673 AH4673 *CURRENT SURVEY CONTROL AH4673 ___________________________________________________________________ AH4673* NAD 83(1986)- 35 00 16.08761(N) 077 13 18.08274(W) ADJUSTED AH4673* NAVD 88 - 8.2 (meters) 27. (feet) VERTCON AH4673 ___________________________________________________________________ AH4673 LAPLACE CORR- -2.75 (seconds) DEFLEC99 AH4673 GEOID HEIGHT- -37.17 (meters) GEOID03 AH4673 AH4673 HORZ ORDER - SECOND AH4673 AH4673.The North Carolina HARNS have been completed but, AH4673.due to contractual restrictions, coordinates for these stations AH4673.will NOT be published in the near future. In the interim, the AH4673.published coordinates in North Carolina will not be AH4673.consistent with the Continuously Operating Reference Stations AH4673.(CORS). The HARN coordinates for these stations are available AH4673.upon request. Contact Gary Thompson(919-733-3836). AH4673. AH4673.In addition, the published North Carolina positions AH4673.(NAD 83 (1986)) are NOT consistent with those determined in AH4673.adjacent state readjustments. The discontinuity between stations AH4673.located in North Carolina and those in adjacent states AH4673.which have been adjusted to the HARN may be as much as 5 AH4673.decimeters. This will result in a significant loss of accuracy AH4673.over lines crossing such state borders. AH4673 AH4673 AH4673.The horizontal coordinates were established by classical geodetic methods AH4673.and adjusted by the National Geodetic Survey in October 1998. AH4673 AH4673.The NAVD 88 height was computed by applying the VERTCON shift value to AH4673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4673 AH4673.The Laplace correction was computed from DEFLEC99 derived deflections. AH4673 AH4673.The geoid height was determined by GEOID03. AH4673 AH4673; North East Units Scale Factor Converg. AH4673;SPC NC - 140,612.113 771,903.231 MT 0.99988185 +1 01 35.0 AH4673;SPC NC - 461,324.91 2,532,485.85 sFT 0.99988185 +1 01 35.0 AH4673;UTM 18 - 3,875,794.106 297,260.651 MT 1.00010660 -1 16 29.6 AH4673 AH4673! - Elev Factor x Scale Factor = Combined Factor AH4673!SPC NC - 1.00000456 x 0.99988185 = 0.99988640 AH4673!UTM 18 - 1.00000456 x 1.00010660 = 1.00011116 AH4673 AH4673 SUPERSEDED SURVEY CONTROL AH4673 AH4673 NGVD 29 (10/29/98) 8.5 (m) 28. (f) VERT ANG AH4673 AH4673.Superseded values are not recommended for survey control. AH4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4673.See file dsdata.txt to determine how the superseded data were derived. AH4673 AH4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9726175794(NAD 83) AH4673_MARKER: DE = TRAVERSE STATION DISK AH4673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4673_STAMPING: METHODIST 1981 AH4673_MARK LOGO: NCGS AH4673_PROJECTION: FLUSH AH4673_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4673+STABILITY: SURFACE MOTION AH4673 AH4673 HISTORY - Date Condition Report By AH4673 HISTORY - 1981 MONUMENTED NCGS AH4673 AH4673 STATION DESCRIPTION AH4673 AH4673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4673'STATION IS LOCATED IN POLLOCKSVILLE. AT THE INTERSECTION OF MAIN AH4673'STREET (US 17) AND GREEN HILL STREET, IN FRONT OF THE UNITED METHODIST AH4673'CHURCH, AND 0.80 KM (0.50 MI) NORTH OF NC 58. MARK IS RECESSED 2 AH4673'INCHES BELOW GROUND. LOCATED 6.2 M (20.3 FT) SOUTHEAST OF THE AH4673'CENTERLINE OF MAIN STREET, 24.0 M (78.7 FT) SOUTHWEST OF THE AH4673'PROLONGATION OF THE CENTERLINE OF CHURCH STREET, 25.4 M (83.3 FT) AH4673'NORTHWEST OF THE WEST CORNER OF THE CHURCH, 7.9 M (25.9 FT) SOUTHWEST AH4673'OF THE WEST POST OF THE CHURCH SIGN--AND 12.7 M (41.7 FT) NORTH OF A AH4673'TELEPHONE POLE, AND 16.4 M (53.8 FT) SOUTHWEST OF A TELEPHONE AH4673'POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2166 *********************************************************************** EA2166 DESIGNATION - MONETTE EA2166 PID - EA2166 EA2166 STATE/COUNTY- NC/JONES EA2166 USGS QUAD - MAYSVILLE (1994) EA2166 EA2166 *CURRENT SURVEY CONTROL EA2166 ___________________________________________________________________ EA2166* NAD 83(1986)- 34 59 53.54497(N) 077 13 29.95477(W) ADJUSTED EA2166* NAVD 88 - 8.9 (meters) 29. (feet) VERTCON EA2166 ___________________________________________________________________ EA2166 LAPLACE CORR- -2.78 (seconds) DEFLEC99 EA2166 GEOID HEIGHT- -37.17 (meters) GEOID03 EA2166 EA2166 HORZ ORDER - SECOND EA2166 EA2166.The North Carolina HARNS have been completed but, EA2166.due to contractual restrictions, coordinates for these stations EA2166.will NOT be published in the near future. In the interim, the EA2166.published coordinates in North Carolina will not be EA2166.consistent with the Continuously Operating Reference Stations EA2166.(CORS). The HARN coordinates for these stations are available EA2166.upon request. Contact Gary Thompson(919-733-3836). EA2166. EA2166.In addition, the published North Carolina positions EA2166.(NAD 83 (1986)) are NOT consistent with those determined in EA2166.adjacent state readjustments. The discontinuity between stations EA2166.located in North Carolina and those in adjacent states EA2166.which have been adjusted to the HARN may be as much as 5 EA2166.decimeters. This will result in a significant loss of accuracy EA2166.over lines crossing such state borders. EA2166 EA2166 EA2166.The horizontal coordinates were established by classical geodetic methods EA2166.and adjusted by the National Geodetic Survey in July 1986. EA2166 EA2166.The NAVD 88 height was computed by applying the VERTCON shift value to EA2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2166 EA2166.The Laplace correction was computed from DEFLEC99 derived deflections. EA2166 EA2166.The geoid height was determined by GEOID03. EA2166 EA2166; North East Units Scale Factor Converg. EA2166;SPC NC - 139,912.227 771,614.702 MT 0.99988233 +1 01 28.1 EA2166;SPC NC - 459,028.70 2,531,539.23 sFT 0.99988233 +1 01 28.1 EA2166;UTM 18 - 3,875,106.214 296,944.181 MT 1.00010819 -1 16 35.7 EA2166 EA2166! - Elev Factor x Scale Factor = Combined Factor EA2166!SPC NC - 1.00000444 x 0.99988233 = 0.99988677 EA2166!UTM 18 - 1.00000444 x 1.00010819 = 1.00011263 EA2166 EA2166: Primary Azimuth Mark Grid Az EA2166:SPC NC - TEMPLE 194 00 27.9 EA2166:UTM 18 - TEMPLE 196 18 31.7 EA2166 EA2166|---------------------------------------------------------------------| EA2166| PID Reference Object Distance Geod. Az | EA2166| dddmmss.s | EA2166| EA1167 TEMPLE APPROX. 0.7 KM 1950156.0 | EA2166|---------------------------------------------------------------------| EA2166 EA2166 SUPERSEDED SURVEY CONTROL EA2166 EA2166 NAD 27 - 34 59 52.97831(N) 077 13 31.11850(W) AD( ) 2 EA2166 NGVD 29 (07/19/86) 9.2 (m) 30. (f) VERT ANG EA2166 EA2166.Superseded values are not recommended for survey control. EA2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2166.See file dsdata.txt to determine how the superseded data were derived. EA2166 EA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9694475106(NAD 83) EA2166_MARKER: DE = TRAVERSE STATION DISK EA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2166_STAMPING: MONETTE 1975 EA2166_MARK LOGO: NCGS EA2166_PROJECTION: FLUSH EA2166_MAGNETIC: N = NO MAGNETIC MATERIAL EA2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2166+STABILITY: SURFACE MOTION EA2166 EA2166 HISTORY - Date Condition Report By EA2166 HISTORY - 1975 MONUMENTED NCGS EA2166 HISTORY - 1977 MARK NOT FOUND NCGS EA2166 HISTORY - 19820101 SEE DESCRIPTION NCGS EA2166 EA2166 STATION DESCRIPTION EA2166 EA2166'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2166'MONETTE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA2166'IN THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA2166' EA2166'MONETTE IS LOCATED APPROXIMATELY 0.5 MILE SSW OF POLLOCKSVILLE, EA2166'AND 8.6 MILES ESE OF TRENTON. STATION IS LOCATED AT THE EA2166'INTERSECTION OF U.S. 17 WITH NC 58 ON SOUTH SIDE OF POLLOCKSVILLE, EA2166'IN THE TRIANGLE SHAPED TRAFFIC ISLAND IN THE NORTHWEST QUADRANT, EA2166'AND ACROSS HIGHWAY FROM MONETTE AND DAUGHTERS STORE. EA2166' EA2166'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2166'MONETTE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2166'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA2166' EA2166'MARK IS 36.1 FT W OF C/L OF U.S. 17. EA2166' EA2166'18.5 FT N OF C/L OF U.S. 58 EA2166' EA2166'39.4 FT NE OF A STOP SIGN WITH ALUMINUM REF. TAG. EA2166' EA2166'106.0 FT E OF PP. EA2166' EA2166'98.3 FT S OF 21 IN CEDAR TREE WITH ALUMINUM REF. TAG. EA2166 EA2166 STATION RECOVERY (1977) EA2166 EA2166'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (CEH) EA2166'THE STATION WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION. EA2166 EA2166 STATION RECOVERY (1982) EA2166 EA2166'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA2166'AS PER A 1977 REPORT, THE STATION WAS SEARCHED FOR BUT NOT FOUND, AND EA2166'HAS PROBABLY BEEN DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4676 *********************************************************************** AH4676 DESIGNATION - MURPHY AH4676 PID - AH4676 AH4676 STATE/COUNTY- NC/JONES AH4676 USGS QUAD - POLLOCKSVILLE (1994) AH4676 AH4676 *CURRENT SURVEY CONTROL AH4676 ___________________________________________________________________ AH4676* NAD 83(1986)- 35 01 45.55211(N) 077 12 44.66101(W) ADJUSTED AH4676* NAVD 88 - 9.29 (+/-2cm) 30.5 (feet) VERTCON AH4676 ___________________________________________________________________ AH4676 LAPLACE CORR- -2.56 (seconds) DEFLEC99 AH4676 GEOID HEIGHT- -37.15 (meters) GEOID03 AH4676 AH4676 HORZ ORDER - SECOND AH4676 VERT ORDER - THIRD (See Below) AH4676 AH4676.The North Carolina HARNS have been completed but, AH4676.due to contractual restrictions, coordinates for these stations AH4676.will NOT be published in the near future. In the interim, the AH4676.published coordinates in North Carolina will not be AH4676.consistent with the Continuously Operating Reference Stations AH4676.(CORS). The HARN coordinates for these stations are available AH4676.upon request. Contact Gary Thompson(919-733-3836). AH4676. AH4676.In addition, the published North Carolina positions AH4676.(NAD 83 (1986)) are NOT consistent with those determined in AH4676.adjacent state readjustments. The discontinuity between stations AH4676.located in North Carolina and those in adjacent states AH4676.which have been adjusted to the HARN may be as much as 5 AH4676.decimeters. This will result in a significant loss of accuracy AH4676.over lines crossing such state borders. AH4676 AH4676 AH4676.The horizontal coordinates were established by classical geodetic methods AH4676.and adjusted by the National Geodetic Survey in October 1998. AH4676 AH4676.The NAVD 88 height was computed by applying the VERTCON shift value to AH4676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4676.The vertical order pertains to the NGVD 29 superseded value. AH4676 AH4676.The Laplace correction was computed from DEFLEC99 derived deflections. AH4676 AH4676.The geoid height was determined by GEOID03. AH4676 AH4676; North East Units Scale Factor Converg. AH4676;SPC NC - 143,383.576 772,700.812 MT 0.99988009 +1 01 54.3 AH4676;SPC NC - 470,417.62 2,535,102.58 sFT 0.99988009 +1 01 54.3 AH4676;UTM 18 - 3,878,531.912 298,169.097 MT 1.00010207 -1 16 13.2 AH4676 AH4676! - Elev Factor x Scale Factor = Combined Factor AH4676!SPC NC - 1.00000437 x 0.99988009 = 0.99988446 AH4676!UTM 18 - 1.00000437 x 1.00010207 = 1.00010644 AH4676 AH4676|---------------------------------------------------------------------| AH4676| PID Reference Object Distance Geod. Az | AH4676| dddmmss.s | AH4676| EY1543 K 214 31.843 METERS 20458 | AH4676|---------------------------------------------------------------------| AH4676 AH4676 SUPERSEDED SURVEY CONTROL AH4676 AH4676 NGVD 29 (10/29/98) 9.61 (m) 31.5 (f) LEVELING 3 AH4676 AH4676.Superseded values are not recommended for survey control. AH4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4676.See file dsdata.txt to determine how the superseded data were derived. AH4676 AH4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9816978532(NAD 83) AH4676_MARKER: DE = TRAVERSE STATION DISK AH4676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4676_STAMPING: MURPHY 1981 AH4676_MARK LOGO: NCGS AH4676_PROJECTION: FLUSH AH4676_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4676+STABILITY: SURFACE MOTION AH4676 AH4676 HISTORY - Date Condition Report By AH4676 HISTORY - 1981 MONUMENTED NCGS AH4676 AH4676 STATION DESCRIPTION AH4676 AH4676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4676'STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) NORTH-NORTHEAST OF AH4676'POLLOCKSVILLE AND 17.86 KM (11.10 MI) SOUTHWEST OF NEW BERN. ALONG US AH4676'17 FOR 3.7 KM (2.3 MI) NORTH FROM NC 58, AT THE NORTHEAST END OF SR AH4676'1336 (LOOP RD), IN THE HIGHWAY SHOULDER. MARK IS RECESSED 4 INCHES AH4676'BELOW GROUND. LOCATED 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF AH4676'THE HIGHWAY, 7.8 M (25.6 FT) SOUTHEAST OF THE CENTERLINE OF SR AH4676'1336--AND 21.0 M (68.9 FT) SOUTHEAST OF A POWER POLE (475), 25.0 M AH4676'(82.0 FT) WEST OF A TELEPHONE POLE (48) --BOTH WITH REFERENCE TAGS. AH4676'BENCH MARK--K 214--IS SOUTH-SOUTHWEST OF THE STATION, ABOUT 91.4 M AH4676'(299.9 FT) SOUTHWEST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AH4676'WITH SR 1336. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4183 *********************************************************************** EY4183 DESIGNATION - MUSSELSHELL EY4183 PID - EY4183 EY4183 STATE/COUNTY- NC/JONES EY4183 USGS QUAD - TRENTON (1982) EY4183 EY4183 *CURRENT SURVEY CONTROL EY4183 ___________________________________________________________________ EY4183* NAD 83(1986)- 35 05 33.46697(N) 077 19 59.50808(W) ADJUSTED EY4183* NAVD 88 - 13.2 (meters) 43. (feet) VERTCON EY4183 ___________________________________________________________________ EY4183 LAPLACE CORR- -2.41 (seconds) DEFLEC99 EY4183 GEOID HEIGHT- -36.87 (meters) GEOID03 EY4183 EY4183 HORZ ORDER - SECOND EY4183 EY4183.The North Carolina HARNS have been completed but, EY4183.due to contractual restrictions, coordinates for these stations EY4183.will NOT be published in the near future. In the interim, the EY4183.published coordinates in North Carolina will not be EY4183.consistent with the Continuously Operating Reference Stations EY4183.(CORS). The HARN coordinates for these stations are available EY4183.upon request. Contact Gary Thompson(919-733-3836). EY4183. EY4183.In addition, the published North Carolina positions EY4183.(NAD 83 (1986)) are NOT consistent with those determined in EY4183.adjacent state readjustments. The discontinuity between stations EY4183.located in North Carolina and those in adjacent states EY4183.which have been adjusted to the HARN may be as much as 5 EY4183.decimeters. This will result in a significant loss of accuracy EY4183.over lines crossing such state borders. EY4183 EY4183 EY4183.The horizontal coordinates were established by classical geodetic methods EY4183.and adjusted by the National Geodetic Survey in August 1990. EY4183 EY4183.The NAVD 88 height was computed by applying the VERTCON shift value to EY4183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4183 EY4183.The Laplace correction was computed from DEFLEC99 derived deflections. EY4183 EY4183.The geoid height was determined by GEOID03. EY4183 EY4183; North East Units Scale Factor Converg. EY4183;SPC NC - 150,213.660 761,563.050 MT 0.99987643 +0 57 43.3 EY4183;SPC NC - 492,825.98 2,498,561.44 sFT 0.99987643 +0 57 43.3 EY4183;UTM 18 - 3,885,805.863 287,312.059 MT 1.00015754 -1 20 30.7 EY4183 EY4183! - Elev Factor x Scale Factor = Combined Factor EY4183!SPC NC - 1.00000371 x 0.99987643 = 0.99988014 EY4183!UTM 18 - 1.00000371 x 1.00015754 = 1.00016125 EY4183 EY4183 SUPERSEDED SURVEY CONTROL EY4183 EY4183 NGVD 29 (08/13/90) 13.6 (m) 45. (f) VERT ANG EY4183 EY4183.Superseded values are not recommended for survey control. EY4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4183.See file dsdata.txt to determine how the superseded data were derived. EY4183 EY4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8731285806(NAD 83) EY4183_MARKER: DE = TRAVERSE STATION DISK EY4183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4183_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4183_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4183+STABILITY: SURFACE MOTION EY4183 EY4183 HISTORY - Date Condition Report By EY4183 HISTORY - 1978 MONUMENTED NCGS EY4183 EY4183 STATION DESCRIPTION EY4183 EY4183'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4183'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTHEAST OF TRENTON EY4183'AND 6.6 MILES SOUTH OF COVE CITY. EY4183' EY4183'TO REACH STATION FROM INTERSECTION OF SR 1002 WITH SR 1001 AT JARMANS EY4183'CROSSROADS, PROCEED EAST-SOUTHEAST ALONG SR 1002, FOR 0.6 MILE TO EY4183'STATION ON THE LEFT AT CORNER OF WOODS, AND 0.1 MILE NORTHWEST OF THE EY4183'INTERSECTION WITH SR 1321 NORTHEAST. EY4183' EY4183'STATION MARK IS A STANDARD DISK STAMPED---MUSSELSHELL 1978---,SET IN EY4183'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS PROJECTING 3 INCHES ABOVE EY4183'GROUND SURFACE. THE MARK IS 42.2 FEET NORTHEAST OF CENTERLINE OF EY4183'SR 1002 AND 4.6 FEET EAST-SOUTHEAST OF 10 INCH PINE, 4.2 FEET NORTH EY4183'OF 8 INCH PINE AND 131.9 FEET NORTHWEST OF POWER POLE 95 ALL WITH EY4183'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2590 *********************************************************************** EY2590 DESIGNATION - NEST EY2590 PID - EY2590 EY2590 STATE/COUNTY- NC/JONES EY2590 USGS QUAD - COMFORT (1980) EY2590 EY2590 *CURRENT SURVEY CONTROL EY2590 ___________________________________________________________________ EY2590* NAD 83(1986)- 35 00 30.65804(N) 077 33 43.60129(W) ADJUSTED EY2590* NAVD 88 - 20.799 (meters) 68.24 (feet) ADJUSTED EY2590 ___________________________________________________________________ EY2590 LAPLACE CORR- -3.22 (seconds) DEFLEC99 EY2590 GEOID HEIGHT- -36.60 (meters) GEOID03 EY2590 DYNAMIC HT - 20.780 (meters) 68.18 (feet) COMP EY2590 MODELED GRAV- 979,706.7 (mgal) NAVD 88 EY2590 EY2590 HORZ ORDER - SECOND EY2590 VERT ORDER - SECOND CLASS I EY2590 EY2590.The North Carolina HARNS have been completed but, EY2590.due to contractual restrictions, coordinates for these stations EY2590.will NOT be published in the near future. In the interim, the EY2590.published coordinates in North Carolina will not be EY2590.consistent with the Continuously Operating Reference Stations EY2590.(CORS). The HARN coordinates for these stations are available EY2590.upon request. Contact Gary Thompson(919-733-3836). EY2590. EY2590.In addition, the published North Carolina positions EY2590.(NAD 83 (1986)) are NOT consistent with those determined in EY2590.adjacent state readjustments. The discontinuity between stations EY2590.located in North Carolina and those in adjacent states EY2590.which have been adjusted to the HARN may be as much as 5 EY2590.decimeters. This will result in a significant loss of accuracy EY2590.over lines crossing such state borders. EY2590 EY2590 EY2590.The horizontal coordinates were established by classical geodetic methods EY2590.and adjusted by the National Geodetic Survey in July 1986. EY2590 EY2590.The orthometric height was determined by differential leveling EY2590.and adjusted by the National Geodetic Survey in September 2005. EY2590 EY2590.The Laplace correction was computed from DEFLEC99 derived deflections. EY2590 EY2590.The geoid height was determined by GEOID03. EY2590 EY2590.The dynamic height is computed by dividing the NAVD 88 EY2590.geopotential number by the normal gravity value computed on the EY2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2590.degrees latitude (g = 980.6199 gals.). EY2590 EY2590.The modeled gravity was interpolated from observed gravity values. EY2590 EY2590; North East Units Scale Factor Converg. EY2590;SPC NC - 140,557.722 740,829.696 MT 0.99988155 +0 49 47.7 EY2590;SPC NC - 461,146.46 2,430,538.76 sFT 0.99988155 +0 49 47.7 EY2590;UTM 18 - 3,876,987.625 266,200.467 MT 1.00027374 -1 28 14.0 EY2590 EY2590! - Elev Factor x Scale Factor = Combined Factor EY2590!SPC NC - 1.00000248 x 0.99988155 = 0.99988403 EY2590!UTM 18 - 1.00000248 x 1.00027374 = 1.00027622 EY2590 EY2590: Primary Azimuth Mark Grid Az EY2590:SPC NC - BROWNJO 124 18 05.3 EY2590:UTM 18 - BROWNJO 126 36 07.0 EY2590 EY2590|---------------------------------------------------------------------| EY2590| PID Reference Object Distance Geod. Az | EY2590| dddmmss.s | EY2590| EY2589 BROWNJO APPROX. 1.4 KM 1250753.0 | EY2590| EY2591 EAGLE APPROX. 0.5 KM 3015405.6 | EY2590|---------------------------------------------------------------------| EY2590 EY2590 SUPERSEDED SURVEY CONTROL EY2590 EY2590 NAD 27 - 35 00 30.07402(N) 077 33 44.71954(W) AD( ) 2 EY2590 NGVD 29 (07/19/86) 21.1 (m) 69. (f) VERT ANG EY2590 EY2590.Superseded values are not recommended for survey control. EY2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2590.See file dsdata.txt to determine how the superseded data were derived. EY2590 EY2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6620076988(NAD 83) EY2590_MARKER: DE = TRAVERSE STATION DISK EY2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2590_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2590_STAMPING: NEST 1975 EY2590_MARK LOGO: NCGS EY2590_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2590+STABILITY: SURFACE MOTION EY2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2590+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004 EY2590 EY2590 HISTORY - Date Condition Report By EY2590 HISTORY - 1975 MONUMENTED NCGS EY2590 HISTORY - 20040911 GOOD GEOCAC EY2590 HISTORY - 20040911 GOOD NCGS EY2590 EY2590 STATION DESCRIPTION EY2590 EY2590'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2590'NEST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2590'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2590' EY2590'NEST IS LOCATED APPROXIMATELY 7.7 MILES NORTH OF RICHLANDS, AND EY2590'12.5 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2590'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2590'ALONG NC 41 FOR 4.4 MILES TO STATION ON LEFT, AT A TP PEDESTAL EY2590'NEAR DRIVEWAY ENTRANCE TO AN OLD HOUSE, ACROSS HIGHWAY FROM EAGLE EY2590'NEST POWER SUBSTATION, AND 0.25 MILE EAST OF INTERSECTION WITH EY2590'SR 1141 (S). EY2590' EY2590'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED NEST EY2590'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EY2590'FLUSH WITH THE SURFACE OF THE GROUND. EY2590' EY2590'MARK IS 31.0 FT NE OF C/L OF NC 41 EY2590' EY2590'16.7 FT NW OF C/L OF DRIVEWAY EY2590' EY2590'2.8 FT NW OF TELEPHONE PEDESTAL EY2590' EY2590'18.9 FT SW OF PP EY2590' EY2590'69.7 FT N OF 12 IN PINE TREE WITH ALUMINUM REF. TAG EY2590' EY2590'44.8 FT W OF 10 IN OAK TREE EY2590 EY2590 STATION RECOVERY (2004) EY2590 EY2590'RECOVERY NOTE BY GEOCACHING 2004 (JBW) EY2590'RECOVERED IN GOOD CONDITION. EY2590 EY2590 STATION RECOVERY (2004) EY2590 EY2590'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EY2590'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. MARK IS EY2590'ABOUT 0.5-FT LOWER THAN NC 41. LOCATED 2.8 FT (0.9 M) NORTHWEST OF EY2590'TELEPHONE PEDESTAL (224N) . 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2398 *********************************************************************** EY2398 DESIGNATION - NEWS EY2398 PID - EY2398 EY2398 STATE/COUNTY- NC/JONES EY2398 USGS QUAD - TRENTON (1982) EY2398 EY2398 *CURRENT SURVEY CONTROL EY2398 ___________________________________________________________________ EY2398* NAD 83(1986)- 35 02 11.95845(N) 077 20 36.43449(W) ADJUSTED EY2398* NAVD 88 - 13.4 (meters) 44. (feet) VERTCON EY2398 ___________________________________________________________________ EY2398 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EY2398 GEOID HEIGHT- -36.93 (meters) GEOID03 EY2398 EY2398 HORZ ORDER - SECOND EY2398 EY2398.The North Carolina HARNS have been completed but, EY2398.due to contractual restrictions, coordinates for these stations EY2398.will NOT be published in the near future. In the interim, the EY2398.published coordinates in North Carolina will not be EY2398.consistent with the Continuously Operating Reference Stations EY2398.(CORS). The HARN coordinates for these stations are available EY2398.upon request. Contact Gary Thompson(919-733-3836). EY2398. EY2398.In addition, the published North Carolina positions EY2398.(NAD 83 (1986)) are NOT consistent with those determined in EY2398.adjacent state readjustments. The discontinuity between stations EY2398.located in North Carolina and those in adjacent states EY2398.which have been adjusted to the HARN may be as much as 5 EY2398.decimeters. This will result in a significant loss of accuracy EY2398.over lines crossing such state borders. EY2398 EY2398 EY2398.The horizontal coordinates were established by classical geodetic methods EY2398.and adjusted by the National Geodetic Survey in July 1986. EY2398 EY2398.The NAVD 88 height was computed by applying the VERTCON shift value to EY2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2398 EY2398.The Laplace correction was computed from DEFLEC99 derived deflections. EY2398 EY2398.The geoid height was determined by GEOID03. EY2398 EY2398; North East Units Scale Factor Converg. EY2398;SPC NC - 143,989.710 760,731.589 MT 0.99987960 +0 57 22.0 EY2398;SPC NC - 472,406.24 2,495,833.55 sFT 0.99987960 +0 57 22.0 EY2398;UTM 18 - 3,879,618.603 286,230.866 MT 1.00016323 -1 20 45.2 EY2398 EY2398! - Elev Factor x Scale Factor = Combined Factor EY2398!SPC NC - 1.00000370 x 0.99987960 = 0.99988330 EY2398!UTM 18 - 1.00000370 x 1.00016323 = 1.00016693 EY2398 EY2398: Primary Azimuth Mark Grid Az EY2398:SPC NC - LOFTON 104 42 54.3 EY2398:UTM 18 - LOFTON 107 01 01.5 EY2398 EY2398|---------------------------------------------------------------------| EY2398| PID Reference Object Distance Geod. Az | EY2398| dddmmss.s | EY2398| EY2397 LOFTON 456.651 METERS 1054016.3 | EY2398|---------------------------------------------------------------------| EY2398 EY2398 SUPERSEDED SURVEY CONTROL EY2398 EY2398 NAD 27 - 35 02 11.38836(N) 077 20 37.58411(W) AD( ) 2 EY2398 NGVD 29 (07/19/86) 13.7 (m) 45. (f) VERT ANG EY2398 EY2398.Superseded values are not recommended for survey control. EY2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2398.See file dsdata.txt to determine how the superseded data were derived. EY2398 EY2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8623179619(NAD 83) EY2398_MARKER: DE = TRAVERSE STATION DISK EY2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2398_STAMPING: NEWS 1975 EY2398_MARK LOGO: NCGS EY2398_PROJECTION: FLUSH EY2398_MAGNETIC: N = NO MAGNETIC MATERIAL EY2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2398+STABILITY: SURFACE MOTION EY2398 EY2398 HISTORY - Date Condition Report By EY2398 HISTORY - 1975 MONUMENTED NCGS EY2398 HISTORY - 1979 MARK NOT FOUND USGS EY2398 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2398 EY2398 STATION DESCRIPTION EY2398 EY2398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2398'NEWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2398'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2398' EY2398'NEWS IS LOCATED APPROXIMATELY 2.0 MILES SSE OF TRENTON. TO EY2398'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, EY2398'PROCEED SOUTH AND EAST ALONG NC 58 FOR 2.2 MILES TO STATION ON EY2398'RIGHT IN A WOODED LOT, AND ACROSS HIGHWAY FROM A FARM HOUSE, 0.5 EY2398'MILE EAST OF INTERSECTION WITH SR 1324, AND 0.3 MILE WEST OF EY2398'INTERSECTION WITH SR 1325 (N). EY2398' EY2398'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2398'NEWS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2398'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2398' EY2398'MARK IS 39.1 FT SSW OF C/L OF NC 58 EY2398' EY2398'3.0 FT SW OF FENCE EY2398' EY2398'81.4 FT NW OF SUPPORT POLE FOR A FENCE WITH ALUMINUM REF. TAG EY2398' EY2398'104.5 FT W OF PP WITH ALUMINUM REF. TAG EY2398' EY2398'68.7 FT SE OF 15 IN PINE TREE WITH ALUMINUM REF. TAG EY2398' EY2398'128.2 FT SE OF PP WITH ALUMINUM REF. TAG EY2398 EY2398 STATION RECOVERY (1979) EY2398 EY2398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2398'MARK NOT FOUND. EY2398 EY2398 STATION RECOVERY (1982) EY2398 EY2398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2398'THE STATION HAS BEEN DESTROYED BY GRADING. THE STATION WAS SEARCHED EY2398'FOR BY INSTRUMENT MEASUREMENTS AFTER THE INITIAL SEARCH. THE EY2398'REALIGNMENT OF THE HIGHWAY CAUSED THE DESTRUCTION OF THE MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4184 *********************************************************************** EY4184 DESIGNATION - NORTH T EY4184 PID - EY4184 EY4184 STATE/COUNTY- NC/JONES EY4184 USGS QUAD - TRENTON (1982) EY4184 EY4184 *CURRENT SURVEY CONTROL EY4184 ___________________________________________________________________ EY4184* NAD 83(1986)- 35 04 02.10008(N) 077 21 01.05715(W) ADJUSTED EY4184* NAVD 88 - 6.2 (meters) 20. (feet) VERTCON EY4184 ___________________________________________________________________ EY4184 LAPLACE CORR- -2.45 (seconds) DEFLEC99 EY4184 GEOID HEIGHT- -36.88 (meters) GEOID03 EY4184 EY4184 HORZ ORDER - SECOND EY4184 EY4184.The North Carolina HARNS have been completed but, EY4184.due to contractual restrictions, coordinates for these stations EY4184.will NOT be published in the near future. In the interim, the EY4184.published coordinates in North Carolina will not be EY4184.consistent with the Continuously Operating Reference Stations EY4184.(CORS). The HARN coordinates for these stations are available EY4184.upon request. Contact Gary Thompson(919-733-3836). EY4184. EY4184.In addition, the published North Carolina positions EY4184.(NAD 83 (1986)) are NOT consistent with those determined in EY4184.adjacent state readjustments. The discontinuity between stations EY4184.located in North Carolina and those in adjacent states EY4184.which have been adjusted to the HARN may be as much as 5 EY4184.decimeters. This will result in a significant loss of accuracy EY4184.over lines crossing such state borders. EY4184 EY4184 EY4184.The horizontal coordinates were established by classical geodetic methods EY4184.and adjusted by the National Geodetic Survey in August 1990. EY4184 EY4184.The NAVD 88 height was computed by applying the VERTCON shift value to EY4184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4184 EY4184.The Laplace correction was computed from DEFLEC99 derived deflections. EY4184 EY4184.The geoid height was determined by GEOID03. EY4184 EY4184; North East Units Scale Factor Converg. EY4184;SPC NC - 147,372.682 760,051.255 MT 0.99987775 +0 57 07.8 EY4184;SPC NC - 483,505.21 2,493,601.49 sFT 0.99987775 +0 57 07.8 EY4184;UTM 18 - 3,883,027.152 285,686.837 MT 1.00016609 -1 21 03.0 EY4184 EY4184! - Elev Factor x Scale Factor = Combined Factor EY4184!SPC NC - 1.00000481 x 0.99987775 = 0.99988256 EY4184!UTM 18 - 1.00000481 x 1.00016609 = 1.00017090 EY4184 EY4184 SUPERSEDED SURVEY CONTROL EY4184 EY4184 NGVD 29 (08/13/90) 6.6 (m) 22. (f) VERT ANG EY4184 EY4184.Superseded values are not recommended for survey control. EY4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4184.See file dsdata.txt to determine how the superseded data were derived. EY4184 EY4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8568783027(NAD 83) EY4184_MARKER: DE = TRAVERSE STATION DISK EY4184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4184_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4184_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4184+STABILITY: SURFACE MOTION EY4184 EY4184 HISTORY - Date Condition Report By EY4184 HISTORY - 1978 MONUMENTED NCGS EY4184 EY4184 STATION DESCRIPTION EY4184 EY4184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4184'THE STATION IS LOCATED AT THE NORTH EDGE OF TRENTON. EY4184' EY4184'TO REACH STATION FROM THE COURTHOUSE IN TRENTON, PROCEED EY4184'EAST-SOUTHEAST ALONG SR 1001 (JONES STREET) FOR 0.1 MILE TO THE EY4184'INTERSECTION WITH WEBER STREET (WHERE SR 1001 TURNS SHARPLY TO THE EY4184'LEFT) THENCE NORTH-NORTHEAST ALONG SR 1001 FOR 0.3 MILE TO STATION EY4184'IN THE LEFT SHOULDER AND 0.05 MILE NORTH-NORTHEAST OF THE SR 1322 EY4184'ENTRANCE. EY4184' EY4184'STATION MARK IS A STANDARD DISK STAMPED---NORTH-T 1978---, SET IN TOP EY4184'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND EY4184'SURFACE. THE MARK IS 14.4 FEET WEST-NORTHWEST OF CENTERLINE OF SR 1001 EY4184'AND 86.3 FEET WEST-SOUTHWEST OF POWER POLE 5, 126.3 FEET SOUTHWEST OF EY4184'12 INCH PINE ACROSS HIGHWAY AND 128.1 FEET SOUTH-SOUTHWEST OF SPEED EY4184'LIMIT SIGN POST ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2407 *********************************************************************** EY2407 DESIGNATION - OLD EY2407 PID - EY2407 EY2407 STATE/COUNTY- NC/JONES EY2407 USGS QUAD - TRENTON (1982) EY2407 EY2407 *CURRENT SURVEY CONTROL EY2407 ___________________________________________________________________ EY2407* NAD 83(1986)- 35 04 02.50281(N) 077 21 54.22984(W) ADJUSTED EY2407* NAVD 88 - 10.3 (meters) 34. (feet) VERTCON EY2407 ___________________________________________________________________ EY2407 LAPLACE CORR- -2.54 (seconds) DEFLEC99 EY2407 GEOID HEIGHT- -36.86 (meters) GEOID03 EY2407 EY2407 HORZ ORDER - SECOND EY2407 EY2407.The North Carolina HARNS have been completed but, EY2407.due to contractual restrictions, coordinates for these stations EY2407.will NOT be published in the near future. In the interim, the EY2407.published coordinates in North Carolina will not be EY2407.consistent with the Continuously Operating Reference Stations EY2407.(CORS). The HARN coordinates for these stations are available EY2407.upon request. Contact Gary Thompson(919-733-3836). EY2407. EY2407.In addition, the published North Carolina positions EY2407.(NAD 83 (1986)) are NOT consistent with those determined in EY2407.adjacent state readjustments. The discontinuity between stations EY2407.located in North Carolina and those in adjacent states EY2407.which have been adjusted to the HARN may be as much as 5 EY2407.decimeters. This will result in a significant loss of accuracy EY2407.over lines crossing such state borders. EY2407 EY2407 EY2407.The horizontal coordinates were established by classical geodetic methods EY2407.and adjusted by the National Geodetic Survey in July 1986. EY2407 EY2407.The NAVD 88 height was computed by applying the VERTCON shift value to EY2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2407 EY2407.The Laplace correction was computed from DEFLEC99 derived deflections. EY2407 EY2407.The geoid height was determined by GEOID03. EY2407 EY2407; North East Units Scale Factor Converg. EY2407;SPC NC - 147,362.805 758,704.160 MT 0.99987774 +0 56 37.1 EY2407;SPC NC - 483,472.80 2,489,181.90 sFT 0.99987774 +0 56 37.1 EY2407;UTM 18 - 3,883,071.428 284,340.041 MT 1.00017323 -1 21 33.6 EY2407 EY2407! - Elev Factor x Scale Factor = Combined Factor EY2407!SPC NC - 1.00000418 x 0.99987774 = 0.99988192 EY2407!UTM 18 - 1.00000418 x 1.00017323 = 1.00017741 EY2407 EY2407: Primary Azimuth Mark Grid Az EY2407:SPC NC - TRENTON WCTI NB TV TWR 158 01 04.5 EY2407:UTM 18 - TRENTON WCTI NB TV TWR 160 19 15.2 EY2407 EY2407|---------------------------------------------------------------------| EY2407| PID Reference Object Distance Geod. Az | EY2407| dddmmss.s | EY2407| EY2401 TRENTON WCTI NB TV TWR APPROX. 3.1 KM 1585741.6 | EY2407|---------------------------------------------------------------------| EY2407 EY2407 SUPERSEDED SURVEY CONTROL EY2407 EY2407 NAD 27 - 35 04 01.93172(N) 077 21 55.37682(W) AD( ) 2 EY2407 NGVD 29 (07/19/86) 10.6 (m) 35. (f) VERT ANG EY2407 EY2407.Superseded values are not recommended for survey control. EY2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2407.See file dsdata.txt to determine how the superseded data were derived. EY2407 EY2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8434083071(NAD 83) EY2407_MARKER: DE = TRAVERSE STATION DISK EY2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2407_STAMPING: OLD 1975 EY2407_MARK LOGO: NCGS EY2407_PROJECTION: FLUSH EY2407_MAGNETIC: N = NO MAGNETIC MATERIAL EY2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2407+STABILITY: SURFACE MOTION EY2407 EY2407 HISTORY - Date Condition Report By EY2407 HISTORY - 1975 MONUMENTED NCGS EY2407 HISTORY - 1979 GOOD NCGS EY2407 HISTORY - 19830101 GOOD NCGS EY2407 EY2407 STATION DESCRIPTION EY2407 EY2407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2407'OLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2407'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2407' EY2407'OLD IS LOCATED APPROXIMATELY 0.7 MILE WNW OF TRENTON. TO REACH EY2407'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2407'WEST ALONG NC 58 FOR 0.7 MILE TO STATION ON LEFT, AT A SMALL OLD EY2407'ABANDONED HOUSE WITH TWO LARGE TREES IN FRONT, AND 0.5 MILE EAST EY2407'OF INTERSECTION WITH SR 1124. EY2407' EY2407'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2407'OLD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2407'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2407' EY2407'MARK IS 43.8 FT SW OF C/L OF NC 58 EY2407' EY2407'17.3 FT SE OF C/L OF DRIVEWAY TO OLD HOUSE EY2407' EY2407'14.7 FT S OF AN 18 IN CULVERT UNDER DRIVEWAY EY2407' EY2407'40.1 FT NW OF PP WITH ALUMINUM REF. TAG EY2407' EY2407'20.7 FT NE OF 36 IN OAK TREE WITH ALUMINUM REF. TAG EY2407 EY2407 STATION RECOVERY (1979) EY2407 EY2407'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2407'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. ONLY THE EY2407'OAKS ARE GONE--MARK IS AT A CHIMNEY OF THE HOUSE. EY2407 EY2407 STATION RECOVERY (1983) EY2407 EY2407'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2407'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING. EY2407'MARK IS 26.0 M (85.3 FT) SOUTHWEST OF AN 18-INCH CULVERT UNDER A EY2407'DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2409 *********************************************************************** EY2409 DESIGNATION - OLIVER EY2409 PID - EY2409 EY2409 STATE/COUNTY- NC/JONES EY2409 USGS QUAD - TRENTON (1982) EY2409 EY2409 *CURRENT SURVEY CONTROL EY2409 ___________________________________________________________________ EY2409* NAD 83(1986)- 35 01 08.52175(N) 077 18 05.65345(W) ADJUSTED EY2409* NAVD 88 - 11.8 (meters) 39. (feet) VERTCON EY2409 ___________________________________________________________________ EY2409 LAPLACE CORR- -2.55 (seconds) DEFLEC99 EY2409 GEOID HEIGHT- -37.02 (meters) GEOID03 EY2409 EY2409 HORZ ORDER - SECOND EY2409 EY2409.The North Carolina HARNS have been completed but, EY2409.due to contractual restrictions, coordinates for these stations EY2409.will NOT be published in the near future. In the interim, the EY2409.published coordinates in North Carolina will not be EY2409.consistent with the Continuously Operating Reference Stations EY2409.(CORS). The HARN coordinates for these stations are available EY2409.upon request. Contact Gary Thompson(919-733-3836). EY2409. EY2409.In addition, the published North Carolina positions EY2409.(NAD 83 (1986)) are NOT consistent with those determined in EY2409.adjacent state readjustments. The discontinuity between stations EY2409.located in North Carolina and those in adjacent states EY2409.which have been adjusted to the HARN may be as much as 5 EY2409.decimeters. This will result in a significant loss of accuracy EY2409.over lines crossing such state borders. EY2409 EY2409 EY2409.The horizontal coordinates were established by classical geodetic methods EY2409.and adjusted by the National Geodetic Survey in July 1986. EY2409 EY2409.The NAVD 88 height was computed by applying the VERTCON shift value to EY2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2409 EY2409.The Laplace correction was computed from DEFLEC99 derived deflections. EY2409 EY2409.The geoid height was determined by GEOID03. EY2409 EY2409; North East Units Scale Factor Converg. EY2409;SPC NC - 142,099.874 764,585.798 MT 0.99988080 +0 58 49.0 EY2409;SPC NC - 466,206.00 2,508,478.57 sFT 0.99988080 +0 58 49.0 EY2409;UTM 18 - 3,877,574.939 290,007.096 MT 1.00014350 -1 19 16.4 EY2409 EY2409! - Elev Factor x Scale Factor = Combined Factor EY2409!SPC NC - 1.00000396 x 0.99988080 = 0.99988476 EY2409!UTM 18 - 1.00000396 x 1.00014350 = 1.00014746 EY2409 EY2409 SUPERSEDED SURVEY CONTROL EY2409 EY2409 NAD 27 - 35 01 07.92886(N) 077 18 06.79548(W) AD( ) 2 EY2409 NGVD 29 (07/19/86) 12.1 (m) 40. (f) VERT ANG EY2409 EY2409.Superseded values are not recommended for survey control. EY2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2409.See file dsdata.txt to determine how the superseded data were derived. EY2409 EY2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9000777575(NAD 83) EY2409_MARKER: DE = TRAVERSE STATION DISK EY2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2409_STAMPING: OLIVER 1976 EY2409_MARK LOGO: NCGS EY2409_PROJECTION: FLUSH EY2409_MAGNETIC: N = NO MAGNETIC MATERIAL EY2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2409+STABILITY: SURFACE MOTION EY2409 EY2409 HISTORY - Date Condition Report By EY2409 HISTORY - 1976 MONUMENTED NGS EY2409 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2409 EY2409 STATION DESCRIPTION EY2409 EY2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2409'THE STATION IS LOCATED ABOUT 18-1/2 MILES SOUTHWEST OF NEW BERN, 4 EY2409'1/2 MILES SOUTHEAST OF TRENTON AND 4-1/2 MILES NORTHWEST OF EY2409'POLLOCKSVILLE. EY2409' EY2409'TO REACH THE STATION FROM THE POST OFFICE IN TRENTON GO SOUTHERLY EY2409'ON STATE HIGHWAY 58 FOR 5.0 MILES TO A CROSSROAD, A GAS STATION ON EY2409'THE RIGHT, AND THE STATION ON THE LEFT AS DESCRIBED. EY2409' EY2409'THE STATION MARKS ARE STANDARD DISKS STAMPED OLIVER 1976. THE EY2409'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE EY2409'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 79.5 FEET EY2409'NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 1121, 76 FEET EY2409'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 58, 50 FEET NORTH OF EY2409'POWER LINE POLE NUMBER B 25, 39 FEET EAST OF A 30-INCH OAK TREE EY2409'AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST. THE UNDERGROUND EY2409'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH EY2409'IS ABOUT 48 INCHES BELOW THE GROUND SURFACE. EY2409' EY2409'REFERENCE MARK 1, STAMPED OLIVER NO 1 1976, IS A STANDARD DISK EY2409'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS EY2409'FLUSH WITH THE GROUND SURFACE. IT IS 85 FEET NORTHEAST OF THE EY2409'CENTER LINE OF HIGHWAY 58, 67 FEET NORTHWEST OF THE CENTER LINE EY2409'OF COUNTY ROAD 1121, 38 FEET NORTH OF POWER LINE POLE NUMBER B 25 EY2409'AND 18.2 FEET SOUTHEAST OF A METAL WITNESS POST. EY2409' EY2409'REFERENCE MARK 2, STAMPED OLIVER NO 2 1976, IS A STANDARD DISK EY2409'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS EY2409'FLUSH WITH THE GROUND SURFACE. IT IS 72 FEET NORTHEAST OF THE EY2409'CENTER LINE OF HIGHWAY 58, 61 FEET NORTHWEST OF POWER LINE POLE EY2409'NUMBER B 25, 23 FEET EAST OF THE 30-INCH OAK TREE AND 19 FEET EY2409'WEST OF A METAL WITNESS POST. EY2409' EY2409'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS. EY2409 EY2409 STATION RECOVERY (1982) EY2409 EY2409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2409'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE MARK HAS BEEN EY2409'DESTROYED BY GRADING, OR EITHER THE DESCRIPTION IS INADEQUATE FOR EY2409'LOCATING THE MONUMENT. RM 1, RM 2, AND THE UNDERGROUND MARK WERE EY2409'SEARCHED FOR BUT NOT FOUND. HIGHWAY 58 HAS BEEN REWORKED MAKING THE EY2409'REFERENCES INACCURATE OR NONEXISTANT. AN INSTRUMENT AND COORDINATE EY2409'INVERSE WAS MADE FROM NCGS--MCDANIEL--IN AN ATTEMPT TO LOCATE THE EY2409'UNDERGROUND WITHOUT ANY SUCCESS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1172 *********************************************************************** EA1172 DESIGNATION - PAGE EA1172 PID - EA1172 EA1172 STATE/COUNTY- NC/JONES EA1172 USGS QUAD - MAYSVILLE (1994) EA1172 EA1172 *CURRENT SURVEY CONTROL EA1172 ___________________________________________________________________ EA1172* NAD 83(1986)- 34 57 00.30610(N) 077 14 33.41918(W) ADJUSTED EA1172* NAVD 88 - 12.562 (meters) 41.21 (feet) ADJUSTED EA1172 ___________________________________________________________________ EA1172 LAPLACE CORR- -2.76 (seconds) DEFLEC99 EA1172 GEOID HEIGHT- -37.18 (meters) GEOID03 EA1172 DYNAMIC HT - 12.550 (meters) 41.17 (feet) COMP EA1172 MODELED GRAV- 979,698.2 (mgal) NAVD 88 EA1172 EA1172 HORZ ORDER - SECOND EA1172 VERT ORDER - FIRST CLASS II EA1172 EA1172.The North Carolina HARNS have been completed but, EA1172.due to contractual restrictions, coordinates for these stations EA1172.will NOT be published in the near future. In the interim, the EA1172.published coordinates in North Carolina will not be EA1172.consistent with the Continuously Operating Reference Stations EA1172.(CORS). The HARN coordinates for these stations are available EA1172.upon request. Contact Gary Thompson(919-733-3836). EA1172. EA1172.In addition, the published North Carolina positions EA1172.(NAD 83 (1986)) are NOT consistent with those determined in EA1172.adjacent state readjustments. The discontinuity between stations EA1172.located in North Carolina and those in adjacent states EA1172.which have been adjusted to the HARN may be as much as 5 EA1172.decimeters. This will result in a significant loss of accuracy EA1172.over lines crossing such state borders. EA1172 EA1172 EA1172.The horizontal coordinates were established by classical geodetic methods EA1172.and adjusted by the National Geodetic Survey in July 1986. EA1172 EA1172.The orthometric height was determined by differential leveling EA1172.and adjusted by the National Geodetic Survey in June 1991. EA1172 EA1172.The Laplace correction was computed from DEFLEC99 derived deflections. EA1172 EA1172.The geoid height was determined by GEOID03. EA1172 EA1172.The dynamic height is computed by dividing the NAVD 88 EA1172.geopotential number by the normal gravity value computed on the EA1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1172.degrees latitude (g = 980.6199 gals.). EA1172 EA1172.The modeled gravity was interpolated from observed gravity values. EA1172 EA1172; North East Units Scale Factor Converg. EA1172;SPC NC - 134,546.403 770,100.286 MT 0.99988637 +1 00 51.5 EA1172;SPC NC - 441,424.32 2,526,570.69 sFT 0.99988637 +1 00 51.5 EA1172;UTM 18 - 3,869,804.287 295,215.226 MT 1.00011689 -1 17 06.6 EA1172 EA1172! - Elev Factor x Scale Factor = Combined Factor EA1172!SPC NC - 1.00000386 x 0.99988637 = 0.99989023 EA1172!UTM 18 - 1.00000386 x 1.00011689 = 1.00012075 EA1172 EA1172: Primary Azimuth Mark Grid Az EA1172:SPC NC - WILD NCGS 157 38 14.3 EA1172:UTM 18 - WILD NCGS 159 56 12.4 EA1172 EA1172|---------------------------------------------------------------------| EA1172| PID Reference Object Distance Geod. Az | EA1172| dddmmss.s | EA1172| EA1173 WILD NCGS APPROX. 1.1 KM 1583905.8 | EA1172|---------------------------------------------------------------------| EA1172 EA1172 SUPERSEDED SURVEY CONTROL EA1172 EA1172 NAD 27 - 34 56 59.73708(N) 077 14 34.58040(W) AD( ) 2 EA1172 NGVD 29 (07/19/86) 13.0 (m) 43. (f) VERT ANG EA1172 EA1172.Superseded values are not recommended for survey control. EA1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1172.See file dsdata.txt to determine how the superseded data were derived. EA1172 EA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9521569804(NAD 83) EA1172_MARKER: DE = TRAVERSE STATION DISK EA1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1172_SP_SET: CONCRETE POST EA1172_STAMPING: PAGE 1975 EA1172_MARK LOGO: NCGS EA1172_PROJECTION: RECESSED 3 CENTIMETERS EA1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1172+STABILITY: SURFACE MOTION EA1172 EA1172 HISTORY - Date Condition Report By EA1172 HISTORY - 1975 MONUMENTED NCGS EA1172 HISTORY - 1979 GOOD NCGS EA1172 EA1172 STATION DESCRIPTION EA1172 EA1172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1172'PAGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1172'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1172' EA1172'PAGE IS LOCATED APPROXIMATELY 3.1 MILES NORTH OF MAYSVILLE, 4.0 EA1172'MILES SSW OF POLLOCKSVILLE AND 10.0 MILES SOUTHEAST OF TRENTON. TO EA1172'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 IN EA1172'MAYSVILLE, PROCEED NORTH ALONG U.S. 17 FOR 3.5 MILES TO STATION ON EA1172'LEFT NEAR NORTH END OF A DRAIN PIPE, BETWEEN A TOWN HOUSE LODGE EA1172'SIGN AND A HORNE MOTOR LODGE SIGN, ABOUT MIDWAY BETWEEN TWO EA1172'HOUSES, AND 0.8 MILE SOUTH OF INTERSECTION WITH SR 1107. EA1172' EA1172'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1172'PAGE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1172'IS FLUSH WITH THE SURFACE OF THE GROUND. EA1172' EA1172'MARK IS 42.9 FT W OF C/L OF U.S. 17. EA1172' EA1172'94.2 FT N OF C/L OF DRIVEWAY TO HOUSE. EA1172' EA1172'11.6 FT W OF N END OF 18 INCH DRAIN PIPE. EA1172' EA1172'25.6 FT NE OF 10 INCH OAK WITH ALUMINUM REF. TAG. EA1172' EA1172'41.4 FT SE OF TP WITH ALUMINUM REF. TAG. EA1172' EA1172'147.9 FT S OF A TOWN HOUSE LODGE BILLBOARD SIGN POST WITH EA1172'ALUMINUM REF. TAG. EA1172 EA1172 STATION RECOVERY (1979) EA1172 EA1172'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1172'3.1 MI NORTH FROM MAYSVILLE. EA1172'3.5 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA1172'(EIGHTH STREET) IN MAYSVILLE, NEAR THE NORTH END OF A 15 INCH EA1172'CULVERT, BETWEEN A TOWNHOUSE LODGE SIGN AND A HORNE MOTOR LODGE EA1172'SIGN, ABOUT MIDWAY BETWEEN TWO HOUSES AND 0.8 MILE SOUTH OF EA1172'INTERSECTION WITH SR 1107 (FOSUE LANE ROAD), 42.9 FEET WEST OF EA1172'CENTERLINE OF HIGHWAY, 82.2 FEET NORTH OF THE NORTH END OF A 15 EA1172'INCH CULVERT UNDER DRIVE, 11.6 FEET WEST OF NORTH END OF A 15 INCH EA1172'CULVERT BETWEEN SIGNS, 41.4 FEET SOUTHEAST OF A TELEPHONE POLE EA1172'WITH REFERENCE TAG AND 147.9 FEET SOUTH OF THE TOWNHOUSE SIGN POST EA1172'WITH REFERENCE TAG. EA1172'THE MARK IS 0.6 FT E FROM A WITNESS POST. EA1172'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2392 *********************************************************************** EY2392 DESIGNATION - PARK EY2392 PID - EY2392 EY2392 STATE/COUNTY- NC/JONES EY2392 USGS QUAD - TRENTON (1982) EY2392 EY2392 *CURRENT SURVEY CONTROL EY2392 ___________________________________________________________________ EY2392* NAD 83(1986)- 35 00 41.55186(N) 077 17 23.03638(W) ADJUSTED EY2392* NAVD 88 - 12.7 (meters) 42. (feet) VERTCON EY2392 ___________________________________________________________________ EY2392 LAPLACE CORR- -2.63 (seconds) DEFLEC99 EY2392 GEOID HEIGHT- -37.05 (meters) GEOID03 EY2392 EY2392 HORZ ORDER - SECOND EY2392 EY2392.The North Carolina HARNS have been completed but, EY2392.due to contractual restrictions, coordinates for these stations EY2392.will NOT be published in the near future. In the interim, the EY2392.published coordinates in North Carolina will not be EY2392.consistent with the Continuously Operating Reference Stations EY2392.(CORS). The HARN coordinates for these stations are available EY2392.upon request. Contact Gary Thompson(919-733-3836). EY2392. EY2392.In addition, the published North Carolina positions EY2392.(NAD 83 (1986)) are NOT consistent with those determined in EY2392.adjacent state readjustments. The discontinuity between stations EY2392.located in North Carolina and those in adjacent states EY2392.which have been adjusted to the HARN may be as much as 5 EY2392.decimeters. This will result in a significant loss of accuracy EY2392.over lines crossing such state borders. EY2392 EY2392 EY2392.The horizontal coordinates were established by classical geodetic methods EY2392.and adjusted by the National Geodetic Survey in July 1986. EY2392 EY2392.The NAVD 88 height was computed by applying the VERTCON shift value to EY2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2392 EY2392.The Laplace correction was computed from DEFLEC99 derived deflections. EY2392 EY2392.The geoid height was determined by GEOID03. EY2392 EY2392; North East Units Scale Factor Converg. EY2392;SPC NC - 141,287.514 765,680.252 MT 0.99988133 +0 59 13.6 EY2392;SPC NC - 463,540.79 2,512,069.29 sFT 0.99988133 +0 59 13.6 EY2392;UTM 18 - 3,876,719.063 291,068.322 MT 1.00013803 -1 18 51.1 EY2392 EY2392! - Elev Factor x Scale Factor = Combined Factor EY2392!SPC NC - 1.00000383 x 0.99988133 = 0.99988516 EY2392!UTM 18 - 1.00000383 x 1.00013803 = 1.00014186 EY2392 EY2392: Primary Azimuth Mark Grid Az EY2392:SPC NC - BOSTED 125 52 47.9 EY2392:UTM 18 - BOSTED 128 10 52.6 EY2392 EY2392|---------------------------------------------------------------------| EY2392| PID Reference Object Distance Geod. Az | EY2392| dddmmss.s | EY2392| EY2391 BOSTED APPROX. 1.2 KM 1265201.5 | EY2392|---------------------------------------------------------------------| EY2392 EY2392 SUPERSEDED SURVEY CONTROL EY2392 EY2392 NAD 27 - 35 00 40.98329(N) 077 17 24.19222(W) AD( ) 2 EY2392 NGVD 29 (07/19/86) 13.0 (m) 43. (f) VERT ANG EY2392 EY2392.Superseded values are not recommended for survey control. EY2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2392.See file dsdata.txt to determine how the superseded data were derived. EY2392 EY2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9106876719(NAD 83) EY2392_MARKER: DE = TRAVERSE STATION DISK EY2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2392_STAMPING: PARK 1975 EY2392_MARK LOGO: NCGS EY2392_PROJECTION: FLUSH EY2392_MAGNETIC: N = NO MAGNETIC MATERIAL EY2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2392+STABILITY: SURFACE MOTION EY2392 EY2392 HISTORY - Date Condition Report By EY2392 HISTORY - 1975 MONUMENTED NCGS EY2392 HISTORY - 1979 MARK NOT FOUND USGS EY2392 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2392 EY2392 STATION DESCRIPTION EY2392 EY2392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2392'PARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2392'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EY2392' EY2392'PARK IS LOCATED APPROXIMATELY 3.9 MILES WEST OF POLLOCKSVILLE, EY2392'AND 5.1 MILES SE OF TRENTON. TO REACH STATION FROM INTERSECTION EY2392'OF U.S. 17 WITH NC 58 NEAR POLLOCKSVILLE, PROCEED WEST ALONG NC EY2392'58 FOR 3.9 MILES TO STATION ON RIGHT AT PP 109, 0.05 MILE EY2392'NORTHWEST OF INTERSECTION WITH SR 1120 (W), AND 0.9 MILE EY2392'SOUTHEAST OF INTERSECTION WITH SR 1121 AT OLIVER CROSSROADS. EY2392' EY2392'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2392'PARK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2392'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2392' EY2392'MARK IS 29.4 FT NE OF C/L OF NC 58 EY2392' EY2392'79.8 FT NW OF C/L OF DRIVE EY2392' EY2392'2.0 FT SW OF PP 109 WITH ALUMINUM REF. TAG EY2392' EY2392'30.0 FT W OF 8 IN PINE TREE WITH ALUMINUM REF. TAG EY2392' EY2392'87.1 FT SE OF 18 IN PINE TREE WITH ALUMINUM REF. TAG EY2392 EY2392 STATION RECOVERY (1979) EY2392 EY2392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2392'MARK NOT FOUND. EY2392 EY2392 STATION RECOVERY (1982) EY2392 EY2392'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2392'THE STATION HAS BEEN DESTROYED BY GRADING. THE LOCATION WOULD BE IN EY2392'THE NEW DITCH LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2150 *********************************************************************** EA2150 DESIGNATION - PAUL EA2150 PID - EA2150 EA2150 STATE/COUNTY- NC/JONES EA2150 USGS QUAD - STELLA (1994) EA2150 EA2150 *CURRENT SURVEY CONTROL EA2150 ___________________________________________________________________ EA2150* NAD 83(1986)- 34 48 08.00708(N) 077 07 54.42370(W) ADJUSTED EA2150* NAVD 88 - 9.0 (meters) 30. (feet) VERTCON EA2150 ___________________________________________________________________ EA2150 LAPLACE CORR- -1.35 (seconds) DEFLEC99 EA2150 GEOID HEIGHT- -37.24 (meters) GEOID03 EA2150 EA2150 HORZ ORDER - SECOND EA2150 EA2150.The North Carolina HARNS have been completed but, EA2150.due to contractual restrictions, coordinates for these stations EA2150.will NOT be published in the near future. In the interim, the EA2150.published coordinates in North Carolina will not be EA2150.consistent with the Continuously Operating Reference Stations EA2150.(CORS). The HARN coordinates for these stations are available EA2150.upon request. Contact Gary Thompson(919-733-3836). EA2150. EA2150.In addition, the published North Carolina positions EA2150.(NAD 83 (1986)) are NOT consistent with those determined in EA2150.adjacent state readjustments. The discontinuity between stations EA2150.located in North Carolina and those in adjacent states EA2150.which have been adjusted to the HARN may be as much as 5 EA2150.decimeters. This will result in a significant loss of accuracy EA2150.over lines crossing such state borders. EA2150 EA2150 EA2150.The horizontal coordinates were established by classical geodetic methods EA2150.and adjusted by the National Geodetic Survey in July 1986. EA2150 EA2150.The NAVD 88 height was computed by applying the VERTCON shift value to EA2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2150 EA2150.The Laplace correction was computed from DEFLEC99 derived deflections. EA2150 EA2150.The geoid height was determined by GEOID03. EA2150 EA2150; North East Units Scale Factor Converg. EA2150;SPC NC - 118,332.453 780,529.898 MT 0.99990317 +1 04 41.8 EA2150;SPC NC - 388,229.06 2,560,788.51 sFT 0.99990317 +1 04 41.8 EA2150;UTM 18 - 3,853,181.990 304,988.440 MT 1.00006874 -1 13 01.5 EA2150 EA2150! - Elev Factor x Scale Factor = Combined Factor EA2150!SPC NC - 1.00000444 x 0.99990317 = 0.99990761 EA2150!UTM 18 - 1.00000444 x 1.00006874 = 1.00007318 EA2150 EA2150: Primary Azimuth Mark Grid Az EA2150:SPC NC - LIFE 336 50 54.2 EA2150:UTM 18 - LIFE 339 08 37.5 EA2150 EA2150|---------------------------------------------------------------------| EA2150| PID Reference Object Distance Geod. Az | EA2150| dddmmss.s | EA2150| EA2146 KUHNS SBT T MICRO TWR APPROX. 1.0 KM 1115520.2 | EA2150| EA2151 LIFE APPROX. 0.8 KM 3375536.0 | EA2150|---------------------------------------------------------------------| EA2150 EA2150 SUPERSEDED SURVEY CONTROL EA2150 EA2150 NAD 27 - 34 48 07.42933(N) 077 07 55.60274(W) AD( ) 2 EA2150 NGVD 29 (07/19/86) 9.3 (m) 31. (f) VERT ANG EA2150 EA2150.Superseded values are not recommended for survey control. EA2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2150.See file dsdata.txt to determine how the superseded data were derived. EA2150 EA2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0498853182(NAD 83) EA2150_MARKER: DE = TRAVERSE STATION DISK EA2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2150_STAMPING: PAUL 1975 EA2150_MARK LOGO: NCGS EA2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2150+STABILITY: SURFACE MOTION EA2150 EA2150 HISTORY - Date Condition Report By EA2150 HISTORY - 1975 MONUMENTED NCGS EA2150 HISTORY - 19910824 GOOD USPSQD EA2150 EA2150 STATION DESCRIPTION EA2150 EA2150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2150'PAUL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2150'THE VICINITY OF STELLA, NORTH CAROLINA. EA2150' EA2150'PAUL IS LOCATED APPROXIMATELY 2.1 MILES NNE OF STELLA (CARTERET EA2150'COUNTY), 9.1 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY) AND 7.8 EA2150'MILES NORTH OF SWANSBORO (ONSLOW COUNTY). TO REACH STATION FROM EA2150'THE INTERSECTION OF U.S. 17 WITH NC 58 AT MAYSVILLE, PROCEED EA2150'SOUTHEASTERLY ALONG NC 58 FOR 9.6 MILES TO STATION ON LEFT AT AN EA2150'ENTRANCE TO A FENCED FIELD NEAR NIDOS GROCERY STORE SIGN, 0.25 EA2150'MILE SOUTH OF DAVIS CHAPEL MISSIONARY BAPTIST CHURCH, AND 0.3 MILE EA2150'NORTH OF BRIDGE OVER HUNTERS CREEK AT JONES - CARTERET COUNTY EA2150'LINE. EA2150' EA2150'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2150'PAUL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2150'IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA2150' EA2150'MARK IS 48.7 FT E OF C/L OF CN 58. EA2150' EA2150'16.0 FT N OF C/L OF ENTRANCE TO A FENCED FIELD. EA2150' EA2150'4.4 FT SW OF A FENCE POST WITH ALUMINUM REF. TAG. EA2150' EA2150'8.2 FT NW OF A GATE POST WITH ALUMINUM REF. TAG. EA2150' EA2150'23.1 FT N OF A GATE POST WITH ALUMINUM REF. TAG. EA2150' EA2150'75.0 FT NW OF PP WITH ALUMINUM REF. TAG, IN FIELD. EA2150 EA2150 STATION RECOVERY (1991) EA2150 EA2150'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2150'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4662 *********************************************************************** AH4662 DESIGNATION - PED AH4662 PID - AH4662 AH4662 STATE/COUNTY- NC/JONES AH4662 USGS QUAD - TRENTON (1982) AH4662 AH4662 *CURRENT SURVEY CONTROL AH4662 ___________________________________________________________________ AH4662* NAD 83(1986)- 35 03 13.79878(N) 077 21 23.16910(W) ADJUSTED AH4662* NAVD 88 - 11.2 (meters) 37. (feet) VERTCON AH4662 ___________________________________________________________________ AH4662 LAPLACE CORR- -2.41 (seconds) DEFLEC99 AH4662 GEOID HEIGHT- -36.89 (meters) GEOID03 AH4662 AH4662 HORZ ORDER - SECOND AH4662 AH4662.The North Carolina HARNS have been completed but, AH4662.due to contractual restrictions, coordinates for these stations AH4662.will NOT be published in the near future. In the interim, the AH4662.published coordinates in North Carolina will not be AH4662.consistent with the Continuously Operating Reference Stations AH4662.(CORS). The HARN coordinates for these stations are available AH4662.upon request. Contact Gary Thompson(919-733-3836). AH4662. AH4662.In addition, the published North Carolina positions AH4662.(NAD 83 (1986)) are NOT consistent with those determined in AH4662.adjacent state readjustments. The discontinuity between stations AH4662.located in North Carolina and those in adjacent states AH4662.which have been adjusted to the HARN may be as much as 5 AH4662.decimeters. This will result in a significant loss of accuracy AH4662.over lines crossing such state borders. AH4662 AH4662 AH4662.The horizontal coordinates were established by classical geodetic methods AH4662.and adjusted by the National Geodetic Survey in October 1998. AH4662 AH4662.The NAVD 88 height was computed by applying the VERTCON shift value to AH4662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4662 AH4662.The Laplace correction was computed from DEFLEC99 derived deflections. AH4662 AH4662.The geoid height was determined by GEOID03. AH4662 AH4662; North East Units Scale Factor Converg. AH4662;SPC NC - 145,875.269 759,515.789 MT 0.99987853 +0 56 55.0 AH4662;SPC NC - 478,592.45 2,491,844.72 sFT 0.99987853 +0 56 55.0 AH4662;UTM 18 - 3,881,552.036 285,091.465 MT 1.00016925 -1 21 14.1 AH4662 AH4662! - Elev Factor x Scale Factor = Combined Factor AH4662!SPC NC - 1.00000404 x 0.99987853 = 0.99988257 AH4662!UTM 18 - 1.00000404 x 1.00016925 = 1.00017329 AH4662 AH4662 SUPERSEDED SURVEY CONTROL AH4662 AH4662 NGVD 29 (10/29/98) 11.5 (m) 38. (f) VERT ANG AH4662 AH4662.Superseded values are not recommended for survey control. AH4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4662.See file dsdata.txt to determine how the superseded data were derived. AH4662 AH4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8509181552(NAD 83) AH4662_MARKER: DE = TRAVERSE STATION DISK AH4662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4662_STAMPING: PED 1982 AH4662_MARK LOGO: NCGS AH4662_PROJECTION: FLUSH AH4662_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4662+STABILITY: SURFACE MOTION AH4662 AH4662 HISTORY - Date Condition Report By AH4662 HISTORY - 1982 MONUMENTED NCGS AH4662 AH4662 STATION DESCRIPTION AH4662 AH4662'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4662'STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) EAST OF TRENTON. ALONG NC AH4662'58 FOR 1.13 KM (0.70 MI) SOUTH OF NC 41 (AT THE COURTHOUSE)IN TRENTON, AH4662'AND 1.05 KM (0.65 MI) NORTH OF SR 1123, ON THE WEST SIDE OF THE AH4662'HIGHWAY, ON THE PROLONGATION OF THE SOUTH SIDE OF A SMALL WHITE FRAME AH4662'HOUSE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 14.9 M (48.9 FT) AH4662'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.6 M (38.1 FT) SOUTHEAST OF A AH4662'TELEPHONE PEDESTAL, 38.2 M (125.3 FT) SOUTHWEST OF A POWER POLE (173) AH4662'WITH A REFERENCE TAG, 47.4 M (155.5 FT) NORTHWEST OF THE NORTH END OF AH4662'A 12-INCH HEADWALL, AND 24.5 M (80.4 FT) WEST OF THE NORTH END OF A AH4662'CULVERT UNDER A DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2425 *********************************************************************** EY2425 DESIGNATION - PHILIPS EY2425 PID - EY2425 EY2425 STATE/COUNTY- NC/JONES EY2425 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2425 EY2425 *CURRENT SURVEY CONTROL EY2425 ___________________________________________________________________ EY2425* NAD 83(1986)- 35 02 30.50571(N) 077 27 31.17752(W) ADJUSTED EY2425* NAVD 88 - 15.6 (meters) 51. (feet) VERTCON EY2425 ___________________________________________________________________ EY2425 LAPLACE CORR- -2.74 (seconds) DEFLEC99 EY2425 GEOID HEIGHT- -36.74 (meters) GEOID03 EY2425 EY2425 HORZ ORDER - SECOND EY2425 EY2425.The North Carolina HARNS have been completed but, EY2425.due to contractual restrictions, coordinates for these stations EY2425.will NOT be published in the near future. In the interim, the EY2425.published coordinates in North Carolina will not be EY2425.consistent with the Continuously Operating Reference Stations EY2425.(CORS). The HARN coordinates for these stations are available EY2425.upon request. Contact Gary Thompson(919-733-3836). EY2425. EY2425.In addition, the published North Carolina positions EY2425.(NAD 83 (1986)) are NOT consistent with those determined in EY2425.adjacent state readjustments. The discontinuity between stations EY2425.located in North Carolina and those in adjacent states EY2425.which have been adjusted to the HARN may be as much as 5 EY2425.decimeters. This will result in a significant loss of accuracy EY2425.over lines crossing such state borders. EY2425 EY2425 EY2425.The horizontal coordinates were established by classical geodetic methods EY2425.and adjusted by the National Geodetic Survey in July 1986. EY2425 EY2425.The NAVD 88 height was computed by applying the VERTCON shift value to EY2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2425 EY2425.The Laplace correction was computed from DEFLEC99 derived deflections. EY2425 EY2425.The geoid height was determined by GEOID03. EY2425 EY2425; North East Units Scale Factor Converg. EY2425;SPC NC - 144,391.850 750,213.056 MT 0.99987927 +0 53 22.6 EY2425;SPC NC - 473,725.59 2,461,324.00 sFT 0.99987927 +0 53 22.6 EY2425;UTM 18 - 3,880,443.161 275,733.700 MT 1.00021991 -1 24 44.2 EY2425 EY2425! - Elev Factor x Scale Factor = Combined Factor EY2425!SPC NC - 1.00000332 x 0.99987927 = 0.99988259 EY2425!UTM 18 - 1.00000332 x 1.00021991 = 1.00022323 EY2425 EY2425|---------------------------------------------------------------------| EY2425| PID Reference Object Distance Geod. Az | EY2425| dddmmss.s | EY2425| EY2424 BOXE 342.585 METERS 03731 | EY2425| EY2426 FOY 355.135 METERS 20842 | EY2425|---------------------------------------------------------------------| EY2425 EY2425 SUPERSEDED SURVEY CONTROL EY2425 EY2425 NAD 27 - 35 02 29.93019(N) 077 27 32.31126(W) AD( ) 2 EY2425 NGVD 29 (07/19/86) 15.9 (m) 52. (f) VERT ANG EY2425 EY2425.Superseded values are not recommended for survey control. EY2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2425.See file dsdata.txt to determine how the superseded data were derived. EY2425 EY2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7573480443(NAD 83) EY2425_MARKER: DE = TRAVERSE STATION DISK EY2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2425_STAMPING: PHILIPS 1975 EY2425_MARK LOGO: NCGS EY2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2425+STABILITY: SURFACE MOTION EY2425 EY2425 HISTORY - Date Condition Report By EY2425 HISTORY - 1975 MONUMENTED NCGS EY2425 EY2425 STATION DESCRIPTION EY2425 EY2425'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2425'PHILIPS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2425'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2425' EY2425'PHILIPS IS LOCATED APPROXIMATELY 6.2 MILES WEST OF TRENTON (JONES EY2425'COUNTY) AND 10.9 MILES NNE OF RICHLANDS (ONSLOW COUNTY). TO REACH EY2425'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2425'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR EY2425'1300, THENCE SOUTHWEST ALONG NC 41 FOR 4.3 MILES TO STATION ON EY2425'RIGHT IN YARD OF MONROE PHILIPS RESIDENCE, AND 0.3 MILE EY2425'SOUTHWEST OF COMMUNITY HOLINESS CHURCH. EY2425' EY2425'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2425'PHILIPS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2425'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EY2425' EY2425'MARK IS 48.6 FT NW OF C/L OF NC 41 EY2425' EY2425'17.6 FT NW OF W END OF 15 INCH CULVERT UNDER DRIVEWAY TO HOUSE EY2425' EY2425'5.9 FT NE OF PP WITH ALUMINUM REF. TAG EY2425' EY2425'3.6 FT N OF TP PEDESTAL EY2425' EY2425'69.2 FT S OF SW CORNER OF HOUSE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2586 *********************************************************************** EY2586 DESIGNATION - PHILYAW EY2586 PID - EY2586 EY2586 STATE/COUNTY- NC/JONES EY2586 USGS QUAD - COMFORT (1980) EY2586 EY2586 *CURRENT SURVEY CONTROL EY2586 ___________________________________________________________________ EY2586* NAD 83(1986)- 35 00 17.59061(N) 077 30 51.71238(W) ADJUSTED EY2586* NAVD 88 - 16.439 (meters) 53.93 (feet) ADJUSTED EY2586 ___________________________________________________________________ EY2586 LAPLACE CORR- -2.84 (seconds) DEFLEC99 EY2586 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2586 DYNAMIC HT - 16.424 (meters) 53.88 (feet) COMP EY2586 MODELED GRAV- 979,706.1 (mgal) NAVD 88 EY2586 EY2586 HORZ ORDER - SECOND EY2586 VERT ORDER - SECOND CLASS I EY2586 EY2586.The North Carolina HARNS have been completed but, EY2586.due to contractual restrictions, coordinates for these stations EY2586.will NOT be published in the near future. In the interim, the EY2586.published coordinates in North Carolina will not be EY2586.consistent with the Continuously Operating Reference Stations EY2586.(CORS). The HARN coordinates for these stations are available EY2586.upon request. Contact Gary Thompson(919-733-3836). EY2586. EY2586.In addition, the published North Carolina positions EY2586.(NAD 83 (1986)) are NOT consistent with those determined in EY2586.adjacent state readjustments. The discontinuity between stations EY2586.located in North Carolina and those in adjacent states EY2586.which have been adjusted to the HARN may be as much as 5 EY2586.decimeters. This will result in a significant loss of accuracy EY2586.over lines crossing such state borders. EY2586 EY2586 EY2586.The horizontal coordinates were established by classical geodetic methods EY2586.and adjusted by the National Geodetic Survey in July 1986. EY2586 EY2586.The orthometric height was determined by differential leveling EY2586.and adjusted by the National Geodetic Survey in September 2005. EY2586 EY2586.The Laplace correction was computed from DEFLEC99 derived deflections. EY2586 EY2586.The geoid height was determined by GEOID03. EY2586 EY2586.The dynamic height is computed by dividing the NAVD 88 EY2586.geopotential number by the normal gravity value computed on the EY2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2586.degrees latitude (g = 980.6199 gals.). EY2586 EY2586.The modeled gravity was interpolated from observed gravity values. EY2586 EY2586; North East Units Scale Factor Converg. EY2586;SPC NC - 140,219.284 745,193.010 MT 0.99988182 +0 51 26.9 EY2586;SPC NC - 460,036.10 2,444,854.07 sFT 0.99988182 +0 51 26.9 EY2586;UTM 18 - 3,876,474.122 270,548.330 MT 1.00024891 -1 26 34.7 EY2586 EY2586! - Elev Factor x Scale Factor = Combined Factor EY2586!SPC NC - 1.00000318 x 0.99988182 = 0.99988500 EY2586!UTM 18 - 1.00000318 x 1.00024891 = 1.00025209 EY2586 EY2586: Primary Azimuth Mark Grid Az EY2586:SPC NC - COMFORT 077 17 11.3 EY2586:UTM 18 - COMFORT 079 35 12.9 EY2586 EY2586|---------------------------------------------------------------------| EY2586| PID Reference Object Distance Geod. Az | EY2586| dddmmss.s | EY2586| EY2585 COMFORT APPROX. 0.5 KM 0780838.2 | EY2586|---------------------------------------------------------------------| EY2586 EY2586 SUPERSEDED SURVEY CONTROL EY2586 EY2586 NAD 27 - 35 00 17.00926(N) 077 30 52.83728(W) AD( ) 2 EY2586 NGVD 29 (07/19/86) 16.8 (m) 55. (f) VERT ANG EY2586 EY2586.Superseded values are not recommended for survey control. EY2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2586.See file dsdata.txt to determine how the superseded data were derived. EY2586 EY2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7054876474(NAD 83) EY2586_MARKER: DE = TRAVERSE STATION DISK EY2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2586_STAMPING: PHILYAW 1975 EY2586_MARK LOGO: NCGS EY2586_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2586+STABILITY: SURFACE MOTION EY2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2586+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 EY2586 EY2586 HISTORY - Date Condition Report By EY2586 HISTORY - 1975 MONUMENTED NCGS EY2586 HISTORY - 19970514 GOOD NCGS EY2586 EY2586 STATION DESCRIPTION EY2586 EY2586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2586'PHILYAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2586'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2586' EY2586'PHILYAW IS LOCATED APPROXIMATELY 7.5 MILES NORTH OF RICHLANDS, AND EY2586'10.0 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2586'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2586'ALONG NC 41 FOR 7.3 MILES TO STATION ON RIGHT, IN SHOULDER BETWEEN EY2586'TWO DRIVEWAYS TO PHILYAWS TWO STORY RESIDENCE, AND 0.9 MILE WEST EY2586'OF Y-INTERSECTION WITH SR 1003 IN COMFORT. EY2586' EY2586'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2586'PHILYAW 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2586'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY2586' EY2586'MARK IS 18.5 FT S OF C/L OF NC 41 EY2586' EY2586'52.0 FT E OF C/L OF WEST DRIVEWAY EY2586' EY2586'42.7 FT W OF C/L OF EAST DRIVEWAY EY2586' EY2586'49.5 FT N OF 28 IN PINE TREE WITH ALUMINUM REF. TAG EY2586' EY2586'71.0 FT NE OF PP WITH ALUMINUM REF. TAG EY2586 EY2586 STATION RECOVERY (1997) EY2586 EY2586'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY2586'RECOVERED AS DESCRIBED REFERENCES NOT CHECKED THIS DATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2155 *********************************************************************** EA2155 DESIGNATION - PINK EA2155 PID - EA2155 EA2155 STATE/COUNTY- NC/JONES EA2155 USGS QUAD - STELLA (1994) EA2155 EA2155 *CURRENT SURVEY CONTROL EA2155 ___________________________________________________________________ EA2155* NAD 83(1986)- 34 49 50.86470(N) 077 09 37.03746(W) ADJUSTED EA2155* NAVD 88 - 8.1 (meters) 27. (feet) VERTCON EA2155 ___________________________________________________________________ EA2155 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EA2155 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2155 EA2155 HORZ ORDER - SECOND EA2155 EA2155.The North Carolina HARNS have been completed but, EA2155.due to contractual restrictions, coordinates for these stations EA2155.will NOT be published in the near future. In the interim, the EA2155.published coordinates in North Carolina will not be EA2155.consistent with the Continuously Operating Reference Stations EA2155.(CORS). The HARN coordinates for these stations are available EA2155.upon request. Contact Gary Thompson(919-733-3836). EA2155. EA2155.In addition, the published North Carolina positions EA2155.(NAD 83 (1986)) are NOT consistent with those determined in EA2155.adjacent state readjustments. The discontinuity between stations EA2155.located in North Carolina and those in adjacent states EA2155.which have been adjusted to the HARN may be as much as 5 EA2155.decimeters. This will result in a significant loss of accuracy EA2155.over lines crossing such state borders. EA2155 EA2155 EA2155.The horizontal coordinates were established by classical geodetic methods EA2155.and adjusted by the National Geodetic Survey in July 1986. EA2155 EA2155.The NAVD 88 height was computed by applying the VERTCON shift value to EA2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2155 EA2155.The Laplace correction was computed from DEFLEC99 derived deflections. EA2155 EA2155.The geoid height was determined by GEOID03. EA2155 EA2155; North East Units Scale Factor Converg. EA2155;SPC NC - 121,452.540 777,863.567 MT 0.99989941 +1 03 42.6 EA2155;SPC NC - 398,465.54 2,552,040.72 sFT 0.99989941 +1 03 42.6 EA2155;UTM 18 - 3,856,406.938 302,448.790 MT 1.00008102 -1 14 03.3 EA2155 EA2155! - Elev Factor x Scale Factor = Combined Factor EA2155!SPC NC - 1.00000458 x 0.99989941 = 0.99990399 EA2155!UTM 18 - 1.00000458 x 1.00008102 = 1.00008560 EA2155 EA2155: Primary Azimuth Mark Grid Az EA2155:SPC NC - CAJONES 305 34 31.9 EA2155:UTM 18 - CAJONES 307 52 17.8 EA2155 EA2155|---------------------------------------------------------------------| EA2155| PID Reference Object Distance Geod. Az | EA2155| dddmmss.s | EA2155| EA2156 CAJONES APPROX. 1.2 KM 3063814.5 | EA2155|---------------------------------------------------------------------| EA2155 EA2155 SUPERSEDED SURVEY CONTROL EA2155 EA2155 NAD 27 - 34 49 50.28853(N) 077 09 38.21301(W) AD( ) 2 EA2155 NGVD 29 (07/19/86) 8.4 (m) 28. (f) VERT ANG EA2155 EA2155.Superseded values are not recommended for survey control. EA2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2155.See file dsdata.txt to determine how the superseded data were derived. EA2155 EA2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0244956407(NAD 83) EA2155_MARKER: DE = TRAVERSE STATION DISK EA2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2155_STAMPING: PINK 1975 EA2155_MARK LOGO: NCGS EA2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2155+STABILITY: SURFACE MOTION EA2155 EA2155 HISTORY - Date Condition Report By EA2155 HISTORY - 1975 MONUMENTED NCGS EA2155 HISTORY - 19870401 GOOD USPSQD EA2155 HISTORY - 19910824 GOOD USPSQD EA2155 EA2155 STATION DESCRIPTION EA2155 EA2155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2155'PINK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2155'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2155' EA2155'PINK IS LOCATED APPROXIMATELY 6.5 MILES SOUTHEAST OF MAYSVILLE EA2155'(JONES COUNTY) AND 10.0 MILES NORTH OF SWANSBORO (ONSLOW EA2155'COUNTY). TO REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH EA2155'NC 58 AT MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 6.5 EA2155'MILES TO STATION ON LEFT IN NORTHEAST SHOULDER, DIRECTLY ACROSS EA2155'HIGHWAY FROM ENTRANCE TO A SMALL PINK HOUSE, AND 0.35 MILE NORTH EA2155'OF BRIDGE OVER A SMALL STREAM. EA2155' EA2155'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2155'PINK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2155'IS 7 INCHES BELOW THE SURFACE OF THE GROUND. EA2155' EA2155'MARK IS 21.2 FT NE OF C/L OF CN 58. EA2155' EA2155'28.2 FT SW OF PP BRACE WITH ALUMINUM REF. TAG. EA2155' EA2155'72.7 FT NE OF PP WITH ALUMINUM REF. TAG. EA2155' EA2155'32.8 FT W OF 6 INCH PINE WITH ALUMINUM REF. TAG. EA2155 EA2155 STATION RECOVERY (1987) EA2155 EA2155'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2155'RECOVERED IN GOOD CONDITION. EA2155 EA2155 STATION RECOVERY (1991) EA2155 EA2155'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2938 *********************************************************************** EA2938 DESIGNATION - PIPE EA2938 PID - EA2938 EA2938 STATE/COUNTY- NC/JONES EA2938 USGS QUAD - POTTERS HILL (1980) EA2938 EA2938 *CURRENT SURVEY CONTROL EA2938 ___________________________________________________________________ EA2938* NAD 83(1986)- 34 59 07.22459(N) 077 40 53.59604(W) ADJUSTED EA2938* NAVD 88 - 34.132 (meters) 111.98 (feet) ADJUSTED EA2938 ___________________________________________________________________ EA2938 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EA2938 GEOID HEIGHT- -36.36 (meters) GEOID03 EA2938 DYNAMIC HT - 34.100 (meters) 111.88 (feet) COMP EA2938 MODELED GRAV- 979,710.6 (mgal) NAVD 88 EA2938 EA2938 HORZ ORDER - SECOND EA2938 VERT ORDER - SECOND CLASS I EA2938 EA2938.The North Carolina HARNS have been completed but, EA2938.due to contractual restrictions, coordinates for these stations EA2938.will NOT be published in the near future. In the interim, the EA2938.published coordinates in North Carolina will not be EA2938.consistent with the Continuously Operating Reference Stations EA2938.(CORS). The HARN coordinates for these stations are available EA2938.upon request. Contact Gary Thompson(919-733-3836). EA2938. EA2938.In addition, the published North Carolina positions EA2938.(NAD 83 (1986)) are NOT consistent with those determined in EA2938.adjacent state readjustments. The discontinuity between stations EA2938.located in North Carolina and those in adjacent states EA2938.which have been adjusted to the HARN may be as much as 5 EA2938.decimeters. This will result in a significant loss of accuracy EA2938.over lines crossing such state borders. EA2938 EA2938 EA2938.The horizontal coordinates were established by classical geodetic methods EA2938.and adjusted by the National Geodetic Survey in July 1986. EA2938 EA2938.The orthometric height was determined by differential leveling EA2938.and adjusted by the National Geodetic Survey in September 2005. EA2938 EA2938.The Laplace correction was computed from DEFLEC99 derived deflections. EA2938 EA2938.The geoid height was determined by GEOID03. EA2938 EA2938.The dynamic height is computed by dividing the NAVD 88 EA2938.geopotential number by the normal gravity value computed on the EA2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2938.degrees latitude (g = 980.6199 gals.). EA2938 EA2938.The modeled gravity was interpolated from observed gravity values. EA2938 EA2938; North East Units Scale Factor Converg. EA2938;SPC NC - 137,835.760 729,963.581 MT 0.99988334 +0 45 39.5 EA2938;SPC NC - 452,216.16 2,394,888.85 sFT 0.99988334 +0 45 39.5 EA2938;UTM 18 - 3,874,702.938 255,229.229 MT 1.00033847 -1 32 17.8 EA2938 EA2938! - Elev Factor x Scale Factor = Combined Factor EA2938!SPC NC - 1.00000035 x 0.99988334 = 0.99988369 EA2938!UTM 18 - 1.00000035 x 1.00033847 = 1.00033882 EA2938 EA2938: Primary Azimuth Mark Grid Az EA2938:SPC NC - MAIL 078 46 39.5 EA2938:UTM 18 - MAIL 081 04 36.8 EA2938 EA2938|---------------------------------------------------------------------| EA2938| PID Reference Object Distance Geod. Az | EA2938| dddmmss.s | EA2938| EA2937 MAIL APPROX. 0.6 KM 0793219.0 | EA2938|---------------------------------------------------------------------| EA2938 EA2938 SUPERSEDED SURVEY CONTROL EA2938 EA2938 NAD 27 - 34 59 06.63700(N) 077 40 54.69976(W) AD( ) 2 EA2938 NGVD 29 (07/19/86) 34.5 (m) 113. (f) VERT ANG EA2938 EA2938.Superseded values are not recommended for survey control. EA2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2938.See file dsdata.txt to determine how the superseded data were derived. EA2938 EA2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5522974703(NAD 83) EA2938_MARKER: DE = TRAVERSE STATION DISK EA2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2938_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2938_STAMPING: PIPE 1975 EA2938_MARK LOGO: NCGS EA2938_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2938+STABILITY: SURFACE MOTION EA2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2938+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004 EA2938 EA2938 HISTORY - Date Condition Report By EA2938 HISTORY - 1975 MONUMENTED NCGS EA2938 HISTORY - 20040911 GOOD GEOCAC EA2938 HISTORY - 20040911 GOOD NCGS EA2938 EA2938 STATION DESCRIPTION EA2938 EA2938'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2938'PIPE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2938'VICINITY OF BEULAVILLE, NORTH CAROLINA. EA2938' EA2938'PIPE IS LOCATED APPROXIMATELY 6.7 MILES NE OF BEULAVILLE, AND 9.8 EA2938'MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION OF EA2938'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED WEST EA2938'ALONG NC 41 FOR 2.9 MILES TO STATION ON RIGHT, IN NORTH SHOULDER EA2938'OVER A 30 IN CULVERT CROSSING UNDER HIGHWAY, NEAR SW CORNER OF A EA2938'CULTIVATED FIELD, AND 0.6 MILE EAST OF THE DUPLIN - JONES COUNTY EA2938'LINE. EA2938' EA2938'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2938'PIPE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2938'IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2938' EA2938'MARK IS 20.3 FT N OF C/L OF NC 41 EA2938' EA2938'20.3 FT SE OF 12 IN PINE TREE WITH ALUMINUM REF. TAG EA2938' EA2938'10.6 FT S OF NW END OF A 30 IN CULVERT EA2938' EA2938'66.8 FT W OF 13 IN PINE TREE WITH ALUMINUM REF. TAG EA2938 EA2938 STATION RECOVERY (2004) EA2938 EA2938'RECOVERY NOTE BY GEOCACHING 2004 (JBW) EA2938'RECOVERED IN GOOD CONDITION. EA2938 EA2938 STATION RECOVERY (2004) EA2938 EA2938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EA2938'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EA2938'CORRECTIONS. MARK IS ABOUT 2-FT LOWER THAN NC 41 AND IS RECESSED EA2938'10-INCHES BELOW THE GROUND. LOCATED 20.3 FT (6.2 M) NORTH OF THE EA2938'CENTERLINE OF NC 41, 10.6 FT (3.2 M) SOUTH OF NORTHWEST END OF A EA2938'30-INCHES CULVERT, AND 37.4 FT (11.4 M) SOUTH-SOUTHWEST OF A 36-INCH EA2938'PINE IN SOUTHWEST CORNER OF CULTIVATED FIELD WITH REFERENCE TAG. THE EA2938'12 AND 13 INCH PINES WITH REFERENCE TAGS ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1174 *********************************************************************** EA1174 DESIGNATION - POKEY EA1174 PID - EA1174 EA1174 STATE/COUNTY- NC/JONES EA1174 USGS QUAD - MAYSVILLE (1994) EA1174 EA1174 *CURRENT SURVEY CONTROL EA1174 ___________________________________________________________________ EA1174* NAD 83(1986)- 34 55 08.49199(N) 077 14 10.08445(W) ADJUSTED EA1174* NAVD 88 - 11.848 (meters) 38.87 (feet) ADJUSTED EA1174 ___________________________________________________________________ EA1174 LAPLACE CORR- -2.65 (seconds) DEFLEC99 EA1174 GEOID HEIGHT- -37.20 (meters) GEOID03 EA1174 DYNAMIC HT - 11.837 (meters) 38.84 (feet) COMP EA1174 MODELED GRAV- 979,697.3 (mgal) NAVD 88 EA1174 EA1174 HORZ ORDER - SECOND EA1174 VERT ORDER - FIRST CLASS II EA1174 EA1174.The North Carolina HARNS have been completed but, EA1174.due to contractual restrictions, coordinates for these stations EA1174.will NOT be published in the near future. In the interim, the EA1174.published coordinates in North Carolina will not be EA1174.consistent with the Continuously Operating Reference Stations EA1174.(CORS). The HARN coordinates for these stations are available EA1174.upon request. Contact Gary Thompson(919-733-3836). EA1174. EA1174.In addition, the published North Carolina positions EA1174.(NAD 83 (1986)) are NOT consistent with those determined in EA1174.adjacent state readjustments. The discontinuity between stations EA1174.located in North Carolina and those in adjacent states EA1174.which have been adjusted to the HARN may be as much as 5 EA1174.decimeters. This will result in a significant loss of accuracy EA1174.over lines crossing such state borders. EA1174 EA1174 EA1174.The horizontal coordinates were established by classical geodetic methods EA1174.and adjusted by the National Geodetic Survey in July 1986. EA1174 EA1174.The orthometric height was determined by differential leveling EA1174.and adjusted by the National Geodetic Survey in June 1991. EA1174 EA1174.The Laplace correction was computed from DEFLEC99 derived deflections. EA1174 EA1174.The geoid height was determined by GEOID03. EA1174 EA1174.The dynamic height is computed by dividing the NAVD 88 EA1174.geopotential number by the normal gravity value computed on the EA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1174.degrees latitude (g = 980.6199 gals.). EA1174 EA1174.The modeled gravity was interpolated from observed gravity values. EA1174 EA1174; North East Units Scale Factor Converg. EA1174;SPC NC - 131,112.114 770,753.417 MT 0.99988935 +1 01 05.0 EA1174;SPC NC - 430,156.99 2,528,713.50 sFT 0.99988935 +1 01 05.0 EA1174;UTM 18 - 3,866,345.775 295,730.185 MT 1.00011429 -1 16 49.6 EA1174 EA1174! - Elev Factor x Scale Factor = Combined Factor EA1174!SPC NC - 1.00000398 x 0.99988935 = 0.99989333 EA1174!UTM 18 - 1.00000398 x 1.00011429 = 1.00011827 EA1174 EA1174: Primary Azimuth Mark Grid Az EA1174:SPC NC - LUKE 151 16 56.1 EA1174:UTM 18 - LUKE 153 34 50.7 EA1174 EA1174|---------------------------------------------------------------------| EA1174| PID Reference Object Distance Geod. Az | EA1174| dddmmss.s | EA1174| EA1175 LUKE APPROX. 0.9 KM 1521801.1 | EA1174|---------------------------------------------------------------------| EA1174 EA1174 SUPERSEDED SURVEY CONTROL EA1174 EA1174 NAD 27 - 34 55 07.92171(N) 077 14 11.24715(W) AD( ) 2 EA1174 NGVD 29 (07/19/86) 12.2 (m) 40. (f) VERT ANG EA1174 EA1174.Superseded values are not recommended for survey control. EA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1174.See file dsdata.txt to determine how the superseded data were derived. EA1174 EA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9573066346(NAD 83) EA1174_MARKER: DE = TRAVERSE STATION DISK EA1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1174_SP_SET: CONCRETE POST EA1174_STAMPING: POKEY 1975 EA1174_MARK LOGO: NCGS EA1174_PROJECTION: FLUSH EA1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1174+STABILITY: SURFACE MOTION EA1174 EA1174 HISTORY - Date Condition Report By EA1174 HISTORY - 1975 MONUMENTED NCGS EA1174 HISTORY - 1979 GOOD NCGS EA1174 HISTORY - 19860826 GOOD USPSQD EA1174 HISTORY - 19870401 GOOD USPSQD EA1174 EA1174 STATION DESCRIPTION EA1174 EA1174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1174'POKEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1174'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1174' EA1174'POKEY IS LOCATED APPROXIMATELY 0.9 MILE NORTH OF MAYSVILLE, 6.0 EA1174'MILES SOUTH OF POLLOCKSVILLE AND 12.0 MILES SSE OF TRENTON. TO EA1174'REACH STATION FROM INTERSECTION OF U.S. 17 WITH NC 58 IN MAYSVILLE, EA1174'PROCEED NORTH ALONG U.S. 17 FOR 1.25 MILES TO STATION ON LEFT AT EA1174'POWER POLE 324 AND NEAR A HOUSE WITH A SMALL MOBILE HOME IN YARD, EA1174'AND 0.15 MILE SOUTH OF A SMALL CAROLINA TELEPHONE COMPANY EA1174'BUILDING. EA1174' EA1174'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1174'POKEY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1174'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1174' EA1174'MARK IS 51.0 FT W OF C/L OF U.S. 17. EA1174' EA1174'48.7 FT N OF C/L OF DRIVEWAY. EA1174' EA1174'39.5 FT NW OF N END OF 30 INCH DRAIN PIPE. EA1174' EA1174'3.7 FT N OF PP WITH ALUMINUM REF. TAG. EA1174' EA1174'68.8 FT SW OF 18 INCH PINE WITH ALUMINUM REF. TAG. EA1174 EA1174 STATION RECOVERY (1979) EA1174 EA1174'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1174'0.9 MI NORTH FROM MAYSVILLE. EA1174'1.25 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN EA1174'MAYSVILLE, AT POWER POLE 324, IN THE YARD OF A FRAME HOUSE AND EA1174'MOBILE HOME, 51.0 FEET WEST OF CENTERLINE OF HIGHWAY, 48.7 FEET EA1174'NORTH OF CENTERLINE OF DRIVE, 39.5 FEET NORTHWEST OF NORTH END EA1174'OF 30 INCH CULVERT UNDER DRIVE, 3.7 FEET NORTH OF POWER POLE WITH EA1174'REFERENCE TAG, 68.8 FEET SOUTHWEST OF A 18 INCH PINE WITH EA1174'REFERENCE TAG AND 79.6 FEET NORTHEAST OF NORTHEAST CORNER OF EA1174'HOUSE. EA1174'THE MARK IS 2 FT BELOW HIGHWAY. EA1174 EA1174 STATION RECOVERY (1986) EA1174 EA1174'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1174'RECOVERED IN GOOD CONDITION. EA1174 EA1174 STATION RECOVERY (1987) EA1174 EA1174'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA1174'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2403 *********************************************************************** EY2403 DESIGNATION - POLE EY2403 PID - EY2403 EY2403 STATE/COUNTY- NC/JONES EY2403 USGS QUAD - TRENTON (1982) EY2403 EY2403 *CURRENT SURVEY CONTROL EY2403 ___________________________________________________________________ EY2403* NAD 83(1986)- 35 03 07.81586(N) 077 21 19.48688(W) ADJUSTED EY2403* NAVD 88 - 11.4 (meters) 37. (feet) VERTCON EY2403 ___________________________________________________________________ EY2403 LAPLACE CORR- -2.40 (seconds) DEFLEC99 EY2403 GEOID HEIGHT- -36.90 (meters) GEOID03 EY2403 EY2403 HORZ ORDER - SECOND EY2403 EY2403.The North Carolina HARNS have been completed but, EY2403.due to contractual restrictions, coordinates for these stations EY2403.will NOT be published in the near future. In the interim, the EY2403.published coordinates in North Carolina will not be EY2403.consistent with the Continuously Operating Reference Stations EY2403.(CORS). The HARN coordinates for these stations are available EY2403.upon request. Contact Gary Thompson(919-733-3836). EY2403. EY2403.In addition, the published North Carolina positions EY2403.(NAD 83 (1986)) are NOT consistent with those determined in EY2403.adjacent state readjustments. The discontinuity between stations EY2403.located in North Carolina and those in adjacent states EY2403.which have been adjusted to the HARN may be as much as 5 EY2403.decimeters. This will result in a significant loss of accuracy EY2403.over lines crossing such state borders. EY2403 EY2403 EY2403.The horizontal coordinates were established by classical geodetic methods EY2403.and adjusted by the National Geodetic Survey in July 1986. EY2403 EY2403.The NAVD 88 height was computed by applying the VERTCON shift value to EY2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2403 EY2403.The Laplace correction was computed from DEFLEC99 derived deflections. EY2403 EY2403.The geoid height was determined by GEOID03. EY2403 EY2403; North East Units Scale Factor Converg. EY2403;SPC NC - 145,692.485 759,612.130 MT 0.99987863 +0 56 57.1 EY2403;SPC NC - 477,992.76 2,492,160.80 sFT 0.99987863 +0 56 57.1 EY2403;UTM 18 - 3,881,365.475 285,180.412 MT 1.00016878 -1 21 11.8 EY2403 EY2403! - Elev Factor x Scale Factor = Combined Factor EY2403!SPC NC - 1.00000401 x 0.99987863 = 0.99988264 EY2403!UTM 18 - 1.00000401 x 1.00016878 = 1.00017279 EY2403 EY2403: Primary Azimuth Mark Grid Az EY2403:SPC NC - FIELDS 148 20 22.2 EY2403:UTM 18 - FIELDS 150 38 31.1 EY2403 EY2403|---------------------------------------------------------------------| EY2403| PID Reference Object Distance Geod. Az | EY2403| dddmmss.s | EY2403| EY2400 FIELDS 477.941 METERS 1491719.3 | EY2403| EY2405 BULK 356.067 METERS 33708 | EY2403|---------------------------------------------------------------------| EY2403 EY2403 SUPERSEDED SURVEY CONTROL EY2403 EY2403 NAD 27 - 35 03 07.24532(N) 077 21 20.63512(W) AD( ) 2 EY2403 NGVD 29 (07/19/86) 11.7 (m) 38. (f) VERT ANG EY2403 EY2403.Superseded values are not recommended for survey control. EY2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2403.See file dsdata.txt to determine how the superseded data were derived. EY2403 EY2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8518081365(NAD 83) EY2403_MARKER: DE = TRAVERSE STATION DISK EY2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2403_STAMPING: POLE 1975 EY2403_MARK LOGO: NCGS EY2403_PROJECTION: FLUSH EY2403_MAGNETIC: N = NO MAGNETIC MATERIAL EY2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2403+STABILITY: SURFACE MOTION EY2403 EY2403 HISTORY - Date Condition Report By EY2403 HISTORY - 1974 MONUMENTED NCGS EY2403 HISTORY - 1979 MARK NOT FOUND USGS EY2403 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2403 EY2403 STATION DESCRIPTION EY2403 EY2403'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EY2403'POLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2403'THE VICINITY OF HOLLY RIDGE, NORTH CAROLINA. EY2403' EY2403'POLE IS LOCATED APPROXIMATELY 2.7 MILES NE OF HOLLY RIDGE. TO EY2403'REACH STATION FROM INTERSECTION OF U.S. 17 WITH NC 50 AT HOLLY EY2403'RIDGE, PROCEED NE ALONG U.S. 17 FOR 2.9 MILES TO STATION ON RIGHT EY2403'AT A PP. AND 1.6 MILES SOUTH OF INTERSECTION WITH NC 172 IN EY2403'FOLKSTONE. EY2403' EY2403'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2403'POLE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2403'IS FLUSH WITH THE GROUND. EY2403' EY2403'MARK IS 49.1 FT SSE OF C/L U.S. 17 EY2403' EY2403'5.2 FT N OF PP 295 WITH ALUMINUM REF. TAG EY2403' EY2403'49.9 FT NE OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EY2403' EY2403'40.9 FT NW OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EY2403' EY2403'124.3 FT SW OF A CURVE WARNING SIGN EY2403' EY2403'194.0 FT E OF DO NOT PASS SIGN EY2403 EY2403 STATION RECOVERY (1979) EY2403 EY2403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2403'MARK NOT FOUND. EY2403 EY2403 STATION RECOVERY (1982) EY2403 EY2403'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2403'THE STATION HAS BEEN DESTROYED BY GRADING. THE STATUS OF THE MARK IS EY2403'BASED ON THE RESULTS OF AN INSTRUMENT SEARCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4674 *********************************************************************** AH4674 DESIGNATION - POLLOCKSVILLE AH4674 PID - AH4674 AH4674 STATE/COUNTY- NC/JONES AH4674 USGS QUAD - POLLOCKSVILLE (1994) AH4674 AH4674 *CURRENT SURVEY CONTROL AH4674 ___________________________________________________________________ AH4674* NAD 83(1986)- 35 00 36.98738(N) 077 13 07.67817(W) ADJUSTED AH4674* NAVD 88 - 4.12 (+/-2cm) 13.5 (feet) VERTCON AH4674 ___________________________________________________________________ AH4674 LAPLACE CORR- -2.72 (seconds) DEFLEC99 AH4674 GEOID HEIGHT- -37.17 (meters) GEOID03 AH4674 AH4674 HORZ ORDER - SECOND AH4674 VERT ORDER - THIRD (See Below) AH4674 AH4674.The North Carolina HARNS have been completed but, AH4674.due to contractual restrictions, coordinates for these stations AH4674.will NOT be published in the near future. In the interim, the AH4674.published coordinates in North Carolina will not be AH4674.consistent with the Continuously Operating Reference Stations AH4674.(CORS). The HARN coordinates for these stations are available AH4674.upon request. Contact Gary Thompson(919-733-3836). AH4674. AH4674.In addition, the published North Carolina positions AH4674.(NAD 83 (1986)) are NOT consistent with those determined in AH4674.adjacent state readjustments. The discontinuity between stations AH4674.located in North Carolina and those in adjacent states AH4674.which have been adjusted to the HARN may be as much as 5 AH4674.decimeters. This will result in a significant loss of accuracy AH4674.over lines crossing such state borders. AH4674 AH4674 AH4674.The horizontal coordinates were established by classical geodetic methods AH4674.and adjusted by the National Geodetic Survey in October 1998. AH4674 AH4674.The NAVD 88 height was computed by applying the VERTCON shift value to AH4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4674.The vertical order pertains to the NGVD 29 superseded value. AH4674 AH4674.The Laplace correction was computed from DEFLEC99 derived deflections. AH4674 AH4674.The geoid height was determined by GEOID03. AH4674 AH4674; North East Units Scale Factor Converg. AH4674;SPC NC - 141,260.728 772,155.426 MT 0.99988142 +1 01 41.0 AH4674;SPC NC - 463,452.91 2,533,313.26 sFT 0.99988142 +1 01 41.0 AH4674;UTM 18 - 3,876,432.213 297,538.751 MT 1.00010522 -1 16 24.3 AH4674 AH4674! - Elev Factor x Scale Factor = Combined Factor AH4674!SPC NC - 1.00000519 x 0.99988142 = 0.99988661 AH4674!UTM 18 - 1.00000519 x 1.00010522 = 1.00011041 AH4674 AH4674 SUPERSEDED SURVEY CONTROL AH4674 AH4674 NGVD 29 (10/29/98) 4.44 (m) 14.6 (f) LEVELING 3 AH4674 AH4674.Superseded values are not recommended for survey control. AH4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4674.See file dsdata.txt to determine how the superseded data were derived. AH4674 AH4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9753976432(NAD 83) AH4674_MARKER: DE = TRAVERSE STATION DISK AH4674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AH4674_SP_SET: CONCRETE WHEELGUARD AH4674_STAMPING: POLLOCKSVILLE 1981 AH4674_MARK LOGO: NCGS AH4674_PROJECTION: FLUSH AH4674_MAGNETIC: N = NO MAGNETIC MATERIAL AH4674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4674+STABILITY: SURFACE MOTION AH4674 AH4674 HISTORY - Date Condition Report By AH4674 HISTORY - 1981 MONUMENTED NCGS AH4674 AH4674 STATION DESCRIPTION AH4674 AH4674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4674'STATION IS LOCATED IN POLLOCKSVILLE. AT THE US 17 BRIDGE OVER THE AH4674'TRENT RIVER, IN THE EAST WHEEL GUARD AT THE NORTH END OF THE BRIDGE. AH4674'LOCATED 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 M AH4674'(2.0 FT) SOUTH OF THE END OF THE WHEEL GUARD, AND 0.8 M (2.6 FT) AH4674'SOUTHWEST OF THE END OF THE BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4669 *********************************************************************** AH4669 DESIGNATION - POTS AH4669 PID - AH4669 AH4669 STATE/COUNTY- NC/JONES AH4669 USGS QUAD - TRENTON (1982) AH4669 AH4669 *CURRENT SURVEY CONTROL AH4669 ___________________________________________________________________ AH4669* NAD 83(1986)- 35 00 03.70454(N) 077 16 25.82739(W) ADJUSTED AH4669* NAVD 88 - 10.0 (meters) 33. (feet) VERTCON AH4669 ___________________________________________________________________ AH4669 LAPLACE CORR- -2.63 (seconds) DEFLEC99 AH4669 GEOID HEIGHT- -37.09 (meters) GEOID03 AH4669 AH4669 HORZ ORDER - SECOND AH4669 AH4669.The North Carolina HARNS have been completed but, AH4669.due to contractual restrictions, coordinates for these stations AH4669.will NOT be published in the near future. In the interim, the AH4669.published coordinates in North Carolina will not be AH4669.consistent with the Continuously Operating Reference Stations AH4669.(CORS). The HARN coordinates for these stations are available AH4669.upon request. Contact Gary Thompson(919-733-3836). AH4669. AH4669.In addition, the published North Carolina positions AH4669.(NAD 83 (1986)) are NOT consistent with those determined in AH4669.adjacent state readjustments. The discontinuity between stations AH4669.located in North Carolina and those in adjacent states AH4669.which have been adjusted to the HARN may be as much as 5 AH4669.decimeters. This will result in a significant loss of accuracy AH4669.over lines crossing such state borders. AH4669 AH4669 AH4669.The horizontal coordinates were established by classical geodetic methods AH4669.and adjusted by the National Geodetic Survey in October 1998. AH4669 AH4669.The NAVD 88 height was computed by applying the VERTCON shift value to AH4669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4669 AH4669.The Laplace correction was computed from DEFLEC99 derived deflections. AH4669 AH4669.The geoid height was determined by GEOID03. AH4669 AH4669; North East Units Scale Factor Converg. AH4669;SPC NC - 140,146.594 767,150.632 MT 0.99988211 +0 59 46.6 AH4669;SPC NC - 459,797.62 2,516,893.37 sFT 0.99988211 +0 59 46.6 AH4669;UTM 18 - 3,875,519.722 292,492.065 MT 1.00013072 -1 18 17.0 AH4669 AH4669! - Elev Factor x Scale Factor = Combined Factor AH4669!SPC NC - 1.00000424 x 0.99988211 = 0.99988635 AH4669!UTM 18 - 1.00000424 x 1.00013072 = 1.00013496 AH4669 AH4669|---------------------------------------------------------------------| AH4669| PID Reference Object Distance Geod. Az | AH4669| dddmmss.s | AH4669| EY2390 STOP 32.830 METERS 11106 | AH4669|---------------------------------------------------------------------| AH4669 AH4669 SUPERSEDED SURVEY CONTROL AH4669 AH4669 NGVD 29 (10/29/98) 10.4 (m) 34. (f) VERT ANG AH4669 AH4669.Superseded values are not recommended for survey control. AH4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4669.See file dsdata.txt to determine how the superseded data were derived. AH4669 AH4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9249275520(NAD 83) AH4669_MARKER: DE = TRAVERSE STATION DISK AH4669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4669_STAMPING: POTS 1982 AH4669_MARK LOGO: NCGS AH4669_PROJECTION: FLUSH AH4669_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4669+STABILITY: SURFACE MOTION AH4669 AH4669 HISTORY - Date Condition Report By AH4669 HISTORY - 1982 MONUMENTED NCGS AH4669 AH4669 STATION DESCRIPTION AH4669 AH4669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4669'STATION IS LOCATED ABOUT 4.67 KM (2.90 MI) WEST OF POLLOCKSVILLE AND AH4669'11.58 KM (7.20 MI) EAST OF TRENTON. ALONG NC 58 FOR 4.42 KM (2.75 MI) AH4669'WEST FROM US 17, IN THE WEST QUADRANT OF THE INTERSECTION WITH SR AH4669'1119. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 21.3 M (69.9 FT) AH4669'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.9 M (45.6 FT) NORTHWEST AH4669'OF THE CENTERLINE OF THE ROAD, 25.2 M (82.7 FT) NORTHEAST OF A POWER AH4669'POLE WITH A REFERENCE TAG, 12.0 M (39.4 FT) EAST OF A TELEPHONE AH4669'PEDESTAL, AND 26.0 M (85.3 FT) SOUTHWEST OF THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2396 *********************************************************************** EY2396 DESIGNATION - POWERJO EY2396 PID - EY2396 EY2396 STATE/COUNTY- NC/JONES EY2396 USGS QUAD - TRENTON (1982) EY2396 EY2396 *CURRENT SURVEY CONTROL EY2396 ___________________________________________________________________ EY2396* NAD 83(1986)- 35 02 00.67354(N) 077 19 19.52142(W) ADJUSTED EY2396* NAVD 88 - 12.2 (meters) 40. (feet) VERTCON EY2396 ___________________________________________________________________ EY2396 LAPLACE CORR- -2.47 (seconds) DEFLEC99 EY2396 GEOID HEIGHT- -36.97 (meters) GEOID03 EY2396 EY2396 HORZ ORDER - SECOND EY2396 EY2396.The North Carolina HARNS have been completed but, EY2396.due to contractual restrictions, coordinates for these stations EY2396.will NOT be published in the near future. In the interim, the EY2396.published coordinates in North Carolina will not be EY2396.consistent with the Continuously Operating Reference Stations EY2396.(CORS). The HARN coordinates for these stations are available EY2396.upon request. Contact Gary Thompson(919-733-3836). EY2396. EY2396.In addition, the published North Carolina positions EY2396.(NAD 83 (1986)) are NOT consistent with those determined in EY2396.adjacent state readjustments. The discontinuity between stations EY2396.located in North Carolina and those in adjacent states EY2396.which have been adjusted to the HARN may be as much as 5 EY2396.decimeters. This will result in a significant loss of accuracy EY2396.over lines crossing such state borders. EY2396 EY2396 EY2396.The horizontal coordinates were established by classical geodetic methods EY2396.and adjusted by the National Geodetic Survey in July 1986. EY2396 EY2396.The NAVD 88 height was computed by applying the VERTCON shift value to EY2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2396 EY2396.The Laplace correction was computed from DEFLEC99 derived deflections. EY2396 EY2396.The geoid height was determined by GEOID03. EY2396 EY2396; North East Units Scale Factor Converg. EY2396;SPC NC - 143,674.770 762,686.434 MT 0.99987981 +0 58 06.4 EY2396;SPC NC - 471,372.97 2,502,247.08 sFT 0.99987981 +0 58 06.4 EY2396;UTM 18 - 3,879,225.289 288,172.024 MT 1.00015304 -1 20 00.6 EY2396 EY2396! - Elev Factor x Scale Factor = Combined Factor EY2396!SPC NC - 1.00000389 x 0.99987981 = 0.99988370 EY2396!UTM 18 - 1.00000389 x 1.00015304 = 1.00015693 EY2396 EY2396: Primary Azimuth Mark Grid Az EY2396:SPC NC - BANK 100 36 55.8 EY2396:UTM 18 - BANK 102 55 02.8 EY2396 EY2396|---------------------------------------------------------------------| EY2396| PID Reference Object Distance Geod. Az | EY2396| dddmmss.s | EY2396| EY2395 BANK 414.297 METERS 1013502.2 | EY2396|---------------------------------------------------------------------| EY2396 EY2396 SUPERSEDED SURVEY CONTROL EY2396 EY2396 NAD 27 - 35 02 00.10432(N) 077 19 20.67382(W) AD( ) 2 EY2396 NGVD 29 (07/19/86) 12.5 (m) 41. (f) VERT ANG EY2396 EY2396.Superseded values are not recommended for survey control. EY2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2396.See file dsdata.txt to determine how the superseded data were derived. EY2396 EY2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8817279225(NAD 83) EY2396_MARKER: DE = TRAVERSE STATION DISK EY2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2396_STAMPING: POWERJO 1975 EY2396_MARK LOGO: NCGS EY2396_PROJECTION: FLUSH EY2396_MAGNETIC: N = NO MAGNETIC MATERIAL EY2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2396+STABILITY: SURFACE MOTION EY2396 EY2396 HISTORY - Date Condition Report By EY2396 HISTORY - 1975 MONUMENTED NCGS EY2396 HISTORY - 1979 MARK NOT FOUND USGS EY2396 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2396 EY2396 STATION DESCRIPTION EY2396 EY2396'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2396'POWERJO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2396'IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2396' EY2396'POWERJO IS LOCATED APPROXIMATELY 2.7 MILES SOUTHEAST OF TRENTON EY2396'AND 6.0 MILES WNW OF POLLOCKSVILLE. TO REACH STATION FROM THE JONES EY2396'COUNTY COURTHOUSE IN TRENTON, PROCEED SOUTHEAST ALONG NC 58 FOR EY2396'3.45 MILES TO STATION ON LEFT IN NORTH SHOULDER, AT PP 177 IN EY2396'FRONT OF A HOUSE, AND 0.65 MILE EAST OF SOUTH JONES HIGH SCHOOL, EY2396'AND 0.2 MILE WEST OF A STREAM CROSSING UNDER NC 58. EY2396' EY2396'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2396'POWERJO 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2396'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EY2396' EY2396'MARK IS 14.7 FT N OF C/L OF NC 58 EY2396' EY2396'16.1 FT S OF PP 177 WITH ALUMINUM REF. TAG EY2396' EY2396'73.7 FT SW OF 36 INCH OAK WITH ALUMINUM REF. TAG EY2396' EY2396'113.4 FT SE OF 9 INCH PINE WITH ALUMINUM REF. TAG EY2396' EY2396'67.8 FT NE OF TELEPHONE POST EY2396 EY2396 STATION RECOVERY (1979) EY2396 EY2396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2396'MARK NOT FOUND. EY2396 EY2396 STATION RECOVERY (1982) EY2396 EY2396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2396'THE STATION HAS BEEN DESTROYED BY GRADING. BOTH THE INITIAL SEARCH EY2396'AND A LATER INSTRUMENT SEARCH PROVED THE MARK HAD BEEN DESTROYED BY EY2396'HIGHWAY REALIGNMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4188 *********************************************************************** EY4188 DESIGNATION - PRESS EY4188 PID - EY4188 EY4188 STATE/COUNTY- NC/JONES EY4188 USGS QUAD - TRENTON (1982) EY4188 EY4188 *CURRENT SURVEY CONTROL EY4188 ___________________________________________________________________ EY4188* NAD 83(1986)- 35 04 14.90023(N) 077 20 59.40284(W) ADJUSTED EY4188* NAVD 88 - 7.6 (meters) 25. (feet) VERTCON EY4188 ___________________________________________________________________ EY4188 LAPLACE CORR- -2.45 (seconds) DEFLEC99 EY4188 GEOID HEIGHT- -36.88 (meters) GEOID03 EY4188 EY4188 HORZ ORDER - SECOND EY4188 EY4188.The North Carolina HARNS have been completed but, EY4188.due to contractual restrictions, coordinates for these stations EY4188.will NOT be published in the near future. In the interim, the EY4188.published coordinates in North Carolina will not be EY4188.consistent with the Continuously Operating Reference Stations EY4188.(CORS). The HARN coordinates for these stations are available EY4188.upon request. Contact Gary Thompson(919-733-3836). EY4188. EY4188.In addition, the published North Carolina positions EY4188.(NAD 83 (1986)) are NOT consistent with those determined in EY4188.adjacent state readjustments. The discontinuity between stations EY4188.located in North Carolina and those in adjacent states EY4188.which have been adjusted to the HARN may be as much as 5 EY4188.decimeters. This will result in a significant loss of accuracy EY4188.over lines crossing such state borders. EY4188 EY4188 EY4188.The horizontal coordinates were established by classical geodetic methods EY4188.and adjusted by the National Geodetic Survey in August 1990. EY4188 EY4188.The NAVD 88 height was computed by applying the VERTCON shift value to EY4188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4188 EY4188.The Laplace correction was computed from DEFLEC99 derived deflections. EY4188 EY4188.The geoid height was determined by GEOID03. EY4188 EY4188; North East Units Scale Factor Converg. EY4188;SPC NC - 147,767.741 760,086.603 MT 0.99987755 +0 57 08.7 EY4188;SPC NC - 484,801.33 2,493,717.46 sFT 0.99987755 +0 57 08.7 EY4188;UTM 18 - 3,883,420.584 285,738.048 MT 1.00016582 -1 21 02.5 EY4188 EY4188! - Elev Factor x Scale Factor = Combined Factor EY4188!SPC NC - 1.00000460 x 0.99987755 = 0.99988215 EY4188!UTM 18 - 1.00000460 x 1.00016582 = 1.00017042 EY4188 EY4188 SUPERSEDED SURVEY CONTROL EY4188 EY4188 NGVD 29 (08/13/90) 7.9 (m) 26. (f) VERT ANG EY4188 EY4188.Superseded values are not recommended for survey control. EY4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4188.See file dsdata.txt to determine how the superseded data were derived. EY4188 EY4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8573883421(NAD 83) EY4188_MARKER: DE = TRAVERSE STATION DISK EY4188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4188_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4188_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4188+STABILITY: SURFACE MOTION EY4188 EY4188 HISTORY - Date Condition Report By EY4188 HISTORY - 1978 MONUMENTED NCGS EY4188 HISTORY - 19990328 GOOD USPSQD EY4188 EY4188 STATION DESCRIPTION EY4188 EY4188'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4188'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE NORTH-NORTHEAST OF EY4188'TRENTON. EY4188' EY4188'TO REACH STATION FROM THE COURTHOUSE IN TRENTON, PROCEED EAST-SOUTH- EY4188'EAST ALONG SR 1001 (JONES STREET) FOR 0.1 MILE TO THE INTERSECTION EY4188'WITH WEBER STREET (WHERE SR 1001 TURNS SHARPLY TO THE LEFT) THENCE EY4188'NORTH-NORTHEAST ALONG SR 1001 FOR 0.55 MILE TO SR 1319 ON LEFT AND EY4188'STATION IN NORTHWEST QUADRANT. EY4188' EY4188'STATION MARK IS A STANDARD DISK STAMPED---PRESS 1978---, SET IN TOP EY4188'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY4188'THE MARK IS 14.8 FEET WEST-NORTHWEST OF CENTERLINE OF SR 1001, 77.5 EY4188'FEET NORTHEAST OF CENTERLINE OF SR 1319, 19.3 FEET SUTHEAST OF RIGHT- EY4188'OF-WAY MARKER, 135.3 FEET EAST-NORTHEAST OF POWER POLE 152 WITH EY4188'TRANSFORMER AND REFERENCE TAG AND 103.2 FEET SOUTH-SOUTHWEST OF 15 EY4188'INCH OAK WITH REFERENCE TAG. EY4188 EY4188 STATION RECOVERY (1999) EY4188 EY4188'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4188'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2164 *********************************************************************** EA2164 DESIGNATION - PRIVATE EA2164 PID - EA2164 EA2164 STATE/COUNTY- NC/JONES EA2164 USGS QUAD - MAYSVILLE (1994) EA2164 EA2164 *CURRENT SURVEY CONTROL EA2164 ___________________________________________________________________ EA2164* NAD 83(1986)- 34 53 29.31469(N) 077 12 54.51246(W) ADJUSTED EA2164* NAVD 88 - 10.3 (meters) 34. (feet) VERTCON EA2164 ___________________________________________________________________ EA2164 LAPLACE CORR- -2.24 (seconds) DEFLEC99 EA2164 GEOID HEIGHT- -37.23 (meters) GEOID03 EA2164 EA2164 HORZ ORDER - SECOND EA2164 EA2164.The North Carolina HARNS have been completed but, EA2164.due to contractual restrictions, coordinates for these stations EA2164.will NOT be published in the near future. In the interim, the EA2164.published coordinates in North Carolina will not be EA2164.consistent with the Continuously Operating Reference Stations EA2164.(CORS). The HARN coordinates for these stations are available EA2164.upon request. Contact Gary Thompson(919-733-3836). EA2164. EA2164.In addition, the published North Carolina positions EA2164.(NAD 83 (1986)) are NOT consistent with those determined in EA2164.adjacent state readjustments. The discontinuity between stations EA2164.located in North Carolina and those in adjacent states EA2164.which have been adjusted to the HARN may be as much as 5 EA2164.decimeters. This will result in a significant loss of accuracy EA2164.over lines crossing such state borders. EA2164 EA2164 EA2164.The horizontal coordinates were established by classical geodetic methods EA2164.and adjusted by the National Geodetic Survey in July 1986. EA2164 EA2164.The NAVD 88 height was computed by applying the VERTCON shift value to EA2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2164 EA2164.The Laplace correction was computed from DEFLEC99 derived deflections. EA2164 EA2164.The geoid height was determined by GEOID03. EA2164 EA2164; North East Units Scale Factor Converg. EA2164;SPC NC - 128,090.940 772,726.068 MT 0.99989224 +1 01 48.6 EA2164;SPC NC - 420,245.03 2,535,185.44 sFT 0.99989224 +1 01 48.6 EA2164;UTM 18 - 3,863,247.252 297,580.510 MT 1.00010502 -1 16 03.2 EA2164 EA2164! - Elev Factor x Scale Factor = Combined Factor EA2164!SPC NC - 1.00000423 x 0.99989224 = 0.99989647 EA2164!UTM 18 - 1.00000423 x 1.00010502 = 1.00010925 EA2164 EA2164: Primary Azimuth Mark Grid Az EA2164:SPC NC - MEADOWS 321 04 22.4 EA2164:UTM 18 - MEADOWS 323 22 14.2 EA2164 EA2164|---------------------------------------------------------------------| EA2164| PID Reference Object Distance Geod. Az | EA2164| dddmmss.s | EA2164| EA2163 MARTIN APPROX. 0.5 KM 1592028.6 | EA2164| EA2165 MEADOWS APPROX. 1.1 KM 3220611.0 | EA2164|---------------------------------------------------------------------| EA2164 EA2164 SUPERSEDED SURVEY CONTROL EA2164 EA2164 NAD 27 - 34 53 28.74334(N) 077 12 55.67871(W) AD( ) 2 EA2164 NGVD 29 (07/19/86) 10.6 (m) 35. (f) VERT ANG EA2164 EA2164.Superseded values are not recommended for survey control. EA2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2164.See file dsdata.txt to determine how the superseded data were derived. EA2164 EA2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9758163247(NAD 83) EA2164_MARKER: DE = TRAVERSE STATION DISK EA2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2164_STAMPING: PRIVATE 1975 EA2164_MARK LOGO: NCGS EA2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2164+STABILITY: SURFACE MOTION EA2164 EA2164 HISTORY - Date Condition Report By EA2164 HISTORY - 1975 MONUMENTED NCGS EA2164 HISTORY - 19870401 GOOD USPSQD EA2164 HISTORY - 19910824 GOOD USPSQD EA2164 EA2164 STATION DESCRIPTION EA2164 EA2164'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2164'PRIVATE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2164'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2164' EA2164'PRIVATE IS LOCATED APPROXIMATELY 1.4 MILES SOUTHEAST OF EA2164'MAYSVILLE. TO REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH EA2164'NC 58 IN MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 1.25 EA2164'MILES TO INTERSECTION WITH A PRIVATE LOOP ROAD ON RIGHT AND EA2164'STATION ON LEFT, IN NORTHEAST SHOULDER OF HIGHWAY JUST NORTH OF EA2164'THE INTERSECTION, ACROSS HIGHWAY FROM A PRIVATE - KEEP OUT EA2164'SIGN, AND NEAR WHERE POWER LINE CROSSES OVER HIGHWAY. EA2164' EA2164'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2164'PRIVATE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2164'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA2164' EA2164'MARK IS 24.3 FT ENE OF C/L OF CN 58. EA2164' EA2164'55.9 FT NNW OF PROJECTED C/L OF PRIVATE ROAD. EA2164' EA2164'38.6 FT NW OF NE END OF A 24 INCH CULVERT. EA2164' EA2164'34.2 FT NW OF TP PEDESTAL. EA2164' EA2164'84.3 FT NW OF PP WITH ALUMINUM REF. TAG. EA2164 EA2164 STATION RECOVERY (1987) EA2164 EA2164'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2164'RECOVERED IN GOOD CONDITION. EA2164 EA2164 STATION RECOVERY (1991) EA2164 EA2164'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2164'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2603 *********************************************************************** EY2603 DESIGNATION - REPAIR EY2603 PID - EY2603 EY2603 STATE/COUNTY- NC/JONES EY2603 USGS QUAD - PINK HILL (1980) EY2603 EY2603 *CURRENT SURVEY CONTROL EY2603 ___________________________________________________________________ EY2603* NAD 83(1986)- 35 00 01.95904(N) 077 38 41.75138(W) ADJUSTED EY2603* NAVD 88 - 26.4 (meters) 87. (feet) VERTCON EY2603 ___________________________________________________________________ EY2603 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EY2603 GEOID HEIGHT- -36.42 (meters) GEOID03 EY2603 EY2603 HORZ ORDER - SECOND EY2603 EY2603.The North Carolina HARNS have been completed but, EY2603.due to contractual restrictions, coordinates for these stations EY2603.will NOT be published in the near future. In the interim, the EY2603.published coordinates in North Carolina will not be EY2603.consistent with the Continuously Operating Reference Stations EY2603.(CORS). The HARN coordinates for these stations are available EY2603.upon request. Contact Gary Thompson(919-733-3836). EY2603. EY2603.In addition, the published North Carolina positions EY2603.(NAD 83 (1986)) are NOT consistent with those determined in EY2603.adjacent state readjustments. The discontinuity between stations EY2603.located in North Carolina and those in adjacent states EY2603.which have been adjusted to the HARN may be as much as 5 EY2603.decimeters. This will result in a significant loss of accuracy EY2603.over lines crossing such state borders. EY2603 EY2603 EY2603.The horizontal coordinates were established by classical geodetic methods EY2603.and adjusted by the National Geodetic Survey in July 1986. EY2603 EY2603.The NAVD 88 height was computed by applying the VERTCON shift value to EY2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2603 EY2603.The Laplace correction was computed from DEFLEC99 derived deflections. EY2603 EY2603.The geoid height was determined by GEOID03. EY2603 EY2603; North East Units Scale Factor Converg. EY2603;SPC NC - 139,567.167 733,283.756 MT 0.99988215 +0 46 55.6 EY2603;SPC NC - 457,896.61 2,405,781.79 sFT 0.99988215 +0 46 55.6 EY2603;UTM 18 - 3,876,300.441 258,617.712 MT 1.00031816 -1 31 04.2 EY2603 EY2603! - Elev Factor x Scale Factor = Combined Factor EY2603!SPC NC - 1.00000158 x 0.99988215 = 0.99988373 EY2603!UTM 18 - 1.00000158 x 1.00031816 = 1.00031974 EY2603 EY2603: Primary Azimuth Mark Grid Az EY2603:SPC NC - CROSSROADS 065 18 34.4 EY2603:UTM 18 - CROSSROADS 067 36 34.2 EY2603 EY2603|---------------------------------------------------------------------| EY2603| PID Reference Object Distance Geod. Az | EY2603| dddmmss.s | EY2603| EY2599 CROSSROADS APPROX. 0.8 KM 0660530.0 | EY2603|---------------------------------------------------------------------| EY2603 EY2603 SUPERSEDED SURVEY CONTROL EY2603 EY2603 NAD 27 - 35 00 01.37201(N) 077 38 42.85819(W) AD( ) 2 EY2603 NGVD 29 (07/19/86) 26.7 (m) 88. (f) VERT ANG EY2603 EY2603.Superseded values are not recommended for survey control. EY2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2603.See file dsdata.txt to determine how the superseded data were derived. EY2603 EY2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5861876300(NAD 83) EY2603_MARKER: DE = TRAVERSE STATION DISK EY2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2603_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2603_STAMPING: REPAIR 1975 EY2603_MARK LOGO: NCGS EY2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2603+STABILITY: SURFACE MOTION EY2603 EY2603 HISTORY - Date Condition Report By EY2603 HISTORY - 1975 MONUMENTED NCGS EY2603 HISTORY - 19970513 MARK NOT FOUND NCGS EY2603 EY2603 STATION DESCRIPTION EY2603 EY2603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2603'REPAIR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2603'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EY2603' EY2603'REPAIR IS LOCATED APPROXIMATELY 9.0 MILES NE OF BEULAVILLE, AND EY2603'9.0 MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION OF EY2603'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED WEST EY2603'ALONG NC 41 FOR 0.5 MILE TO STATION ON RIGHT, AT CORNER OF WOODS EY2603'IN FRONT OF A MOBILE HOME, AND NEAR A SMALL AUTO REPAIR SHOP. EY2603' EY2603'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2603'REPAIR 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2603'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2603' EY2603'MARK IS 36.5 FT NW OF C/L OF NC 41 EY2603' EY2603'32.4 FT SW OF C/L OF DRIVEWAY EY2603' EY2603'23.0 FT W OF SW END OF AN 18 IN CULVERT EY2603' EY2603'27.4 FT SW OF PP WITH ALUMINUM REF. TAG EY2603' EY2603'8.1 FT SE OF 12 IN PINE TREE WITH ALUMINUM REF. TAG EY2603' EY2603'22.9 FT E OF 10 IN PINE TREE WITH ALUMINUM REF. TAG EY2603 EY2603 STATION RECOVERY (1997) EY2603 EY2603'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY2603'NOT FOUND PROBABLY DESTROYED. REFERENCED DISTANCES FALL IN EY2603'APPROXIMATE CENTER OF NEW GRAVEL DIRT ROAD. LOCAL OWNER REPORTED MARK EY2603'TORN OUT BY ROAD CONSTRUCTION IN 1989. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4660 *********************************************************************** AH4660 DESIGNATION - RIVER AH4660 PID - AH4660 AH4660 STATE/COUNTY- NC/JONES AH4660 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4660 AH4660 *CURRENT SURVEY CONTROL AH4660 ___________________________________________________________________ AH4660* NAD 83(1986)- 35 04 43.42596(N) 077 25 08.06029(W) ADJUSTED AH4660* NAVD 88 - 11.2 (meters) 37. (feet) VERTCON AH4660 ___________________________________________________________________ AH4660 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AH4660 GEOID HEIGHT- -36.76 (meters) GEOID03 AH4660 AH4660 HORZ ORDER - SECOND AH4660 AH4660.The North Carolina HARNS have been completed but, AH4660.due to contractual restrictions, coordinates for these stations AH4660.will NOT be published in the near future. In the interim, the AH4660.published coordinates in North Carolina will not be AH4660.consistent with the Continuously Operating Reference Stations AH4660.(CORS). The HARN coordinates for these stations are available AH4660.upon request. Contact Gary Thompson(919-733-3836). AH4660. AH4660.In addition, the published North Carolina positions AH4660.(NAD 83 (1986)) are NOT consistent with those determined in AH4660.adjacent state readjustments. The discontinuity between stations AH4660.located in North Carolina and those in adjacent states AH4660.which have been adjusted to the HARN may be as much as 5 AH4660.decimeters. This will result in a significant loss of accuracy AH4660.over lines crossing such state borders. AH4660 AH4660 AH4660.The horizontal coordinates were established by classical geodetic methods AH4660.and adjusted by the National Geodetic Survey in October 1998. AH4660 AH4660.The NAVD 88 height was computed by applying the VERTCON shift value to AH4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4660 AH4660.The Laplace correction was computed from DEFLEC99 derived deflections. AH4660 AH4660.The geoid height was determined by GEOID03. AH4660 AH4660; North East Units Scale Factor Converg. AH4660;SPC NC - 148,544.089 753,774.234 MT 0.99987713 +0 54 45.2 AH4660;SPC NC - 487,348.40 2,473,007.63 sFT 0.99987713 +0 54 45.2 AH4660;UTM 18 - 3,884,450.298 279,460.062 MT 1.00019947 -1 23 26.6 AH4660 AH4660! - Elev Factor x Scale Factor = Combined Factor AH4660!SPC NC - 1.00000401 x 0.99987713 = 0.99988114 AH4660!UTM 18 - 1.00000401 x 1.00019947 = 1.00020348 AH4660 AH4660: Primary Azimuth Mark Grid Az AH4660:SPC NC - TRENTON NORTH TV WCTI TOWER 068 21 08.9 AH4660:UTM 18 - TRENTON NORTH TV WCTI TOWER 070 39 20.7 AH4660 AH4660|---------------------------------------------------------------------| AH4660| PID Reference Object Distance Geod. Az | AH4660| dddmmss.s | AH4660| AH4658 TRENTON NORTH TV WCTI TOWER APPROX. 8.0 KM 0691554.1 | AH4660| AH4659 BRACE 389.823 METERS 26129 | AH4660|---------------------------------------------------------------------| AH4660 AH4660 SUPERSEDED SURVEY CONTROL AH4660 AH4660 NGVD 29 (10/29/98) 11.6 (m) 38. (f) VERT ANG AH4660 AH4660.Superseded values are not recommended for survey control. AH4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4660.See file dsdata.txt to determine how the superseded data were derived. AH4660 AH4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7946084450(NAD 83) AH4660_MARKER: DE = TRAVERSE STATION DISK AH4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4660_STAMPING: RIVER 1981 AH4660_MARK LOGO: NCGS AH4660_PROJECTION: FLUSH AH4660_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4660+STABILITY: SURFACE MOTION AH4660 AH4660 HISTORY - Date Condition Report By AH4660 HISTORY - 1981 MONUMENTED NCGS AH4660 AH4660 STATION DESCRIPTION AH4660 AH4660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4660'STATION IS LOCATED ABOUT 6.28 KM (3.90 MI) WEST-NORTHWEST OF TRENTON AH4660'AND 15.29 KM (9.50 MI) SOUTH OF DOVER. ALONG NC 58 FOR 6.44 KM (4.00 AH4660'MI) WEST OF THE COURTHOUSE IN TRENTON, OR 1.61 KM (1.00 MI) WEST OF NC AH4660'41, IN THE HIGHWAY SHOULDER, AT THE SOUTHEAST CORNER OF THE TRENT AH4660'RIVER BRIDGE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 5.6 M AH4660'(18.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) EAST AH4660'OF THE SOUTHEAST END OF THE BRIDGE RAIL, 6.1 M (20.0 FT) AH4660'EAST-NORTHEAST OF THE SOUTH END OF THE WINGWALL, AND 4.7 M (15.4 FT) AH4660'EAST OF THE SOUTH END OF THE WHEELGUARD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2420 *********************************************************************** EY2420 DESIGNATION - ROCKY EY2420 PID - EY2420 EY2420 STATE/COUNTY- NC/JONES EY2420 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2420 EY2420 *CURRENT SURVEY CONTROL EY2420 ___________________________________________________________________ EY2420* NAD 83(1986)- 35 03 22.64788(N) 077 26 26.10950(W) ADJUSTED EY2420* NAVD 88 - 12.3 (meters) 40. (feet) VERTCON EY2420 ___________________________________________________________________ EY2420 LAPLACE CORR- -2.74 (seconds) DEFLEC99 EY2420 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2420 EY2420 HORZ ORDER - SECOND EY2420 EY2420.The North Carolina HARNS have been completed but, EY2420.due to contractual restrictions, coordinates for these stations EY2420.will NOT be published in the near future. In the interim, the EY2420.published coordinates in North Carolina will not be EY2420.consistent with the Continuously Operating Reference Stations EY2420.(CORS). The HARN coordinates for these stations are available EY2420.upon request. Contact Gary Thompson(919-733-3836). EY2420. EY2420.In addition, the published North Carolina positions EY2420.(NAD 83 (1986)) are NOT consistent with those determined in EY2420.adjacent state readjustments. The discontinuity between stations EY2420.located in North Carolina and those in adjacent states EY2420.which have been adjusted to the HARN may be as much as 5 EY2420.decimeters. This will result in a significant loss of accuracy EY2420.over lines crossing such state borders. EY2420 EY2420 EY2420.The horizontal coordinates were established by classical geodetic methods EY2420.and adjusted by the National Geodetic Survey in July 1986. EY2420 EY2420.The NAVD 88 height was computed by applying the VERTCON shift value to EY2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2420 EY2420.The Laplace correction was computed from DEFLEC99 derived deflections. EY2420 EY2420.The geoid height was determined by GEOID03. EY2420 EY2420; North East Units Scale Factor Converg. EY2420;SPC NC - 146,024.078 751,836.562 MT 0.99987838 +0 54 00.2 EY2420;SPC NC - 479,080.66 2,466,650.45 sFT 0.99987838 +0 54 00.2 EY2420;UTM 18 - 3,882,009.382 277,422.029 MT 1.00021060 -1 24 08.6 EY2420 EY2420! - Elev Factor x Scale Factor = Combined Factor EY2420!SPC NC - 1.00000384 x 0.99987838 = 0.99988222 EY2420!UTM 18 - 1.00000384 x 1.00021060 = 1.00021444 EY2420 EY2420: Primary Azimuth Mark Grid Az EY2420:SPC NC - JARMAN 069 55 57.5 EY2420:UTM 18 - JARMAN 072 14 06.3 EY2420 EY2420|---------------------------------------------------------------------| EY2420| PID Reference Object Distance Geod. Az | EY2420| dddmmss.s | EY2420| EY2419 JARMAN APPROX. 1.3 KM 0704957.7 | EY2420| EY2421 HOLY 409.736 METERS 2375525.0 | EY2420|---------------------------------------------------------------------| EY2420 EY2420 SUPERSEDED SURVEY CONTROL EY2420 EY2420 NAD 27 - 35 03 22.07481(N) 077 26 27.24598(W) AD( ) 2 EY2420 NGVD 29 (07/19/86) 12.6 (m) 41. (f) VERT ANG EY2420 EY2420.Superseded values are not recommended for survey control. EY2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2420.See file dsdata.txt to determine how the superseded data were derived. EY2420 EY2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7742282009(NAD 83) EY2420_MARKER: DE = TRAVERSE STATION DISK EY2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2420_STAMPING: ROCKY 1975 EY2420_MARK LOGO: NCGS EY2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2420+STABILITY: SURFACE MOTION EY2420 EY2420 HISTORY - Date Condition Report By EY2420 HISTORY - 1975 MONUMENTED NCGS EY2420 HISTORY - 19941110 MARK NOT FOUND USPSQD EY2420 EY2420 STATION DESCRIPTION EY2420 EY2420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2420'ROCKY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2420'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2420' EY2420'ROCKY IS LOCATED APPROXIMATELY 5.0 MILES WEST OF TRENTON AND 12.4 EY2420'MILES NNE OF RICHLANDS. TO REACH STATION FROM THE JONES COUNTY EY2420'COURTHOUSE IN TRENTON, PROCEED WEST ALONG NC 58 FOR 2.95 MILES TO EY2420'JUNCTION OF NC 58 WITH NC 41 AND SR 1300, THENCE SOUTHWEST ALONG EY2420'NC 41 FOR 2.85 MILES TO STATION ON RIGHT NEAR WOODS EDGE, 0.4 EY2420'MILE NORTHEAST OF INTERSECTION WITH SR 1129, AND 0.1 MILE EY2420'SOUTHWEST OF INTERSECTION WITH SR 1127 AND SR 1128 CROSSROADS. EY2420' EY2420'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2420'ROCKY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2420'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2420' EY2420'MARK IS 37.5 FT NW OF C/L OF NC 41 EY2420' EY2420'7.7 FT E OF 12 INCH PINE WITH ALUMINUM REF. TAG EY2420' EY2420'6.4 FT SW OF 10 INCH PINE WITH ALUMINUM REF. TAG EY2420' EY2420'33.9 FT SW OF 15 INCH PINE WITH ALUMINUM REF. TAG EY2420' EY2420'35.2 FT E OF 15 INCH PINE WITH ALUMINUM REF. TAG EY2420' EY2420'108.0 FT W OF MAILBOX FOR BRICK RESIDENCE EY2420 EY2420 STATION RECOVERY (1994) EY2420 EY2420'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2420'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4653 *********************************************************************** AH4653 DESIGNATION - ROSA AH4653 PID - AH4653 AH4653 STATE/COUNTY- NC/JONES AH4653 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4653 AH4653 *CURRENT SURVEY CONTROL AH4653 ___________________________________________________________________ AH4653* NAD 83(1986)- 35 05 47.32929(N) 077 28 54.56495(W) ADJUSTED AH4653* NAVD 88 - 13.0 (meters) 43. (feet) VERTCON AH4653 ___________________________________________________________________ AH4653 LAPLACE CORR- -3.13 (seconds) DEFLEC99 AH4653 GEOID HEIGHT- -36.61 (meters) GEOID03 AH4653 AH4653 HORZ ORDER - SECOND AH4653 AH4653.The North Carolina HARNS have been completed but, AH4653.due to contractual restrictions, coordinates for these stations AH4653.will NOT be published in the near future. In the interim, the AH4653.published coordinates in North Carolina will not be AH4653.consistent with the Continuously Operating Reference Stations AH4653.(CORS). The HARN coordinates for these stations are available AH4653.upon request. Contact Gary Thompson(919-733-3836). AH4653. AH4653.In addition, the published North Carolina positions AH4653.(NAD 83 (1986)) are NOT consistent with those determined in AH4653.adjacent state readjustments. The discontinuity between stations AH4653.located in North Carolina and those in adjacent states AH4653.which have been adjusted to the HARN may be as much as 5 AH4653.decimeters. This will result in a significant loss of accuracy AH4653.over lines crossing such state borders. AH4653 AH4653 AH4653.The horizontal coordinates were established by classical geodetic methods AH4653.and adjusted by the National Geodetic Survey in October 1998. AH4653 AH4653.The NAVD 88 height was computed by applying the VERTCON shift value to AH4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4653 AH4653.The Laplace correction was computed from DEFLEC99 derived deflections. AH4653 AH4653.The geoid height was determined by GEOID03. AH4653 AH4653; North East Units Scale Factor Converg. AH4653;SPC NC - 150,423.383 748,007.367 MT 0.99987624 +0 52 34.5 AH4653;SPC NC - 493,514.05 2,454,087.50 sFT 0.99987624 +0 52 34.5 AH4653;UTM 18 - 3,886,560.577 273,771.465 MT 1.00023079 -1 25 39.2 AH4653 AH4653! - Elev Factor x Scale Factor = Combined Factor AH4653!SPC NC - 1.00000370 x 0.99987624 = 0.99987994 AH4653!UTM 18 - 1.00000370 x 1.00023079 = 1.00023449 AH4653 AH4653 SUPERSEDED SURVEY CONTROL AH4653 AH4653 NGVD 29 (10/29/98) 13.4 (m) 44. (f) VERT ANG AH4653 AH4653.Superseded values are not recommended for survey control. AH4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4653.See file dsdata.txt to determine how the superseded data were derived. AH4653 AH4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7377186561(NAD 83) AH4653_MARKER: DE = TRAVERSE STATION DISK AH4653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4653_STAMPING: ROSA 1981 AH4653_MARK LOGO: NCGS AH4653_PROJECTION: FLUSH AH4653_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4653+STABILITY: SURFACE MOTION AH4653 AH4653 HISTORY - Date Condition Report By AH4653 HISTORY - 1981 MONUMENTED NCGS AH4653 AH4653 STATION DESCRIPTION AH4653 AH4653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4653'STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) NORTHWEST OF TRENTON AND AH4653'14.0 KM (8.7 MI) SOUTHWEST OF DOVER. ALONG NC 58 FOR 7.08 KM (4.40 MI) AH4653'SOUTHEAST OF THE JONES-LENOIR COUNTY LINE, AT SR 1158, IN THE GRASS AH4653'CURBED ISLAND IN FRONT OF A STORE, ON THE PROLONGATION OF THE EAST AH4653'SIDE OF THE STORE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 12.8 AH4653'M (42.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 35.2 M (115.5 AH4653'FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE HIGHWAYS, 27.2 M AH4653'(89.2 FT) NORTHWEST OF THE NORTHEAST CORNER OF A METAL GARAGE AH4653'BUILDING, 10.7 M (35.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A AH4653'STORE BUILDING, 8.5 M (27.9 FT) WEST OF THE EAST CORNER OF THE ISLAND, AH4653'AND 26.3 M (86.3 FT) EAST OF A POWER POLE (44LB) WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2588 *********************************************************************** EY2588 DESIGNATION - ROUSE EY2588 PID - EY2588 EY2588 STATE/COUNTY- NC/JONES EY2588 USGS QUAD - COMFORT (1980) EY2588 EY2588 *CURRENT SURVEY CONTROL EY2588 ___________________________________________________________________ EY2588* NAD 83(1986)- 35 00 03.31950(N) 077 32 04.50796(W) ADJUSTED EY2588* NAVD 88 - 18.7 (meters) 61. (feet) VERTCON EY2588 ___________________________________________________________________ EY2588 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EY2588 GEOID HEIGHT- -36.66 (meters) GEOID03 EY2588 EY2588 HORZ ORDER - SECOND EY2588 EY2588.The North Carolina HARNS have been completed but, EY2588.due to contractual restrictions, coordinates for these stations EY2588.will NOT be published in the near future. In the interim, the EY2588.published coordinates in North Carolina will not be EY2588.consistent with the Continuously Operating Reference Stations EY2588.(CORS). The HARN coordinates for these stations are available EY2588.upon request. Contact Gary Thompson(919-733-3836). EY2588. EY2588.In addition, the published North Carolina positions EY2588.(NAD 83 (1986)) are NOT consistent with those determined in EY2588.adjacent state readjustments. The discontinuity between stations EY2588.located in North Carolina and those in adjacent states EY2588.which have been adjusted to the HARN may be as much as 5 EY2588.decimeters. This will result in a significant loss of accuracy EY2588.over lines crossing such state borders. EY2588 EY2588 EY2588.The horizontal coordinates were established by classical geodetic methods EY2588.and adjusted by the National Geodetic Survey in July 1986. EY2588 EY2588.The NAVD 88 height was computed by applying the VERTCON shift value to EY2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2588 EY2588.The Laplace correction was computed from DEFLEC99 derived deflections. EY2588 EY2588.The geoid height was determined by GEOID03. EY2588 EY2588; North East Units Scale Factor Converg. EY2588;SPC NC - 139,752.161 743,354.096 MT 0.99988212 +0 50 44.9 EY2588;SPC NC - 458,503.55 2,438,820.90 sFT 0.99988212 +0 50 44.9 EY2588;UTM 18 - 3,876,081.040 268,691.456 MT 1.00025946 -1 27 16.0 EY2588 EY2588! - Elev Factor x Scale Factor = Combined Factor EY2588!SPC NC - 1.00000282 x 0.99988212 = 0.99988494 EY2588!UTM 18 - 1.00000282 x 1.00025946 = 1.00026229 EY2588 EY2588: Primary Azimuth Mark Grid Az EY2588:SPC NC - STROUD 063 08 09.2 EY2588:UTM 18 - STROUD 065 26 10.1 EY2588 EY2588|---------------------------------------------------------------------| EY2588| PID Reference Object Distance Geod. Az | EY2588| dddmmss.s | EY2588| EY2587 STROUD APPROX. 1.0 KM 0635854.1 | EY2588|---------------------------------------------------------------------| EY2588 EY2588 SUPERSEDED SURVEY CONTROL EY2588 EY2588 NAD 27 - 35 00 02.73681(N) 077 32 05.62992(W) AD( ) 2 EY2588 NGVD 29 (07/19/86) 19.0 (m) 62. (f) VERT ANG EY2588 EY2588.Superseded values are not recommended for survey control. EY2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2588.See file dsdata.txt to determine how the superseded data were derived. EY2588 EY2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6869176081(NAD 83) EY2588_MARKER: DE = TRAVERSE STATION DISK EY2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2588_STAMPING: ROUSE 1975 EY2588_MARK LOGO: NCGS EY2588_MAGNETIC: N = NO MAGNETIC MATERIAL EY2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2588+STABILITY: SURFACE MOTION EY2588 EY2588 HISTORY - Date Condition Report By EY2588 HISTORY - 1975 MONUMENTED NCGS EY2588 HISTORY - 1976 GOOD NCGS EY2588 EY2588 STATION DESCRIPTION EY2588 EY2588'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2588'ROUSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2588'THE VICINITY OF RICHLANDS, NORTH CAROLINA. EY2588' EY2588'ROUSE IS LOCATED APPROXIMATELY 7.0 MILES NORTH OF RICHLANDS, AND EY2588'11.1 MILES WSW OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2588'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST EY2588'ALONG NC 41 FOR 6.1 MILES TO STATION ON RIGHT NEAR A LONE TOBACCO EY2588'CURING BARN IN A FIELD, AT WEST EDGE OF BARN SHELTER, AND 0.05 EY2588'MILE EAST OF INTERSECTION WITH SR 1136 (S). EY2588' EY2588'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2588'ROUSE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2588'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2588' EY2588'MARK IS 76.0 FT S OF C/L OF NC 41 EY2588' EY2588'5.9 FT S OF SHELTER POST WITH ALUMINUM REF. TAG EY2588' EY2588'20.4 FT SW OF SHELTER POST WITH ALUMINUM REF. TAG EY2588' EY2588'71.4 FT SW OF 18 IN WALNUT TREE WITH ALUMINUM REF. TAG EY2588' EY2588'147.0 FT E OF POWER POLE WITH ALUMINUM REF. TAG EY2588 EY2588 STATION RECOVERY (1976) EY2588 EY2588'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS) EY2588'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2588' EY2588'CHANGE REFERENCE 12.0 FEET NORTHEAST TO 12.0 FEET NORTHWEST OF THE EY2588'CENTERLINE OF INTERSECTION OF SR 1547 AND NORTH RAIL. NEW REFERENCES EY2588'TO BE ADDED AS FOLLOWS - 6.4 FEET SOUTHEAST OF A WITNESS POST AND 39.2 EY2588'FEET NORTHWEST OF A RR CROSSING SIGN WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2939 *********************************************************************** EA2939 DESIGNATION - ROWE EA2939 PID - EA2939 EA2939 STATE/COUNTY- NC/JONES EA2939 USGS QUAD - POTTERS HILL (1980) EA2939 EA2939 *CURRENT SURVEY CONTROL EA2939 ___________________________________________________________________ EA2939* NAD 83(1986)- 34 59 01.27323(N) 077 41 27.00044(W) ADJUSTED EA2939* NAVD 88 - 34.887 (meters) 114.46 (feet) ADJUSTED EA2939 ___________________________________________________________________ EA2939 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EA2939 GEOID HEIGHT- -36.34 (meters) GEOID03 EA2939 DYNAMIC HT - 34.855 (meters) 114.35 (feet) COMP EA2939 MODELED GRAV- 979,710.7 (mgal) NAVD 88 EA2939 EA2939 HORZ ORDER - SECOND EA2939 VERT ORDER - SECOND CLASS I EA2939 EA2939.The North Carolina HARNS have been completed but, EA2939.due to contractual restrictions, coordinates for these stations EA2939.will NOT be published in the near future. In the interim, the EA2939.published coordinates in North Carolina will not be EA2939.consistent with the Continuously Operating Reference Stations EA2939.(CORS). The HARN coordinates for these stations are available EA2939.upon request. Contact Gary Thompson(919-733-3836). EA2939. EA2939.In addition, the published North Carolina positions EA2939.(NAD 83 (1986)) are NOT consistent with those determined in EA2939.adjacent state readjustments. The discontinuity between stations EA2939.located in North Carolina and those in adjacent states EA2939.which have been adjusted to the HARN may be as much as 5 EA2939.decimeters. This will result in a significant loss of accuracy EA2939.over lines crossing such state borders. EA2939 EA2939 EA2939.The horizontal coordinates were established by classical geodetic methods EA2939.and adjusted by the National Geodetic Survey in July 1986. EA2939 EA2939.The orthometric height was determined by differential leveling EA2939.and adjusted by the National Geodetic Survey in September 2005. EA2939 EA2939.The Laplace correction was computed from DEFLEC99 derived deflections. EA2939 EA2939.The geoid height was determined by GEOID03. EA2939 EA2939.The dynamic height is computed by dividing the NAVD 88 EA2939.geopotential number by the normal gravity value computed on the EA2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2939.degrees latitude (g = 980.6199 gals.). EA2939 EA2939.The modeled gravity was interpolated from observed gravity values. EA2939 EA2939; North East Units Scale Factor Converg. EA2939;SPC NC - 137,641.185 729,118.958 MT 0.99988347 +0 45 20.2 EA2939;SPC NC - 451,577.79 2,392,117.78 sFT 0.99988347 +0 45 20.2 EA2939;UTM 18 - 3,874,542.330 254,377.091 MT 1.00034362 -1 32 36.8 EA2939 EA2939! - Elev Factor x Scale Factor = Combined Factor EA2939!SPC NC - 1.00000023 x 0.99988347 = 0.99988370 EA2939!UTM 18 - 1.00000023 x 1.00034362 = 1.00034385 EA2939 EA2939: Primary Azimuth Mark Grid Az EA2939:SPC NC - PIPE 077 01 37.8 EA2939:UTM 18 - PIPE 079 19 34.8 EA2939 EA2939|---------------------------------------------------------------------| EA2939| PID Reference Object Distance Geod. Az | EA2939| dddmmss.s | EA2939| EA2938 PIPE APPROX. 0.9 KM 0774658.0 | EA2939| EA2940 ARNOLD APPROX. 0.5 KM 2345548.7 | EA2939|---------------------------------------------------------------------| EA2939 EA2939 SUPERSEDED SURVEY CONTROL EA2939 EA2939 NAD 27 - 34 59 00.68576(N) 077 41 28.10343(W) AD( ) 2 EA2939 NGVD 29 (07/19/86) 35.2 (m) 115. (f) VERT ANG EA2939 EA2939.Superseded values are not recommended for survey control. EA2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2939.See file dsdata.txt to determine how the superseded data were derived. EA2939 EA2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5437774542(NAD 83) EA2939_MARKER: DE = TRAVERSE STATION DISK EA2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2939_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2939_STAMPING: ROWE 1975 EA2939_MARK LOGO: NCGS EA2939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2939+STABILITY: SURFACE MOTION EA2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2939+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997 EA2939 EA2939 HISTORY - Date Condition Report By EA2939 HISTORY - 1975 MONUMENTED NCGS EA2939 HISTORY - 19970513 GOOD NCGS EA2939 EA2939 STATION DESCRIPTION EA2939 EA2939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2939'ROWE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2939'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EA2939' EA2939'ROWE IS LOCATED APPROXIMATELY 6.3 MILES NE OF BEULAVILLE, AND EA2939'10.1 MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION OF EA2939'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED WEST EA2939'ALONG NC 41 FOR 3.5 MILES TO STATION ON RIGHT AT CORNER OF WOODS, EA2939'AND JUST EAST OF JONES - DUPLIN COUNTY LINE. EA2939' EA2939'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2939'ROWE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2939'IS FLUSH WITH THE SURFACE OF THE GROUND. EA2939' EA2939'MARK IS 37.9 FT NW OF C/L OF NC 41 EA2939' EA2939'25.0 FT NE OF C/L OF FIELD ROAD EA2939' EA2939'16.7 FT NE OF EAST END OF AN 18 IN CULVERT EA2939' EA2939'93.7 FT NE OF COUNTY LINE SIGN POST WITH ALUMINUM REF. TAG EA2939' EA2939'8.4 FT SW OF 6 IN OAK TREE WITH ALUMINUM REF. TAG EA2939' EA2939'26.3 FT SW OF 6 IN PINE TREE WITH ALUMINUM REF. TAG EA2939 EA2939 STATION RECOVERY (1997) EA2939 EA2939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA2939'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. EA2939'MARK IS ABOUT 2-FT LOWER THAN THE CENTERLINE OF NC 41 AND IS NOW EA2939'RECESSED 2-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4661 *********************************************************************** AH4661 DESIGNATION - RUN AH4661 PID - AH4661 AH4661 STATE/COUNTY- NC/JONES AH4661 USGS QUAD - TRENTON (1982) AH4661 AH4661 *CURRENT SURVEY CONTROL AH4661 ___________________________________________________________________ AH4661* NAD 83(1986)- 35 03 33.68617(N) 077 21 20.44553(W) ADJUSTED AH4661* NAVD 88 - 6.9 (meters) 23. (feet) VERTCON AH4661 ___________________________________________________________________ AH4661 LAPLACE CORR- -2.44 (seconds) DEFLEC99 AH4661 GEOID HEIGHT- -36.89 (meters) GEOID03 AH4661 AH4661 HORZ ORDER - SECOND AH4661 AH4661.The North Carolina HARNS have been completed but, AH4661.due to contractual restrictions, coordinates for these stations AH4661.will NOT be published in the near future. In the interim, the AH4661.published coordinates in North Carolina will not be AH4661.consistent with the Continuously Operating Reference Stations AH4661.(CORS). The HARN coordinates for these stations are available AH4661.upon request. Contact Gary Thompson(919-733-3836). AH4661. AH4661.In addition, the published North Carolina positions AH4661.(NAD 83 (1986)) are NOT consistent with those determined in AH4661.adjacent state readjustments. The discontinuity between stations AH4661.located in North Carolina and those in adjacent states AH4661.which have been adjusted to the HARN may be as much as 5 AH4661.decimeters. This will result in a significant loss of accuracy AH4661.over lines crossing such state borders. AH4661 AH4661 AH4661.The horizontal coordinates were established by classical geodetic methods AH4661.and adjusted by the National Geodetic Survey in October 1998. AH4661 AH4661.The NAVD 88 height was computed by applying the VERTCON shift value to AH4661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4661 AH4661.The Laplace correction was computed from DEFLEC99 derived deflections. AH4661 AH4661.The geoid height was determined by GEOID03. AH4661 AH4661; North East Units Scale Factor Converg. AH4661;SPC NC - 146,489.125 759,574.639 MT 0.99987820 +0 56 56.6 AH4661;SPC NC - 480,606.40 2,492,037.79 sFT 0.99987820 +0 56 56.6 AH4661;UTM 18 - 3,882,163.209 285,174.956 MT 1.00016880 -1 21 13.2 AH4661 AH4661! - Elev Factor x Scale Factor = Combined Factor AH4661!SPC NC - 1.00000470 x 0.99987820 = 0.99988290 AH4661!UTM 18 - 1.00000470 x 1.00016880 = 1.00017350 AH4661 AH4661: Primary Azimuth Mark Grid Az AH4661:SPC NC - TRENTON 021 58 56.6 AH4661:UTM 18 - TRENTON 024 17 06.4 AH4661 AH4661|---------------------------------------------------------------------| AH4661| PID Reference Object Distance Geod. Az | AH4661| dddmmss.s | AH4661| EY2402 TRENTON APPROX. 0.5 KM 0225553.2 | AH4661| EY2406 SHACK 240.991 METERS 22017 | AH4661|---------------------------------------------------------------------| AH4661 AH4661 SUPERSEDED SURVEY CONTROL AH4661 AH4661 NGVD 29 (10/29/98) 7.3 (m) 24. (f) VERT ANG AH4661 AH4661.Superseded values are not recommended for survey control. AH4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4661.See file dsdata.txt to determine how the superseded data were derived. AH4661 AH4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8517582163(NAD 83) AH4661_MARKER: DE = TRAVERSE STATION DISK AH4661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4661_STAMPING: RUN 1982 AH4661_MARK LOGO: NCGS AH4661_PROJECTION: FLUSH AH4661_MAGNETIC: N = NO MAGNETIC MATERIAL AH4661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4661+STABILITY: SURFACE MOTION AH4661 AH4661 HISTORY - Date Condition Report By AH4661 HISTORY - 1982 MONUMENTED NCGS AH4661 AH4661 STATION DESCRIPTION AH4661 AH4661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4661'STATION IS LOCATED ABOUT 0.48 KM (0.30 MI) SOUTH OF TRENTON. ALONG NC AH4661'58 FOR 0.48 KM (0.30 MI) SOUTH OF NC 41 (AT THE COURTHOUSE)IN TRENTON, AH4661'ON THE SOUTH SIDE OF THE HIGHWAY AND THE SOUTHWEST SIDE OF A CROOKED AH4661'RUN. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 7.6 M (24.9 FT) AH4661'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.1 M (29.9 FT) NORTHEAST AH4661'OF THE SOUTH END OF THE GUARD RAIL, 13.2 M (43.3 FT) WEST OF A POWER AH4661'POLE (181) WITH A REFERENCE TAG, 23.0 M (75.5 FT) SOUTHWEST OF THE AH4661'SOUTH END OF THE EAST HEADWALL, 1.2 M (3.9 FT) EAST OF THE THIRD GUARD AH4661'RAIL POST FROM THE CROOK, AND 1.1 M (3.6 FT) SOUTH OF THE FOURTH GUARD AH4661'RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0709 *********************************************************************** EY0709 DESIGNATION - S 188 EY0709 PID - EY0709 EY0709 STATE/COUNTY- NC/JONES EY0709 USGS QUAD - DOVER (1982) EY0709 EY0709 *CURRENT SURVEY CONTROL EY0709 ___________________________________________________________________ EY0709* NAD 83(1986)- 35 13 39.43473(N) 077 28 58.55052(W) ADJUSTED EY0709* NAVD 88 - 15.762 (meters) 51.71 (feet) ADJUSTED EY0709 ___________________________________________________________________ EY0709 LAPLACE CORR- -3.27 (seconds) DEFLEC99 EY0709 GEOID HEIGHT- -36.38 (meters) GEOID03 EY0709 DYNAMIC HT - 15.747 (meters) 51.66 (feet) COMP EY0709 MODELED GRAV- 979,731.6 (mgal) NAVD 88 EY0709 OBS GRAVITY - 979,730.7 (mgal) GRAV_OBS EY0709 EY0709 HORZ ORDER - SECOND EY0709 VERT ORDER - FIRST CLASS I EY0709 EY0709.The North Carolina HARNS have been completed but, EY0709.due to contractual restrictions, coordinates for these stations EY0709.will NOT be published in the near future. In the interim, the EY0709.published coordinates in North Carolina will not be EY0709.consistent with the Continuously Operating Reference Stations EY0709.(CORS). The HARN coordinates for these stations are available EY0709.upon request. Contact Gary Thompson(919-733-3836). EY0709. EY0709.In addition, the published North Carolina positions EY0709.(NAD 83 (1986)) are NOT consistent with those determined in EY0709.adjacent state readjustments. The discontinuity between stations EY0709.located in North Carolina and those in adjacent states EY0709.which have been adjusted to the HARN may be as much as 5 EY0709.decimeters. This will result in a significant loss of accuracy EY0709.over lines crossing such state borders. EY0709 EY0709 EY0709.The horizontal coordinates were established by classical geodetic methods EY0709.and adjusted by the National Geodetic Survey in June 1998. EY0709 EY0709.The orthometric height was determined by differential leveling EY0709.and adjusted by the National Geodetic Survey in June 1991. EY0709 EY0709.The Laplace correction was computed from DEFLEC99 derived deflections. EY0709 EY0709.The geoid height was determined by GEOID03. EY0709 EY0709.The dynamic height is computed by dividing the NAVD 88 EY0709.geopotential number by the normal gravity value computed on the EY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0709.degrees latitude (g = 980.6199 gals.). EY0709 EY0709.The modeled gravity was interpolated from observed gravity values. EY0709.The observed gravity was obtained from relative gravimeter ties EY0709.to the IGSN71 gravity network. EY0709 EY0709; North East Units Scale Factor Converg. EY0709;SPC NC - 164,967.489 747,684.137 MT 0.99987268 +0 52 32.2 EY0709;SPC NC - 541,230.84 2,453,027.04 sFT 0.99987268 +0 52 32.2 EY0709;UTM 18 - 3,901,111.089 274,033.822 MT 1.00022931 -1 25 58.2 EY0709 EY0709! - Elev Factor x Scale Factor = Combined Factor EY0709!SPC NC - 1.00000324 x 0.99987268 = 0.99987592 EY0709!UTM 18 - 1.00000324 x 1.00022931 = 1.00023255 EY0709 EY0709 SUPERSEDED SURVEY CONTROL EY0709 EY0709 NGVD 29 (??/??/92) 16.129 (m) 52.92 (f) ADJ UNCH 1 1 EY0709 EY0709.Superseded values are not recommended for survey control. EY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0709.See file dsdata.txt to determine how the superseded data were derived. EY0709 EY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7403401111(NAD 83) EY0709_MARKER: DB = BENCH MARK DISK EY0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY0709_STAMPING: S 188 1968 EY0709_MARK LOGO: CGS EY0709_PROJECTION: FLUSH EY0709_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0709+STABILITY: SURFACE MOTION EY0709 EY0709 HISTORY - Date Condition Report By EY0709 HISTORY - 1968 MONUMENTED CGS EY0709 HISTORY - 1978 GOOD NCGS EY0709 HISTORY - 1978 GOOD DOD EY0709 HISTORY - 19900321 GOOD NCGS EY0709 HISTORY - 19910826 GOOD USPSQD EY0709 HISTORY - 19990328 GOOD USPSQD EY0709 EY0709 STATION DESCRIPTION EY0709 EY0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EY0709'2.4 MI W FROM DOVER. EY0709'ABOUT 2.4 MILES WEST ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY EY0709'RAILROAD FROM THE DOVER HIGH SCHOOL AT DOVER, 0.4 MILE EAST OF EY0709'MILEPOST 32, 0.1 MILE WEST OF A BRICK HOUSE, 26 FEET NORTH OF THE EY0709'NORTH RAIL OF THE TRACK, 43 FEET SOUTHWEST OF THE CENTERLINE OF A EY0709'ROAD WHICH PARALLELS THE TRACK, 3 1/2 FEET WEST OF A TELEPHONE EY0709'POLE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EY0709'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS EY0709'4 INCHES. EY0709 EY0709 STATION RECOVERY (1978) EY0709 EY0709'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EY0709'RECOVERED IN GOOD CONDITION. EY0709 EY0709 STATION RECOVERY (1978) EY0709 EY0709'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EY0709'RECOVERED IN GOOD CONDITION. EY0709 EY0709 STATION RECOVERY (1990) EY0709 EY0709'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA) EY0709'STATION HAS BEEN RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. EY0709'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF DOVER. ALONG SR 1312 EY0709'FOR 0.2 MI (0.3 KM) NORTH FROM US 70, THENCE WEST ALONG A PRIVATE EY0709'DRIVE ON THE NORTH SIDE OF THE SCL RAILROAD FOR 0.3 MI (0.5 KM) TO EY0709'WOODS ON LEFT, AND STATION BETWEEN ROAD AND RAILROAD. MARK IS LEVEL EY0709'WITH TRACK AND PROJECTING 4 INCHES ABOVE GROUND SURFACE. LOCATED 43.0 EY0709'FT (13.1 M) SOUTHWEST OF THE CENTERLINE OF ROAD, 26.0 FT (7.9 M) NORTH EY0709'OF THE NORTH RAIL, 1.0 FT (0.3 M) EAST OF A WITNESS SIGN POST, AND EY0709'12.5 FT (3.8 M) WEST OF A 10-INCH PINE WITH A REFERENCE TAG. EY0709 EY0709 STATION RECOVERY (1991) EY0709 EY0709'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EY0709'RECOVERED IN GOOD CONDITION. EY0709 EY0709 STATION RECOVERY (1999) EY0709 EY0709'RECOVERY NOTE BY US POWER SQUADRON 1999 EY0709'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2406 *********************************************************************** EY2406 DESIGNATION - SHACK EY2406 PID - EY2406 EY2406 STATE/COUNTY- NC/JONES EY2406 USGS QUAD - TRENTON (1982) EY2406 EY2406 *CURRENT SURVEY CONTROL EY2406 ___________________________________________________________________ EY2406* NAD 83(1986)- 35 03 27.72089(N) 077 21 26.59507(W) ADJUSTED EY2406* NAVD 88 - 8.4 (meters) 28. (feet) VERTCON EY2406 ___________________________________________________________________ EY2406 LAPLACE CORR- -2.44 (seconds) DEFLEC99 EY2406 GEOID HEIGHT- -36.89 (meters) GEOID03 EY2406 EY2406 HORZ ORDER - SECOND EY2406 EY2406.The North Carolina HARNS have been completed but, EY2406.due to contractual restrictions, coordinates for these stations EY2406.will NOT be published in the near future. In the interim, the EY2406.published coordinates in North Carolina will not be EY2406.consistent with the Continuously Operating Reference Stations EY2406.(CORS). The HARN coordinates for these stations are available EY2406.upon request. Contact Gary Thompson(919-733-3836). EY2406. EY2406.In addition, the published North Carolina positions EY2406.(NAD 83 (1986)) are NOT consistent with those determined in EY2406.adjacent state readjustments. The discontinuity between stations EY2406.located in North Carolina and those in adjacent states EY2406.which have been adjusted to the HARN may be as much as 5 EY2406.decimeters. This will result in a significant loss of accuracy EY2406.over lines crossing such state borders. EY2406 EY2406 EY2406.The horizontal coordinates were established by classical geodetic methods EY2406.and adjusted by the National Geodetic Survey in July 1986. EY2406 EY2406.The NAVD 88 height was computed by applying the VERTCON shift value to EY2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2406 EY2406.The Laplace correction was computed from DEFLEC99 derived deflections. EY2406 EY2406.The geoid height was determined by GEOID03. EY2406 EY2406; North East Units Scale Factor Converg. EY2406;SPC NC - 146,302.760 759,421.895 MT 0.99987830 +0 56 53.0 EY2406;SPC NC - 479,994.97 2,491,536.67 sFT 0.99987830 +0 56 53.0 EY2406;UTM 18 - 3,881,983.080 285,014.800 MT 1.00016965 -1 21 16.6 EY2406 EY2406! - Elev Factor x Scale Factor = Combined Factor EY2406!SPC NC - 1.00000448 x 0.99987830 = 0.99988278 EY2406!UTM 18 - 1.00000448 x 1.00016965 = 1.00017413 EY2406 EY2406: Primary Azimuth Mark Grid Az EY2406:SPC NC - PED 167 36 44.3 EY2406:UTM 18 - PED 169 54 53.9 EY2406 EY2406|---------------------------------------------------------------------| EY2406| PID Reference Object Distance Geod. Az | EY2406| dddmmss.s | EY2406| AH4661 RUN 240.991 METERS 04017 | EY2406| AH4662 PED 437.735 METERS 1683337.3 | EY2406|---------------------------------------------------------------------| EY2406 EY2406 SUPERSEDED SURVEY CONTROL EY2406 EY2406 NAD 27 - 35 03 27.14970(N) 077 21 27.74292(W) AD( ) 2 EY2406 NGVD 29 (07/19/86) 8.7 (m) 29. (f) VERT ANG EY2406 EY2406.Superseded values are not recommended for survey control. EY2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2406.See file dsdata.txt to determine how the superseded data were derived. EY2406 EY2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8501581983(NAD 83) EY2406_MARKER: DE = TRAVERSE STATION DISK EY2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2406_STAMPING: SHACK 1975 EY2406_MARK LOGO: NCGS EY2406_PROJECTION: FLUSH EY2406_MAGNETIC: N = NO MAGNETIC MATERIAL EY2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2406+STABILITY: SURFACE MOTION EY2406 EY2406 HISTORY - Date Condition Report By EY2406 HISTORY - 1975 MONUMENTED NCGS EY2406 HISTORY - 1979 MARK NOT FOUND USGS EY2406 HISTORY - 19820101 GOOD NCGS EY2406 EY2406 STATION DESCRIPTION EY2406 EY2406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2406'SHACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2406'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2406' EY2406'SHACK IS LOCATED APPROXIMATELY 0.4 MILE SOUTH OF TRENTON. TO EY2406'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2406'SOUTH ALONG NC 58 FOR 0.45 MILE TO STATION ON RIGHT, NEAR A POWER EY2406'SERVICE POLE FOR AN OLD HOUSE, AND 0.15 MILE SW OF BRIDGE OVER EY2406'CROOKED RUN CREEK. EY2406' EY2406'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2406'SHACK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2406'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2406' EY2406'MARK IS 93.3 FT W OF C/L OF NC 58 EY2406' EY2406'38.9 FT SE OF SE CORNER OF OLD SHACK WITH ALUMINUM REF. TAG EY2406' EY2406'4.7 FT NW OF PP WITH ALUMINUM REF. TAG EY2406' EY2406'5.7 FT SE OF ANCHOR GUY WIRE EY2406' EY2406'63.5 FT NE OF 48 IN CYPRESS TREE WITH ALUMINUM REF. TAG EY2406' EY2406'64.1 FT NW OF PP WITH ALUMINUM REF. TAG EY2406 EY2406 STATION RECOVERY (1979) EY2406 EY2406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2406'MARK NOT FOUND. EY2406 EY2406 STATION RECOVERY (1982) EY2406 EY2406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2406'RECOVERED IN GOOD CONDITION. POWER POLES HAVE BEEN RELOCATED. THE EY2406'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION EY2406'IS ALSO 30.0 M (98.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF NC 58, EY2406'5.3 M (17.4 FT) NORTHWEST OF A GUY WIRE ANCHOR BASE, 11.2 M (36.7 FT) EY2406'NORTHWEST OF A POWER POLE WITH A REFERENCE TAG, AND 20.1 M (65.9 FT) EY2406'WEST OF THE SOUTH END OF A CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2446 *********************************************************************** EA2446 DESIGNATION - SHOULDERS EA2446 PID - EA2446 EA2446 STATE/COUNTY- NC/JONES EA2446 USGS QUAD - JACKSONVILLE NE (1978) EA2446 EA2446 *CURRENT SURVEY CONTROL EA2446 ___________________________________________________________________ EA2446* NAD 83(1986)- 34 59 57.73497(N) 077 15 53.60482(W) ADJUSTED EA2446* NAVD 88 - 8.6 (meters) 28. (feet) VERTCON EA2446 ___________________________________________________________________ EA2446 LAPLACE CORR- -2.65 (seconds) DEFLEC99 EA2446 GEOID HEIGHT- -37.10 (meters) GEOID03 EA2446 EA2446 HORZ ORDER - SECOND EA2446 EA2446.The North Carolina HARNS have been completed but, EA2446.due to contractual restrictions, coordinates for these stations EA2446.will NOT be published in the near future. In the interim, the EA2446.published coordinates in North Carolina will not be EA2446.consistent with the Continuously Operating Reference Stations EA2446.(CORS). The HARN coordinates for these stations are available EA2446.upon request. Contact Gary Thompson(919-733-3836). EA2446. EA2446.In addition, the published North Carolina positions EA2446.(NAD 83 (1986)) are NOT consistent with those determined in EA2446.adjacent state readjustments. The discontinuity between stations EA2446.located in North Carolina and those in adjacent states EA2446.which have been adjusted to the HARN may be as much as 5 EA2446.decimeters. This will result in a significant loss of accuracy EA2446.over lines crossing such state borders. EA2446 EA2446 EA2446.The horizontal coordinates were established by classical geodetic methods EA2446.and adjusted by the National Geodetic Survey in July 1986. EA2446 EA2446.The NAVD 88 height was computed by applying the VERTCON shift value to EA2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2446 EA2446.The Laplace correction was computed from DEFLEC99 derived deflections. EA2446 EA2446.The geoid height was determined by GEOID03. EA2446 EA2446; North East Units Scale Factor Converg. EA2446;SPC NC - 139,976.923 767,970.711 MT 0.99988224 +1 00 05.2 EA2446;SPC NC - 459,240.95 2,519,583.91 sFT 0.99988224 +1 00 05.2 EA2446;UTM 18 - 3,875,317.212 293,304.871 MT 1.00012657 -1 17 58.3 EA2446 EA2446! - Elev Factor x Scale Factor = Combined Factor EA2446!SPC NC - 1.00000448 x 0.99988224 = 0.99988672 EA2446!UTM 18 - 1.00000448 x 1.00012657 = 1.00013105 EA2446 EA2446: Primary Azimuth Mark Grid Az EA2446:SPC NC - SPENCER 089 08 38.6 EA2446:UTM 18 - SPENCER 091 26 42.1 EA2446 EA2446|---------------------------------------------------------------------| EA2446| PID Reference Object Distance Geod. Az | EA2446| dddmmss.s | EA2446| EA2168 SPENCER APPROX. 2.9 KM 0900843.8 | EA2446|---------------------------------------------------------------------| EA2446 EA2446 SUPERSEDED SURVEY CONTROL EA2446 EA2446 NAD 27 - 34 59 57.16705(N) 077 15 54.76372(W) AD( ) 2 EA2446 NGVD 29 (07/19/86) 8.9 (m) 29. (f) VERT ANG EA2446 EA2446.Superseded values are not recommended for survey control. EA2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2446.See file dsdata.txt to determine how the superseded data were derived. EA2446 EA2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9330575317(NAD 83) EA2446_MARKER: DE = TRAVERSE STATION DISK EA2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2446_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2446_STAMPING: SHOULDERS 1975 EA2446_MARK LOGO: NCGS EA2446_PROJECTION: FLUSH EA2446_MAGNETIC: N = NO MAGNETIC MATERIAL EA2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2446+STABILITY: SURFACE MOTION EA2446 EA2446 HISTORY - Date Condition Report By EA2446 HISTORY - 1975 MONUMENTED NCGS EA2446 HISTORY - 19820101 SEE DESCRIPTION NCGS EA2446 EA2446 STATION DESCRIPTION EA2446 EA2446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2446'SHOULDERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA2446'IN THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA2446' EA2446'SHOULDERS IS LOCATED APPROXIMATELY 2.5 MILES WEST OF POLLOCKSVILLE, EA2446'AND 6.7 MILES SOUTHEAST OF TRENTON. TO REACH STATION FROM EA2446'INTERSECTION OF U.S. 17 WITH NC 58 NEAR POLLOCKSVILLE, PROCEED WEST EA2446'ALONG NC 58 FOR 2.3 MILES TO STATION ON LEFT IN SOUTH SHOULDER, EA2446'DIRECTLY ACROSS ROAD FROM PP 64, 0.55 MILE EAST OF INTERSECTION EA2446'WITH SR 1119 (SW), AND 0.2 MILE WEST OF A CULVERT FOR A STREAM EA2446'UNDER NC 58. EA2446' EA2446'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2446'SHOULDERS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2446'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA2446' EA2446'MARK IS 14.0 FT S OF C/L OF CN 58. EA2446' EA2446'205.7 FT W OF C/L OF A FIELD PATH EA2446' EA2446'46.2 FT S OF PP 64 WITH ALUMINUM REF. TAG. EA2446' EA2446'226.2 FT W OF TP PEDESTAL EA2446 EA2446 STATION RECOVERY (1982) EA2446 EA2446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA2446'THE STATION HAS BEEN DESTROYED BY GRADING. AN INSTRUMENT SEARCH WAS EA2446'UNSUCCESSFUL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1168 *********************************************************************** EA1168 DESIGNATION - SIGN EA1168 PID - EA1168 EA1168 STATE/COUNTY- NC/JONES EA1168 USGS QUAD - MAYSVILLE (1994) EA1168 EA1168 *CURRENT SURVEY CONTROL EA1168 ___________________________________________________________________ EA1168* NAD 83(1986)- 34 59 08.85474(N) 077 13 40.23693(W) ADJUSTED EA1168* NAVD 88 - 7.973 (meters) 26.16 (feet) ADJUSTED EA1168 ___________________________________________________________________ EA1168 LAPLACE CORR- -2.87 (seconds) DEFLEC99 EA1168 GEOID HEIGHT- -37.18 (meters) GEOID03 EA1168 DYNAMIC HT - 7.966 (meters) 26.14 (feet) COMP EA1168 MODELED GRAV- 979,699.3 (mgal) NAVD 88 EA1168 EA1168 HORZ ORDER - SECOND EA1168 VERT ORDER - FIRST CLASS II EA1168 EA1168.The North Carolina HARNS have been completed but, EA1168.due to contractual restrictions, coordinates for these stations EA1168.will NOT be published in the near future. In the interim, the EA1168.published coordinates in North Carolina will not be EA1168.consistent with the Continuously Operating Reference Stations EA1168.(CORS). The HARN coordinates for these stations are available EA1168.upon request. Contact Gary Thompson(919-733-3836). EA1168. EA1168.In addition, the published North Carolina positions EA1168.(NAD 83 (1986)) are NOT consistent with those determined in EA1168.adjacent state readjustments. The discontinuity between stations EA1168.located in North Carolina and those in adjacent states EA1168.which have been adjusted to the HARN may be as much as 5 EA1168.decimeters. This will result in a significant loss of accuracy EA1168.over lines crossing such state borders. EA1168 EA1168 EA1168.The horizontal coordinates were established by classical geodetic methods EA1168.and adjusted by the National Geodetic Survey in July 1986. EA1168 EA1168.The orthometric height was determined by differential leveling EA1168.and adjusted by the National Geodetic Survey in June 1991. EA1168 EA1168.The Laplace correction was computed from DEFLEC99 derived deflections. EA1168 EA1168.The geoid height was determined by GEOID03. EA1168 EA1168.The dynamic height is computed by dividing the NAVD 88 EA1168.geopotential number by the normal gravity value computed on the EA1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1168.degrees latitude (g = 980.6199 gals.). EA1168 EA1168.The modeled gravity was interpolated from observed gravity values. EA1168 EA1168; North East Units Scale Factor Converg. EA1168;SPC NC - 138,530.741 771,378.617 MT 0.99988330 +1 01 22.2 EA1168;SPC NC - 454,496.27 2,530,764.68 sFT 0.99988330 +1 01 22.2 EA1168;UTM 18 - 3,873,735.009 296,652.758 MT 1.00010965 -1 16 40.2 EA1168 EA1168! - Elev Factor x Scale Factor = Combined Factor EA1168!SPC NC - 1.00000458 x 0.99988330 = 0.99988788 EA1168!UTM 18 - 1.00000458 x 1.00010965 = 1.00011424 EA1168 EA1168: Primary Azimuth Mark Grid Az EA1168:SPC NC - CURTIS 214 44 35.0 EA1168:UTM 18 - CURTIS 217 02 37.4 EA1168 EA1168|---------------------------------------------------------------------| EA1168| PID Reference Object Distance Geod. Az | EA1168| dddmmss.s | EA1168| EA1169 CURTIS APPROX. 1.1 KM 2154557.2 | EA1168|---------------------------------------------------------------------| EA1168 EA1168 SUPERSEDED SURVEY CONTROL EA1168 EA1168 NAD 27 - 34 59 08.28777(N) 077 13 41.39994(W) AD( ) 2 EA1168 NGVD 29 (07/19/86) 8.3 (m) 27. (f) VERT ANG EA1168 EA1168.Superseded values are not recommended for survey control. EA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1168.See file dsdata.txt to determine how the superseded data were derived. EA1168 EA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9665373735(NAD 83) EA1168_MARKER: DE = TRAVERSE STATION DISK EA1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1168_SP_SET: CONCRETE POST EA1168_STAMPING: SIGN 1975 EA1168_MARK LOGO: NCGS EA1168_PROJECTION: FLUSH EA1168_MAGNETIC: N = NO MAGNETIC MATERIAL EA1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1168+STABILITY: SURFACE MOTION EA1168 EA1168 HISTORY - Date Condition Report By EA1168 HISTORY - 1975 MONUMENTED NCGS EA1168 HISTORY - 1979 GOOD NCGS EA1168 HISTORY - 19810101 GOOD NCGS EA1168 HISTORY - 19910906 GOOD USPSQD EA1168 EA1168 STATION DESCRIPTION EA1168 EA1168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1168'SIGN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1168'VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA1168' EA1168'SIGN IS LOCATED APPROXIMATELY 1.3 MILES SSW OF POLLOCKSVILLE, 5.5 EA1168'MILES NORTH OF MAYSVILLE AND 8.9 MILES SOUTHEAST OF TRENTON. TO EA1168'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 NEAR EA1168'POLLOCKSVILLE, PROCEED SOUTH ALONG U.S. 17 FOR 0.9 MILE TO STATION EA1168'ON THE LEFT AT A TELEPHONE POLE IN FRONT OF A MOBILE HOME, NEAR EA1168'A TRENTON LIVESTOCK INC. SIGN, AND 0.4 MILE NORTH OF T EA1168'INTERSECTION WITH SR 1108 (SE). EA1168' EA1168'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SIGN EA1168'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA1168'FLUSH WITH THE SURFACE OF THE GROUND. EA1168' EA1168'MARK IS 57.9 FT E OF C/L OF U.S. 17. EA1168' EA1168'63.0 FT SW OF C/L OF N DRIVE TO MOBILE HOME. EA1168' EA1168'6.9 FT NW OF TP WITH ALUMINUM REF. TAG. EA1168' EA1168'21.5 FT NW OF W END OF A TRENTON LIVESTOCK INC. SIGN AND WITH EA1168'ALUMINUM REF. TAG. EA1168' EA1168'91.8 FT SW OF TP WITH ALUMINUM REF. TAG. EA1168 EA1168 STATION RECOVERY (1979) EA1168 EA1168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1168'1.3 MI SSW FROM POLLOCKSVILLE. EA1168'0.9 MILE SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 SOUTH EA1168'OF POLLOCKSVILLE, AT A TELEPHONE POLE IN A YARD FOR A MOBILE HOME, EA1168'AND 0.4 MILE NORTH OF JUNCTION WITH SR 1108 (RAVEN WOOD FARM ROAD), EA1168'57.9 FEET EAST OF CENTERLINE OF HIGHWAY, 6.9 FEET NORTHWEST OF EA1168'TELEPHONE POLE 52 WITH REFERENCE TAG, 91.8 FEET SOUTHWEST OF EA1168'TELEPHONE POLE 51 WITH REFERENCE TAG AND 118.0 FEET SOUTH OF EAST EA1168'END OF A 30 INCH CULVERT UNDER HIGHWAY. EA1168'THE MARK IS 1 FT BELOW HIGHWAY. EA1168 EA1168 STATION RECOVERY (1981) EA1168 EA1168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EA1168'RECOVERED GOOD WITH THE FOLLOWING CORRECTIONS. MARK IS 7.1 M (23.3 FT) EA1168'SOUTHWEST OF A PAVED DRIVE, 10.5 M (34.4 FT) SOUTHEAST OF THE SOUTH EA1168'END OF THE DRIVEWAY CULVERT, AND 28.9 M (94.8 FT) WEST-SOUTHWEST OF A EA1168'15-INCH MAPLE WITH A REFERENCE TAG. EA1168 EA1168 STATION RECOVERY (1991) EA1168 EA1168'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA1168'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2414 *********************************************************************** EY2414 DESIGNATION - SMITHS EY2414 PID - EY2414 EY2414 STATE/COUNTY- NC/JONES EY2414 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2414 EY2414 *CURRENT SURVEY CONTROL EY2414 ___________________________________________________________________ EY2414* NAD 83(1986)- 35 04 37.76179(N) 077 23 39.68291(W) ADJUSTED EY2414* NAVD 88 - 12.5 (meters) 41. (feet) VERTCON EY2414 ___________________________________________________________________ EY2414 LAPLACE CORR- -2.64 (seconds) DEFLEC99 EY2414 GEOID HEIGHT- -36.80 (meters) GEOID03 EY2414 EY2414 HORZ ORDER - SECOND EY2414 EY2414.The North Carolina HARNS have been completed but, EY2414.due to contractual restrictions, coordinates for these stations EY2414.will NOT be published in the near future. In the interim, the EY2414.published coordinates in North Carolina will not be EY2414.consistent with the Continuously Operating Reference Stations EY2414.(CORS). The HARN coordinates for these stations are available EY2414.upon request. Contact Gary Thompson(919-733-3836). EY2414. EY2414.In addition, the published North Carolina positions EY2414.(NAD 83 (1986)) are NOT consistent with those determined in EY2414.adjacent state readjustments. The discontinuity between stations EY2414.located in North Carolina and those in adjacent states EY2414.which have been adjusted to the HARN may be as much as 5 EY2414.decimeters. This will result in a significant loss of accuracy EY2414.over lines crossing such state borders. EY2414 EY2414 EY2414.The horizontal coordinates were established by classical geodetic methods EY2414.and adjusted by the National Geodetic Survey in July 1986. EY2414 EY2414.The NAVD 88 height was computed by applying the VERTCON shift value to EY2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2414 EY2414.The Laplace correction was computed from DEFLEC99 derived deflections. EY2414 EY2414.The geoid height was determined by GEOID03. EY2414 EY2414; North East Units Scale Factor Converg. EY2414;SPC NC - 148,405.510 756,015.403 MT 0.99987721 +0 55 36.2 EY2414;SPC NC - 486,893.74 2,480,360.53 sFT 0.99987721 +0 55 36.2 EY2414;UTM 18 - 3,884,221.689 281,694.557 MT 1.00018738 -1 22 35.5 EY2414 EY2414! - Elev Factor x Scale Factor = Combined Factor EY2414!SPC NC - 1.00000382 x 0.99987721 = 0.99988103 EY2414!UTM 18 - 1.00000382 x 1.00018738 = 1.00019120 EY2414 EY2414: Primary Azimuth Mark Grid Az EY2414:SPC NC - WAY 112 36 51.4 EY2414:UTM 18 - WAY 114 55 03.1 EY2414 EY2414|---------------------------------------------------------------------| EY2414| PID Reference Object Distance Geod. Az | EY2414| dddmmss.s | EY2414| EY2413 WAY APPROX. 1.2 KM 1133227.6 | EY2414|---------------------------------------------------------------------| EY2414 EY2414 SUPERSEDED SURVEY CONTROL EY2414 EY2414 NAD 27 - 35 04 37.19152(N) 077 23 40.82536(W) AD( ) 2 EY2414 NGVD 29 (07/19/86) 12.8 (m) 42. (f) VERT ANG EY2414 EY2414.Superseded values are not recommended for survey control. EY2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2414.See file dsdata.txt to determine how the superseded data were derived. EY2414 EY2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8169584222(NAD 83) EY2414_MARKER: DE = TRAVERSE STATION DISK EY2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2414_STAMPING: SMITHS 1975 EY2414_MARK LOGO: NCGS EY2414_PROJECTION: FLUSH EY2414_MAGNETIC: N = NO MAGNETIC MATERIAL EY2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2414+STABILITY: SURFACE MOTION EY2414 EY2414 HISTORY - Date Condition Report By EY2414 HISTORY - 1975 MONUMENTED NCGS EY2414 HISTORY - 1979 GOOD NCGS EY2414 HISTORY - 19810101 GOOD NCGS EY2414 EY2414 STATION DESCRIPTION EY2414 EY2414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2414'SMITHS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2414'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2414' EY2414'SMITHS IS LOCATED APPROXIMATELY 2.5 MILES WNW OF TRENTON. TO EY2414'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2414'WEST ALONG NC 58 FOR 2.5 MILES TO STATION ON RIGHT, AT WEST EY2414'ENTRANCE TO A FARM MACHINERY AND EQUIPMENT BUILDING, AND NEAR A EY2414'SMITHS GROCERY AND RESTAURANT SIGN. EY2414' EY2414'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2414'SMITHS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2414'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2414' EY2414'MARK IS 51.4 FT NE OF C/L OF NC 58 EY2414' EY2414'16.4 FT NW OF C/L OF DRIVEWAY EY2414' EY2414'2.6 FT SW OF PP WITH ALUMINUM REF. TAG EY2414' EY2414'30.7 FT SW OF 18 INCH PINE WITH ALUMINUM REF. TAG EY2414 EY2414 STATION RECOVERY (1979) EY2414 EY2414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2414'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2414 EY2414 STATION RECOVERY (1981) EY2414 EY2414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2414'RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2933 *********************************************************************** EA2933 DESIGNATION - SPACE EA2933 PID - EA2933 EA2933 STATE/COUNTY- NC/JONES EA2933 USGS QUAD - POTTERS HILL (1980) EA2933 EA2933 *CURRENT SURVEY CONTROL EA2933 ___________________________________________________________________ EA2933* NAD 83(1986)- 34 59 33.31629(N) 077 38 29.19610(W) ADJUSTED EA2933* NAVD 88 - 25.9 (meters) 85. (feet) VERTCON EA2933 ___________________________________________________________________ EA2933 LAPLACE CORR- -3.63 (seconds) DEFLEC99 EA2933 GEOID HEIGHT- -36.45 (meters) GEOID03 EA2933 EA2933 HORZ ORDER - SECOND EA2933 EA2933.The North Carolina HARNS have been completed but, EA2933.due to contractual restrictions, coordinates for these stations EA2933.will NOT be published in the near future. In the interim, the EA2933.published coordinates in North Carolina will not be EA2933.consistent with the Continuously Operating Reference Stations EA2933.(CORS). The HARN coordinates for these stations are available EA2933.upon request. Contact Gary Thompson(919-733-3836). EA2933. EA2933.In addition, the published North Carolina positions EA2933.(NAD 83 (1986)) are NOT consistent with those determined in EA2933.adjacent state readjustments. The discontinuity between stations EA2933.located in North Carolina and those in adjacent states EA2933.which have been adjusted to the HARN may be as much as 5 EA2933.decimeters. This will result in a significant loss of accuracy EA2933.over lines crossing such state borders. EA2933 EA2933 EA2933.The horizontal coordinates were established by classical geodetic methods EA2933.and adjusted by the National Geodetic Survey in July 1986. EA2933 EA2933.The NAVD 88 height was computed by applying the VERTCON shift value to EA2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2933 EA2933.The Laplace correction was computed from DEFLEC99 derived deflections. EA2933 EA2933.The geoid height was determined by GEOID03. EA2933 EA2933; North East Units Scale Factor Converg. EA2933;SPC NC - 138,689.026 733,614.139 MT 0.99988276 +0 47 02.8 EA2933;SPC NC - 455,015.58 2,406,865.72 sFT 0.99988276 +0 47 02.8 EA2933;UTM 18 - 3,875,409.362 258,912.720 MT 1.00031640 -1 30 55.9 EA2933 EA2933! - Elev Factor x Scale Factor = Combined Factor EA2933!SPC NC - 1.00000166 x 0.99988276 = 0.99988442 EA2933!UTM 18 - 1.00000166 x 1.00031640 = 1.00031806 EA2933 EA2933: Primary Azimuth Mark Grid Az EA2933:SPC NC - JOON 165 12 59.3 EA2933:UTM 18 - JOON 167 30 58.0 EA2933 EA2933|---------------------------------------------------------------------| EA2933| PID Reference Object Distance Geod. Az | EA2933| dddmmss.s | EA2933| EA2932 JOON APPROX. 0.9 KM 1660002.1 | EA2933|---------------------------------------------------------------------| EA2933 EA2933 SUPERSEDED SURVEY CONTROL EA2933 EA2933 NAD 27 - 34 59 32.72869(N) 077 38 30.30331(W) AD( ) 2 EA2933 NGVD 29 (07/19/86) 26.2 (m) 86. (f) VERT ANG EA2933 EA2933.Superseded values are not recommended for survey control. EA2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2933.See file dsdata.txt to determine how the superseded data were derived. EA2933 EA2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5891375409(NAD 83) EA2933_MARKER: DE = TRAVERSE STATION DISK EA2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2933_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2933_STAMPING: SPACE 1975 EA2933_MARK LOGO: NCGS EA2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2933+STABILITY: SURFACE MOTION EA2933 EA2933 HISTORY - Date Condition Report By EA2933 HISTORY - 1975 MONUMENTED NCGS EA2933 EA2933 STATION DESCRIPTION EA2933 EA2933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2933'SPACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2933'THE VICINITY OF RICHLANDS (ONSLOW CO.), NORTH CAROLINA. EA2933' EA2933'SPACE IS LOCATED APPROXIMATELY 0.8 MILES SOUTH OF HARGETTS STORE EA2933'CROSSROADS COMMUNITY (ONSLOW CO.) AND 8.3 MILES NORTHWEST OF EA2933'RICHLANDS (ONSLOW CO.) TO REACH STATION FROM INTERSECTION OF EA2933'U.S. 258 WITH NC 41 AT HARGETTS STORE, PROCEED SOUTH ALONG U.S. EA2933'258 FOR 0.8 MILE TO STATION ON RIGHT AT EDGE OF WOODS, NEAR A EA2933'DITCH CROSSING, ACROSS HIGHWAY FROM AND ABOUT MIDWAY BETWEEN A EA2933'LAND FOR SALE SIGN AND A SELF SERVICE GAS SIGN AND 0.6 MILE EA2933'NORTH OF THE JONES-ONSLOW COUNTY LINE. EA2933' EA2933'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2933'SPACE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2933'IS PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND. EA2933' EA2933'MARK IS 68.8 FT NW OF C/L U.S. 258 EA2933' EA2933'53.2 FT NW OF NORTH END OF A 30 INCH CULVERT EA2933' EA2933'9.3 FT S OF A 3 INCH PINE WITH ALUMINUM REF. TAG EA2933' EA2933'5.8 FT SE OF A 3 INCH PINE WITH ALUMINUM REF. TAG EA2933' EA2933'25.6 FT NE OF A 6 INCH PINE WITH ALUMINUM REF. TAG EA2933' EA2933'34.8 FT N OF A 12 INCH PINE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2168 *********************************************************************** EA2168 DESIGNATION - SPENCER EA2168 PID - EA2168 EA2168 STATE/COUNTY- NC/JONES EA2168 USGS QUAD - MAYSVILLE (1994) EA2168 EA2168 *CURRENT SURVEY CONTROL EA2168 ___________________________________________________________________ EA2168* NAD 83(1986)- 34 59 57.47759(N) 077 13 57.78120(W) ADJUSTED EA2168* NAVD 88 - 8.6 (meters) 28. (feet) VERTCON EA2168 ___________________________________________________________________ EA2168 LAPLACE CORR- -2.74 (seconds) DEFLEC99 EA2168 GEOID HEIGHT- -37.16 (meters) GEOID03 EA2168 EA2168 HORZ ORDER - SECOND EA2168 EA2168.The North Carolina HARNS have been completed but, EA2168.due to contractual restrictions, coordinates for these stations EA2168.will NOT be published in the near future. In the interim, the EA2168.published coordinates in North Carolina will not be EA2168.consistent with the Continuously Operating Reference Stations EA2168.(CORS). The HARN coordinates for these stations are available EA2168.upon request. Contact Gary Thompson(919-733-3836). EA2168. EA2168.In addition, the published North Carolina positions EA2168.(NAD 83 (1986)) are NOT consistent with those determined in EA2168.adjacent state readjustments. The discontinuity between stations EA2168.located in North Carolina and those in adjacent states EA2168.which have been adjusted to the HARN may be as much as 5 EA2168.decimeters. This will result in a significant loss of accuracy EA2168.over lines crossing such state borders. EA2168 EA2168 EA2168.The horizontal coordinates were established by classical geodetic methods EA2168.and adjusted by the National Geodetic Survey in July 1986. EA2168 EA2168.The NAVD 88 height was computed by applying the VERTCON shift value to EA2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2168 EA2168.The Laplace correction was computed from DEFLEC99 derived deflections. EA2168 EA2168.The geoid height was determined by GEOID03. EA2168 EA2168; North East Units Scale Factor Converg. EA2168;SPC NC - 140,020.796 770,907.107 MT 0.99988224 +1 01 12.1 EA2168;SPC NC - 459,384.89 2,529,217.73 sFT 0.99988224 +1 01 12.1 EA2168;UTM 18 - 3,875,243.137 296,241.356 MT 1.00011171 -1 16 51.8 EA2168 EA2168! - Elev Factor x Scale Factor = Combined Factor EA2168!SPC NC - 1.00000449 x 0.99988224 = 0.99988673 EA2168!UTM 18 - 1.00000449 x 1.00011171 = 1.00011620 EA2168 EA2168: Primary Azimuth Mark Grid Az EA2168:SPC NC - MONETTE 098 43 23.4 EA2168:UTM 18 - MONETTE 101 01 27.3 EA2168 EA2168|---------------------------------------------------------------------| EA2168| PID Reference Object Distance Geod. Az | EA2168| dddmmss.s | EA2168| EA2166 MONETTE APPROX. 0.7 KM 0994435.5 | EA2168|---------------------------------------------------------------------| EA2168 EA2168 SUPERSEDED SURVEY CONTROL EA2168 EA2168 NAD 27 - 34 59 56.91076(N) 077 13 58.94382(W) AD( ) 2 EA2168 NGVD 29 (07/19/86) 8.9 (m) 29. (f) VERT ANG EA2168 EA2168.Superseded values are not recommended for survey control. EA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2168.See file dsdata.txt to determine how the superseded data were derived. EA2168 EA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9624175243(NAD 83) EA2168_MARKER: DE = TRAVERSE STATION DISK EA2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2168_STAMPING: SPENCER 1975 EA2168_MARK LOGO: NCGS EA2168_PROJECTION: FLUSH EA2168_MAGNETIC: N = NO MAGNETIC MATERIAL EA2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2168+STABILITY: SURFACE MOTION EA2168 EA2168 HISTORY - Date Condition Report By EA2168 HISTORY - 1975 MONUMENTED NCGS EA2168 HISTORY - 1979 MARK NOT FOUND NCGS EA2168 HISTORY - 19820101 SEE DESCRIPTION NCGS EA2168 EA2168 STATION DESCRIPTION EA2168 EA2168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2168'SPENCER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2168'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA2168' EA2168'SPENCER IS LOCATED APPROXIMATELY 0.7 MILE WSW OF POLLOCKSVILLE, EA2168'AND 8.1 MILES ESE OF TRENTON. TO REACH STATION FROM INTERSECTION EA2168'OF U.S. 17 WITH NC 58 NEAR POLLOCKSVILLE, PROCEED WEST ALONG CN 58 EA2168'FOR 0.45 MILE TO STATION ON LEFT IN NORTH SHOULDER NEAR PP 13, AND EA2168'0.1 MILE EAST OF INTERSECTION WITH SR 1338 (N). EA2168' EA2168'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2168'SPENCER 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2168'WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND. EA2168' EA2168'MARK IS 13.5 FT N OF C/L OF CN 58. EA2168' EA2168'16.5 FT S OF PP 13 WITH ALUMINUM REF. TAG. EA2168' EA2168'44.3 FT N OF TP WITH ALUMINUM REF. TAG. EA2168' EA2168'128.9 FT W OF PP WITH ALUMINUM REF. TAG. EA2168' EA2168'124.7 FT E OF SPEED LIMIT SIGN POST WITH ALUMINUM REF. TAG. EA2168 EA2168 STATION RECOVERY (1979) EA2168 EA2168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH) EA2168'THE STATION WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION. EA2168 EA2168 STATION RECOVERY (1982) EA2168 EA2168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EA2168'AS PER A 1979 REPORT, THE STATION WAS SEARCHED FOR BUT NOT FOUND, AND EA2168'HAS PROBABLY BEEN DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2390 *********************************************************************** EY2390 DESIGNATION - STOP EY2390 PID - EY2390 EY2390 STATE/COUNTY- NC/JONES EY2390 USGS QUAD - TRENTON (1982) EY2390 EY2390 *CURRENT SURVEY CONTROL EY2390 ___________________________________________________________________ EY2390* NAD 83(1986)- 35 00 03.32114(N) 077 16 24.61947(W) ADJUSTED EY2390* NAVD 88 - 10.4 (meters) 34. (feet) VERTCON EY2390 ___________________________________________________________________ EY2390 LAPLACE CORR- -2.63 (seconds) DEFLEC99 EY2390 GEOID HEIGHT- -37.09 (meters) GEOID03 EY2390 EY2390 HORZ ORDER - SECOND EY2390 EY2390.The North Carolina HARNS have been completed but, EY2390.due to contractual restrictions, coordinates for these stations EY2390.will NOT be published in the near future. In the interim, the EY2390.published coordinates in North Carolina will not be EY2390.consistent with the Continuously Operating Reference Stations EY2390.(CORS). The HARN coordinates for these stations are available EY2390.upon request. Contact Gary Thompson(919-733-3836). EY2390. EY2390.In addition, the published North Carolina positions EY2390.(NAD 83 (1986)) are NOT consistent with those determined in EY2390.adjacent state readjustments. The discontinuity between stations EY2390.located in North Carolina and those in adjacent states EY2390.which have been adjusted to the HARN may be as much as 5 EY2390.decimeters. This will result in a significant loss of accuracy EY2390.over lines crossing such state borders. EY2390 EY2390 EY2390.The horizontal coordinates were established by classical geodetic methods EY2390.and adjusted by the National Geodetic Survey in July 1986. EY2390 EY2390.The NAVD 88 height was computed by applying the VERTCON shift value to EY2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2390 EY2390.The Laplace correction was computed from DEFLEC99 derived deflections. EY2390 EY2390.The geoid height was determined by GEOID03. EY2390 EY2390; North East Units Scale Factor Converg. EY2390;SPC NC - 140,135.315 767,181.459 MT 0.99988212 +0 59 47.3 EY2390;SPC NC - 459,760.61 2,516,994.50 sFT 0.99988212 +0 59 47.3 EY2390;UTM 18 - 3,875,507.211 292,522.422 MT 1.00013056 -1 18 16.3 EY2390 EY2390! - Elev Factor x Scale Factor = Combined Factor EY2390!SPC NC - 1.00000419 x 0.99988212 = 0.99988631 EY2390!UTM 18 - 1.00000419 x 1.00013056 = 1.00013475 EY2390 EY2390: Primary Azimuth Mark Grid Az EY2390:SPC NC - SHOULDERS 101 20 51.9 EY2390:UTM 18 - SHOULDERS 103 38 55.5 EY2390 EY2390|---------------------------------------------------------------------| EY2390| PID Reference Object Distance Geod. Az | EY2390| dddmmss.s | EY2390| EA2446 SHOULDERS APPROX. 0.8 KM 1022039.2 | EY2390|---------------------------------------------------------------------| EY2390 EY2390 SUPERSEDED SURVEY CONTROL EY2390 EY2390 NAD 27 - 35 00 02.75296(N) 077 16 25.77721(W) AD( ) 2 EY2390 NGVD 29 (10/29/98) 10.7 (m) 35. (f) H LEVEL EY2390 EY2390.Superseded values are not recommended for survey control. EY2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2390.See file dsdata.txt to determine how the superseded data were derived. EY2390 EY2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9252275507(NAD 83) EY2390_MARKER: DE = TRAVERSE STATION DISK EY2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2390_STAMPING: STOP 1975 EY2390_MARK LOGO: NCGS EY2390_PROJECTION: FLUSH EY2390_MAGNETIC: N = NO MAGNETIC MATERIAL EY2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2390+STABILITY: SURFACE MOTION EY2390 EY2390 HISTORY - Date Condition Report By EY2390 HISTORY - 1975 MONUMENTED NCGS EY2390 HISTORY - 19820101 GOOD NCGS EY2390 EY2390 STATION DESCRIPTION EY2390 EY2390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2390'STOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2390'VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EY2390' EY2390'STOP IS LOCATED APPROXIMATELY 3.0 MILES WEST OF POLLOCKSVILLE, AND EY2390'6.3 MILES SE OF TRENTON. TO REACH STATION FROM INTERSECTION OF EY2390'U.S. 17 WITH NC 58 NEAR POLLOCKSVILLE, PROCEED WEST ALONG NC 58 FOR EY2390'2.55 MILES TO SR 1119 (SW), AND STATION ON LEFT IN SOUTHEAST EY2390'QUADRANT OF THE T-INTERSECTION AT A STOP SIGN. EY2390' EY2390'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2390'STOP 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2390'IS 12 INCHES BELOW THE SURFACE OF THE GROUND. EY2390' EY2390'MARK IS 60.2 FT SW OF C/L OF NC 58 EY2390' EY2390'21.5 FT S OF C/L OF SR 1119 EY2390' EY2390'2.6 FT N OF A STOP SIGN WITH ALUMINUM REF. TAG EY2390' EY2390'102.4 FT S OF A PP WITH ALUMINUM REF. TAG EY2390' EY2390'97.6 FT SE OF A PP WITH ALUMINUM REF. TAG EY2390' EY2390'78.4 FT SE OF A TP PEDESTAL EY2390 EY2390 STATION RECOVERY (1982) EY2390 EY2390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2390'RECOVERED GOOD WITH THE FOLLOWING CORRECTIONS. THE STATION IS NOW EY2390'RECESSED 24 INCHES BELOW GROUND. LOCATED 32.8 M (107.6 FT) SOUTHEAST EY2390'OF NCGS---POTS 1982---, 18.3 M (60.0 FT) SOUTHEAST OF THE CENTERLINE EY2390'OF SR 1119, 18.9 M (62.0 FT) SOUTHWEST OF THE CENTERLINE OF NC 58, EY2390'43.0 M (141.1 FT) SOUTH OF A TELEPHONE PEDESTAL (84N), AND 46.6 M EY2390'(152.9 FT) EAST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2935 *********************************************************************** EA2935 DESIGNATION - STORE EA2935 PID - EA2935 EA2935 STATE/COUNTY- NC/JONES EA2935 USGS QUAD - POTTERS HILL (1980) EA2935 EA2935 *CURRENT SURVEY CONTROL EA2935 ___________________________________________________________________ EA2935* NAD 83(1986)- 34 59 15.54189(N) 077 39 47.92361(W) ADJUSTED EA2935* NAVD 88 - 24.576 (meters) 80.63 (feet) ADJUSTED EA2935 ___________________________________________________________________ EA2935 LAPLACE CORR- -3.67 (seconds) DEFLEC99 EA2935 GEOID HEIGHT- -36.40 (meters) GEOID03 EA2935 DYNAMIC HT - 24.554 (meters) 80.56 (feet) COMP EA2935 MODELED GRAV- 979,710.3 (mgal) NAVD 88 EA2935 EA2935 HORZ ORDER - SECOND EA2935 VERT ORDER - SECOND CLASS I EA2935 EA2935.The North Carolina HARNS have been completed but, EA2935.due to contractual restrictions, coordinates for these stations EA2935.will NOT be published in the near future. In the interim, the EA2935.published coordinates in North Carolina will not be EA2935.consistent with the Continuously Operating Reference Stations EA2935.(CORS). The HARN coordinates for these stations are available EA2935.upon request. Contact Gary Thompson(919-733-3836). EA2935. EA2935.In addition, the published North Carolina positions EA2935.(NAD 83 (1986)) are NOT consistent with those determined in EA2935.adjacent state readjustments. The discontinuity between stations EA2935.located in North Carolina and those in adjacent states EA2935.which have been adjusted to the HARN may be as much as 5 EA2935.decimeters. This will result in a significant loss of accuracy EA2935.over lines crossing such state borders. EA2935 EA2935 EA2935.The horizontal coordinates were established by classical geodetic methods EA2935.and adjusted by the National Geodetic Survey in July 1986. EA2935 EA2935.The orthometric height was determined by differential leveling EA2935.and adjusted by the National Geodetic Survey in September 2005. EA2935 EA2935.The Laplace correction was computed from DEFLEC99 derived deflections. EA2935 EA2935.The geoid height was determined by GEOID03. EA2935 EA2935.The dynamic height is computed by dividing the NAVD 88 EA2935.geopotential number by the normal gravity value computed on the EA2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA2935.degrees latitude (g = 980.6199 gals.). EA2935 EA2935.The modeled gravity was interpolated from observed gravity values. EA2935 EA2935; North East Units Scale Factor Converg. EA2935;SPC NC - 138,114.291 731,625.393 MT 0.99988316 +0 46 17.4 EA2935;SPC NC - 453,129.97 2,400,340.98 sFT 0.99988316 +0 46 17.4 EA2935;UTM 18 - 3,874,914.667 256,901.631 MT 1.00032841 -1 31 40.4 EA2935 EA2935! - Elev Factor x Scale Factor = Combined Factor EA2935!SPC NC - 1.00000186 x 0.99988316 = 0.99988502 EA2935!UTM 18 - 1.00000186 x 1.00032841 = 1.00033027 EA2935 EA2935: Primary Azimuth Mark Grid Az EA2935:SPC NC - JOHNSON 059 55 55.8 EA2935:UTM 18 - JOHNSON 062 13 53.6 EA2935 EA2935|---------------------------------------------------------------------| EA2935| PID Reference Object Distance Geod. Az | EA2935| dddmmss.s | EA2935| EA2934 JOHNSON APPROX. 0.9 KM 0604213.2 | EA2935| EA2936 CEDAR 479.749 METERS 2540606.1 | EA2935|---------------------------------------------------------------------| EA2935 EA2935 SUPERSEDED SURVEY CONTROL EA2935 EA2935 NAD 27 - 34 59 14.95412(N) 077 39 49.02852(W) AD( ) 2 EA2935 NGVD 29 (07/19/86) 24.9 (m) 82. (f) VERT ANG EA2935 EA2935.Superseded values are not recommended for survey control. EA2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2935.See file dsdata.txt to determine how the superseded data were derived. EA2935 EA2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5690274915(NAD 83) EA2935_MARKER: DE = TRAVERSE STATION DISK EA2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2935_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2935_STAMPING: STORE 1975 EA2935_MARK LOGO: NCGS EA2935_MAGNETIC: O = OTHER; SEE DESCRIPTION EA2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2935+STABILITY: SURFACE MOTION EA2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2935+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997 EA2935 EA2935 HISTORY - Date Condition Report By EA2935 HISTORY - 1975 MONUMENTED NCGS EA2935 HISTORY - 19970513 GOOD NCGS EA2935 EA2935 STATION DESCRIPTION EA2935 EA2935'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2935'STORE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2935'THE VICINITY OF BEULAVILLE, NORTH CAROLINA. EA2935' EA2935'STORE IS LOCATED APPROXIMATELY 7.6 MILES NE OF BEULAVILLE, AND 9.0 EA2935'MILES NW OF RICHLANDS. TO REACH STATION FROM INTERSECTION OF EA2935'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED WEST EA2935'ALONG NC 41 FOR 1.9 MILES TO STATION ON LEFT AT A STORE BUILDING, EA2935'AND 0.2 MILE EAST OF SR 1146 CROSSROADS. EA2935' EA2935'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2935'STORE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA2935'IS FLUSH WITH THE SURFACE OF THE GROUND. EA2935' EA2935'MARK IS 38.9 FT S OF C/L OF NC 41 EA2935' EA2935'17.2 FT NE OF 6 IN GUM TREE WITH ALUMINUM REF. TAG EA2935' EA2935'20.0 FT NE OF PP WITH ALUMINUM REF. TAG EA2935' EA2935'12.0 FT NE OF TELEPHONE PEDESTAL EA2935' EA2935'64.0 FT W OF 12 IN CEDAR TREE WITH ALUMINUM REF. TAG EA2935' EA2935'54.2 FT NW OF NW CORNER OF STORE BUILDING EA2935 EA2935 STATION RECOVERY (1997) EA2935 EA2935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA2935'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND EA2935'ADDITIONS. MARK IS ABOUT LEVEL WITH NC 41 AND IS RECESSED 2-INCHES EA2935'BELOW THE GROUND. LOCATED 12.4 FT (3.8 M) NORTH EAST OF TELEPHONE EA2935'PEDESTAL (51S) , 64.0 FT (19.5 M) WEST OF A 20-INCH CEDAR WITH EA2935'REFERENCE TAG. STORE BUILDING AND 6-INCH GUM WITH REFERENCE TAG ARE EA2935'GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4194 *********************************************************************** EY4194 DESIGNATION - SWAMP EY4194 PID - EY4194 EY4194 STATE/COUNTY- NC/JONES EY4194 USGS QUAD - DOVER (1982) EY4194 EY4194 *CURRENT SURVEY CONTROL EY4194 ___________________________________________________________________ EY4194* NAD 83(1986)- 35 11 08.11933(N) 077 23 41.14662(W) ADJUSTED EY4194* NAVD 88 - 16.6 (meters) 54. (feet) VERTCON EY4194 ___________________________________________________________________ EY4194 LAPLACE CORR- -2.98 (seconds) DEFLEC99 EY4194 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4194 EY4194 HORZ ORDER - SECOND EY4194 EY4194.The North Carolina HARNS have been completed but, EY4194.due to contractual restrictions, coordinates for these stations EY4194.will NOT be published in the near future. In the interim, the EY4194.published coordinates in North Carolina will not be EY4194.consistent with the Continuously Operating Reference Stations EY4194.(CORS). The HARN coordinates for these stations are available EY4194.upon request. Contact Gary Thompson(919-733-3836). EY4194. EY4194.In addition, the published North Carolina positions EY4194.(NAD 83 (1986)) are NOT consistent with those determined in EY4194.adjacent state readjustments. The discontinuity between stations EY4194.located in North Carolina and those in adjacent states EY4194.which have been adjusted to the HARN may be as much as 5 EY4194.decimeters. This will result in a significant loss of accuracy EY4194.over lines crossing such state borders. EY4194 EY4194 EY4194.The horizontal coordinates were established by classical geodetic methods EY4194.and adjusted by the National Geodetic Survey in August 1990. EY4194 EY4194.The NAVD 88 height was computed by applying the VERTCON shift value to EY4194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4194 EY4194.The Laplace correction was computed from DEFLEC99 derived deflections. EY4194 EY4194.The geoid height was determined by GEOID03. EY4194 EY4194; North East Units Scale Factor Converg. EY4194;SPC NC - 160,431.675 755,783.836 MT 0.99987326 +0 55 35.4 EY4194;SPC NC - 526,349.59 2,479,600.80 sFT 0.99987326 +0 55 35.4 EY4194;UTM 18 - 3,896,251.186 281,946.961 MT 1.00018601 -1 22 49.7 EY4194 EY4194! - Elev Factor x Scale Factor = Combined Factor EY4194!SPC NC - 1.00000315 x 0.99987326 = 0.99987641 EY4194!UTM 18 - 1.00000315 x 1.00018601 = 1.00018916 EY4194 EY4194 SUPERSEDED SURVEY CONTROL EY4194 EY4194 NGVD 29 (08/13/90) 16.9 (m) 55. (f) VERT ANG EY4194 EY4194.Superseded values are not recommended for survey control. EY4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4194.See file dsdata.txt to determine how the superseded data were derived. EY4194 EY4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8194796251(NAD 83) EY4194_MARKER: DE = TRAVERSE STATION DISK EY4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4194_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4194_STAMPING: SWAMP 1978 EY4194_MARK LOGO: CGS EY4194_PROJECTION: FLUSH EY4194_MAGNETIC: N = NO MAGNETIC MATERIAL EY4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4194+STABILITY: SURFACE MOTION EY4194 EY4194 HISTORY - Date Condition Report By EY4194 HISTORY - 1978 MONUMENTED NCGS EY4194 HISTORY - 1985 GOOD USPSQD EY4194 HISTORY - 1989 GOOD USPSQD EY4194 HISTORY - 19900321 GOOD NCGS EY4194 HISTORY - 19910612 GOOD USPSQD EY4194 HISTORY - 19990328 GOOD USPSQD EY4194 EY4194 STATION DESCRIPTION EY4194 EY4194'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4194'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES SOUTHEAST OF DOVER AND EY4194'4.3 MILES WEST-SOUTHWEST OF COVE CITY. EY4194' EY4194'TO REACH STATION FROM INTERSECTION OF SR 1005 WITH US 70 BYPASS AT EY4194'DOVER, PROCEED SOUTHEAST ALONG US 70 BYPASS FOR 4.15 MILES TO STATION EY4194'IN THE RIGHT SHOULDER, ON THE PROLONGATION OF A DIM DRAINAGE DITCH EY4194'LEADING SOUTH AND 4.55 MILES WEST OF THE SR 1001 OVERPASS NORTH OF EY4194'TRENTON. EY4194' EY4194'STATION MARK IS A STANDARD DISK STAMPED---SWAMP 1978---, SET IN TOP EY4194'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4194'THE MARK IS 31.2 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, EY4194'67.5 FEET NORTHWEST OF REFLECTOR POST AND 92.3 FEET NORTHEAST OF FENCE EY4194'POST, 120.4 FEET NORTH OF FENCE POST AND 110.4 FEET EAST-NORTHEAST OF EY4194'FENCE POST ALL WITH REFERENCE TAGS. EY4194 EY4194 STATION RECOVERY (1985) EY4194 EY4194'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4194'RECOVERED IN GOOD CONDITION. EY4194 EY4194 STATION RECOVERY (1989) EY4194 EY4194'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY4194'RECOVERED IN GOOD CONDITION. EY4194 EY4194 STATION RECOVERY (1990) EY4194 EY4194'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4194'RECOVERED AS DESCRIBED. EY4194 EY4194 STATION RECOVERY (1991) EY4194 EY4194'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4194'RECOVERED IN GOOD CONDITION. EY4194 EY4194 STATION RECOVERY (1999) EY4194 EY4194'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4194'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4195 *********************************************************************** EY4195 DESIGNATION - TAYLOR EY4195 PID - EY4195 EY4195 STATE/COUNTY- NC/JONES EY4195 USGS QUAD - RIVERMONT (1980) EY4195 EY4195 *CURRENT SURVEY CONTROL EY4195 ___________________________________________________________________ EY4195* NAD 83(1986)- 35 13 11.57878(N) 077 31 15.98344(W) ADJUSTED EY4195* NAVD 88 - 16.0 (meters) 52. (feet) VERTCON EY4195 ___________________________________________________________________ EY4195 LAPLACE CORR- -3.36 (seconds) DEFLEC99 EY4195 GEOID HEIGHT- -36.31 (meters) GEOID03 EY4195 EY4195 HORZ ORDER - SECOND EY4195 EY4195.The North Carolina HARNS have been completed but, EY4195.due to contractual restrictions, coordinates for these stations EY4195.will NOT be published in the near future. In the interim, the EY4195.published coordinates in North Carolina will not be EY4195.consistent with the Continuously Operating Reference Stations EY4195.(CORS). The HARN coordinates for these stations are available EY4195.upon request. Contact Gary Thompson(919-733-3836). EY4195. EY4195.In addition, the published North Carolina positions EY4195.(NAD 83 (1986)) are NOT consistent with those determined in EY4195.adjacent state readjustments. The discontinuity between stations EY4195.located in North Carolina and those in adjacent states EY4195.which have been adjusted to the HARN may be as much as 5 EY4195.decimeters. This will result in a significant loss of accuracy EY4195.over lines crossing such state borders. EY4195 EY4195 EY4195.The horizontal coordinates were established by classical geodetic methods EY4195.and adjusted by the National Geodetic Survey in August 1990. EY4195 EY4195.The NAVD 88 height was computed by applying the VERTCON shift value to EY4195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4195 EY4195.The Laplace correction was computed from DEFLEC99 derived deflections. EY4195 EY4195.The geoid height was determined by GEOID03. EY4195 EY4195; North East Units Scale Factor Converg. EY4195;SPC NC - 164,056.796 744,222.441 MT 0.99987275 +0 51 12.9 EY4195;SPC NC - 538,243.00 2,441,669.79 sFT 0.99987275 +0 51 12.9 EY4195;UTM 18 - 3,900,340.278 270,536.974 MT 1.00024894 -1 27 16.5 EY4195 EY4195! - Elev Factor x Scale Factor = Combined Factor EY4195!SPC NC - 1.00000319 x 0.99987275 = 0.99987594 EY4195!UTM 18 - 1.00000319 x 1.00024894 = 1.00025213 EY4195 EY4195 SUPERSEDED SURVEY CONTROL EY4195 EY4195 NGVD 29 (08/13/90) 16.4 (m) 54. (f) VERT ANG EY4195 EY4195.Superseded values are not recommended for survey control. EY4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4195.See file dsdata.txt to determine how the superseded data were derived. EY4195 EY4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7053700340(NAD 83) EY4195_MARKER: DE = TRAVERSE STATION DISK EY4195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4195_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4195_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4195+STABILITY: SURFACE MOTION EY4195 EY4195 HISTORY - Date Condition Report By EY4195 HISTORY - 1979 MONUMENTED NCGS EY4195 HISTORY - 19990328 GOOD USPSQD EY4195 EY4195 STATION DESCRIPTION EY4195 EY4195'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4195'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES WEST OF DOVER AND 4.8 EY4195'MILES SOUTHEAST OF KINSTON. EY4195' EY4195'TO REACH STATION FROM INTERSECTION OF US 70, US 258 BUSINESS AND EY4195'BYPASS SOUTH OF KINSTON, PROCEED EASTERLY ALONG US 70 FOR 4.0 MILES TO EY4195'STATION ON THE RIGHT AT SR 1902 AND NEAR THE LENOIR - JONES COUNTY EY4195'LINE. EY4195' EY4195'STATION MARK IS A STANDARD DISK STAMPED---TAYLOR 1979---, SET IN TOP EY4195'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4195'THE MARK IS 40.6 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST BOUND EY4195'LANES, 158.0 FEET EAST OF CENTERLINE OF SR 1902, 36.4 FEET EAST SOUTH EY4195'EAST OF POWER POLE 650 WITH REFERENCE TAG AND 40.2 FEET NORTHWEST OF EY4195'FIRE HYDRANT. EY4195 EY4195 STATION RECOVERY (1999) EY4195 EY4195'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4195'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1167 *********************************************************************** EA1167 DESIGNATION - TEMPLE EA1167 PID - EA1167 EA1167 STATE/COUNTY- NC/JONES EA1167 USGS QUAD - MAYSVILLE (1994) EA1167 EA1167 *CURRENT SURVEY CONTROL EA1167 ___________________________________________________________________ EA1167* NAD 83(1986)- 34 59 31.08583(N) 077 13 37.28392(W) ADJUSTED EA1167* NAVD 88 - 8.451 (meters) 27.73 (feet) ADJUSTED EA1167 ___________________________________________________________________ EA1167 LAPLACE CORR- -2.81 (seconds) DEFLEC99 EA1167 GEOID HEIGHT- -37.17 (meters) GEOID03 EA1167 DYNAMIC HT - 8.443 (meters) 27.70 (feet) COMP EA1167 MODELED GRAV- 979,700.0 (mgal) NAVD 88 EA1167 EA1167 HORZ ORDER - SECOND EA1167 VERT ORDER - FIRST CLASS II EA1167 EA1167.The North Carolina HARNS have been completed but, EA1167.due to contractual restrictions, coordinates for these stations EA1167.will NOT be published in the near future. In the interim, the EA1167.published coordinates in North Carolina will not be EA1167.consistent with the Continuously Operating Reference Stations EA1167.(CORS). The HARN coordinates for these stations are available EA1167.upon request. Contact Gary Thompson(919-733-3836). EA1167. EA1167.In addition, the published North Carolina positions EA1167.(NAD 83 (1986)) are NOT consistent with those determined in EA1167.adjacent state readjustments. The discontinuity between stations EA1167.located in North Carolina and those in adjacent states EA1167.which have been adjusted to the HARN may be as much as 5 EA1167.decimeters. This will result in a significant loss of accuracy EA1167.over lines crossing such state borders. EA1167 EA1167 EA1167.The horizontal coordinates were established by classical geodetic methods EA1167.and adjusted by the National Geodetic Survey in July 1986. EA1167 EA1167.The orthometric height was determined by differential leveling EA1167.and adjusted by the National Geodetic Survey in June 1991. EA1167 EA1167.The Laplace correction was computed from DEFLEC99 derived deflections. EA1167 EA1167.The geoid height was determined by GEOID03. EA1167 EA1167.The dynamic height is computed by dividing the NAVD 88 EA1167.geopotential number by the normal gravity value computed on the EA1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1167.degrees latitude (g = 980.6199 gals.). EA1167 EA1167.The modeled gravity was interpolated from observed gravity values. EA1167 EA1167; North East Units Scale Factor Converg. EA1167;SPC NC - 139,216.979 771,441.257 MT 0.99988281 +1 01 23.9 EA1167;SPC NC - 456,747.71 2,530,970.19 sFT 0.99988281 +1 01 23.9 EA1167;UTM 18 - 3,874,418.334 296,742.918 MT 1.00010920 -1 16 39.2 EA1167 EA1167! - Elev Factor x Scale Factor = Combined Factor EA1167!SPC NC - 1.00000451 x 0.99988281 = 0.99988732 EA1167!UTM 18 - 1.00000451 x 1.00010920 = 1.00011371 EA1167 EA1167: Primary Azimuth Mark Grid Az EA1167:SPC NC - SIGN 185 12 56.0 EA1167:UTM 18 - SIGN 187 30 59.1 EA1167 EA1167|---------------------------------------------------------------------| EA1167| PID Reference Object Distance Geod. Az | EA1167| dddmmss.s | EA1167| EA1168 SIGN APPROX. 0.7 KM 1861419.9 | EA1167|---------------------------------------------------------------------| EA1167 EA1167 SUPERSEDED SURVEY CONTROL EA1167 EA1167 NAD 27 - 34 59 30.51898(N) 077 13 38.44715(W) AD( ) 2 EA1167 NGVD 29 (10/29/98) 8.77 (m) 28.8 (f) LEVELING 3 EA1167 EA1167.Superseded values are not recommended for survey control. EA1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1167.See file dsdata.txt to determine how the superseded data were derived. EA1167 EA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9674374418(NAD 83) EA1167_MARKER: DE = TRAVERSE STATION DISK EA1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1167_SP_SET: CONCRETE POST EA1167_STAMPING: TEMPLE 1975 EA1167_MARK LOGO: NCGS EA1167_PROJECTION: FLUSH EA1167_MAGNETIC: N = NO MAGNETIC MATERIAL EA1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1167+STABILITY: SURFACE MOTION EA1167 EA1167 HISTORY - Date Condition Report By EA1167 HISTORY - 1975 MONUMENTED NCGS EA1167 HISTORY - 1979 GOOD NCGS EA1167 HISTORY - 19810101 GOOD NCGS EA1167 HISTORY - 19910906 GOOD USPSQD EA1167 EA1167 STATION DESCRIPTION EA1167 EA1167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1167'TEMPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1167'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA. EA1167' EA1167'TEMPLE IS LOCATED APPROXIMATELY 0.9 MILES SSW OF POLLOCKSVILLE, EA1167'5.9 MILES NORTH OF MAYSVILLE AND 8.7 MILES SOUTHEAST OF TRENTON. TO EA1167'REACH STATION FROM INTERSECTION OF U.S. 17 WITH NC 58 NEAR EA1167'POLLOCKSVILLE, PROCEED SOUTH ALONG U.S. 17 FOR 0.45 MILE TO EA1167'STATION ON RIGHT ON GROUNDS OF ZION CHAPEL BAPTIST CHURCH, BETWEEN EA1167'A CONCRETE WALKWAY TO CHURCH AND A GRAVEL DRIVE TO A HOUSE EA1167'BEHIND CHURCH, AND NEAR A R/W MARKER. EA1167' EA1167'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1167'TEMPLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1167'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1167' EA1167'MARK IS 46.1 FT W OF C/L OF U.S. 17. EA1167' EA1167'15.2 FT S OF C/L OF DRIVEWAY. EA1167' EA1167'3.8 FT SE OF R/W MARKER. EA1167' EA1167'39.4 FT NE OF NE CORNER OF CHURCH. EA1167' EA1167'28.3 FT NW OF NO PARKING SIGN WITH ALUMINUM REF. TAG. EA1167' EA1167'127.3 FT N OF 12 INCH GUM WITH ALUMINUM REF. TAG. EA1167 EA1167 STATION RECOVERY (1979) EA1167 EA1167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1167'0.9 MI SSW FROM POLLOCKSVILLE. EA1167'0.45 MILE SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 SOUTH EA1167'OF POLLOCKSVILLE, IN THE NORTHEAST CORNER OF ZION CHAPEL EA1167'MISSIONARY BAPTIST CHURCH YARD, 46.1 FEET WEST OF CENTERLINE OF EA1167'HIGHWAY, 15.2 FEET SOUTH OF CENTERLINE OF DRIVE, 3.8 FEET SOUTHEAST EA1167'OF A RIGHT-OF-WAY MARKER, 39.4 FEET NORTHEAST OF NORTHEAST CORNER EA1167'OF CHURCH, 15.2 FEET NORTH-NORTHEAST OF EAST END OF CHURCH SIGN, EA1167'21.2 FEET NORTHEAST OF WEST END OF THE SIGN AND 127.3 FEET NORTH EA1167'OF A 12 INCH GUM WITH REFERENCE TAG. EA1167'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1167 EA1167 STATION RECOVERY (1981) EA1167 EA1167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EA1167'RECOVERED GOOD WITH THE FOLLOWING CORRECTION. MARK IS 4.7 M (15.4 FT) EA1167'NORTH OF THE EAST END OF A BRICK WALL CHURCH SIGN. EA1167 EA1167 STATION RECOVERY (1991) EA1167 EA1167'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EA1167'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1538 *********************************************************************** EY1538 DESIGNATION - TEN MILE AZ MK EY1538 PID - EY1538 EY1538 STATE/COUNTY- NC/JONES EY1538 USGS QUAD - POLLOCKSVILLE (1994) EY1538 EY1538 *CURRENT SURVEY CONTROL EY1538 ___________________________________________________________________ EY1538* NAD 83(1986)- 35 03 32.52594(N) 077 12 12.22009(W) ADJUSTED EY1538* NAVD 88 - 10.745 (meters) 35.25 (feet) ADJUSTED EY1538 ___________________________________________________________________ EY1538 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EY1538 GEOID HEIGHT- -37.11 (meters) GEOID03 EY1538 DYNAMIC HT - 10.735 (meters) 35.22 (feet) COMP EY1538 MODELED GRAV- 979,709.0 (mgal) NAVD 88 EY1538 EY1538 HORZ ORDER - SECOND EY1538 VERT ORDER - FIRST CLASS II EY1538 EY1538.The North Carolina HARNS have been completed but, EY1538.due to contractual restrictions, coordinates for these stations EY1538.will NOT be published in the near future. In the interim, the EY1538.published coordinates in North Carolina will not be EY1538.consistent with the Continuously Operating Reference Stations EY1538.(CORS). The HARN coordinates for these stations are available EY1538.upon request. Contact Gary Thompson(919-733-3836). EY1538. EY1538.In addition, the published North Carolina positions EY1538.(NAD 83 (1986)) are NOT consistent with those determined in EY1538.adjacent state readjustments. The discontinuity between stations EY1538.located in North Carolina and those in adjacent states EY1538.which have been adjusted to the HARN may be as much as 5 EY1538.decimeters. This will result in a significant loss of accuracy EY1538.over lines crossing such state borders. EY1538 EY1538 EY1538.The horizontal coordinates were established by classical geodetic methods EY1538.and adjusted by the National Geodetic Survey in October 1998. EY1538 EY1538.The orthometric height was determined by differential leveling EY1538.and adjusted by the National Geodetic Survey in June 1991. EY1538 EY1538.The Laplace correction was computed from DEFLEC99 derived deflections. EY1538 EY1538.The geoid height was determined by GEOID03. EY1538 EY1538.The dynamic height is computed by dividing the NAVD 88 EY1538.geopotential number by the normal gravity value computed on the EY1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1538.degrees latitude (g = 980.6199 gals.). EY1538 EY1538.The modeled gravity was interpolated from observed gravity values. EY1538 EY1538; North East Units Scale Factor Converg. EY1538;SPC NC - 146,694.098 773,463.265 MT 0.99987822 +1 02 13.0 EY1538;SPC NC - 481,278.89 2,537,604.06 sFT 0.99987822 +1 02 13.0 EY1538;UTM 18 - 3,881,809.853 299,064.137 MT 1.00009762 -1 15 58.0 EY1538 EY1538! - Elev Factor x Scale Factor = Combined Factor EY1538!SPC NC - 1.00000414 x 0.99987822 = 0.99988236 EY1538!UTM 18 - 1.00000414 x 1.00009762 = 1.00010176 EY1538 EY1538: Primary Azimuth Mark Grid Az EY1538:SPC NC - TEN MILE 216 19 20.3 EY1538:UTM 18 - TEN MILE 218 37 31.3 EY1538 EY1538|---------------------------------------------------------------------| EY1538| PID Reference Object Distance Geod. Az | EY1538| dddmmss.s | EY1538| EY1541 TEN MILE 435.602 METERS 2172133.3 | EY1538| EY2380 TEN MILE AZ MK A PT 5.500 METERS 25513 | EY1538|---------------------------------------------------------------------| EY1538 EY1538 SUPERSEDED SURVEY CONTROL EY1538 EY1538 NAD 83(1986)- 35 03 32.52594(N) 077 12 12.22009(W) AD( ) 2 EY1538 NAD 27 - 35 03 31.94238(N) 077 12 13.37786(W) AD( ) 2 EY1538 NGVD 29 (10/29/98) 11.07 (m) 36.3 (f) LEVELING 3 EY1538 EY1538.Superseded values are not recommended for survey control. EY1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1538.See file dsdata.txt to determine how the superseded data were derived. EY1538 EY1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9906481810(NAD 83) EY1538_MARKER: DZ = AZIMUTH MARK DISK EY1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1538_SP_SET: CONCRETE POST EY1538_STAMPING: TEN MILE AZ 1976 EY1538_MARK LOGO: NGS EY1538_PROJECTION: FLUSH EY1538_MAGNETIC: N = NO MAGNETIC MATERIAL EY1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1538+STABILITY: SURFACE MOTION EY1538 EY1538 HISTORY - Date Condition Report By EY1538 HISTORY - 1976 MONUMENTED NGS EY1538 HISTORY - 1979 GOOD NCGS EY1538 HISTORY - 19810101 GOOD NCGS EY1538 HISTORY - 1987 GOOD USPSQD EY1538 EY1538 STATION DESCRIPTION EY1538 EY1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY1538'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF NEW BERN, 9 EY1538'MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 70 AND 17 IN THE EY1538'WEST EDGE OF NEW BERN, 8-1/2 MILES EAST OF TRENTON AND ON THE ROAD EY1538'RIGHT-OF-WAY OF U.S. HIGHWAY 17. EY1538' EY1538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 17, EY1538'IN THE WEST EDGE OF NEW BERN, GO SOUTHERLY ON U.S. HIGHWAY 17 FOR EY1538'1.05 MILES TO THE ENTRANCE TO THE BERNE SQUARE ON THE EY1538'RIGHT. CONTINUE SOUTHERLY ON HIGHWAY 17 FOR 6.1 MILES TO A EY1538'RAILROAD CROSSING, CONTINUE SOUTHERLY ON HIGHWAY 17 FOR 1.95 EY1538'MILES TO THE STATION ON THE LEFT AS DESCRIBED. EY1538' EY1538'THE STATION MARK, STAMPED---TEN MILE AZ 1976---, IS A STANDARD EY1538'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE EY1538'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 124 FEET EY1538'NORTHEAST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 17 EY1538'AND LOOP ROAD, 44 FEET SOUTHEAST OF THE CENTER LINE OF U.S. EY1538'HIGHWAY 17 AND 10 FEET SOUTH OF A METAL WITNESS POST. EY1538' EY1538'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS. EY1538 EY1538 STATION RECOVERY (1979) EY1538 EY1538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1538'3.8 MI NNE FROM POLLOCKSVILLE. EY1538'4.4 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 SOUTH EY1538'OF POLLOCKSVILLE, AT THE JUNCTION WITH THE SOUTH END OF SR 1330 EY1538'(A LOOP ROAD), 43.8 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 125.7 EY1538'FEET NORTHEAST OF CENTERLINE INTERSECTION AND 22.8 FEET WEST OF AN EY1538'IRON PROPERTY CORNER MARK. EY1538'THE MARK IS 1.1 FT NW FROM A WITNESS POST. EY1538'THE MARK IS 2 FT ABOVE HIGHWAY. EY1538 EY1538 STATION RECOVERY (1981) EY1538 EY1538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY1538'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT FOR EY1538'THE FOLLOWING CORRECTIONS. THE STATION IS LOCATED 13.3 M (43.6 FT) EY1538'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38.4 M (126.0 FT) EY1538'NORTHEAST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY WITH SR 1330 EY1538'(SOUTH ENTRANCE TO A LOOP ROAD), 30.8 M (101.0 FT) SOUTHWEST OF THE EY1538'SOUTH END OF A HEADWALL, 0.4 M (1.3 FT) NORTHWEST OF A METAL WITNESS EY1538'POST--AND 23.4 M (76.8 FT) NORTHEAST OF A TELEPHONE POLE (118), 25.2 M EY1538'(82.7 FT) SOUTHWEST OF A TELEPHONE POLE (119)--BOTH WITH REFERENCE EY1538'TAGS. EY1538 EY1538 STATION RECOVERY (1987) EY1538 EY1538'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EY1538'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1539 *********************************************************************** EY1539 DESIGNATION - TEN MILE RM 1 EY1539 PID - EY1539 EY1539 STATE/COUNTY- NC/JONES EY1539 USGS QUAD - POLLOCKSVILLE (1994) EY1539 EY1539 *CURRENT SURVEY CONTROL EY1539 ___________________________________________________________________ EY1539* NAD 83(1986)- 35 03 22.08566(N) 077 12 21.96880(W) ADJUSTED EY1539* NAVD 88 - 10.602 (meters) 34.78 (feet) ADJUSTED EY1539 ___________________________________________________________________ EY1539 LAPLACE CORR- -2.32 (seconds) DEFLEC99 EY1539 GEOID HEIGHT- -37.11 (meters) GEOID03 EY1539 DYNAMIC HT - 10.592 (meters) 34.75 (feet) COMP EY1539 MODELED GRAV- 979,708.5 (mgal) NAVD 88 EY1539 EY1539 HORZ ORDER - SECOND EY1539 VERT ORDER - FIRST CLASS II EY1539 EY1539.The North Carolina HARNS have been completed but, EY1539.due to contractual restrictions, coordinates for these stations EY1539.will NOT be published in the near future. In the interim, the EY1539.published coordinates in North Carolina will not be EY1539.consistent with the Continuously Operating Reference Stations EY1539.(CORS). The HARN coordinates for these stations are available EY1539.upon request. Contact Gary Thompson(919-733-3836). EY1539. EY1539.In addition, the published North Carolina positions EY1539.(NAD 83 (1986)) are NOT consistent with those determined in EY1539.adjacent state readjustments. The discontinuity between stations EY1539.located in North Carolina and those in adjacent states EY1539.which have been adjusted to the HARN may be as much as 5 EY1539.decimeters. This will result in a significant loss of accuracy EY1539.over lines crossing such state borders. EY1539 EY1539 EY1539.The horizontal coordinates were established by classical geodetic methods EY1539.and adjusted by the National Geodetic Survey in October 1991. EY1539 EY1539.The orthometric height was determined by differential leveling EY1539.and adjusted by the National Geodetic Survey in June 1991. EY1539 EY1539.The Laplace correction was computed from DEFLEC99 derived deflections. EY1539 EY1539.The geoid height was determined by GEOID03. EY1539 EY1539.The dynamic height is computed by dividing the NAVD 88 EY1539.geopotential number by the normal gravity value computed on the EY1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1539.degrees latitude (g = 980.6199 gals.). EY1539 EY1539.The modeled gravity was interpolated from observed gravity values. EY1539 EY1539; North East Units Scale Factor Converg. EY1539;SPC NC - 146,367.984 773,222.120 MT 0.99987839 +1 02 07.4 EY1539;SPC NC - 480,208.96 2,536,812.91 sFT 0.99987839 +1 02 07.4 EY1539;UTM 18 - 3,881,493.622 298,810.027 MT 1.00009888 -1 16 03.2 EY1539 EY1539! - Elev Factor x Scale Factor = Combined Factor EY1539!SPC NC - 1.00000416 x 0.99987839 = 0.99988255 EY1539!UTM 18 - 1.00000416 x 1.00009888 = 1.00010304 EY1539 EY1539 SUPERSEDED SURVEY CONTROL EY1539 EY1539 NGVD 29 (10/11/91) 10.92 (m) 35.8 (f) LEVELING 3 EY1539 EY1539.Superseded values are not recommended for survey control. EY1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1539.See file dsdata.txt to determine how the superseded data were derived. EY1539 EY1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9881081494(NAD 83) EY1539_MARKER: DR = REFERENCE MARK DISK EY1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1539_SP_SET: CONCRETE POST EY1539_STAMPING: TEN MILE NO 1 1976 EY1539_MARK LOGO: NGS EY1539_PROJECTION: FLUSH EY1539_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1539+STABILITY: SURFACE MOTION EY1539 EY1539 HISTORY - Date Condition Report By EY1539 HISTORY - 1976 MONUMENTED NGS EY1539 HISTORY - 1979 GOOD NCGS EY1539 HISTORY - 19820316 GOOD NCGS EY1539 EY1539 STATION DESCRIPTION EY1539 EY1539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1539'3.6 MI NNE FROM POLLOCKSVILLE. EY1539'4.15 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EY1539'SOUTH OF POLLOCKSVILLE, IN A GRASS TRAFFIC ISLAND AT THE JUNCTION EY1539'WITH SR 1002 --TEN MILE FORK, 51.4 FEET NORTHWEST OF CENTERLINE EY1539'OF HIGHWAY, 15.0 FEET SOUTHEAST OF CENTERLINE OF ROAD AND 98.4 EY1539'FEET NORTHEAST OF TRIANGULATION STATION TEN MILE 1976. EY1539'THE MARK IS 3.3 FT NW FROM A WITNESS POST. EY1539'THE MARK IS ABOVE LEVEL WITH ROAD. EY1539 EY1539 STATION RECOVERY (1982) EY1539 EY1539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY1539'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1540 *********************************************************************** EY1540 DESIGNATION - TEN MILE RM 2 EY1540 PID - EY1540 EY1540 STATE/COUNTY- NC/JONES EY1540 USGS QUAD - POLLOCKSVILLE (1994) EY1540 EY1540 *CURRENT SURVEY CONTROL EY1540 ___________________________________________________________________ EY1540* NAD 83(1986)- 35 03 21.45205(N) 077 12 23.81733(W) ADJUSTED EY1540* NAVD 88 - 10.448 (meters) 34.28 (feet) ADJUSTED EY1540 ___________________________________________________________________ EY1540 LAPLACE CORR- -2.32 (seconds) DEFLEC99 EY1540 GEOID HEIGHT- -37.11 (meters) GEOID03 EY1540 DYNAMIC HT - 10.438 (meters) 34.25 (feet) COMP EY1540 MODELED GRAV- 979,708.5 (mgal) NAVD 88 EY1540 EY1540 HORZ ORDER - SECOND EY1540 VERT ORDER - FIRST CLASS II EY1540 EY1540.The North Carolina HARNS have been completed but, EY1540.due to contractual restrictions, coordinates for these stations EY1540.will NOT be published in the near future. In the interim, the EY1540.published coordinates in North Carolina will not be EY1540.consistent with the Continuously Operating Reference Stations EY1540.(CORS). The HARN coordinates for these stations are available EY1540.upon request. Contact Gary Thompson(919-733-3836). EY1540. EY1540.In addition, the published North Carolina positions EY1540.(NAD 83 (1986)) are NOT consistent with those determined in EY1540.adjacent state readjustments. The discontinuity between stations EY1540.located in North Carolina and those in adjacent states EY1540.which have been adjusted to the HARN may be as much as 5 EY1540.decimeters. This will result in a significant loss of accuracy EY1540.over lines crossing such state borders. EY1540 EY1540 EY1540.The horizontal coordinates were established by classical geodetic methods EY1540.and adjusted by the National Geodetic Survey in October 1991. EY1540 EY1540.The orthometric height was determined by differential leveling EY1540.and adjusted by the National Geodetic Survey in June 1991. EY1540 EY1540.The Laplace correction was computed from DEFLEC99 derived deflections. EY1540 EY1540.The geoid height was determined by GEOID03. EY1540 EY1540.The dynamic height is computed by dividing the NAVD 88 EY1540.geopotential number by the normal gravity value computed on the EY1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1540.degrees latitude (g = 980.6199 gals.). EY1540 EY1540.The modeled gravity was interpolated from observed gravity values. EY1540 EY1540; North East Units Scale Factor Converg. EY1540;SPC NC - 146,347.617 773,175.644 MT 0.99987840 +1 02 06.3 EY1540;SPC NC - 480,142.14 2,536,660.43 sFT 0.99987840 +1 02 06.3 EY1540;UTM 18 - 3,881,475.136 298,762.759 MT 1.00009912 -1 16 04.3 EY1540 EY1540! - Elev Factor x Scale Factor = Combined Factor EY1540!SPC NC - 1.00000419 x 0.99987840 = 0.99988259 EY1540!UTM 18 - 1.00000419 x 1.00009912 = 1.00010331 EY1540 EY1540 SUPERSEDED SURVEY CONTROL EY1540 EY1540 NGVD 29 (10/11/91) 10.77 (m) 35.3 (f) LEVELING 3 EY1540 EY1540.Superseded values are not recommended for survey control. EY1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1540.See file dsdata.txt to determine how the superseded data were derived. EY1540 EY1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9876381475(NAD 83) EY1540_MARKER: DR = REFERENCE MARK DISK EY1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1540_SP_SET: CONCRETE POST EY1540_STAMPING: TEN MILE NO 2 1976 EY1540_MARK LOGO: NGS EY1540_PROJECTION: FLUSH EY1540_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1540+STABILITY: SURFACE MOTION EY1540 EY1540 HISTORY - Date Condition Report By EY1540 HISTORY - 1976 MONUMENTED NGS EY1540 HISTORY - 1979 GOOD NCGS EY1540 HISTORY - 19820316 GOOD NCGS EY1540 EY1540 STATION DESCRIPTION EY1540 EY1540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1540'3.6 MI NNE FROM POLLOCKSVILLE. EY1540'4.15 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EY1540'SOUTH OF POLLOCKSVILLE, ON A POWER LINE RIGHT-OF-WAY, AT THE EY1540'JUNCTION WITH SR 1002--TEN MILE FORK, 37.0 FEET NORTHWEST OF EY1540'CENTERLINE OF SR 1002, 21.3 FEET SOUTHWEST OF A POWER POLE WITH EY1540'REFERENCE TAG, 98.3 FEET WEST OF TRIANGULATION STATION TEN MILE EY1540'AND 97.9 FEET NORTH OF A FIRE HYDRANT. EY1540'THE MARK IS 1.6 FT E FROM A WITNESS POST. EY1540'THE MARK IS 1 FT BELOW ROAD. EY1540 EY1540 STATION RECOVERY (1982) EY1540 EY1540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY1540'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH7367 *********************************************************************** AH7367 DESIGNATION - TERRI AH7367 PID - AH7367 AH7367 STATE/COUNTY- NC/JONES AH7367 USGS QUAD - DOVER (1982) AH7367 AH7367 *CURRENT SURVEY CONTROL AH7367 ___________________________________________________________________ AH7367* NAD 83(1986)- 35 13 34.09890(N) 077 28 39.09168(W) ADJUSTED AH7367* NAVD 88 - 14.9 (meters) 49. (feet) VERTCON AH7367 ___________________________________________________________________ AH7367 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AH7367 GEOID HEIGHT- -36.39 (meters) GEOID03 AH7367 AH7367 HORZ ORDER - SECOND AH7367 AH7367.The North Carolina HARNS have been completed but, AH7367.due to contractual restrictions, coordinates for these stations AH7367.will NOT be published in the near future. In the interim, the AH7367.published coordinates in North Carolina will not be AH7367.consistent with the Continuously Operating Reference Stations AH7367.(CORS). The HARN coordinates for these stations are available AH7367.upon request. Contact Gary Thompson(919-733-3836). AH7367. AH7367.In addition, the published North Carolina positions AH7367.(NAD 83 (1986)) are NOT consistent with those determined in AH7367.adjacent state readjustments. The discontinuity between stations AH7367.located in North Carolina and those in adjacent states AH7367.which have been adjusted to the HARN may be as much as 5 AH7367.decimeters. This will result in a significant loss of accuracy AH7367.over lines crossing such state borders. AH7367 AH7367 AH7367.The horizontal coordinates were established by classical geodetic methods AH7367.and adjusted by the National Geodetic Survey in June 1998. AH7367 AH7367.The NAVD 88 height was computed by applying the VERTCON shift value to AH7367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH7367 AH7367.The Laplace correction was computed from DEFLEC99 derived deflections. AH7367 AH7367.The geoid height was determined by GEOID03. AH7367 AH7367; North East Units Scale Factor Converg. AH7367;SPC NC - 164,810.622 748,178.602 MT 0.99987269 +0 52 43.4 AH7367;SPC NC - 540,716.18 2,454,649.30 sFT 0.99987269 +0 52 43.4 AH7367;UTM 18 - 3,900,934.370 274,521.740 MT 1.00022660 -1 25 46.7 AH7367 AH7367! - Elev Factor x Scale Factor = Combined Factor AH7367!SPC NC - 1.00000337 x 0.99987269 = 0.99987606 AH7367!UTM 18 - 1.00000337 x 1.00022660 = 1.00022997 AH7367 AH7367 SUPERSEDED SURVEY CONTROL AH7367 AH7367 NGVD 29 (06/16/98) 15.3 (m) 50. (f) VERT ANG AH7367 AH7367.Superseded values are not recommended for survey control. AH7367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH7367.See file dsdata.txt to determine how the superseded data were derived. AH7367 AH7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7452200934(NAD 83) AH7367_MARKER: DH = HORIZONTAL CONTROL DISK AH7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH7367_STAMPING: TERRI 1990 AH7367_MARK LOGO: NCGS AH7367_PROJECTION: FLUSH AH7367_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH7367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH7367+STABILITY: SURFACE MOTION AH7367 AH7367 HISTORY - Date Condition Report By AH7367 HISTORY - 1990 MONUMENTED NCGS AH7367 AH7367 STATION DESCRIPTION AH7367 AH7367'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AH7367'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST-NORTHWEST OF DOVER AND AH7367'6.6 MI (10.6 KM) EAST-SOUTHEAST OF KINSTON. ALONG SR 1312 FOR 0.2 MI AH7367'(0.3 KM) NORTH FROM US 70, IN THE SOUTHEAST QUADRANT OF THE SCL AH7367'RAILROAD GRADE CROSSING. MARK IS 2 FEET LOWER THAN TRACK AND IS AH7367'RECESSED 6 INCHES BELOW GROUND SURFACE. LOCATED 10.0 FT (3.0 M) EAST AH7367'OF THE CENTERLINE OF ROAD, 4.46 FT (1.36 M) SOUTH-SOUTHWEST OF THE AH7367'SOUTH RAIL, 24.25 FT (7.39 M) NORTHEAST OF THE NORTH END OF SR 1311 AH7367'CULVERT, 14.2 FT (4.3 M) WEST-NORTHWEST OF A RAILROAD SIGNAL POST, AND AH7367'27.9 FT (8.5 M) WEST OF A TELEPHONE PEDESTAL BESIDE POWER POLE WITH A AH7367'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4679 *********************************************************************** AH4679 DESIGNATION - THUNDER AH4679 PID - AH4679 AH4679 STATE/COUNTY- NC/JONES AH4679 USGS QUAD - POLLOCKSVILLE (1994) AH4679 AH4679 *CURRENT SURVEY CONTROL AH4679 ___________________________________________________________________ AH4679* NAD 83(1986)- 35 03 45.90178(N) 077 11 56.73598(W) ADJUSTED AH4679* NAVD 88 - 11.0 (meters) 36. (feet) VERTCON AH4679 ___________________________________________________________________ AH4679 LAPLACE CORR- -2.34 (seconds) DEFLEC99 AH4679 GEOID HEIGHT- -37.11 (meters) GEOID03 AH4679 AH4679 HORZ ORDER - SECOND AH4679 AH4679.The North Carolina HARNS have been completed but, AH4679.due to contractual restrictions, coordinates for these stations AH4679.will NOT be published in the near future. In the interim, the AH4679.published coordinates in North Carolina will not be AH4679.consistent with the Continuously Operating Reference Stations AH4679.(CORS). The HARN coordinates for these stations are available AH4679.upon request. Contact Gary Thompson(919-733-3836). AH4679. AH4679.In addition, the published North Carolina positions AH4679.(NAD 83 (1986)) are NOT consistent with those determined in AH4679.adjacent state readjustments. The discontinuity between stations AH4679.located in North Carolina and those in adjacent states AH4679.which have been adjusted to the HARN may be as much as 5 AH4679.decimeters. This will result in a significant loss of accuracy AH4679.over lines crossing such state borders. AH4679 AH4679 AH4679.The horizontal coordinates were established by classical geodetic methods AH4679.and adjusted by the National Geodetic Survey in October 1998. AH4679 AH4679.The NAVD 88 height was computed by applying the VERTCON shift value to AH4679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4679 AH4679.The Laplace correction was computed from DEFLEC99 derived deflections. AH4679 AH4679.The geoid height was determined by GEOID03. AH4679 AH4679; North East Units Scale Factor Converg. AH4679;SPC NC - 147,113.294 773,848.037 MT 0.99987800 +1 02 21.9 AH4679;SPC NC - 482,654.20 2,538,866.43 sFT 0.99987800 +1 02 21.9 AH4679;UTM 18 - 3,882,213.335 299,465.532 MT 1.00009564 -1 15 49.5 AH4679 AH4679! - Elev Factor x Scale Factor = Combined Factor AH4679!SPC NC - 1.00000410 x 0.99987800 = 0.99988209 AH4679!UTM 18 - 1.00000410 x 1.00009564 = 1.00009974 AH4679 AH4679 SUPERSEDED SURVEY CONTROL AH4679 AH4679 NGVD 29 (10/29/98) 11.3 (m) 37. (f) VERT ANG AH4679 AH4679.Superseded values are not recommended for survey control. AH4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4679.See file dsdata.txt to determine how the superseded data were derived. AH4679 AH4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9946682213(NAD 83) AH4679_MARKER: DE = TRAVERSE STATION DISK AH4679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4679_STAMPING: THUNDER 1981 AH4679_MARK LOGO: NCGS AH4679_PROJECTION: FLUSH AH4679_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4679+STABILITY: SURFACE MOTION AH4679 AH4679 HISTORY - Date Condition Report By AH4679 HISTORY - 1981 MONUMENTED NCGS AH4679 AH4679 STATION DESCRIPTION AH4679 AH4679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4679'STATION IS LOCATED ABOUT 6.60 KM (4.10 MI) NORTH-NORTHEAST OF AH4679'POLLOCKSVILLE AND 15.29 KM (9.50 MI) WEST-SOUTHWEST OF NEW BERN. ALONG AH4679'US 17 FOR 1.05 KM (0.65 MI) SOUTHWEST FROM THE JONES-CRAVEN COUNTY AH4679'LINE, OR 0.97 KM (0.60 MI) NORTHEAST FROM SR 1002, IN THE YARD OF A AH4679'CINDER BLOCK HOUSE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED AH4679'11.8 M (38.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M AH4679'(8.9 FT) NORTHWEST OF THE NORTH END OF A DRIVEWAY CULVERT, 26.8 M AH4679'(87.9 FT) NORTHEAST OF A POWER POLE WITH A REFERENCE TAG, 22.9 M (75.1 AH4679'FT) SOUTH OF THE SOUTH CORNER OF A HOUSE, AND 20.9 M (68.6 FT) AH4679'NORTHEAST OF THE NORTHEAST END OF A HEADWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4196 *********************************************************************** EY4196 DESIGNATION - TON EY4196 PID - EY4196 EY4196 STATE/COUNTY- NC/JONES EY4196 USGS QUAD - TRENTON (1982) EY4196 EY4196 *CURRENT SURVEY CONTROL EY4196 ___________________________________________________________________ EY4196* NAD 83(1986)- 35 04 12.61669(N) 077 22 21.14777(W) ADJUSTED EY4196* NAVD 88 - 11.4 (meters) 37. (feet) VERTCON EY4196 ___________________________________________________________________ EY4196 LAPLACE CORR- -2.59 (seconds) DEFLEC99 EY4196 GEOID HEIGHT- -36.84 (meters) GEOID03 EY4196 EY4196 HORZ ORDER - SECOND EY4196 EY4196.The North Carolina HARNS have been completed but, EY4196.due to contractual restrictions, coordinates for these stations EY4196.will NOT be published in the near future. In the interim, the EY4196.published coordinates in North Carolina will not be EY4196.consistent with the Continuously Operating Reference Stations EY4196.(CORS). The HARN coordinates for these stations are available EY4196.upon request. Contact Gary Thompson(919-733-3836). EY4196. EY4196.In addition, the published North Carolina positions EY4196.(NAD 83 (1986)) are NOT consistent with those determined in EY4196.adjacent state readjustments. The discontinuity between stations EY4196.located in North Carolina and those in adjacent states EY4196.which have been adjusted to the HARN may be as much as 5 EY4196.decimeters. This will result in a significant loss of accuracy EY4196.over lines crossing such state borders. EY4196 EY4196 EY4196.The horizontal coordinates were established by classical geodetic methods EY4196.and adjusted by the National Geodetic Survey in August 1990. EY4196 EY4196.The NAVD 88 height was computed by applying the VERTCON shift value to EY4196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4196 EY4196.The Laplace correction was computed from DEFLEC99 derived deflections. EY4196 EY4196.The geoid height was determined by GEOID03. EY4196 EY4196; North East Units Scale Factor Converg. EY4196;SPC NC - 147,663.202 758,017.206 MT 0.99987759 +0 56 21.6 EY4196;SPC NC - 484,458.36 2,486,928.12 sFT 0.99987759 +0 56 21.6 EY4196;UTM 18 - 3,883,399.284 283,665.512 MT 1.00017682 -1 21 49.5 EY4196 EY4196! - Elev Factor x Scale Factor = Combined Factor EY4196!SPC NC - 1.00000399 x 0.99987759 = 0.99988158 EY4196!UTM 18 - 1.00000399 x 1.00017682 = 1.00018081 EY4196 EY4196 SUPERSEDED SURVEY CONTROL EY4196 EY4196 NGVD 29 (08/13/90) 11.8 (m) 39. (f) VERT ANG EY4196 EY4196.Superseded values are not recommended for survey control. EY4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4196.See file dsdata.txt to determine how the superseded data were derived. EY4196 EY4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8366683399(NAD 83) EY4196_MARKER: DE = TRAVERSE STATION DISK EY4196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4196_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4196_STAMPING: TON 1978 EY4196_MARK LOGO: NCGS EY4196_PROJECTION: FLUSH EY4196_MAGNETIC: N = NO MAGNETIC MATERIAL EY4196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4196+STABILITY: SURFACE MOTION EY4196 EY4196 HISTORY - Date Condition Report By EY4196 HISTORY - 1978 MONUMENTED NCGS EY4196 HISTORY - 19830101 GOOD NCGS EY4196 EY4196 STATION DESCRIPTION EY4196 EY4196'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4196'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES WEST-NORTHWEST OF EY4196'TRENTON. EY4196' EY4196'TO REACH STATION FROM THE COURTHOUSE IN TRENTON, PROCEED WEST-NORTH- EY4196'WEST ALONG NC 58 FOR 1.1 MILES TO THE Y-INTERSECTION WITH SR 1124 ON EY4196'LEFT AND STATION ON THE RIGHT IN THE YARD OF A 2 STORY FRAME HOUSE. EY4196' EY4196'STATION MARK IS A STANDARD DISK STAMPED---TON 1978---, SET IN TOP OF A EY4196'10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE EY4196'MARK IS 41.3 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 58, 13.2 FEET EY4196'WEST-NORTHWEST OF CENTERLINE OF WEST DRIVEWAY, 95.4 FEET WEST OF EY4196'SOUTHWEST CORNER OF HOUSE, 83.2 FEET SOUTH-SOUTHEAST OF SOUTHEAST EY4196'CORNER OF BARN AND 103.1 FEET SOUTHWEST OF 30 INCH PECAN TREE WITH EY4196'REFERENCE TAG. EY4196 EY4196 STATION RECOVERY (1983) EY4196 EY4196'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4196'RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4197 *********************************************************************** EY4197 DESIGNATION - TRACEY EY4197 PID - EY4197 EY4197 STATE/COUNTY- NC/JONES EY4197 USGS QUAD - DOVER (1982) EY4197 EY4197 *CURRENT SURVEY CONTROL EY4197 ___________________________________________________________________ EY4197* NAD 83(1986)- 35 13 24.61161(N) 077 28 45.11091(W) ADJUSTED EY4197* NAVD 88 - 16.4 (meters) 54. (feet) VERTCON EY4197 ___________________________________________________________________ EY4197 LAPLACE CORR- -3.23 (seconds) DEFLEC99 EY4197 GEOID HEIGHT- -36.39 (meters) GEOID03 EY4197 EY4197 HORZ ORDER - SECOND EY4197 EY4197.The North Carolina HARNS have been completed but, EY4197.due to contractual restrictions, coordinates for these stations EY4197.will NOT be published in the near future. In the interim, the EY4197.published coordinates in North Carolina will not be EY4197.consistent with the Continuously Operating Reference Stations EY4197.(CORS). The HARN coordinates for these stations are available EY4197.upon request. Contact Gary Thompson(919-733-3836). EY4197. EY4197.In addition, the published North Carolina positions EY4197.(NAD 83 (1986)) are NOT consistent with those determined in EY4197.adjacent state readjustments. The discontinuity between stations EY4197.located in North Carolina and those in adjacent states EY4197.which have been adjusted to the HARN may be as much as 5 EY4197.decimeters. This will result in a significant loss of accuracy EY4197.over lines crossing such state borders. EY4197 EY4197 EY4197.The horizontal coordinates were established by classical geodetic methods EY4197.and adjusted by the National Geodetic Survey in August 1990. EY4197 EY4197.The NAVD 88 height was computed by applying the VERTCON shift value to EY4197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4197 EY4197.The Laplace correction was computed from DEFLEC99 derived deflections. EY4197 EY4197.The geoid height was determined by GEOID03. EY4197 EY4197; North East Units Scale Factor Converg. EY4197;SPC NC - 164,515.982 748,030.904 MT 0.99987271 +0 52 39.9 EY4197;SPC NC - 539,749.52 2,454,164.72 sFT 0.99987271 +0 52 39.9 EY4197;UTM 18 - 3,900,645.816 274,362.239 MT 1.00022749 -1 25 49.9 EY4197 EY4197! - Elev Factor x Scale Factor = Combined Factor EY4197!SPC NC - 1.00000314 x 0.99987271 = 0.99987585 EY4197!UTM 18 - 1.00000314 x 1.00022749 = 1.00023064 EY4197 EY4197 SUPERSEDED SURVEY CONTROL EY4197 EY4197 NGVD 29 (08/13/90) 16.7 (m) 55. (f) VERT ANG EY4197 EY4197.Superseded values are not recommended for survey control. EY4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4197.See file dsdata.txt to determine how the superseded data were derived. EY4197 EY4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7436200646(NAD 83) EY4197_MARKER: DE = TRAVERSE STATION DISK EY4197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4197_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4197_STAMPING: TRACEY 1979 EY4197_MARK LOGO: NCGS EY4197_PROJECTION: FLUSH EY4197_MAGNETIC: N = NO MAGNETIC MATERIAL EY4197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4197+STABILITY: SURFACE MOTION EY4197 EY4197 HISTORY - Date Condition Report By EY4197 HISTORY - 1979 MONUMENTED NCGS EY4197 HISTORY - 19900321 GOOD NCGS EY4197 HISTORY - 19990329 GOOD USPSQD EY4197 EY4197 STATION DESCRIPTION EY4197 EY4197'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4197'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES WEST OF DOVER AND 6.6 EY4197'MILES SOUTHEAST OF KINSTON. EY4197' EY4197'TO REACH STATION FROM INTERSECTION OF US 70 BYPASS WITH SR 1005 (OLD EY4197'US 70) WEST OF DOVER, PROCEED WESTERLY ALONG US 70 FOR 1.45 MILES TO EY4197'SR 1312 AND ON THE RIGHT. EY4197' EY4197'STATION MARK IS A STANDARD DISK STAMPED---TRACEY 1979---, SET IN TOP EY4197'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4197'THE MARK IS 54.1 FEET NORTH OF CENTERLINE OF WEST BOUND LANES, 175.8 EY4197'FEET WEST OF SOUTH END OF ISLAND IN SR 1312, 23.7 FEET EAST OF RIGHT- EY4197'OF-WAY MARKER AND 21.0 FEET SOUTHEAST OF 12 INCH OAK WITH REFERENCE EY4197'TAG. EY4197 EY4197 STATION RECOVERY (1990) EY4197 EY4197'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY4197'RECOVERED AS DESCRIBED. EY4197 EY4197 STATION RECOVERY (1999) EY4197 EY4197'RECOVERY NOTE BY US POWER SQUADRON 1999 EY4197'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2161 *********************************************************************** EA2161 DESIGNATION - TRAILER EA2161 PID - EA2161 EA2161 STATE/COUNTY- NC/JONES EA2161 USGS QUAD - STELLA (1994) EA2161 EA2161 *CURRENT SURVEY CONTROL EA2161 ___________________________________________________________________ EA2161* NAD 83(1986)- 34 52 13.22706(N) 077 11 42.01689(W) ADJUSTED EA2161* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON EA2161 ___________________________________________________________________ EA2161 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EA2161 GEOID HEIGHT- -37.25 (meters) GEOID03 EA2161 EA2161 HORZ ORDER - SECOND EA2161 EA2161.The North Carolina HARNS have been completed but, EA2161.due to contractual restrictions, coordinates for these stations EA2161.will NOT be published in the near future. In the interim, the EA2161.published coordinates in North Carolina will not be EA2161.consistent with the Continuously Operating Reference Stations EA2161.(CORS). The HARN coordinates for these stations are available EA2161.upon request. Contact Gary Thompson(919-733-3836). EA2161. EA2161.In addition, the published North Carolina positions EA2161.(NAD 83 (1986)) are NOT consistent with those determined in EA2161.adjacent state readjustments. The discontinuity between stations EA2161.located in North Carolina and those in adjacent states EA2161.which have been adjusted to the HARN may be as much as 5 EA2161.decimeters. This will result in a significant loss of accuracy EA2161.over lines crossing such state borders. EA2161 EA2161 EA2161.The horizontal coordinates were established by classical geodetic methods EA2161.and adjusted by the National Geodetic Survey in July 1986. EA2161 EA2161.The NAVD 88 height was computed by applying the VERTCON shift value to EA2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2161 EA2161.The Laplace correction was computed from DEFLEC99 derived deflections. EA2161 EA2161.The geoid height was determined by GEOID03. EA2161 EA2161; North East Units Scale Factor Converg. EA2161;SPC NC - 125,780.122 774,608.949 MT 0.99989461 +1 02 30.4 EA2161;SPC NC - 412,663.62 2,541,362.86 sFT 0.99989461 +1 02 30.4 EA2161;UTM 18 - 3,860,862.319 299,369.614 MT 1.00009613 -1 15 19.3 EA2161 EA2161! - Elev Factor x Scale Factor = Combined Factor EA2161!SPC NC - 1.00000499 x 0.99989461 = 0.99989960 EA2161!UTM 18 - 1.00000499 x 1.00009613 = 1.00010112 EA2161 EA2161: Primary Azimuth Mark Grid Az EA2161:SPC NC - DUDLEY 315 44 38.8 EA2161:UTM 18 - DUDLEY 318 02 28.5 EA2161 EA2161|---------------------------------------------------------------------| EA2161| PID Reference Object Distance Geod. Az | EA2161| dddmmss.s | EA2161| EA2162 DUDLEY APPROX. 1.6 KM 3164709.2 | EA2161|---------------------------------------------------------------------| EA2161 EA2161 SUPERSEDED SURVEY CONTROL EA2161 EA2161 NAD 27 - 34 52 12.65398(N) 077 11 43.18638(W) AD( ) 2 EA2161 NGVD 29 (07/19/86) 5.8 (m) 19. (f) VERT ANG EA2161 EA2161.Superseded values are not recommended for survey control. EA2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2161.See file dsdata.txt to determine how the superseded data were derived. EA2161 EA2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9937060862(NAD 83) EA2161_MARKER: DE = TRAVERSE STATION DISK EA2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2161_STAMPING: TRAILER 1975 EA2161_MARK LOGO: NCGS EA2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2161+STABILITY: SURFACE MOTION EA2161 EA2161 HISTORY - Date Condition Report By EA2161 HISTORY - 1975 MONUMENTED NCGS EA2161 HISTORY - 19870401 GOOD USPSQD EA2161 HISTORY - 19910824 GOOD USPSQD EA2161 EA2161 STATION DESCRIPTION EA2161 EA2161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA2161'TRAILER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2161'THE VICINITY OF MAYSVILLE, NORTH CAROLINA. EA2161' EA2161'TRAILER IS LOCATED APPROXIMATELY 3.2 MILES SOUTHEAST OF MAYSVILLE EA2161'(JONES COUNTY) AND 13.2 MILES NNW OF SWANSBORO (ONSLOW COUNTY). TO EA2161'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT EA2161'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 3.1 MILES TO EA2161'STATION ON LEFT IN NORTHEAST SHOULDER, NEAR ENTRANCE TO A MOBILE EA2161'HOME (WITH A CONCRETE FOUNDATION AND ADDED LIVING EA2161'ACCOMODATIONS), AND 0.1 MILE SOUTHEAST OF A BRIDGE OVER BLACK EA2161'SWAMP CREEK. EA2161' EA2161'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2161'TRAILER 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2161'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA2161' EA2161'MARK IS 22.8 FT NE OF C/L OF CN 58. EA2161' EA2161'28.3 FT NW OF C/L OF DRIVEWAY TO TRAILER HOME. EA2161' EA2161'78.0 FT SW OF NW CORNER OF TRAILER. EA2161' EA2161'25.4 FT SW OF TELEPHONE PEDESTAL IN YARD. EA2161' EA2161'72.4 FT SE OF DO NOT LITTER SIGN WITH ALUMINUM REF. TAG. EA2161 EA2161 STATION RECOVERY (1987) EA2161 EA2161'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW) EA2161'RECOVERED IN GOOD CONDITION. EA2161 EA2161 STATION RECOVERY (1991) EA2161 EA2161'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EA2161'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2432 *********************************************************************** EY2432 DESIGNATION - TRENT AZ MK EY2432 PID - EY2432 EY2432 STATE/COUNTY- NC/JONES EY2432 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2432 EY2432 *CURRENT SURVEY CONTROL EY2432 ___________________________________________________________________ EY2432* NAD 83(1986)- 35 04 27.93097(N) 077 24 13.53581(W) ADJUSTED EY2432* NAVD 88 - 12.1 (meters) 40. (feet) VERTCON EY2432 ___________________________________________________________________ EY2432 LAPLACE CORR- -2.66 (seconds) DEFLEC99 EY2432 GEOID HEIGHT- -36.79 (meters) GEOID03 EY2432 EY2432 HORZ ORDER - SECOND EY2432 EY2432.The North Carolina HARNS have been completed but, EY2432.due to contractual restrictions, coordinates for these stations EY2432.will NOT be published in the near future. In the interim, the EY2432.published coordinates in North Carolina will not be EY2432.consistent with the Continuously Operating Reference Stations EY2432.(CORS). The HARN coordinates for these stations are available EY2432.upon request. Contact Gary Thompson(919-733-3836). EY2432. EY2432.In addition, the published North Carolina positions EY2432.(NAD 83 (1986)) are NOT consistent with those determined in EY2432.adjacent state readjustments. The discontinuity between stations EY2432.located in North Carolina and those in adjacent states EY2432.which have been adjusted to the HARN may be as much as 5 EY2432.decimeters. This will result in a significant loss of accuracy EY2432.over lines crossing such state borders. EY2432 EY2432 EY2432.The horizontal coordinates were established by classical geodetic methods EY2432.and adjusted by the National Geodetic Survey in July 1986. EY2432 EY2432.The NAVD 88 height was computed by applying the VERTCON shift value to EY2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2432 EY2432.The Laplace correction was computed from DEFLEC99 derived deflections. EY2432 EY2432.The geoid height was determined by GEOID03. EY2432 EY2432; North East Units Scale Factor Converg. EY2432;SPC NC - 148,088.799 755,162.861 MT 0.99987736 +0 55 16.7 EY2432;SPC NC - 485,854.67 2,477,563.49 sFT 0.99987736 +0 55 16.7 EY2432;UTM 18 - 3,883,939.408 280,829.706 MT 1.00019205 -1 22 54.6 EY2432 EY2432! - Elev Factor x Scale Factor = Combined Factor EY2432!SPC NC - 1.00000388 x 0.99987736 = 0.99988124 EY2432!UTM 18 - 1.00000388 x 1.00019205 = 1.00019593 EY2432 EY2432: Primary Azimuth Mark Grid Az EY2432:SPC NC - TRENT 024 24 12.3 EY2432:UTM 18 - TRENT 026 42 23.6 EY2432 EY2432|---------------------------------------------------------------------| EY2432| PID Reference Object Distance Geod. Az | EY2432| dddmmss.s | EY2432| EY2431 TRENT 496.256 METERS 0251929.0 | EY2432| EY2433 TRENT AZ MK A PT 6.156 METERS 34040 | EY2432|---------------------------------------------------------------------| EY2432 EY2432 SUPERSEDED SURVEY CONTROL EY2432 EY2432 NAD 27 - 35 04 27.33689(N) 077 24 14.67048(W) AD( ) 2 EY2432 NGVD 29 (07/19/86) 12.4 (m) 41. (f) VERT ANG EY2432 EY2432.Superseded values are not recommended for survey control. EY2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2432.See file dsdata.txt to determine how the superseded data were derived. EY2432 EY2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8083083939(NAD 83) EY2432_MARKER: DZ = AZIMUTH MARK DISK EY2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2432_STAMPING: TRENT AZ 1976 EY2432_MARK LOGO: NGS EY2432_PROJECTION: FLUSH EY2432_MAGNETIC: N = NO MAGNETIC MATERIAL EY2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2432+STABILITY: SURFACE MOTION EY2432 EY2432 HISTORY - Date Condition Report By EY2432 HISTORY - 1976 MONUMENTED NGS EY2432 HISTORY - 19810101 GOOD NCGS EY2432 HISTORY - 19941110 GOOD USPSQD EY2432 EY2432 STATION DESCRIPTION EY2432 EY2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2432'STATION IS ABOUT 16-1/2 MILES SOUTHEAST OF KINSTON, 3-1/4 MILES EY2432'NORTHWEST OF TRENTON, 1/4 MILE SOUTHWEST OF THE JUNCTION OF STATE EY2432'HIGHWAYS 41 AND 58 AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY EY2432'41. EY2432' EY2432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND EY2432'58 ABOUT 3 MILES NORTH OF TRENTON, GO SOUTHWEST ON HIGHWAY 41 FOR EY2432'0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED. EY2432' EY2432'STATION MARK, STAMPED---TRENT AZ 1976---, IS A STANDARD REFERENCE EY2432'MARK DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND EY2432'SURFACE. IT IS 35 FEET EAST OF THE CENTER OF HIGHWAY 41, 18.5 EY2432'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING, 15 FEET EY2432'NORTH OF CENTER OF A DRIVEWAY, 5.5 FEET NORTHWEST OF A 10-INCH TREE EY2432'AND 3.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST. EY2432 EY2432 STATION RECOVERY (1981) EY2432 EY2432'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2432'RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2432 EY2432 STATION RECOVERY (1994) EY2432 EY2432'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2432'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2402 *********************************************************************** EY2402 DESIGNATION - TRENTON EY2402 PID - EY2402 EY2402 STATE/COUNTY- NC/JONES EY2402 USGS QUAD - TRENTON (1982) EY2402 EY2402 *CURRENT SURVEY CONTROL EY2402 ___________________________________________________________________ EY2402* NAD 83(1986)- 35 03 49.06408(N) 077 21 12.53289(W) ADJUSTED EY2402* NAVD 88 - 8.0 (meters) 26. (feet) VERTCON EY2402 ___________________________________________________________________ EY2402 LAPLACE CORR- -2.45 (seconds) DEFLEC99 EY2402 GEOID HEIGHT- -36.88 (meters) GEOID03 EY2402 EY2402 HORZ ORDER - SECOND EY2402 EY2402.The North Carolina HARNS have been completed but, EY2402.due to contractual restrictions, coordinates for these stations EY2402.will NOT be published in the near future. In the interim, the EY2402.published coordinates in North Carolina will not be EY2402.consistent with the Continuously Operating Reference Stations EY2402.(CORS). The HARN coordinates for these stations are available EY2402.upon request. Contact Gary Thompson(919-733-3836). EY2402. EY2402.In addition, the published North Carolina positions EY2402.(NAD 83 (1986)) are NOT consistent with those determined in EY2402.adjacent state readjustments. The discontinuity between stations EY2402.located in North Carolina and those in adjacent states EY2402.which have been adjusted to the HARN may be as much as 5 EY2402.decimeters. This will result in a significant loss of accuracy EY2402.over lines crossing such state borders. EY2402 EY2402 EY2402.The horizontal coordinates were established by classical geodetic methods EY2402.and adjusted by the National Geodetic Survey in July 1986. EY2402 EY2402.The NAVD 88 height was computed by applying the VERTCON shift value to EY2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2402 EY2402.The Laplace correction was computed from DEFLEC99 derived deflections. EY2402 EY2402.The geoid height was determined by GEOID03. EY2402 EY2402; North East Units Scale Factor Converg. EY2402;SPC NC - 146,966.228 759,767.231 MT 0.99987795 +0 57 01.2 EY2402;SPC NC - 482,171.70 2,492,669.66 sFT 0.99987795 +0 57 01.2 EY2402;UTM 18 - 3,882,632.325 285,386.624 MT 1.00016768 -1 21 09.2 EY2402 EY2402! - Elev Factor x Scale Factor = Combined Factor EY2402!SPC NC - 1.00000454 x 0.99987795 = 0.99988249 EY2402!UTM 18 - 1.00000454 x 1.00016768 = 1.00017222 EY2402 EY2402: Primary Azimuth Mark Grid Az EY2402:SPC NC - MILL RACE 201 56 56.5 EY2402:UTM 18 - MILL RACE 204 15 06.9 EY2402 EY2402|---------------------------------------------------------------------| EY2402| PID Reference Object Distance Geod. Az | EY2402| dddmmss.s | EY2402| EY2404 MILL RACE 494.573 METERS 2025357.7 | EY2402|---------------------------------------------------------------------| EY2402 EY2402 SUPERSEDED SURVEY CONTROL EY2402 EY2402 NAD 27 - 35 03 48.49280(N) 077 21 13.68157(W) AD( ) 2 EY2402 NGVD 29 (07/19/86) 8.3 (m) 27. (f) VERT ANG EY2402 EY2402.Superseded values are not recommended for survey control. EY2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2402.See file dsdata.txt to determine how the superseded data were derived. EY2402 EY2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8538782632(NAD 83) EY2402_MARKER: DE = TRAVERSE STATION DISK EY2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2402_STAMPING: TRENTON 1975 EY2402_MARK LOGO: NCGS EY2402_PROJECTION: FLUSH EY2402_MAGNETIC: N = NO MAGNETIC MATERIAL EY2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2402+STABILITY: SURFACE MOTION EY2402 EY2402 HISTORY - Date Condition Report By EY2402 HISTORY - 1975 MONUMENTED NCGS EY2402 HISTORY - 1979 GOOD NCGS EY2402 HISTORY - 19830101 GOOD NCGS EY2402 HISTORY - 1989 GOOD USPSQD EY2402 EY2402 STATION DESCRIPTION EY2402 EY2402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2402'TRENTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2402'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2402' EY2402'TRENTON IS LOCATED IN TRENTON, ACROSS JONES STREET FROM THE COUNTY EY2402'COURTHOUSE IN A SMALL GRASSY PLOT IN FRONT OF A SUNOCO SERVICE EY2402'STATION. EY2402' EY2402'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2402'TRENTON 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2402'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2402' EY2402'MARK IS 23.6 FT NNE OF C/L OF SR 1001 (JONES STREET) EY2402' EY2402'39.3 FT SE OF MARKET STREET EY2402' EY2402'3.2 FT SW OF A METAL SIGN POST EY2402' EY2402'33.3 FT S OF PP WITH ALUMINUM REF. TAG EY2402' EY2402'65.0 FT NW OF PP WITH ALUMINUM REF. TAG EY2402' EY2402'64.5 FT SE OF PP WITH ALUMINUM REF. TAG EY2402 EY2402 STATION RECOVERY (1979) EY2402 EY2402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2402'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2402 EY2402 STATION RECOVERY (1983) EY2402 EY2402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2402'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING. EY2402'MARK IS 7.7 M (25.3 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG. EY2402'THE POWER POLE AT 10.2 M (33.5 FT) HAS BEEN REPLACED. EY2402 EY2402 STATION RECOVERY (1989) EY2402 EY2402'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY2402'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4658 *********************************************************************** AH4658 DESIGNATION - TRENTON NORTH TV WCTI TOWER AH4658 PID - AH4658 AH4658 STATE/COUNTY- NC/JONES AH4658 USGS QUAD - TRENTON (1982) AH4658 AH4658 *CURRENT SURVEY CONTROL AH4658 ___________________________________________________________________ AH4658* NAD 83(1986)- 35 06 15.60534(N) 077 20 11.43992(W) ADJUSTED AH4658* NAVD 88 - AH4658 ___________________________________________________________________ AH4658 LAPLACE CORR- -2.43 (seconds) DEFLEC99 AH4658 GEOID HEIGHT- -36.85 (meters) GEOID03 AH4658 AH4658 HORZ ORDER - THIRD AH4658 AH4658.The North Carolina HARNS have been completed but, AH4658.due to contractual restrictions, coordinates for these stations AH4658.will NOT be published in the near future. In the interim, the AH4658.published coordinates in North Carolina will not be AH4658.consistent with the Continuously Operating Reference Stations AH4658.(CORS). The HARN coordinates for these stations are available AH4658.upon request. Contact Gary Thompson(919-733-3836). AH4658. AH4658.In addition, the published North Carolina positions AH4658.(NAD 83 (1986)) are NOT consistent with those determined in AH4658.adjacent state readjustments. The discontinuity between stations AH4658.located in North Carolina and those in adjacent states AH4658.which have been adjusted to the HARN may be as much as 5 AH4658.decimeters. This will result in a significant loss of accuracy AH4658.over lines crossing such state borders. AH4658 AH4658 AH4658.The horizontal coordinates were established by classical geodetic methods AH4658.and adjusted by the National Geodetic Survey in October 1998. AH4658 AH4658 AH4658.The Laplace correction was computed from DEFLEC99 derived deflections. AH4658 AH4658.The geoid height was determined by GEOID03. AH4658 AH4658; North East Units Scale Factor Converg. AH4658;SPC NC - 151,506.840 761,239.149 MT 0.99987588 +0 57 36.4 AH4658;SPC NC - 497,068.69 2,497,498.77 sFT 0.99987588 +0 57 36.4 AH4658;UTM 18 - 3,887,111.388 287,040.332 MT 1.00015896 -1 20 39.0 AH4658 AH4658 SUPERSEDED SURVEY CONTROL AH4658 AH4658.No superseded survey control is available for this station. AH4658 AH4658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8704087111(NAD 83) AH4658_MARKER: 43 = RADIO/TV TOWER AH4658 AH4658 HISTORY - Date Condition Report By AH4658 HISTORY - UNK FIRST OBSERVED AH4658 HISTORY - 19810101 GOOD NCGS AH4658 AH4658 STATION DESCRIPTION AH4658 AH4658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD) AH4658'STATION IS LOCATED IN TRENTON. ALONG NC 41 FOR 5.39 KM (3.35 MI) AH4658'SOUTH-SOUTHWEST FROM US 70 UNDERPASS (SOUTHWEST OF COVE CITY) TO A AH4658'DRIVE ON THE LEFT, ABOUT 0.32 KM (0.20 MI) EAST OF THE HIGHWAY. POINT AH4658'INTERSECTED IS THE FLASHING LIGHT ATOP A 2000-FOOT RED AND WHITE AH4658'3-LEGGED TOWER WITH GUY SUPPORTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2401 *********************************************************************** EY2401 DESIGNATION - TRENTON WCTI NB TV TWR EY2401 PID - EY2401 EY2401 STATE/COUNTY- NC/JONES EY2401 USGS QUAD - TRENTON (1982) EY2401 EY2401 *CURRENT SURVEY CONTROL EY2401 ___________________________________________________________________ EY2401* NAD 83(1986)- 35 02 27.72632(N) 077 21 09.90628(W) ADJUSTED EY2401* NAVD 88 - EY2401 ___________________________________________________________________ EY2401 LAPLACE CORR- -2.31 (seconds) DEFLEC99 EY2401 GEOID HEIGHT- -36.91 (meters) GEOID03 EY2401 EY2401 HORZ ORDER - THIRD EY2401 EY2401.The North Carolina HARNS have been completed but, EY2401.due to contractual restrictions, coordinates for these stations EY2401.will NOT be published in the near future. In the interim, the EY2401.published coordinates in North Carolina will not be EY2401.consistent with the Continuously Operating Reference Stations EY2401.(CORS). The HARN coordinates for these stations are available EY2401.upon request. Contact Gary Thompson(919-733-3836). EY2401. EY2401.In addition, the published North Carolina positions EY2401.(NAD 83 (1986)) are NOT consistent with those determined in EY2401.adjacent state readjustments. The discontinuity between stations EY2401.located in North Carolina and those in adjacent states EY2401.which have been adjusted to the HARN may be as much as 5 EY2401.decimeters. This will result in a significant loss of accuracy EY2401.over lines crossing such state borders. EY2401 EY2401 EY2401.The horizontal coordinates were established by classical geodetic methods EY2401.and adjusted by the National Geodetic Survey in July 1986. EY2401 EY2401 EY2401.The Laplace correction was computed from DEFLEC99 derived deflections. EY2401 EY2401.The geoid height was determined by GEOID03. EY2401 EY2401; North East Units Scale Factor Converg. EY2401;SPC NC - 144,461.388 759,875.353 MT 0.99987932 +0 57 02.7 EY2401;SPC NC - 473,953.74 2,493,024.39 sFT 0.99987932 +0 57 02.7 EY2401;UTM 18 - 3,880,124.438 285,394.028 MT 1.00016765 -1 21 05.0 EY2401 EY2401 SUPERSEDED SURVEY CONTROL EY2401 EY2401 NAD 27 - 35 02 27.12991(N) 077 21 11.04611(W) AD( ) 3 EY2401 EY2401.Superseded values are not recommended for survey control. EY2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2401.See file dsdata.txt to determine how the superseded data were derived. EY2401 EY2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8539480124(NAD 83) EY2401_MARKER: 43 = RADIO/TV TOWER EY2401 EY2401 HISTORY - Date Condition Report By EY2401 HISTORY - 1975 FIRST OBSERVED NCGS EY2401 HISTORY - 1975 GOOD NGS EY2401 HISTORY - 19810101 GOOD NCGS EY2401 HISTORY - 1985 GOOD USPSQD EY2401 HISTORY - 1989 GOOD USPSQD EY2401 HISTORY - 19910824 GOOD USPSQD EY2401 HISTORY - 19990328 GOOD USPSQD EY2401 EY2401 STATION DESCRIPTION EY2401 EY2401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2401'TRENTON, WCTI CH 12 NB TV TWR IS A N. C. GEODETIC SURVEY EY2401'INTERSECTION STATION IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2401' EY2401'TRENTON, WCTI CH 12 NB TV TWR IS LOCATED APPROXIMATELY 1.6 MILES EY2401'SOUTH OF TRENTON. TO REACH STATION FROM THE COURTHOUSE IN TRENTON, EY2401'PROCEED SOUTH ALONG NC 58 FOR 1.6 MILES TO TOWER ON RIGHT EY2401'APPROXIMATELY 700 FEET SOUTHWEST OF HIGHWAY. STRUCTURE IS STEEL, EY2401'TRIANGULAR SHAPED, PAINTED ALTERNATELY RED AND WHITE AND EY2401'APPROXIMATELY 1000 FEET TALL. EY2401' EY2401'POINT INTERSECTED WAS THE RED LIGHT AT TOP OF SINGULAR SPIRE EY2401'SECTION. EY2401 EY2401 STATION RECOVERY (1975) EY2401 EY2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM) EY2401'TRENTON, NEW BERN TELEVISION STATION WCTI, TRENTON MAST IS A EY2401'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY EY2401'RED AND WHITE, WITH AN OVERALL HEIGHT OF 1004 FEET. EY2401' EY2401'THE MAST IS LOCATED ABOUT 19 MILES SOUTHEAST OF KINSTON, 18 EY2401'MILES SOUTHWEST OF NEW BERN, AND 1-1/2 MILES SOUTH OF TRENTON EY2401'ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY 58. EY2401' EY2401'STATION IS THE RED LIGHT ATOP THE MAST. EY2401 EY2401 STATION RECOVERY (1981) EY2401 EY2401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2401'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS IS THE OLD TOWER, A NEW EY2401'TOWER HAS BEEN BUILT ABOUT 7.24 KM (4.50 MI) NORTH OF THIS LOCATION. EY2401 EY2401 STATION RECOVERY (1985) EY2401 EY2401'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY2401'STATION FOUND GOOD. EY2401' EY2401'VISITED SITE - VERIFIED EXISTENCE. EY2401 EY2401 STATION RECOVERY (1989) EY2401 EY2401'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EY2401'RECOVERED IN GOOD CONDITION. EY2401 EY2401 STATION RECOVERY (1991) EY2401 EY2401'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EY2401'RECOVERED IN GOOD CONDITION. EY2401 EY2401 STATION RECOVERY (1999) EY2401 EY2401'RECOVERY NOTE BY US POWER SQUADRON 1999 EY2401'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG9414 *********************************************************************** DG9414 DESIGNATION - TT 20 TWC DG9414 PID - DG9414 DG9414 STATE/COUNTY- NC/JONES DG9414 USGS QUAD - POTTERS HILL (1980) DG9414 DG9414 *CURRENT SURVEY CONTROL DG9414 ___________________________________________________________________ DG9414* NAD 83(1986)- 34 59 12. (N) 077 40 02. (W) SCALED DG9414* NAVD 88 - 27.747 (meters) 91.03 (feet) ADJUSTED DG9414 ___________________________________________________________________ DG9414 GEOID HEIGHT- -36.40 (meters) GEOID03 DG9414 DYNAMIC HT - 27.722 (meters) 90.95 (feet) COMP DG9414 MODELED GRAV- 979,710.3 (mgal) NAVD 88 DG9414 DG9414 VERT ORDER - SECOND CLASS I DG9414 DG9414.The horizontal coordinates were scaled from a topographic map and have DG9414.an estimated accuracy of +/- 6 seconds. DG9414 DG9414.The orthometric height was determined by differential leveling DG9414.and adjusted by the National Geodetic Survey in September 2005. DG9414 DG9414.The geoid height was determined by GEOID03. DG9414 DG9414.The dynamic height is computed by dividing the NAVD 88 DG9414.geopotential number by the normal gravity value computed on the DG9414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9414.degrees latitude (g = 980.6199 gals.). DG9414 DG9414.The modeled gravity was interpolated from observed gravity values. DG9414 DG9414; North East Units Estimated Accuracy DG9414;SPC NC - 138,000. 731,270. MT (+/- 180 meters Scaled) DG9414 DG9414 SUPERSEDED SURVEY CONTROL DG9414 DG9414.No superseded survey control is available for this station. DG9414 DG9414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD565748(NAD 83) DG9414_MARKER: DB = BENCH MARK DISK DG9414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9414_SP_SET: APRON DG9414_STAMPING: TT 20 TWC 1954 DG9414_MARK LOGO: USGS DG9414_MAGNETIC: N = NO MAGNETIC MATERIAL DG9414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9414+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DG9414 DG9414 HISTORY - Date Condition Report By DG9414 HISTORY - 1954 MONUMENTED USGS DG9414 HISTORY - 19970514 GOOD NCGS DG9414 DG9414 STATION DESCRIPTION DG9414 DG9414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) DG9414'STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF RICHLANDS DG9414'(ONSLOW COUNTY) AND 2.0 MI (3.2 KM) SOUTHWEST OF HARGETTS STORE. ALONG DG9414'NC 41 FOR 2.1 MI (3.4 KM) WEST FROM US 258 (HARGETTS CROSSROADS) TO SR DG9414'1146 (WATERING POND RD), IN THE NORTHWEST QUADRANT OF INTERSECTION. DG9414'MARK IS ABOUT 1-FT HIGHER THAN NC 41 AND IS FLUSH WITH THE CONCRETE DG9414'APRON. LOCATED 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF DG9414'NC 41, 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF CONCRETE DG9414'BUILDING, AND 73.5 FT (22.4 M) WEST OF SR 1146. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4657 *********************************************************************** AH4657 DESIGNATION - UNION AH4657 PID - AH4657 AH4657 STATE/COUNTY- NC/JONES AH4657 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4657 AH4657 *CURRENT SURVEY CONTROL AH4657 ___________________________________________________________________ AH4657* NAD 83(1986)- 35 04 46.71267(N) 077 25 51.20701(W) ADJUSTED AH4657* NAVD 88 - 11.0 (meters) 36. (feet) VERTCON AH4657 ___________________________________________________________________ AH4657 LAPLACE CORR- -2.72 (seconds) DEFLEC99 AH4657 GEOID HEIGHT- -36.73 (meters) GEOID03 AH4657 AH4657 HORZ ORDER - SECOND AH4657 AH4657.The North Carolina HARNS have been completed but, AH4657.due to contractual restrictions, coordinates for these stations AH4657.will NOT be published in the near future. In the interim, the AH4657.published coordinates in North Carolina will not be AH4657.consistent with the Continuously Operating Reference Stations AH4657.(CORS). The HARN coordinates for these stations are available AH4657.upon request. Contact Gary Thompson(919-733-3836). AH4657. AH4657.In addition, the published North Carolina positions AH4657.(NAD 83 (1986)) are NOT consistent with those determined in AH4657.adjacent state readjustments. The discontinuity between stations AH4657.located in North Carolina and those in adjacent states AH4657.which have been adjusted to the HARN may be as much as 5 AH4657.decimeters. This will result in a significant loss of accuracy AH4657.over lines crossing such state borders. AH4657 AH4657 AH4657.The horizontal coordinates were established by classical geodetic methods AH4657.and adjusted by the National Geodetic Survey in October 1998. AH4657 AH4657.The NAVD 88 height was computed by applying the VERTCON shift value to AH4657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4657 AH4657.The Laplace correction was computed from DEFLEC99 derived deflections. AH4657 AH4657.The geoid height was determined by GEOID03. AH4657 AH4657; North East Units Scale Factor Converg. AH4657;SPC NC - 148,628.011 752,679.847 MT 0.99987708 +0 54 20.3 AH4657;SPC NC - 487,623.73 2,469,417.13 sFT 0.99987708 +0 54 20.3 AH4657;UTM 18 - 3,884,578.176 278,369.577 MT 1.00020541 -1 23 51.5 AH4657 AH4657! - Elev Factor x Scale Factor = Combined Factor AH4657!SPC NC - 1.00000404 x 0.99987708 = 0.99988112 AH4657!UTM 18 - 1.00000404 x 1.00020541 = 1.00020945 AH4657 AH4657: Primary Azimuth Mark Grid Az AH4657:SPC NC - TRENTON NORTH TV WCTI TOWER 071 24 37.1 AH4657:UTM 18 - TRENTON NORTH TV WCTI TOWER 073 42 48.9 AH4657 AH4657|---------------------------------------------------------------------| AH4657| PID Reference Object Distance Geod. Az | AH4657| dddmmss.s | AH4657| AH4658 TRENTON NORTH TV WCTI TOWER APPROX. 9.0 KM 0721857.4 | AH4657| EY2401 TRENTON WCTI NB TV TWR APPROX. 8.3 KM 1205844.8 | AH4657|---------------------------------------------------------------------| AH4657 AH4657 SUPERSEDED SURVEY CONTROL AH4657 AH4657 NGVD 29 (10/29/98) 11.3 (m) 37. (f) VERT ANG AH4657 AH4657.Superseded values are not recommended for survey control. AH4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4657.See file dsdata.txt to determine how the superseded data were derived. AH4657 AH4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7837084578(NAD 83) AH4657_MARKER: DE = TRAVERSE STATION DISK AH4657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4657_STAMPING: UNION 1981 AH4657_MARK LOGO: NCGS AH4657_PROJECTION: FLUSH AH4657_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4657+STABILITY: SURFACE MOTION AH4657 AH4657 HISTORY - Date Condition Report By AH4657 HISTORY - 1981 MONUMENTED NCGS AH4657 AH4657 STATION DESCRIPTION AH4657 AH4657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4657'STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) WEST-NORTHWEST OF TRENTON AND AH4657'15.1 KM (9.4 MI) SOUTH OF DOVER. ALONG NC 58 FOR 7.56 KM (4.70 MI) AH4657'WEST OF THE COURTHOUSE IN TRENTON, 1.85 KM (1.15 MI) EAST OF SR 1129 AH4657'(PHILLIPS CROSSROADS), IN THE HIGHWAY SHOULDER DIRECTLY ACROSS FROM AH4657'AND ON THE PROLONGATION OF THE CENTERLINE OF A FIELD ROAD. MARK IS AH4657'RECESSED 5 INCHES BELOW GROUND. LOCATED 6.1 M (20.0 FT) SOUTHWEST OF AH4657'THE CENTERLINE OF THE HIGHWAY, 21.1 M (69.2 FT) SOUTH OF A TELEPHONE AH4657'PEDESTAL, 24.0 M (78.7 FT) SOUTHWEST OF A POWER POLE (E1B14) WITH A AH4657'REFERENCE TAG, 16.2 M (53.1 FT) SOUTH-SOUTHWEST OF THE WEST END OF A AH4657'CULVERT UNDER A FIELD ROAD, AND 36.3 M (119.1 FT) NORTHWEST OF A AH4657'TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4670 *********************************************************************** AH4670 DESIGNATION - VEE AH4670 PID - AH4670 AH4670 STATE/COUNTY- NC/JONES AH4670 USGS QUAD - JACKSONVILLE NE (1978) AH4670 AH4670 *CURRENT SURVEY CONTROL AH4670 ___________________________________________________________________ AH4670* NAD 83(1986)- 34 59 57.97791(N) 077 15 56.91171(W) ADJUSTED AH4670* NAVD 88 - 9.0 (meters) 30. (feet) VERTCON AH4670 ___________________________________________________________________ AH4670 LAPLACE CORR- -2.65 (seconds) DEFLEC99 AH4670 GEOID HEIGHT- -37.10 (meters) GEOID03 AH4670 AH4670 HORZ ORDER - SECOND AH4670 AH4670.The North Carolina HARNS have been completed but, AH4670.due to contractual restrictions, coordinates for these stations AH4670.will NOT be published in the near future. In the interim, the AH4670.published coordinates in North Carolina will not be AH4670.consistent with the Continuously Operating Reference Stations AH4670.(CORS). The HARN coordinates for these stations are available AH4670.upon request. Contact Gary Thompson(919-733-3836). AH4670. AH4670.In addition, the published North Carolina positions AH4670.(NAD 83 (1986)) are NOT consistent with those determined in AH4670.adjacent state readjustments. The discontinuity between stations AH4670.located in North Carolina and those in adjacent states AH4670.which have been adjusted to the HARN may be as much as 5 AH4670.decimeters. This will result in a significant loss of accuracy AH4670.over lines crossing such state borders. AH4670 AH4670 AH4670.The horizontal coordinates were established by classical geodetic methods AH4670.and adjusted by the National Geodetic Survey in October 1998. AH4670 AH4670.The NAVD 88 height was computed by applying the VERTCON shift value to AH4670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4670 AH4670.The Laplace correction was computed from DEFLEC99 derived deflections. AH4670 AH4670.The geoid height was determined by GEOID03. AH4670 AH4670; North East Units Scale Factor Converg. AH4670;SPC NC - 139,982.942 767,886.746 MT 0.99988223 +1 00 03.3 AH4670;SPC NC - 459,260.70 2,519,308.43 sFT 0.99988223 +1 00 03.3 AH4670;UTM 18 - 3,875,326.600 293,221.195 MT 1.00012700 -1 18 00.2 AH4670 AH4670! - Elev Factor x Scale Factor = Combined Factor AH4670!SPC NC - 1.00000441 x 0.99988223 = 0.99988664 AH4670!UTM 18 - 1.00000441 x 1.00012700 = 1.00013141 AH4670 AH4670 SUPERSEDED SURVEY CONTROL AH4670 AH4670 NGVD 29 (10/29/98) 9.3 (m) 31. (f) VERT ANG AH4670 AH4670.Superseded values are not recommended for survey control. AH4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4670.See file dsdata.txt to determine how the superseded data were derived. AH4670 AH4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9322175327(NAD 83) AH4670_MARKER: DE = TRAVERSE STATION DISK AH4670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4670_STAMPING: VEE 1982 AH4670_MARK LOGO: NCGS AH4670_PROJECTION: FLUSH AH4670_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4670+STABILITY: SURFACE MOTION AH4670 AH4670 HISTORY - Date Condition Report By AH4670 HISTORY - 1982 MONUMENTED NCGS AH4670 AH4670 STATION DESCRIPTION AH4670 AH4670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AH4670'STATION IS LOCATED ABOUT 3.38 KM (2.10 MI) WEST OF POLLOCKSVILLE AND AH4670'12.87 KM (8.00 MI) EAST OF TRENTON. ALONG NC 58 FOR 3.7 KM (2.3 MI) AH4670'WEST FROM US 17, AND 0.72 KM (0.45 MI) EAST OF SR 1119, IN THE SOUTH AH4670'SHOULDER OF THE HIGHWAY, ON THE EAST SIDE OF A FIELD ROAD. MARK IS AH4670'RECESSED 5 INCHES BELOW GROUND. LOCATED 6.8 M (22.3 FT) SOUTH OF THE AH4670'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF AH4670'A FIELD ROAD, 12.2 M (40.0 FT) NORTHEAST OF THE EAST END OF A CULVERT, AH4670'7.0 M (23.0 FT) NORTHWEST OF THE EAST END OF A CONCRETE DRAIN, AND AH4670'30.2 M (99.1 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2413 *********************************************************************** EY2413 DESIGNATION - WAY EY2413 PID - EY2413 EY2413 STATE/COUNTY- NC/JONES EY2413 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2413 EY2413 *CURRENT SURVEY CONTROL EY2413 ___________________________________________________________________ EY2413* NAD 83(1986)- 35 04 22.66059(N) 077 22 57.52600(W) ADJUSTED EY2413* NAVD 88 - 11.5 (meters) 38. (feet) VERTCON EY2413 ___________________________________________________________________ EY2413 LAPLACE CORR- -2.62 (seconds) DEFLEC99 EY2413 GEOID HEIGHT- -36.82 (meters) GEOID03 EY2413 EY2413 HORZ ORDER - SECOND EY2413 EY2413.The North Carolina HARNS have been completed but, EY2413.due to contractual restrictions, coordinates for these stations EY2413.will NOT be published in the near future. In the interim, the EY2413.published coordinates in North Carolina will not be EY2413.consistent with the Continuously Operating Reference Stations EY2413.(CORS). The HARN coordinates for these stations are available EY2413.upon request. Contact Gary Thompson(919-733-3836). EY2413. EY2413.In addition, the published North Carolina positions EY2413.(NAD 83 (1986)) are NOT consistent with those determined in EY2413.adjacent state readjustments. The discontinuity between stations EY2413.located in North Carolina and those in adjacent states EY2413.which have been adjusted to the HARN may be as much as 5 EY2413.decimeters. This will result in a significant loss of accuracy EY2413.over lines crossing such state borders. EY2413 EY2413 EY2413.The horizontal coordinates were established by classical geodetic methods EY2413.and adjusted by the National Geodetic Survey in July 1986. EY2413 EY2413.The NAVD 88 height was computed by applying the VERTCON shift value to EY2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2413 EY2413.The Laplace correction was computed from DEFLEC99 derived deflections. EY2413 EY2413.The geoid height was determined by GEOID03. EY2413 EY2413; North East Units Scale Factor Converg. EY2413;SPC NC - 147,957.586 757,090.715 MT 0.99987743 +0 56 00.6 EY2413;SPC NC - 485,424.18 2,483,888.45 sFT 0.99987743 +0 56 00.6 EY2413;UTM 18 - 3,883,730.763 282,751.324 MT 1.00018171 -1 22 10.7 EY2413 EY2413! - Elev Factor x Scale Factor = Combined Factor EY2413!SPC NC - 1.00000398 x 0.99987743 = 0.99988141 EY2413!UTM 18 - 1.00000398 x 1.00018171 = 1.00018569 EY2413 EY2413: Primary Azimuth Mark Grid Az EY2413:SPC NC - WARREN 107 42 28.8 EY2413:UTM 18 - WARREN 110 00 40.1 EY2413 EY2413|---------------------------------------------------------------------| EY2413| PID Reference Object Distance Geod. Az | EY2413| dddmmss.s | EY2413| EY2408 WARREN APPROX. 1.0 KM 1083829.4 | EY2413|---------------------------------------------------------------------| EY2413 EY2413 SUPERSEDED SURVEY CONTROL EY2413 EY2413 NAD 27 - 35 04 22.08990(N) 077 22 58.67023(W) AD( ) 2 EY2413 NGVD 29 (07/19/86) 11.8 (m) 39. (f) VERT ANG EY2413 EY2413.Superseded values are not recommended for survey control. EY2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2413.See file dsdata.txt to determine how the superseded data were derived. EY2413 EY2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8275183731(NAD 83) EY2413_MARKER: DE = TRAVERSE STATION DISK EY2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2413_STAMPING: WAY 1975 EY2413_MARK LOGO: NCGS EY2413_PROJECTION: FLUSH EY2413_MAGNETIC: N = NO MAGNETIC MATERIAL EY2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2413+STABILITY: SURFACE MOTION EY2413 EY2413 HISTORY - Date Condition Report By EY2413 HISTORY - 1975 MONUMENTED NCGS EY2413 HISTORY - 1979 GOOD NCGS EY2413 HISTORY - 19810101 GOOD NCGS EY2413 HISTORY - 1987 GOOD USPSQD EY2413 EY2413 STATION DESCRIPTION EY2413 EY2413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2413'WAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2413'VICINITY OF TRENTON, NORTH CAROLINA. EY2413' EY2413'WAY IS LOCATED APPROXIMATELY 1.8 MILES WNW OF TRENTON. TO REACH EY2413'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST EY2413'ALONG NC 58 FOR 1.8 MILES TO SR 1125 (S), AND STATION ON LEFT IN EY2413'THE SE QUADRANT OF THE T-INTERSECTION. EY2413' EY2413'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WAY EY2413'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EY2413'FLUSH WITH THE SURFACE OF THE GROUND. EY2413' EY2413'MARK IS 49.0 FT SW OF C/L OF NC 58 EY2413' EY2413'69.8 FT E OF C/L OF SR 1125 EY2413' EY2413'1.0 FT NE OF R/W MARKER EY2413' EY2413'16.0 FT SE OF 16 IN PINE TREE WITH ALUMINUM REF. TAG EY2413' EY2413'67.0 FT NW OF 14 IN PINE TREE WITH ALUMINUM REF. TAG EY2413 EY2413 STATION RECOVERY (1979) EY2413 EY2413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2413'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2413 EY2413 STATION RECOVERY (1981) EY2413 EY2413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2413'RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2413 EY2413 STATION RECOVERY (1987) EY2413 EY2413'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EY2413'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4200 *********************************************************************** EY4200 DESIGNATION - WEBER EY4200 PID - EY4200 EY4200 STATE/COUNTY- NC/JONES EY4200 USGS QUAD - TRENTON (1982) EY4200 EY4200 *CURRENT SURVEY CONTROL EY4200 ___________________________________________________________________ EY4200* NAD 83(1986)- 35 03 47.38308(N) 077 21 07.67949(W) ADJUSTED EY4200* NAVD 88 - 8.4 (meters) 28. (feet) VERTCON EY4200 ___________________________________________________________________ EY4200 LAPLACE CORR- -2.44 (seconds) DEFLEC99 EY4200 GEOID HEIGHT- -36.89 (meters) GEOID03 EY4200 EY4200 HORZ ORDER - SECOND EY4200 EY4200.The North Carolina HARNS have been completed but, EY4200.due to contractual restrictions, coordinates for these stations EY4200.will NOT be published in the near future. In the interim, the EY4200.published coordinates in North Carolina will not be EY4200.consistent with the Continuously Operating Reference Stations EY4200.(CORS). The HARN coordinates for these stations are available EY4200.upon request. Contact Gary Thompson(919-733-3836). EY4200. EY4200.In addition, the published North Carolina positions EY4200.(NAD 83 (1986)) are NOT consistent with those determined in EY4200.adjacent state readjustments. The discontinuity between stations EY4200.located in North Carolina and those in adjacent states EY4200.which have been adjusted to the HARN may be as much as 5 EY4200.decimeters. This will result in a significant loss of accuracy EY4200.over lines crossing such state borders. EY4200 EY4200 EY4200.The horizontal coordinates were established by classical geodetic methods EY4200.and adjusted by the National Geodetic Survey in August 1990. EY4200 EY4200.The NAVD 88 height was computed by applying the VERTCON shift value to EY4200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4200 EY4200.The Laplace correction was computed from DEFLEC99 derived deflections. EY4200 EY4200.The geoid height was determined by GEOID03. EY4200 EY4200; North East Units Scale Factor Converg. EY4200;SPC NC - 146,916.478 759,891.035 MT 0.99987798 +0 57 04.0 EY4200;SPC NC - 482,008.48 2,493,075.84 sFT 0.99987798 +0 57 04.0 EY4200;UTM 18 - 3,882,577.624 285,508.364 MT 1.00016704 -1 21 06.4 EY4200 EY4200! - Elev Factor x Scale Factor = Combined Factor EY4200!SPC NC - 1.00000447 x 0.99987798 = 0.99988245 EY4200!UTM 18 - 1.00000447 x 1.00016704 = 1.00017152 EY4200 EY4200 SUPERSEDED SURVEY CONTROL EY4200 EY4200 NGVD 29 (08/13/90) 8.7 (m) 29. (f) VERT ANG EY4200 EY4200.Superseded values are not recommended for survey control. EY4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4200.See file dsdata.txt to determine how the superseded data were derived. EY4200 EY4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8550882578(NAD 83) EY4200_MARKER: DE = TRAVERSE STATION DISK EY4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4200_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4200_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4200+STABILITY: SURFACE MOTION EY4200 EY4200 HISTORY - Date Condition Report By EY4200 HISTORY - 1978 MONUMENTED NCGS EY4200 EY4200 STATION DESCRIPTION EY4200 EY4200'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB) EY4200'THE STATION IS LOCATED IN TRENTON. EY4200' EY4200'TO REACH STATION FROM THE COURTHOUSE IN TRENTON, PROCEED EY4200'EAST-SOUTHEAST ALONG SR 1001 (JONES STREET) FOR 0.1 MILE TO THE EY4200'INTERSECTION WITH WEBER STREET AND STATION IN THE NORTHEAST QUADRANT. EY4200' EY4200'STATION MARK IS A STANDARD DISK STAMPED---WEBER 1978---, SET IN TOP EY4200'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4200'THE MARK IS 30.0 FEET EAST-NORTHEAST OF CENTERLINE INTERSECTION OF EY4200'WEBER STREET AND JONES STREET, 22.7 FEET NORTHEAST OF CENTERLINE OF EY4200'JONES STREET, 21.6 FEET SOUTHEAST OF CENTERLINE OF WEBER STREET, EY4200'3.4 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND 4.2 FEET EY4200'WEST-SOUTHWEST OF 24 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4655 *********************************************************************** AH4655 DESIGNATION - WESLEY AH4655 PID - AH4655 AH4655 STATE/COUNTY- NC/JONES AH4655 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4655 AH4655 *CURRENT SURVEY CONTROL AH4655 ___________________________________________________________________ AH4655* NAD 83(1986)- 35 05 11.82339(N) 077 27 00.32939(W) ADJUSTED AH4655* NAVD 88 - 13.8 (meters) 45. (feet) VERTCON AH4655 ___________________________________________________________________ AH4655 LAPLACE CORR- -2.89 (seconds) DEFLEC99 AH4655 GEOID HEIGHT- -36.69 (meters) GEOID03 AH4655 AH4655 HORZ ORDER - SECOND AH4655 AH4655.The North Carolina HARNS have been completed but, AH4655.due to contractual restrictions, coordinates for these stations AH4655.will NOT be published in the near future. In the interim, the AH4655.published coordinates in North Carolina will not be AH4655.consistent with the Continuously Operating Reference Stations AH4655.(CORS). The HARN coordinates for these stations are available AH4655.upon request. Contact Gary Thompson(919-733-3836). AH4655. AH4655.In addition, the published North Carolina positions AH4655.(NAD 83 (1986)) are NOT consistent with those determined in AH4655.adjacent state readjustments. The discontinuity between stations AH4655.located in North Carolina and those in adjacent states AH4655.which have been adjusted to the HARN may be as much as 5 AH4655.decimeters. This will result in a significant loss of accuracy AH4655.over lines crossing such state borders. AH4655 AH4655 AH4655.The horizontal coordinates were established by classical geodetic methods AH4655.and adjusted by the National Geodetic Survey in October 1998. AH4655 AH4655.The NAVD 88 height was computed by applying the VERTCON shift value to AH4655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4655 AH4655.The Laplace correction was computed from DEFLEC99 derived deflections. AH4655 AH4655.The geoid height was determined by GEOID03. AH4655 AH4655; North East Units Scale Factor Converg. AH4655;SPC NC - 149,374.160 750,917.105 MT 0.99987672 +0 53 40.4 AH4655;SPC NC - 490,071.72 2,463,633.87 sFT 0.99987672 +0 53 40.4 AH4655;UTM 18 - 3,885,394.841 276,637.671 MT 1.00021491 -1 24 32.1 AH4655 AH4655! - Elev Factor x Scale Factor = Combined Factor AH4655!SPC NC - 1.00000359 x 0.99987672 = 0.99988031 AH4655!UTM 18 - 1.00000359 x 1.00021491 = 1.00021850 AH4655 AH4655 SUPERSEDED SURVEY CONTROL AH4655 AH4655 NGVD 29 (10/29/98) 14.1 (m) 46. (f) VERT ANG AH4655 AH4655.Superseded values are not recommended for survey control. AH4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4655.See file dsdata.txt to determine how the superseded data were derived. AH4655 AH4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7663885395(NAD 83) AH4655_MARKER: DE = TRAVERSE STATION DISK AH4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4655_STAMPING: WESLEY 1981 AH4655_MARK LOGO: NCGS AH4655_PROJECTION: FLUSH AH4655_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4655+STABILITY: SURFACE MOTION AH4655 AH4655 HISTORY - Date Condition Report By AH4655 HISTORY - 1981 MONUMENTED NCGS AH4655 AH4655 STATION DESCRIPTION AH4655 AH4655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4655'STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) WEST-NORTHWEST OF TRENTON AND AH4655'14.3 KM (8.9 MI) SOUTH OF DOVER. ALONG NC 58 FOR 9.41 KM (5.85 MI) AH4655'WEST OF THE COURTHOUSE IN TRENTON, AT SR 1129 (PHILLIPS CROSSROADS), AH4655'IN THE HIGHWAY SHOULDER DIRECTLY ACROSS FROM A STONES CHAPEL CHURCH AH4655'SIGN. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 7.0 M (23.0 FT) AH4655'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.3 M (46.9 FT) NORTHWEST AH4655'OF THE CENTERLINE OF SR 1129, 22.9 M (75.1 FT) NORTHEAST OF THE AH4655'NORTHEAST CORNER OF A FRAME HOUSE, 23.8 M (78.1 FT) NORTHWEST OF A AH4655'DOUBLE GRATE CATCH BASIN, AND 27.5 M (90.2 FT) SOUTH OF A POWER POLE AH4655'(E1B) WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2399 *********************************************************************** EY2399 DESIGNATION - WEST EY2399 PID - EY2399 EY2399 STATE/COUNTY- NC/JONES EY2399 USGS QUAD - TRENTON (1982) EY2399 EY2399 *CURRENT SURVEY CONTROL EY2399 ___________________________________________________________________ EY2399* NAD 83(1986)- 35 02 26.00287(N) 077 20 59.55636(W) ADJUSTED EY2399* NAVD 88 - 12.7 (meters) 42. (feet) VERTCON EY2399 ___________________________________________________________________ EY2399 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EY2399 GEOID HEIGHT- -36.92 (meters) GEOID03 EY2399 EY2399 HORZ ORDER - SECOND EY2399 EY2399.The North Carolina HARNS have been completed but, EY2399.due to contractual restrictions, coordinates for these stations EY2399.will NOT be published in the near future. In the interim, the EY2399.published coordinates in North Carolina will not be EY2399.consistent with the Continuously Operating Reference Stations EY2399.(CORS). The HARN coordinates for these stations are available EY2399.upon request. Contact Gary Thompson(919-733-3836). EY2399. EY2399.In addition, the published North Carolina positions EY2399.(NAD 83 (1986)) are NOT consistent with those determined in EY2399.adjacent state readjustments. The discontinuity between stations EY2399.located in North Carolina and those in adjacent states EY2399.which have been adjusted to the HARN may be as much as 5 EY2399.decimeters. This will result in a significant loss of accuracy EY2399.over lines crossing such state borders. EY2399 EY2399 EY2399.The horizontal coordinates were established by classical geodetic methods EY2399.and adjusted by the National Geodetic Survey in July 1986. EY2399 EY2399.The NAVD 88 height was computed by applying the VERTCON shift value to EY2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2399 EY2399.The Laplace correction was computed from DEFLEC99 derived deflections. EY2399 EY2399.The geoid height was determined by GEOID03. EY2399 EY2399; North East Units Scale Factor Converg. EY2399;SPC NC - 144,412.646 760,138.489 MT 0.99987935 +0 57 08.6 EY2399;SPC NC - 473,793.82 2,493,887.69 sFT 0.99987935 +0 57 08.6 EY2399;UTM 18 - 3,880,065.149 285,655.068 MT 1.00016627 -1 20 59.0 EY2399 EY2399! - Elev Factor x Scale Factor = Combined Factor EY2399!SPC NC - 1.00000381 x 0.99987935 = 0.99988316 EY2399!UTM 18 - 1.00000381 x 1.00016627 = 1.00017008 EY2399 EY2399: Primary Azimuth Mark Grid Az EY2399:SPC NC - NEWS 125 29 32.9 EY2399:UTM 18 - NEWS 127 47 40.5 EY2399 EY2399|---------------------------------------------------------------------| EY2399| PID Reference Object Distance Geod. Az | EY2399| dddmmss.s | EY2399| AH4658 TRENTON NORTH TV WCTI TOWER APPROX. 7.2 KM 0094617.5 | EY2399| EY2398 NEWS APPROX. 0.7 KM 1262641.5 | EY2399|---------------------------------------------------------------------| EY2399 EY2399 SUPERSEDED SURVEY CONTROL EY2399 EY2399 NAD 27 - 35 02 25.43256(N) 077 21 00.70510(W) AD( ) 2 EY2399 NGVD 29 (07/19/86) 13.0 (m) 43. (f) VERT ANG EY2399 EY2399.Superseded values are not recommended for survey control. EY2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2399.See file dsdata.txt to determine how the superseded data were derived. EY2399 EY2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8565580065(NAD 83) EY2399_MARKER: DE = TRAVERSE STATION DISK EY2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2399_STAMPING: WEST 1975 EY2399_MARK LOGO: NCGS EY2399_PROJECTION: FLUSH EY2399_MAGNETIC: N = NO MAGNETIC MATERIAL EY2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2399+STABILITY: SURFACE MOTION EY2399 EY2399 HISTORY - Date Condition Report By EY2399 HISTORY - 1975 MONUMENTED NCGS EY2399 HISTORY - 1979 MARK NOT FOUND USGS EY2399 HISTORY - 19820101 GOOD NCGS EY2399 HISTORY - 1987 GOOD USPSQD EY2399 EY2399 STATION DESCRIPTION EY2399 EY2399'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2399'WEST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2399'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2399' EY2399'WEST IS LOCATED APPROXIMATELY 1.6 MILES SOUTH OF TRENTON. TO EY2399'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2399'SOUTH ALONG NC 58 FOR 1.75 MILES TO SR 1324 (NE) AND STATION EY2399'APPROXIMATELY 125 FEET WEST OF THE T-INTERSECTION AT A FARM BUREAU EY2399'INSURANCE SIGN, AND 0.1 MILE SE OF A PATH LEADING TO A TALL TV EY2399'TOWER. EY2399' EY2399'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WEST EY2399'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EY2399'FLUSH WITH THE SURFACE OF THE GROUND. EY2399' EY2399'MARK IS 53.1 FT SW OF C/L OF NC 58 EY2399' EY2399'2.6 FT N OF SIGN POST WITH ALUMINUM REF. TAG EY2399' EY2399'15.4 FT NE OF PP WITH ALUMINUM REF. TAG EY2399' EY2399'92.2 FT SW OF PP WITH ALUMINUM REF. TAG EY2399' EY2399'120.0 FT NW OF SIGN OF SR 1324 WITH ALUMINUM REF. TAG EY2399 EY2399 STATION RECOVERY (1979) EY2399 EY2399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM) EY2399'MARK NOT FOUND. EY2399 EY2399 STATION RECOVERY (1982) EY2399 EY2399'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2399'RECOVERED GOOD WITH THE FOLLOWING CORRECTIONS. LOCATED 16.4 M (53.8 EY2399'FT) SOUTHWEST OF THE CENTERLINE OF NC 58--AND 5.8 M (19.0 FT) EY2399'NORTHEAST OF A SIGN POST, 4.7 M (15.4 FT) EAST OF A POWER POLE, 5.2 M EY2399'(17.1 FT) SOUTHEAST OF A 4-INCH OAK, 36.8 M (120.7 FT) SOUTHWEST OF A EY2399'POWER POLE--ALL FOUR WITH REFERENCE TAGS. EY2399 EY2399 STATION RECOVERY (1987) EY2399 EY2399'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EY2399'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4654 *********************************************************************** AH4654 DESIGNATION - WHITE AH4654 PID - AH4654 AH4654 STATE/COUNTY- NC/JONES AH4654 USGS QUAD - PHILLIPS CROSSROADS (1982) AH4654 AH4654 *CURRENT SURVEY CONTROL AH4654 ___________________________________________________________________ AH4654* NAD 83(1986)- 35 05 31.58510(N) 077 27 47.86605(W) ADJUSTED AH4654* NAVD 88 - 13.5 (meters) 44. (feet) VERTCON AH4654 ___________________________________________________________________ AH4654 LAPLACE CORR- -3.03 (seconds) DEFLEC99 AH4654 GEOID HEIGHT- -36.65 (meters) GEOID03 AH4654 AH4654 HORZ ORDER - SECOND AH4654 AH4654.The North Carolina HARNS have been completed but, AH4654.due to contractual restrictions, coordinates for these stations AH4654.will NOT be published in the near future. In the interim, the AH4654.published coordinates in North Carolina will not be AH4654.consistent with the Continuously Operating Reference Stations AH4654.(CORS). The HARN coordinates for these stations are available AH4654.upon request. Contact Gary Thompson(919-733-3836). AH4654. AH4654.In addition, the published North Carolina positions AH4654.(NAD 83 (1986)) are NOT consistent with those determined in AH4654.adjacent state readjustments. The discontinuity between stations AH4654.located in North Carolina and those in adjacent states AH4654.which have been adjusted to the HARN may be as much as 5 AH4654.decimeters. This will result in a significant loss of accuracy AH4654.over lines crossing such state borders. AH4654 AH4654 AH4654.The horizontal coordinates were established by classical geodetic methods AH4654.and adjusted by the National Geodetic Survey in October 1998. AH4654 AH4654.The NAVD 88 height was computed by applying the VERTCON shift value to AH4654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4654 AH4654.The Laplace correction was computed from DEFLEC99 derived deflections. AH4654 AH4654.The geoid height was determined by GEOID03. AH4654 AH4654; North East Units Scale Factor Converg. AH4654;SPC NC - 149,964.297 749,703.819 MT 0.99987645 +0 53 13.0 AH4654;SPC NC - 492,007.86 2,459,653.28 sFT 0.99987645 +0 53 13.0 AH4654;UTM 18 - 3,886,033.485 275,448.679 MT 1.00022148 -1 25 00.2 AH4654 AH4654! - Elev Factor x Scale Factor = Combined Factor AH4654!SPC NC - 1.00000364 x 0.99987645 = 0.99988009 AH4654!UTM 18 - 1.00000364 x 1.00022148 = 1.00022512 AH4654 AH4654 SUPERSEDED SURVEY CONTROL AH4654 AH4654 NGVD 29 (10/29/98) 13.8 (m) 45. (f) VERT ANG AH4654 AH4654.Superseded values are not recommended for survey control. AH4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4654.See file dsdata.txt to determine how the superseded data were derived. AH4654 AH4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7544986033(NAD 83) AH4654_MARKER: DE = TRAVERSE STATION DISK AH4654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4654_STAMPING: WHITE 1981 AH4654_MARK LOGO: NCGS AH4654_PROJECTION: FLUSH AH4654_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AH4654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4654+STABILITY: SURFACE MOTION AH4654 AH4654 HISTORY - Date Condition Report By AH4654 HISTORY - 1981 MONUMENTED NCGS AH4654 AH4654 STATION DESCRIPTION AH4654 AH4654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) AH4654'STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) NORTHWEST OF TRENTON AND AH4654'14.0 KM (8.7 MI) SOUTH-SOUTHWEST OF DOVER. ALONG NC 58 FOR 8.85 KM AH4654'(5.50 MI) SOUTHEAST OF THE JONES-LENOIR COUNTY LINE, 1.37 KM (0.85 MI) AH4654'NORTHWEST OF SR 1129 (PHILLIPS CROSSROADS), IN THE HIGHWAY SHOULDER, AH4654'ACROSS FROM AND ON THE PROLONGATION OF THE WEST SIDE OF A BLOCK HOUSE. AH4654'MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 6.3 M (20.7 FT) AH4654'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.1 M (52.8 FT) NORTH OF AH4654'THE EAST END OF A CULVERT UNDER THE DRIVEWAY, 12.2 M (40.0 FT) AH4654'SOUTHEAST OF A TELEPHONE PEDESTAL--AND 22.9 M (75.1 FT) NORTHEAST OF A AH4654'POWER POLE, 7.5 M (24.6 FT) SOUTHWEST OF AN 18-INCH OAK--BOTH WITH AH4654'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1173 *********************************************************************** EA1173 DESIGNATION - WILD NCGS EA1173 PID - EA1173 EA1173 STATE/COUNTY- NC/JONES EA1173 USGS QUAD - MAYSVILLE (1994) EA1173 EA1173 *CURRENT SURVEY CONTROL EA1173 ___________________________________________________________________ EA1173* NAD 83(1986)- 34 56 26.00996(N) 077 14 17.14056(W) ADJUSTED EA1173* NAVD 88 - 12.916 (meters) 42.38 (feet) ADJUSTED EA1173 ___________________________________________________________________ EA1173 LAPLACE CORR- -2.81 (seconds) DEFLEC99 EA1173 GEOID HEIGHT- -37.19 (meters) GEOID03 EA1173 DYNAMIC HT - 12.904 (meters) 42.34 (feet) COMP EA1173 MODELED GRAV- 979,697.5 (mgal) NAVD 88 EA1173 EA1173 HORZ ORDER - SECOND EA1173 VERT ORDER - FIRST CLASS II EA1173 EA1173.The North Carolina HARNS have been completed but, EA1173.due to contractual restrictions, coordinates for these stations EA1173.will NOT be published in the near future. In the interim, the EA1173.published coordinates in North Carolina will not be EA1173.consistent with the Continuously Operating Reference Stations EA1173.(CORS). The HARN coordinates for these stations are available EA1173.upon request. Contact Gary Thompson(919-733-3836). EA1173. EA1173.In addition, the published North Carolina positions EA1173.(NAD 83 (1986)) are NOT consistent with those determined in EA1173.adjacent state readjustments. The discontinuity between stations EA1173.located in North Carolina and those in adjacent states EA1173.which have been adjusted to the HARN may be as much as 5 EA1173.decimeters. This will result in a significant loss of accuracy EA1173.over lines crossing such state borders. EA1173 EA1173 EA1173.The horizontal coordinates were established by classical geodetic methods EA1173.and adjusted by the National Geodetic Survey in July 1986. EA1173 EA1173.The orthometric height was determined by differential leveling EA1173.and adjusted by the National Geodetic Survey in June 1991. EA1173 EA1173.The Laplace correction was computed from DEFLEC99 derived deflections. EA1173 EA1173.The geoid height was determined by GEOID03. EA1173 EA1173.The dynamic height is computed by dividing the NAVD 88 EA1173.geopotential number by the normal gravity value computed on the EA1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1173.degrees latitude (g = 980.6199 gals.). EA1173 EA1173.The modeled gravity was interpolated from observed gravity values. EA1173 EA1173; North East Units Scale Factor Converg. EA1173;SPC NC - 133,497.121 770,531.970 MT 0.99988726 +1 01 00.9 EA1173;SPC NC - 437,981.80 2,527,986.97 sFT 0.99988726 +1 01 00.9 EA1173;UTM 18 - 3,868,738.286 295,604.555 MT 1.00011492 -1 16 56.1 EA1173 EA1173! - Elev Factor x Scale Factor = Combined Factor EA1173!SPC NC - 1.00000381 x 0.99988726 = 0.99989107 EA1173!UTM 18 - 1.00000381 x 1.00011492 = 1.00011873 EA1173 EA1173: Primary Azimuth Mark Grid Az EA1173:SPC NC - Z 109 170 46 18.2 EA1173:UTM 18 - Z 109 173 04 15.2 EA1173 EA1173|---------------------------------------------------------------------| EA1173| PID Reference Object Distance Geod. Az | EA1173| dddmmss.s | EA1173| EA0284 Z 109 APPROX. 0.7 KM 1714719.1 | EA1173|---------------------------------------------------------------------| EA1173 EA1173 SUPERSEDED SURVEY CONTROL EA1173 EA1173 NAD 27 - 34 56 25.44056(N) 077 14 18.30258(W) AD( ) 2 EA1173 NGVD 29 (07/19/86) 13.3 (m) 44. (f) VERT ANG EA1173 EA1173.Superseded values are not recommended for survey control. EA1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1173.See file dsdata.txt to determine how the superseded data were derived. EA1173 EA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9560568738(NAD 83) EA1173_MARKER: DE = TRAVERSE STATION DISK EA1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1173_SP_SET: CONCRETE POST EA1173_STAMPING: WILD 1975 EA1173_PROJECTION: RECESSED 3 CENTIMETERS EA1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1173+STABILITY: SURFACE MOTION EA1173 EA1173 HISTORY - Date Condition Report By EA1173 HISTORY - 1975 MONUMENTED NCGS EA1173 HISTORY - 1979 GOOD NCGS EA1173 HISTORY - 19860826 GOOD USPSQD EA1173 HISTORY - 1987 GOOD USPSQD EA1173 EA1173 STATION DESCRIPTION EA1173 EA1173'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA1173'WILD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1173'VICINITY OF MAYSVILLE, NORTH CAROLINA. EA1173' EA1173'WILD IS LOCATED APPROXIMATELY 2.4 MILES NORTH OF MAYSVILLE, 4.5 EA1173'MILES SOUTH OF POLLOCKSVILLE AND 10.7 MILES SOUTHEAST OF EA1173'TRENTON. TO REACH STATION FROM INTERSECTION OF U.S. 17 WITH CN 58 EA1173'IN MAYSVILLE, PROCEED NORTH ALONG U.S. 17 FOR 2.8 MILES TO STATION EA1173'ON RIGHT BETWEEN TWO TELEPHONE POLES AND OPPOSITE A WILDLIFE SIGN EA1173'ON A PINE TREE, 0.1 MILE SOUTH OF A PITCH-IN-LITTER DEPOSIT BOX, EA1173'AND 0.05 MILE SOUTH OF EUBANKS RD. (A FORESTRY ROAD). EA1173' EA1173'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WILD EA1173'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EA1173'INCH BELOW THE SURFACE OF THE GROUND. EA1173' EA1173'MARK IS 46.5 FT E OF C/L OF U.S. 17. EA1173' EA1173'40.9 FT N OF TP 563 WITH ALUMINUM REF. TAG. EA1173' EA1173'27.8 FT W OF 20 INCH PINE WITH ALUMINUM REF. TAG. EA1173' EA1173'50.9 FT SW OF 22 INCH PINE WITH ALUMINUM REF. TAG. EA1173' EA1173'75.9 FT S OF TP 562 WITH ALUMINUM REF. TAG. EA1173 EA1173 STATION RECOVERY (1979) EA1173 EA1173'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1173'2.4 MI NORTH FROM MAYSVILLE. EA1173'2.75 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA1173'(EIGHTH STREET) IN MAYSVILLE, APPROXIMATELY 300 FEET SOUTHEAST EA1173'AND ACROSS THE HIGHWAY FROM JUNCTION WITH EUBANKS ROAD (A FORESTRY EA1173'ROAD), 46.3 FEET EAST OF CENTERLINE OF HIGHWAY, 41.1 FEET NORTH OF EA1173'TELEPHONE POLE 563 WITH REFERENCE TAG, 76.2 FEET SOUTH OF TELEPHONE EA1173'POLE 562-1/2 WITH REFERENCE TAG AND 28.0 FEET WEST OF AN 18 INCH EA1173'PINE WITH REFERENCE TAG. EA1173'THE MARK IS 0.7 FT W FROM A WITNESS POST. EA1173'THE MARK IS 1 FT ABOVE HIGHWAY. EA1173 EA1173 STATION RECOVERY (1986) EA1173 EA1173'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW) EA1173'RECOVERED IN GOOD CONDITION. EA1173 EA1173 STATION RECOVERY (1987) EA1173 EA1173'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EA1173'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2573 *********************************************************************** EY2573 DESIGNATION - WILLIAMS AZ MK EY2573 PID - EY2573 EY2573 STATE/COUNTY- NC/JONES EY2573 USGS QUAD - RIVERMONT (1980) EY2573 EY2573 *CURRENT SURVEY CONTROL EY2573 ___________________________________________________________________ EY2573* NAD 83(1986)- 35 08 17.89169(N) 077 31 45.85060(W) ADJUSTED EY2573* NAVD 88 - 19.4 (meters) 64. (feet) VERT ANG EY2573 ___________________________________________________________________ EY2573 LAPLACE CORR- -3.43 (seconds) DEFLEC99 EY2573 GEOID HEIGHT- -36.43 (meters) GEOID03 EY2573 EY2573 HORZ ORDER - SECOND EY2573 EY2573.The North Carolina HARNS have been completed but, EY2573.due to contractual restrictions, coordinates for these stations EY2573.will NOT be published in the near future. In the interim, the EY2573.published coordinates in North Carolina will not be EY2573.consistent with the Continuously Operating Reference Stations EY2573.(CORS). The HARN coordinates for these stations are available EY2573.upon request. Contact Gary Thompson(919-733-3836). EY2573. EY2573.In addition, the published North Carolina positions EY2573.(NAD 83 (1986)) are NOT consistent with those determined in EY2573.adjacent state readjustments. The discontinuity between stations EY2573.located in North Carolina and those in adjacent states EY2573.which have been adjusted to the HARN may be as much as 5 EY2573.decimeters. This will result in a significant loss of accuracy EY2573.over lines crossing such state borders. EY2573 EY2573 EY2573.The horizontal coordinates were established by classical geodetic methods EY2573.and adjusted by the National Geodetic Survey in July 1986. EY2573 EY2573.The orthometric height was determined by vertical angle observations. EY2573 EY2573.The Laplace correction was computed from DEFLEC99 derived deflections. EY2573 EY2573.The geoid height was determined by GEOID03. EY2573 EY2573; North East Units Scale Factor Converg. EY2573;SPC NC - 154,996.943 743,601.343 MT 0.99987454 +0 50 55.6 EY2573;SPC NC - 508,519.14 2,439,632.07 sFT 0.99987454 +0 50 55.6 EY2573;UTM 18 - 3,891,309.350 269,551.359 MT 1.00025454 -1 27 23.2 EY2573 EY2573! - Elev Factor x Scale Factor = Combined Factor EY2573!SPC NC - 1.00000267 x 0.99987454 = 0.99987721 EY2573!UTM 18 - 1.00000267 x 1.00025454 = 1.00025721 EY2573 EY2573: Primary Azimuth Mark Grid Az EY2573:SPC NC - WILLIAMS 318 26 14.8 EY2573:UTM 18 - WILLIAMS 320 44 33.6 EY2573 EY2573|---------------------------------------------------------------------| EY2573| PID Reference Object Distance Geod. Az | EY2573| dddmmss.s | EY2573| AH4650 HARRISON 403.710 METERS 1502401.5 | EY2573| EY2574 WILLIAMS RM 4 APPROX. 0.8 KM 3185739.5 | EY2573| EY2572 WILLIAMS APPROX. 0.8 KM 3191710.4 | EY2573|---------------------------------------------------------------------| EY2573 EY2573 SUPERSEDED SURVEY CONTROL EY2573 EY2573 NAD 27 - 35 08 17.30091(N) 077 31 46.97897(W) AD( ) 2 EY2573 NGVD 29 (07/19/86) 19.7 (m) 65. (f) VERT ANG EY2573 EY2573.Superseded values are not recommended for survey control. EY2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2573.See file dsdata.txt to determine how the superseded data were derived. EY2573 EY2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6955191309(NAD 83) EY2573_MARKER: DR = REFERENCE MARK DISK EY2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2573_STAMPING: WILLIAMS 1933 AZ 1976 EY2573_MARK LOGO: NGS EY2573_PROJECTION: FLUSH EY2573_MAGNETIC: N = NO MAGNETIC MATERIAL EY2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2573+STABILITY: SURFACE MOTION EY2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2573+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1997 EY2573 EY2573 HISTORY - Date Condition Report By EY2573 HISTORY - 1976 MONUMENTED NGS EY2573 HISTORY - 19810101 GOOD NCGS EY2573 HISTORY - 19970929 GOOD NCGS EY2573 EY2573 STATION DESCRIPTION EY2573 EY2573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2573'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF TRENTON, 8-1/2 MILES EY2573'SOUTH-SOUTHEAST OF KINSTON, 8 MILES SOUTHWEST OF DOVER, 1/2 MILE EY2573'SOUTHEAST OF THE JONES-LENOIR COUNTY LINE, AT THE JUNCTION OF STATE EY2573'HIGHWAY 58 AND COUNTY ROAD 1300 AND ON ROAD RIGHT-OF-WAY. EY2573' EY2573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND EY2573'STATE HIGHWAY 58 IN THE SOUTHEAST EDGE OF KINSTON, GO SOUTHERLY EY2573'ON STATE HIGHWAY 58 FOR 5.9 MILES TO WHERE COUNTY ROAD 1922 GOES EY2573'STRAIGHT AHEAD AND HIGHWAY 58 BEARS TO THE LEFT. BEAR LEFT AND GO EY2573'SOUTHEAST ON HIGHWAY 58 FOR 1.5 MILES TO THE JONES-LENOIR COUNTY EY2573'LINE AND STATION WILLIAMS 1933 ON THE RIGHT. CONTINUE SOUTHEAST EY2573'ON HIGHWAY 58 FOR 0.5 MILE TO COUNTY ROAD 1300 ON THE LEFT AND THE EY2573'STATION ON THE LEFT AS DESCRIBED. EY2573' EY2573'STATION MARK, STAMPED---WILLIAMS 1933 AZ 1976---, IS A STANDARD EY2573'REFERENCE MARK DISK SET IN A ROUND CONCRETE POST THAT IS 12 INCHES EY2573'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE. IT IS 38.5 FEET EY2573'NORTHEAST OF THE CENTER OF HIGHWAY 58, 35 FEET NORTH OF THE CENTER EY2573'OF COUNTY ROAD 1300, 12 FEET SOUTHEAST OF A METAL DRAINAGE BASIN EY2573'AND 4 FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN EY2573'ATTACHED. EY2573' EY2573'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS. EY2573 EY2573 STATION RECOVERY (1981) EY2573 EY2573'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2573'RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EY2573'FOLLOWING CORRECTIONS. STATION IS 3.0 M (9.8 FT) NORTHEAST OF A EY2573'WITNESS POST, 4.0 M (13.1 FT) SOUTHEAST OF A METAL DRAINAGE BASIN, 0.6 EY2573'M (2.0 FT) SOUTH OF A CHURCH SIGN, AND 23.1 M (75.8 FT) NORTHWEST OF A EY2573'POWER POLE WITH A REFERENCE TAG. EY2573 EY2573 STATION RECOVERY (1997) EY2573 EY2573'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) EY2573'STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH OF KINSTON AND 0.8 MI EY2573'(1.3 KM) EAST-NORTHEAST OF ELM GROVE. ALONG NC 58 FOR 0.5 MI (0.8 KM) EY2573'SOUTHEAST FROM THE LENOIR/JONES COUNTY LINE, AT SR 1300, IN THE EY2573'NORTHEAST QUADRANT OF THE T-INTERSECTION. MARK IS FLUSH WITH GROUND EY2573'AND ABOUT 1-FOOT HIGHER THAN NC 58. LOCATED 38.5 FT (11.7 M) NORTHEAST EY2573'OF THE CENTERLINE OF NC 58, 35 FT (10.7 M) NORTH OF THE CENTERLINE OF EY2573'SR 1300, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST, 13.0 FT (4.0 M) EY2573'SOUTHEAST OF A METAL DRAINAGE BASIN, AND 53.0 FT (16.2 M) SOUTHEAST OF EY2573'THE NORTH END OF A METAL CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2416 *********************************************************************** EY2416 DESIGNATION - WILSON EY2416 PID - EY2416 EY2416 STATE/COUNTY- NC/JONES EY2416 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2416 EY2416 *CURRENT SURVEY CONTROL EY2416 ___________________________________________________________________ EY2416* NAD 83(1986)- 35 04 15.68479(N) 077 24 22.19720(W) ADJUSTED EY2416* NAVD 88 - 12.4 (meters) 41. (feet) VERTCON EY2416 ___________________________________________________________________ EY2416 LAPLACE CORR- -2.67 (seconds) DEFLEC99 EY2416 GEOID HEIGHT- -36.79 (meters) GEOID03 EY2416 EY2416 HORZ ORDER - SECOND EY2416 EY2416.The North Carolina HARNS have been completed but, EY2416.due to contractual restrictions, coordinates for these stations EY2416.will NOT be published in the near future. In the interim, the EY2416.published coordinates in North Carolina will not be EY2416.consistent with the Continuously Operating Reference Stations EY2416.(CORS). The HARN coordinates for these stations are available EY2416.upon request. Contact Gary Thompson(919-733-3836). EY2416. EY2416.In addition, the published North Carolina positions EY2416.(NAD 83 (1986)) are NOT consistent with those determined in EY2416.adjacent state readjustments. The discontinuity between stations EY2416.located in North Carolina and those in adjacent states EY2416.which have been adjusted to the HARN may be as much as 5 EY2416.decimeters. This will result in a significant loss of accuracy EY2416.over lines crossing such state borders. EY2416 EY2416 EY2416.The horizontal coordinates were established by classical geodetic methods EY2416.and adjusted by the National Geodetic Survey in July 1986. EY2416 EY2416.The NAVD 88 height was computed by applying the VERTCON shift value to EY2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2416 EY2416.The Laplace correction was computed from DEFLEC99 derived deflections. EY2416 EY2416.The geoid height was determined by GEOID03. EY2416 EY2416; North East Units Scale Factor Converg. EY2416;SPC NC - 147,707.976 754,949.540 MT 0.99987754 +0 55 11.7 EY2416;SPC NC - 484,605.25 2,476,863.62 sFT 0.99987754 +0 55 11.7 EY2416;UTM 18 - 3,883,567.347 280,601.181 MT 1.00019328 -1 22 59.2 EY2416 EY2416! - Elev Factor x Scale Factor = Combined Factor EY2416!SPC NC - 1.00000384 x 0.99987754 = 0.99988137 EY2416!UTM 18 - 1.00000384 x 1.00019328 = 1.00019712 EY2416 EY2416: Primary Azimuth Mark Grid Az EY2416:SPC NC - X JUNCTION 027 19 52.3 EY2416:UTM 18 - X JUNCTION 029 38 03.2 EY2416 EY2416|---------------------------------------------------------------------| EY2416| PID Reference Object Distance Geod. Az | EY2416| dddmmss.s | EY2416| EY2415 X JUNCTION APPROX. 1.0 KM 0281504.0 | EY2416|---------------------------------------------------------------------| EY2416 EY2416 SUPERSEDED SURVEY CONTROL EY2416 EY2416 NAD 27 - 35 04 15.11383(N) 077 24 23.33836(W) AD( ) 2 EY2416 NGVD 29 (07/19/86) 12.7 (m) 42. (f) VERT ANG EY2416 EY2416.Superseded values are not recommended for survey control. EY2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2416.See file dsdata.txt to determine how the superseded data were derived. EY2416 EY2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8060183567(NAD 83) EY2416_MARKER: DE = TRAVERSE STATION DISK EY2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2416_STAMPING: WILSON 1975 EY2416_MARK LOGO: NCGS EY2416_PROJECTION: FLUSH EY2416_MAGNETIC: N = NO MAGNETIC MATERIAL EY2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2416+STABILITY: SURFACE MOTION EY2416 EY2416 HISTORY - Date Condition Report By EY2416 HISTORY - 1975 MONUMENTED NCGS EY2416 HISTORY - 19810101 GOOD NCGS EY2416 HISTORY - 19941110 GOOD USPSQD EY2416 EY2416 STATION DESCRIPTION EY2416 EY2416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2416'WILSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2416'THE VICINITY OF TRENTON, NORTH CAROLINA. EY2416' EY2416'WILSON IS LOCATED APPROXIMATELY 3.1 MILES WEST OF TRENTON. TO EY2416'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2416'WEST ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 EY2416'AND SR 1300, THENCE SOUTHWEST ALONG NC 41 FOR 0.6 MILE TO STATION EY2416'ON LEFT, IN YARD OF A BRICK RESIDENCE, NEAR A SMALL PORTION OF AN EY2416'OLD ROADBED, AND 0.15 MILE NORTH OF INTERSECTION WITH SR 1124 EY2416'(E). EY2416' EY2416'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2416'WILSON 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2416'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2416' EY2416'MARK IS 50.7 FT SE OF C/L OF NC 41 EY2416' EY2416'41.8 FT NE OF C/L OF DRIVEWAY EY2416' EY2416'72.6 FT NW OF NW CORNER OF BRICK HOUSE EY2416' EY2416'80.4 FT N OF SW CORNER OF BRICK HOUSE EY2416' EY2416'53.0 FT NE OF PP WITH ALUMINUM REF. TAG EY2416' EY2416'54.0 FT SW OF 11 INCH PINE WITH ALUMINUM REF. TAG EY2416 EY2416 STATION RECOVERY (1981) EY2416 EY2416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2416'RECOVERED IN GOOD CONDITION AS DESCRIBED. EY2416 EY2416 STATION RECOVERY (1994) EY2416 EY2416'RECOVERY NOTE BY US POWER SQUADRON 1994 EY2416'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2415 *********************************************************************** EY2415 DESIGNATION - X JUNCTION EY2415 PID - EY2415 EY2415 STATE/COUNTY- NC/JONES EY2415 USGS QUAD - PHILLIPS CROSSROADS (1982) EY2415 EY2415 *CURRENT SURVEY CONTROL EY2415 ___________________________________________________________________ EY2415* NAD 83(1986)- 35 04 43.24897(N) 077 24 04.17943(W) ADJUSTED EY2415* NAVD 88 - 12.5 (meters) 41. (feet) VERTCON EY2415 ___________________________________________________________________ EY2415 LAPLACE CORR- -2.65 (seconds) DEFLEC99 EY2415 GEOID HEIGHT- -36.78 (meters) GEOID03 EY2415 EY2415 HORZ ORDER - SECOND EY2415 EY2415.The North Carolina HARNS have been completed but, EY2415.due to contractual restrictions, coordinates for these stations EY2415.will NOT be published in the near future. In the interim, the EY2415.published coordinates in North Carolina will not be EY2415.consistent with the Continuously Operating Reference Stations EY2415.(CORS). The HARN coordinates for these stations are available EY2415.upon request. Contact Gary Thompson(919-733-3836). EY2415. EY2415.In addition, the published North Carolina positions EY2415.(NAD 83 (1986)) are NOT consistent with those determined in EY2415.adjacent state readjustments. The discontinuity between stations EY2415.located in North Carolina and those in adjacent states EY2415.which have been adjusted to the HARN may be as much as 5 EY2415.decimeters. This will result in a significant loss of accuracy EY2415.over lines crossing such state borders. EY2415 EY2415 EY2415.The horizontal coordinates were established by classical geodetic methods EY2415.and adjusted by the National Geodetic Survey in July 1986. EY2415 EY2415.The NAVD 88 height was computed by applying the VERTCON shift value to EY2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2415 EY2415.The Laplace correction was computed from DEFLEC99 derived deflections. EY2415 EY2415.The geoid height was determined by GEOID03. EY2415 EY2415; North East Units Scale Factor Converg. EY2415;SPC NC - 148,564.552 755,392.242 MT 0.99987713 +0 55 22.1 EY2415;SPC NC - 487,415.53 2,478,316.05 sFT 0.99987713 +0 55 22.1 EY2415;UTM 18 - 3,884,405.704 281,078.099 MT 1.00019070 -1 22 49.8 EY2415 EY2415! - Elev Factor x Scale Factor = Combined Factor EY2415!SPC NC - 1.00000382 x 0.99987713 = 0.99988095 EY2415!UTM 18 - 1.00000382 x 1.00019070 = 1.00019452 EY2415 EY2415: Primary Azimuth Mark Grid Az EY2415:SPC NC - SMITHS 104 19 02.3 EY2415:UTM 18 - SMITHS 106 37 14.2 EY2415 EY2415|---------------------------------------------------------------------| EY2415| PID Reference Object Distance Geod. Az | EY2415| dddmmss.s | EY2415| AH4658 TRENTON NORTH TV WCTI TOWER APPROX. 6.5 KM 0641237.3 | EY2415| EY2414 SMITHS APPROX. 0.6 KM 1051424.4 | EY2415| EY2431 TRENT 34.133 METERS 22630 | EY2415|---------------------------------------------------------------------| EY2415 EY2415 SUPERSEDED SURVEY CONTROL EY2415 EY2415 NAD 27 - 35 04 42.65534(N) 077 24 05.31448(W) AD( ) 2 EY2415 NGVD 29 (07/19/86) 12.8 (m) 42. (f) VERT ANG EY2415 EY2415.Superseded values are not recommended for survey control. EY2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2415.See file dsdata.txt to determine how the superseded data were derived. EY2415 EY2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8107884406(NAD 83) EY2415_MARKER: DE = TRAVERSE STATION DISK EY2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2415_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2415_STAMPING: X-JUNCTION 1975 EY2415_MARK LOGO: NCGS EY2415_PROJECTION: FLUSH EY2415_MAGNETIC: N = NO MAGNETIC MATERIAL EY2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2415+STABILITY: SURFACE MOTION EY2415 EY2415 HISTORY - Date Condition Report By EY2415 HISTORY - 1975 MONUMENTED NCGS EY2415 HISTORY - 1976 GOOD NGS EY2415 HISTORY - 19810101 GOOD NCGS EY2415 EY2415 STATION DESCRIPTION EY2415 EY2415'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EY2415'X-JUNCTION IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2415'IN THE VICINITY OF TRENTON, NORTH CAROLINA. EY2415' EY2415'X-JUNCTION IS LOCATED APPROXIMATELY 3.0 MILES WNW OF TRENTON. TO EY2415'REACH STATION FROM JONES COUNTY COURTHOUSE IN TRENTON, PROCEED EY2415'WEST ALONG NC 58 FOR 2.95 MILES TO THE JUNCTION OF NC 58 WITH EY2415'NC 41 (S) AND SR 1300 (NW), AND STATION ON RIGHT IN AND NEAR EY2415'MIDDLE OF TRAFFIC ISLAND OF SR 1300. EY2415' EY2415'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2415'X-JUNCTION 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2415'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2415' EY2415'MARK IS 34.3 FT N OF C/L OF NC 58 EY2415' EY2415'8.1 FT SW OF C/L OF SR 1300 (LONG TANGENT PROJECTED) EY2415' EY2415'6.0 FT N OF METAL REFLECTOR POST EY2415' EY2415'85.6 FT W OF PP WITH ALUMINUM REF. TAG EY2415' EY2415'87.0 FT NE OF A WASHINGTON TOUR SIGN POST EY2415 EY2415 STATION RECOVERY (1976) EY2415 EY2415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC) EY2415'STATION IS ABOUT 16-1/2 MILES SOUTHEAST OF KINSTON, 3 MILES EY2415'NORTHWEST OF TRENTON, AT THE JUNCTION OF STATE HIGHWAYS 41 AND 58 EY2415'AND COUNTY ROAD 1300 AND ON THE HIGHWAY RIGHT-OF-WAY. EY2415' EY2415'STATION MARK, STAMPED X-JUNCTION 1975, IS A NORTH CAROLINA EY2415'GEODETIC SURVEY TRIANGULATION-TRAVERSE STATION DISK SET IN A EY2415'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE. IT IS 35 FEET EY2415'NORTH OF THE CENTER OF THE T-JUNCTION OF HIGHWAYS 41 AND 58, 27 EY2415'FEET EAST OF CENTER OF COUNTY ROAD 1300 AND 6 FEET NORTH OF A EY2415'METAL POST WITH TWO REFLECTORS ON IT. EY2415' EY2415'NOTE--A TRAVERSE CONNECTION WAS MADE TO STATION TRENT, THE EY2415'DISTANCE BEING 111.99 FEET OR 34.133 METERS. EY2415' EY2415'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. EY2415 EY2415 STATION RECOVERY (1981) EY2415 EY2415'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS) EY2415'RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING CHANGE. MARK IS EY2415'3.7 M (12.1 FT) NORTH OF A METAL REFLECTOR POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0284 *********************************************************************** EA0284 DESIGNATION - Z 109 EA0284 PID - EA0284 EA0284 STATE/COUNTY- NC/JONES EA0284 USGS QUAD - MAYSVILLE (1994) EA0284 EA0284 *CURRENT SURVEY CONTROL EA0284 ___________________________________________________________________ EA0284* NAD 83(1986)- 34 56 02.91396(N) 077 14 13.09349(W) ADJUSTED EA0284* NAVD 88 - 12.638 (meters) 41.46 (feet) ADJUSTED EA0284 ___________________________________________________________________ EA0284 LAPLACE CORR- -2.79 (seconds) DEFLEC99 EA0284 GEOID HEIGHT- -37.20 (meters) GEOID03 EA0284 DYNAMIC HT - 12.626 (meters) 41.42 (feet) COMP EA0284 MODELED GRAV- 979,697.3 (mgal) NAVD 88 EA0284 EA0284 HORZ ORDER - SECOND EA0284 VERT ORDER - FIRST CLASS I EA0284 EA0284.The North Carolina HARNS have been completed but, EA0284.due to contractual restrictions, coordinates for these stations EA0284.will NOT be published in the near future. In the interim, the EA0284.published coordinates in North Carolina will not be EA0284.consistent with the Continuously Operating Reference Stations EA0284.(CORS). The HARN coordinates for these stations are available EA0284.upon request. Contact Gary Thompson(919-733-3836). EA0284. EA0284.In addition, the published North Carolina positions EA0284.(NAD 83 (1986)) are NOT consistent with those determined in EA0284.adjacent state readjustments. The discontinuity between stations EA0284.located in North Carolina and those in adjacent states EA0284.which have been adjusted to the HARN may be as much as 5 EA0284.decimeters. This will result in a significant loss of accuracy EA0284.over lines crossing such state borders. EA0284 EA0284 EA0284.The horizontal coordinates were established by classical geodetic methods EA0284.and adjusted by the National Geodetic Survey in July 1986. EA0284 EA0284.The orthometric height was determined by differential leveling EA0284.and adjusted by the National Geodetic Survey in June 1991. EA0284 EA0284.The Laplace correction was computed from DEFLEC99 derived deflections. EA0284 EA0284.The geoid height was determined by GEOID03. EA0284 EA0284.The dynamic height is computed by dividing the NAVD 88 EA0284.geopotential number by the normal gravity value computed on the EA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0284.degrees latitude (g = 980.6199 gals.). EA0284 EA0284.The modeled gravity was interpolated from observed gravity values. EA0284 EA0284; North East Units Scale Factor Converg. EA0284;SPC NC - 132,787.398 770,647.280 MT 0.99988787 +1 01 03.2 EA0284;SPC NC - 435,653.32 2,528,365.28 sFT 0.99988787 +1 01 03.2 EA0284;UTM 18 - 3,868,024.347 295,691.320 MT 1.00011449 -1 16 53.1 EA0284 EA0284! - Elev Factor x Scale Factor = Combined Factor EA0284!SPC NC - 1.00000385 x 0.99988787 = 0.99989172 EA0284!UTM 18 - 1.00000385 x 1.00011449 = 1.00011835 EA0284 EA0284: Primary Azimuth Mark Grid Az EA0284:SPC NC - POKEY 176 22 29.6 EA0284:UTM 18 - POKEY 178 40 25.9 EA0284 EA0284|---------------------------------------------------------------------| EA0284| PID Reference Object Distance Geod. Az | EA0284| dddmmss.s | EA0284| EA1174 POKEY APPROX. 1.7 KM 1772332.8 | EA0284|---------------------------------------------------------------------| EA0284 EA0284 SUPERSEDED SURVEY CONTROL EA0284 EA0284 NAD 27 - 34 56 02.34449(N) 077 14 14.25581(W) AD( ) 2 EA0284 NGVD 29 (??/??/92) 12.957 (m) 42.51 (f) ADJ UNCH 1 1 EA0284 EA0284.Superseded values are not recommended for survey control. EA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0284.See file dsdata.txt to determine how the superseded data were derived. EA0284 EA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9569168024(NAD 83) EA0284_MARKER: DB = BENCH MARK DISK EA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0284_STAMPING: Z 109 1963 EA0284_PROJECTION: FLUSH EA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0284+STABILITY: SURFACE MOTION EA0284 EA0284 HISTORY - Date Condition Report By EA0284 HISTORY - 1963 MONUMENTED CGS EA0284 HISTORY - 1975 GOOD NCGS EA0284 HISTORY - 1979 GOOD NCGS EA0284 EA0284 STATION DESCRIPTION EA0284 EA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0284'2.2 MI N FROM MAYSVILLE. EA0284'2.15 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC COAST EA0284'LINE RAILROAD STATION AT MAYSVILLE, 67.0 FEET EAST OF THE CENTER EA0284'LINE OF THE HIGHWAY, 16 FEET EAST-NORTHEAST OF TELEPHONE POLE 574, EA0284'ABOUT 100 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM A PURE OIL EA0284'SERVICE STATION, ABOUT LEVEL WITH THE HIGHWAY, 2.7 FEET SOUTH OF A EA0284'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST THAT EA0284'PROJECTS ABOUT 1-INCH. EA0284 EA0284 STATION RECOVERY (1975) EA0284 EA0284'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS) EA0284'BM Z-109 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK ESTABLISHED EA0284'IN THE VICINITY OF MAYSVILLE, NORTH CAROLINA, AND TRAVERSED THROUGH EA0284'BY THE N. C. GEODETIC SURVEY IN 1975. EA0284' EA0284'BM Z-109 IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF MAYSVILLE, EA0284'5.0 MILES SOUTH OF POLLOCKSVILLE AND 11.1 MILES SOUTHEAST OF EA0284'TRENTON. TO REACH STATION FROM INTERSECTION OF U.S. 17 WITH NC EA0284'58 IN MAYSVILLE, PROCEED NORTH ALONG U.S. 17 FOR 2.3 MILES TO EA0284'STATION ON RIGHT NEAR TELEPHONE POLE 574, 0.1 MILE NORTH OF A EA0284'HOUSE AND UNION 76 SERVICE STATION SIGN. EA0284' EA0284'STATION MARK IS A USC AND GS BENCH MARK DISK, STAMPED BM Z-109 EA0284'1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA0284'FLUSH WITH THE SURFACE OF THE GROUND. EA0284' EA0284'MARK IS 66.4 FT E OF C/L OF U.S. 17. EA0284' EA0284'15.3 FT NE OF TP 574 WITH ALUMINUM REF. TAG. EA0284' EA0284'107.2 FT N OF R/W MARKER. EA0284' EA0284'53.8 FT N OF 22 INCH PINE WITH ALUMINUM REF. TAG. EA0284' EA0284'23.3 FT SW OF 10 INCH PINE WITH ALUMINUM REF. TAG. EA0284' EA0284'128.9 FT S OF TP WITH ALUMINUM REF. TAG. EA0284 EA0284 STATION RECOVERY (1979) EA0284 EA0284'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0284'2.3 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 EA0284'(EIGHTH STREET) IN MAYSVILLE, AT POWER POLE 574, 0.1 MILE NORTH EA0284'AND ACROSS HIGHWAY FROM A FRAME HOUSE AND OLD PURE OIL SIGN, 66.4 EA0284'FEET EAST OF CENTERLINE OF HIGHWAY, 15.3 FEET NORTHEAST OF EA0284'TELEPHONE POLE 574 WITH REFERENCE TAG, 107.2 FEET NORTH OF A EA0284'RIGHT-OF-WAY MARKER, 53.8 FEET NORTH OF 22 INCH PINE WITH REFERENCE EA0284'TAG, 23.3 FEET SOUTHWEST OF 10 INCH PINE WITH REFERENCE TAG AND EA0284'128.9 FEET SOUTH OF A TELEPHONE POLE WITH REFERENCE TAG. EA0284'THE MARK IS 0.8 FT W FROM A WITNESS POST. EA0284'THE MARK IS 1 FT BELOW HIGHWAY.