1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5721 *********************************************************************** EZ5721 DESIGNATION - 11 WSM EZ5721 PID - EZ5721 EZ5721 STATE/COUNTY- NC/RICHMOND EZ5721 USGS QUAD - ELLERBE (1982) EZ5721 EZ5721 *CURRENT SURVEY CONTROL EZ5721 ___________________________________________________________________ EZ5721* NAD 83(1986)- 35 03 50.47812(N) 079 47 53.28985(W) ADJUSTED EZ5721* NAVD 88 - 163.87 (+/-2cm) 537.6 (feet) VERTCON EZ5721 ___________________________________________________________________ EZ5721 LAPLACE CORR- -3.54 (seconds) DEFLEC99 EZ5721 GEOID HEIGHT- -30.93 (meters) GEOID03 EZ5721 EZ5721 HORZ ORDER - SECOND EZ5721 VERT ORDER - THIRD ? (See Below) EZ5721 EZ5721.The North Carolina HARNS have been completed but, EZ5721.due to contractual restrictions, coordinates for these stations EZ5721.will NOT be published in the near future. In the interim, the EZ5721.published coordinates in North Carolina will not be EZ5721.consistent with the Continuously Operating Reference Stations EZ5721.(CORS). The HARN coordinates for these stations are available EZ5721.upon request. Contact Gary Thompson(919-733-3836). EZ5721. EZ5721.In addition, the published North Carolina positions EZ5721.(NAD 83 (1986)) are NOT consistent with those determined in EZ5721.adjacent state readjustments. The discontinuity between stations EZ5721.located in North Carolina and those in adjacent states EZ5721.which have been adjusted to the HARN may be as much as 5 EZ5721.decimeters. This will result in a significant loss of accuracy EZ5721.over lines crossing such state borders. EZ5721 EZ5721 EZ5721.The horizontal coordinates were established by classical geodetic methods EZ5721.and adjusted by the National Geodetic Survey in March 1990. EZ5721 EZ5721.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5721.The vertical order pertains to the NGVD 29 superseded value. EZ5721 EZ5721.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5721 EZ5721.The geoid height was determined by GEOID03. EZ5721 EZ5721; North East Units Scale Factor Converg. EZ5721;SPC NC - 146,057.060 536,807.306 MT 0.99987793 -0 27 38.4 EZ5721;SPC NC - 479,188.87 1,761,175.30 sFT 0.99987793 -0 27 38.4 EZ5721;UTM 17 - 3,880,803.242 609,589.338 MT 0.99974801 +0 41 25.9 EZ5721 EZ5721! - Elev Factor x Scale Factor = Combined Factor EZ5721!SPC NC - 0.99997913 x 0.99987793 = 0.99985707 EZ5721!UTM 17 - 0.99997913 x 0.99974801 = 0.99972715 EZ5721 EZ5721 SUPERSEDED SURVEY CONTROL EZ5721 EZ5721 NGVD 29 (03/28/90) 164.13 (m) 538.5 (f) LEVELING 3 EZ5721 EZ5721.Superseded values are not recommended for survey control. EZ5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5721.See file dsdata.txt to determine how the superseded data were derived. EZ5721 EZ5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0958980803(NAD 83) EZ5721_MARKER: DB = BENCH MARK DISK EZ5721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5721 EZ5721 HISTORY - Date Condition Report By EZ5721 HISTORY - 1954 MONUMENTED USGS EZ5721 EZ5721 STATION DESCRIPTION EZ5721 EZ5721'DESCRIBED BY US GEOLOGICAL SURVEY 1954 EZ5721'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST-SOUTHWEST OF EZ5721'ELLERBE AND 8.7 MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5721' EZ5721'THE STATION IS LOCATED ON THE NORTH GROUNDS OF MT PLEASANT BAPTIST EZ5721'CHURCH, APPROXIMATELY 400 FEET WEST OF THE JUNCTION OF SR 1148, EZ5721'SR 1309 AND SR 1308, BY DRIVEWAY FROM SR 1148 TO CHURCH AND EZ5721'APPROXIMATELY 300 FEET NORTH OF THE CHURCH. EZ5721' EZ5721'STATION MARK IS A STANDARD DISK STAMPED---11 WSM 1954 539 FT---SET IN EZ5721'THE TOP OF A CONCRETE PRECAST WHICH IS 3 INCHES ABOVE THE GROUND EZ5721'SURFACE. THE MARK IS 27.7 FEET SOUTH OF CENTERLINE OF SR 1148, 21.6 EZ5721'FEET EAST OF CENTERLINE OF CHURCH DRIVEWAY AND 1.6 FEET WEST OF 18 EZ5721'INCH PINE, 54.0 FEET NORTH OF 16 INCH PINE AND 49.4 FEET NORTHEAST OF EZ5721'18 INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3653 *********************************************************************** EB3653 DESIGNATION - 21 HLZ EB3653 PID - EB3653 EB3653 STATE/COUNTY- NC/RICHMOND EB3653 USGS QUAD - MORVEN EAST (1983) EB3653 EB3653 *CURRENT SURVEY CONTROL EB3653 ___________________________________________________________________ EB3653* NAD 83(1986)- 34 49 40.45494(N) 079 52 54.13600(W) ADJUSTED EB3653* NAVD 88 - 101.61 (+/-2cm) 333.4 (feet) VERTCON EB3653 ___________________________________________________________________ EB3653 LAPLACE CORR- -2.90 (seconds) DEFLEC99 EB3653 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3653 EB3653 HORZ ORDER - SECOND EB3653 VERT ORDER - THIRD ? (See Below) EB3653 EB3653.The North Carolina HARNS have been completed but, EB3653.due to contractual restrictions, coordinates for these stations EB3653.will NOT be published in the near future. In the interim, the EB3653.published coordinates in North Carolina will not be EB3653.consistent with the Continuously Operating Reference Stations EB3653.(CORS). The HARN coordinates for these stations are available EB3653.upon request. Contact Gary Thompson(919-733-3836). EB3653. EB3653.In addition, the published North Carolina positions EB3653.(NAD 83 (1986)) are NOT consistent with those determined in EB3653.adjacent state readjustments. The discontinuity between stations EB3653.located in North Carolina and those in adjacent states EB3653.which have been adjusted to the HARN may be as much as 5 EB3653.decimeters. This will result in a significant loss of accuracy EB3653.over lines crossing such state borders. EB3653 EB3653 EB3653.The horizontal coordinates were established by classical geodetic methods EB3653.and adjusted by the National Geodetic Survey in March 1990. EB3653 EB3653.The NAVD 88 height was computed by applying the VERTCON shift value to EB3653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3653.The vertical order pertains to the NGVD 29 superseded value. EB3653 EB3653.The Laplace correction was computed from DEFLEC99 derived deflections. EB3653 EB3653.The geoid height was determined by GEOID03. EB3653 EB3653; North East Units Scale Factor Converg. EB3653;SPC NC - 119,930.746 528,953.023 MT 0.99989978 -0 30 32.0 EB3653;SPC NC - 393,472.79 1,735,406.71 sFT 0.99989978 -0 30 32.0 EB3653;SPC SC - 332,657.407 711,898.239 MT 0.99999807 +0 37 11.9 EB3653;SPC SC - 1,091,395.69 2,335,624.14 iFT 0.99999807 +0 37 11.9 EB3653;UTM 17 - 3,854,528.557 602,261.789 MT 0.99972889 +0 38 19.4 EB3653 EB3653! - Elev Factor x Scale Factor = Combined Factor EB3653!SPC NC - 0.99998894 x 0.99989978 = 0.99988872 EB3653!SPC SC - 0.99998894 x 0.99999807 = 0.99998701 EB3653!UTM 17 - 0.99998894 x 0.99972889 = 0.99971784 EB3653 EB3653 SUPERSEDED SURVEY CONTROL EB3653 EB3653 NGVD 29 (03/28/90) 101.87 (m) 334.2 (f) LEVELING 3 EB3653 EB3653.Superseded values are not recommended for survey control. EB3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3653.See file dsdata.txt to determine how the superseded data were derived. EB3653 EB3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0226254529(NAD 83) EB3653_MARKER: DB = BENCH MARK DISK EB3653_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EB3653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB3653 EB3653 HISTORY - Date Condition Report By EB3653 HISTORY - 1970 MONUMENTED USGS EB3653 EB3653 STATION DESCRIPTION EB3653 EB3653'DESCRIBED BY US GEOLOGICAL SURVEY 1970 EB3653'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF THE NORTH EB3653'CAROLINA-SOUTH CAROLINA STATE LINE AND 9.9 MILES SOUTHWEST OF EB3653'ROCKINGHAM. EB3653' EB3653'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3653'ON US 1, PROCEED NORTHERLY ALONG US 1 FOR 1.75 MILES TO SR 1100 AND EB3653'STATION ON LEFT, IN WEST QUADRANT OF INTERSECTION AND IN OLD CONCRETE EB3653'GAS PUMP ISLAND PROJECTING 10 INCHES ABOVE THE GROUND SURFACE. EB3653' EB3653'STATION MARK IS A STANDARD USGS BENCH MARK DISK EB3653'STAMPED---21 HLZ 1970---, SET FLUSH IN DRILL HOLE IN CONCRETE. THE EB3653'MARK IS 62.8 FEET NORTHWEST OF THE CENTERLINE OF US 1, 98.6 FEET EB3653'SOUTHWEST OF THE CENTERLINE OF SR 1100, 3.7 FEET NORTHEAST OF THE EB3653'SOUTHWEST END OF ISLAND, 74.7 FEET WEST-SOUTHWEST OF RIGHT-OF-WAY EB3653'MARKER, 117.3 FEET NORTH-NORTHWEST OF AN 8 INCH PINE WITH REFERENCE EB3653'TAG AND 69.5 FEET EAST-NORTHEAST OF A 4 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5722 *********************************************************************** EZ5722 DESIGNATION - 27 WSM EZ5722 PID - EZ5722 EZ5722 STATE/COUNTY- NC/RICHMOND EZ5722 USGS QUAD - NORMAN (1983) EZ5722 EZ5722 *CURRENT SURVEY CONTROL EZ5722 ___________________________________________________________________ EZ5722* NAD 83(1986)- 35 10 25.01162(N) 079 43 35.77454(W) ADJUSTED EZ5722* NAVD 88 - 186.968 (meters) 613.41 (feet) ADJUSTED EZ5722 ___________________________________________________________________ EZ5722 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EZ5722 GEOID HEIGHT- -30.93 (meters) GEOID03 EZ5722 DYNAMIC HT - 186.798 (meters) 612.85 (feet) COMP EZ5722 MODELED GRAV- 979,721.8 (mgal) NAVD 88 EZ5722 EZ5722 HORZ ORDER - SECOND EZ5722 VERT ORDER - SECOND CLASS II EZ5722 EZ5722.The North Carolina HARNS have been completed but, EZ5722.due to contractual restrictions, coordinates for these stations EZ5722.will NOT be published in the near future. In the interim, the EZ5722.published coordinates in North Carolina will not be EZ5722.consistent with the Continuously Operating Reference Stations EZ5722.(CORS). The HARN coordinates for these stations are available EZ5722.upon request. Contact Gary Thompson(919-733-3836). EZ5722. EZ5722.In addition, the published North Carolina positions EZ5722.(NAD 83 (1986)) are NOT consistent with those determined in EZ5722.adjacent state readjustments. The discontinuity between stations EZ5722.located in North Carolina and those in adjacent states EZ5722.which have been adjusted to the HARN may be as much as 5 EZ5722.decimeters. This will result in a significant loss of accuracy EZ5722.over lines crossing such state borders. EZ5722 EZ5722 EZ5722.The horizontal coordinates were established by classical geodetic methods EZ5722.and adjusted by the National Geodetic Survey in March 1990. EZ5722.No horizontal observational check was made to the station. EZ5722 EZ5722.The orthometric height was determined by differential leveling EZ5722.and adjusted by the National Geodetic Survey in August 2000. EZ5722 EZ5722.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5722 EZ5722.The geoid height was determined by GEOID03. EZ5722 EZ5722.The dynamic height is computed by dividing the NAVD 88 EZ5722.geopotential number by the normal gravity value computed on the EZ5722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5722.degrees latitude (g = 980.6199 gals.). EZ5722 EZ5722.The modeled gravity was interpolated from observed gravity values. EZ5722 EZ5722; North East Units Scale Factor Converg. EZ5722;SPC NC - 158,163.626 543,420.236 MT 0.99987352 -0 25 09.7 EZ5722;SPC NC - 518,908.50 1,782,871.22 sFT 0.99987352 -0 25 09.7 EZ5722;UTM 17 - 3,893,038.869 615,956.759 MT 0.99976571 +0 44 01.1 EZ5722 EZ5722! - Elev Factor x Scale Factor = Combined Factor EZ5722!SPC NC - 0.99997551 x 0.99987352 = 0.99984903 EZ5722!UTM 17 - 0.99997551 x 0.99976571 = 0.99974122 EZ5722 EZ5722 SUPERSEDED SURVEY CONTROL EZ5722 EZ5722 NGVD 29 (03/28/90) 187.41 (m) 614.9 (f) LEVELING 3 EZ5722 EZ5722.Superseded values are not recommended for survey control. EZ5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5722.See file dsdata.txt to determine how the superseded data were derived. EZ5722 EZ5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1595793039(NAD 83) EZ5722_MARKER: DB = BENCH MARK DISK EZ5722_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5722_STAMPING: 27 WSM 1949 614 FEET EZ5722_MARK LOGO: USGS EZ5722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EZ5722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5722+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998 EZ5722 EZ5722 HISTORY - Date Condition Report By EZ5722 HISTORY - 1949 MONUMENTED USGS EZ5722 HISTORY - 19980122 GOOD NCGS EZ5722 EZ5722 STATION DESCRIPTION EZ5722 EZ5722'DESCRIBED BY US GEOLOGICAL SURVEY 1949 EZ5722'THE STATION IS LOCATED IN NORMAN. EZ5722' EZ5722'TO REACH THE STATION FROM THE INTERSECTION OF US 220 AND SR 1321 EZ5722'(MOORE STREET) IN NORMAN, PROCEED NORTHERLY ALONG US 220 FOR 0.35 MILE EZ5722'TO INTERSECTION WITH SR 1153, AND STATION ON THE LEFT IN FORK, 0.2 EZ5722'MILE SOUTH OF THE MONTGOMERY/RICHMOND COUNTY LINE. EZ5722' EZ5722'STATION MARK IS A STANDARD BENCH MARK DISK STAMPED---27 WSM 1949 614 EZ5722'FEET---SET IN THE TOP OF A CONCRETE PRECAST WHICH IS 4 INCHES ABOVE EZ5722'THE GROUND SURFACE. THE MARK IS 32.4 FEET SOUTHWEST OF CENTERLINE OF EZ5722'US 220, 88.4 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1153, 2.0 FEET EZ5722'NORTH-NORTHWEST OF POWER POLE 5366 WITH REFERENCE TAG, 48.6 FEET EAST EZ5722'SOUTHEAST OF NORTHEAST CORNER WHITE SHINGLE HOUSE AND 89.2 FEET SOUTH EZ5722'SOUTHEAST OF CENTERLINE OF DRIVEWAY. EZ5722 EZ5722 STATION RECOVERY (1998) EZ5722 EZ5722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5722'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9812 *********************************************************************** AG9812 DESIGNATION - 34 LB 2 AG9812 PID - AG9812 AG9812 STATE/COUNTY- NC/RICHMOND AG9812 USGS QUAD - ROCKINGHAM (1982) AG9812 AG9812 *CURRENT SURVEY CONTROL AG9812 ___________________________________________________________________ AG9812* NAD 83(1986)- 34 56 31.12928(N) 079 50 05.21831(W) ADJUSTED AG9812* NAVD 88 - 125.40 (meters) 411.4 (feet) LEVELING AG9812 ___________________________________________________________________ AG9812 LAPLACE CORR- -3.76 (seconds) DEFLEC99 AG9812 GEOID HEIGHT- -31.01 (meters) GEOID03 AG9812 AG9812 HORZ ORDER - SECOND AG9812 VERT ORDER - THIRD AG9812 AG9812.The North Carolina HARNS have been completed but, AG9812.due to contractual restrictions, coordinates for these stations AG9812.will NOT be published in the near future. In the interim, the AG9812.published coordinates in North Carolina will not be AG9812.consistent with the Continuously Operating Reference Stations AG9812.(CORS). The HARN coordinates for these stations are available AG9812.upon request. Contact Gary Thompson(919-733-3836). AG9812. AG9812.In addition, the published North Carolina positions AG9812.(NAD 83 (1986)) are NOT consistent with those determined in AG9812.adjacent state readjustments. The discontinuity between stations AG9812.located in North Carolina and those in adjacent states AG9812.which have been adjusted to the HARN may be as much as 5 AG9812.decimeters. This will result in a significant loss of accuracy AG9812.over lines crossing such state borders. AG9812 AG9812 AG9812.The horizontal coordinates were established by classical geodetic methods AG9812.and adjusted by the National Geodetic Survey in July 1998. AG9812 AG9812.The orthometric height was determined by differential leveling. AG9812.The vertical network tie was performed by a horz. field party for horz. AG9812.obs reductions. Reset procedures were used to establish the elevation. AG9812 AG9812.The Laplace correction was computed from DEFLEC99 derived deflections. AG9812 AG9812.The geoid height was determined by GEOID03. AG9812 AG9812; North East Units Scale Factor Converg. AG9812;SPC NC - 132,547.281 533,351.175 MT 0.99988712 -0 28 54.5 AG9812;SPC NC - 434,865.54 1,749,836.31 sFT 0.99988712 -0 28 54.5 AG9812;UTM 17 - 3,867,228.687 606,405.534 MT 0.99973954 +0 40 02.8 AG9812 AG9812! - Elev Factor x Scale Factor = Combined Factor AG9812!SPC NC - 0.99998518 x 0.99988712 = 0.99987231 AG9812!UTM 17 - 0.99998518 x 0.99973954 = 0.99972473 AG9812 AG9812 SUPERSEDED SURVEY CONTROL AG9812 AG9812.No superseded survey control is available for this station. AG9812 AG9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0640667229(NAD 83) AG9812_MARKER: DD = SURVEY DISK AG9812_SETTING: 0 = UNSPECIFIED SETTING AG9812_STAMPING: 34 LB 2 1981 AG9812_MARK LOGO: NCDOT AG9812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AG9812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9812+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993 AG9812 AG9812 HISTORY - Date Condition Report By AG9812 HISTORY - 1981 MONUMENTED NCDOT AG9812 HISTORY - 19930909 GOOD NCGS AG9812 AG9812 STATION DESCRIPTION AG9812 AG9812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) AG9812'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) WEST OF ROCKINGHAM AND 1.8 MI AG9812'(2.9 KM) WEST-NORTHWEST OF CORDOVA. PROCEED ALONG US 74 FOR 3.1 MI AG9812'(5.0 KM) FROM THE PEE DEE RIVER EAST TO SR 1109, THENCE ALONG SR 1109 AG9812'SOUTHWEST FOR 1.35 MI (2.17 KM) TO THE STATION, ON THE NORTHWEST SIDE AG9812'OF THE ROAD. MARK IS ACROSS THE ROAD FROM AND MIDWAY BETWEEN A 1-STORY AG9812'FRAME HOUSE AND A BARN. MARK IS FLUSH WITH GROUND IN AN ALUMINUM AG9812'MARKER AND ABOUT 2-FEET HIGHER THAN THE ROAD. LOCATED 29.5 FT (9.0 M) AG9812'SOUTHEAST OF THE CENTERLINE OF SR 1109, 5.6 FT (1.7 M) SOUTHWEST OF A AG9812'FIRE HYDRANT, 2.3 FT (0.7 M) NORTHEAST OF A WATER VALVE REFERENCE AG9812'POST, AND 36.1 FT (11.0 M) EAST-NORTHEAST OF A POWER POLE WITH A AG9812'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5724 *********************************************************************** EZ5724 DESIGNATION - 49 WSM EZ5724 PID - EZ5724 EZ5724 STATE/COUNTY- NC/RICHMOND EZ5724 USGS QUAD - MOUNT GILEAD EAST (1994) EZ5724 EZ5724 *CURRENT SURVEY CONTROL EZ5724 ___________________________________________________________________ EZ5724* NAD 83(1986)- 35 09 23.87082(N) 079 56 28.99939(W) ADJUSTED EZ5724* NAVD 88 - 84.66 (+/-2cm) 277.8 (feet) VERTCON EZ5724 ___________________________________________________________________ EZ5724 LAPLACE CORR- -1.26 (seconds) DEFLEC99 EZ5724 GEOID HEIGHT- -30.61 (meters) GEOID03 EZ5724 EZ5724 HORZ ORDER - SECOND EZ5724 VERT ORDER - THIRD ? (See Below) EZ5724 EZ5724.The North Carolina HARNS have been completed but, EZ5724.due to contractual restrictions, coordinates for these stations EZ5724.will NOT be published in the near future. In the interim, the EZ5724.published coordinates in North Carolina will not be EZ5724.consistent with the Continuously Operating Reference Stations EZ5724.(CORS). The HARN coordinates for these stations are available EZ5724.upon request. Contact Gary Thompson(919-733-3836). EZ5724. EZ5724.In addition, the published North Carolina positions EZ5724.(NAD 83 (1986)) are NOT consistent with those determined in EZ5724.adjacent state readjustments. The discontinuity between stations EZ5724.located in North Carolina and those in adjacent states EZ5724.which have been adjusted to the HARN may be as much as 5 EZ5724.decimeters. This will result in a significant loss of accuracy EZ5724.over lines crossing such state borders. EZ5724 EZ5724 EZ5724.The horizontal coordinates were established by classical geodetic methods EZ5724.and adjusted by the National Geodetic Survey in March 1990. EZ5724 EZ5724.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5724.The vertical order pertains to the NGVD 29 superseded value. EZ5724 EZ5724.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5724 EZ5724.The geoid height was determined by GEOID03. EZ5724 EZ5724; North East Units Scale Factor Converg. EZ5724;SPC NC - 156,444.087 523,839.744 MT 0.99987396 -0 32 36.0 EZ5724;SPC NC - 513,266.98 1,718,630.89 sFT 0.99987396 -0 32 36.0 EZ5724;UTM 17 - 3,890,925.969 596,417.457 MT 0.99971457 +0 36 34.6 EZ5724 EZ5724! - Elev Factor x Scale Factor = Combined Factor EZ5724!SPC NC - 0.99999152 x 0.99987396 = 0.99986548 EZ5724!UTM 17 - 0.99999152 x 0.99971457 = 0.99970609 EZ5724 EZ5724 SUPERSEDED SURVEY CONTROL EZ5724 EZ5724 NGVD 29 (03/28/90) 84.94 (m) 278.7 (f) LEVELING 3 EZ5724 EZ5724.Superseded values are not recommended for survey control. EZ5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5724.See file dsdata.txt to determine how the superseded data were derived. EZ5724 EZ5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9641790926(NAD 83) EZ5724_MARKER: DB = BENCH MARK DISK EZ5724_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5724 EZ5724 HISTORY - Date Condition Report By EZ5724 HISTORY - 1954 MONUMENTED USGS EZ5724 EZ5724 STATION DESCRIPTION EZ5724 EZ5724'DESCRIBED BY US GEOLOGICAL SURVEY 1954 EZ5724'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF MT. GILEAD EZ5724'AND 11.6 MILES NORTHWEST OF ELLERBE. EZ5724' EZ5724'TO REACH THE STATION FROM NC 73 WITH THE BRIDGE OVER THE MAIN CHANNEL EZ5724'OF LITTLE RIVER, PROCEED WESTERLY ALONG NC 73 FOR 1.45 MILES TO EZ5724'SR 1161 ON LEFT AND STATION ON RIGHT, ON PROLONGATION OF THE EZ5724'CENTERLINE OF SR 1161. EZ5724' EZ5724'STATION MARK IS A STANDARD BENCH MARK DISK STAMPED---49 WSM 1954---, EZ5724'SET IN THE TOP OF A CONCRETE PRECAST,WHICH IS FLUSH WITH THE GROUND EZ5724'SURFACE. THE MARK IS 28.2 FEET NORTHEAST OF THE INTERSECTION OF EZ5724'CENTERLINES, 17.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF WOODS ROAD EZ5724'LEADING NORTH AND 3.6 FEET SOUTH OF POWER POLE 6748, 3.0 FEET NORTH OF EZ5724'SIGN POST AND 53.1 FEET WEST-NORTHWEST OF 6 INCH PINE ALL WITH EZ5724'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2964 *********************************************************************** EB2964 DESIGNATION - ACCESS EB2964 PID - EB2964 EB2964 STATE/COUNTY- NC/RICHMOND EB2964 USGS QUAD - ROCKINGHAM (1982) EB2964 EB2964 *CURRENT SURVEY CONTROL EB2964 ___________________________________________________________________ EB2964* NAD 83(1986)- 34 55 30.41296(N) 079 45 15.97988(W) ADJUSTED EB2964* NAVD 88 - 97.1 (meters) 319. (feet) VERTCON EB2964 ___________________________________________________________________ EB2964 LAPLACE CORR- -4.97 (seconds) DEFLEC99 EB2964 GEOID HEIGHT- -31.26 (meters) GEOID03 EB2964 EB2964 HORZ ORDER - SECOND EB2964 EB2964.The North Carolina HARNS have been completed but, EB2964.due to contractual restrictions, coordinates for these stations EB2964.will NOT be published in the near future. In the interim, the EB2964.published coordinates in North Carolina will not be EB2964.consistent with the Continuously Operating Reference Stations EB2964.(CORS). The HARN coordinates for these stations are available EB2964.upon request. Contact Gary Thompson(919-733-3836). EB2964. EB2964.In addition, the published North Carolina positions EB2964.(NAD 83 (1986)) are NOT consistent with those determined in EB2964.adjacent state readjustments. The discontinuity between stations EB2964.located in North Carolina and those in adjacent states EB2964.which have been adjusted to the HARN may be as much as 5 EB2964.decimeters. This will result in a significant loss of accuracy EB2964.over lines crossing such state borders. EB2964 EB2964 EB2964.The horizontal coordinates were established by classical geodetic methods EB2964.and adjusted by the National Geodetic Survey in July 1986. EB2964 EB2964.The NAVD 88 height was computed by applying the VERTCON shift value to EB2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2964 EB2964.The Laplace correction was computed from DEFLEC99 derived deflections. EB2964 EB2964.The geoid height was determined by GEOID03. EB2964 EB2964; North East Units Scale Factor Converg. EB2964;SPC NC - 130,617.738 540,675.524 MT 0.99988875 -0 26 07.6 EB2964;SPC NC - 428,535.03 1,773,866.28 sFT 0.99988875 -0 26 07.6 EB2964;UTM 17 - 3,865,446.641 613,766.081 MT 0.99975952 +0 42 47.4 EB2964 EB2964! - Elev Factor x Scale Factor = Combined Factor EB2964!SPC NC - 0.99998966 x 0.99988875 = 0.99987841 EB2964!UTM 17 - 0.99998966 x 0.99975952 = 0.99974918 EB2964 EB2964: Primary Azimuth Mark Grid Az EB2964:SPC NC - GLENWOOD 045 46 19.9 EB2964:UTM 17 - GLENWOOD 044 37 24.9 EB2964 EB2964|---------------------------------------------------------------------| EB2964| PID Reference Object Distance Geod. Az | EB2964| dddmmss.s | EB2964| EB2972 GLENWOOD 459.933 METERS 0452012.3 | EB2964| EB2896 ROCKINGHAM CABLEVISION TOWER APPROX. 2.0 KM 0901836.3 | EB2964| EB2884 ROCKINGHAM RAD STA WAYN TOWER APPROX. 0.8 KM 1031344.8 | EB2964|---------------------------------------------------------------------| EB2964 EB2964 SUPERSEDED SURVEY CONTROL EB2964 EB2964 NAD 27 - 34 55 29.85536(N) 079 45 16.78223(W) AD( ) 2 EB2964 NGVD 29 (07/19/86) 97.4 (m) 320. (f) VERT ANG EB2964 EB2964.Superseded values are not recommended for survey control. EB2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2964.See file dsdata.txt to determine how the superseded data were derived. EB2964 EB2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1376665447(NAD 83) EB2964_MARKER: DE = TRAVERSE STATION DISK EB2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2964_STAMPING: ACCESS 1970 EB2964_MARK LOGO: NCGS EB2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2964+STABILITY: SURFACE MOTION EB2964 EB2964 HISTORY - Date Condition Report By EB2964 HISTORY - 1970 MONUMENTED NCGS EB2964 EB2964 STATION DESCRIPTION EB2964 EB2964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2964'ACCESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2964'VICINITY OF HAMLET, NORTH CAROLINA. EB2964' EB2964'ACCESS IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF ROCKINGHAM. EB2964'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND US 74 IN EB2964'ROCKINGHAM, GO SOUTHEAST ON US 74 FOR 1.05 MILE TO WALNUT LANE AND EB2964'CHURCH OF CHRIST ON LEFT, TURN LEFT ON WALNUT LANE AND PROCEED EB2964'APPROXIMATELY 100 FEET TO INTERSECTION OF WALNUT LANE AND WILD EB2964'CHERRY AVE., TURN RIGHT ON WILD CHERRY AVE. AND PROCEED 0.1 MILE TO EB2964'TOP OF HILL AND STATION ON RIGHT, AT INTERSECTION OF WILD CHERRY EB2964'AVE. AND ACCESS STREET. EB2964' EB2964'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ACCESS EB2964'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2964'FLUSH WITH THE SURFACE OF THE GROUND. EB2964' EB2964'MARK IS EB2964' EB2964'28.8 FEET SSW OF C/L OF INTERSECTION OF WILD CHERRY AVE. AND ACCESS EB2964'STREET. EB2964'12.4 FEET E OF ALUMINUM REF. TAG ON TP. EB2964'18.4 FEET WSW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EB2964'98.9 FEET SE OF ALUMINUM REF. TAG ON PP. EB2964'39.7 FEET SSW OF WHITE CONCRETE STREET MARKER POST. EB2964'4.1 FEET S OF FOURTH GUARD RAIL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2842 *********************************************************************** EB2842 DESIGNATION - AINSE EB2842 PID - EB2842 EB2842 STATE/COUNTY- NC/RICHMOND EB2842 USGS QUAD - HAMLET (1982) EB2842 EB2842 *CURRENT SURVEY CONTROL EB2842 ___________________________________________________________________ EB2842* NAD 83(1986)- 34 56 03.51713(N) 079 37 37.24194(W) ADJUSTED EB2842* NAVD 88 - 122.28 (+/-2cm) 401.2 (feet) VERTCON EB2842 ___________________________________________________________________ EB2842 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EB2842 GEOID HEIGHT- -31.65 (meters) GEOID03 EB2842 EB2842 HORZ ORDER - FIRST EB2842 VERT ORDER - THIRD ? (See Below) EB2842 EB2842.The North Carolina HARNS have been completed but, EB2842.due to contractual restrictions, coordinates for these stations EB2842.will NOT be published in the near future. In the interim, the EB2842.published coordinates in North Carolina will not be EB2842.consistent with the Continuously Operating Reference Stations EB2842.(CORS). The HARN coordinates for these stations are available EB2842.upon request. Contact Gary Thompson(919-733-3836). EB2842. EB2842.In addition, the published North Carolina positions EB2842.(NAD 83 (1986)) are NOT consistent with those determined in EB2842.adjacent state readjustments. The discontinuity between stations EB2842.located in North Carolina and those in adjacent states EB2842.which have been adjusted to the HARN may be as much as 5 EB2842.decimeters. This will result in a significant loss of accuracy EB2842.over lines crossing such state borders. EB2842 EB2842 EB2842.The horizontal coordinates were established by classical geodetic methods EB2842.and adjusted by the National Geodetic Survey in July 1986. EB2842 EB2842.The NAVD 88 height was computed by applying the VERTCON shift value to EB2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2842.The vertical order pertains to the NGVD 29 superseded value. EB2842 EB2842.The Laplace correction was computed from DEFLEC99 derived deflections. EB2842 EB2842.The geoid height was determined by GEOID03. EB2842 EB2842; North East Units Scale Factor Converg. EB2842;SPC NC - 131,556.753 552,323.573 MT 0.99988785 -0 21 42.8 EB2842;SPC NC - 431,615.78 1,812,081.59 sFT 0.99988785 -0 21 42.8 EB2842;UTM 17 - 3,866,618.789 625,391.669 MT 0.99979378 +0 47 10.8 EB2842 EB2842! - Elev Factor x Scale Factor = Combined Factor EB2842!SPC NC - 0.99998577 x 0.99988785 = 0.99987363 EB2842!UTM 17 - 0.99998577 x 0.99979378 = 0.99977956 EB2842 EB2842: Primary Azimuth Mark Grid Az EB2842:SPC NC - VESLE 241 55 21.4 EB2842:UTM 17 - VESLE 240 46 27.8 EB2842 EB2842|---------------------------------------------------------------------| EB2842| PID Reference Object Distance Geod. Az | EB2842| dddmmss.s | EB2842| EB2852 VESLE APPROX. 2.8 KM 2413338.6 | EB2842|---------------------------------------------------------------------| EB2842 EB2842 SUPERSEDED SURVEY CONTROL EB2842 EB2842 NAD 27 - 34 56 02.96174(N) 079 37 38.05946(W) AD( ) 1 EB2842 NGVD 29 (07/19/86) 122.54 (m) 402.0 (f) LEVELING 3 EB2842 EB2842.Superseded values are not recommended for survey control. EB2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2842.See file dsdata.txt to determine how the superseded data were derived. EB2842 EB2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2539266619(NAD 83) EB2842_MARKER: DS = TRIANGULATION STATION DISK EB2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2842_STAMPING: AINSE 1918 EB2842_MARK LOGO: CGS EB2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2842+STABILITY: SURFACE MOTION EB2842 EB2842 HISTORY - Date Condition Report By EB2842 HISTORY - 1918 MONUMENTED CGS EB2842 EB2842 STATION DESCRIPTION EB2842 EB2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2842'ON RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, ON FIRST CURVE EB2842'NORTH OF MILEPOST 248, AT INTERSECTION OF TANGENTS TO EAST EB2842'RAIL FROM SOUTH AND WEST RAIL FROM NORTH OF SOUTH-BOUND TRACK, EB2842'ABOUT 150 METERS (492 FEET) SOUTH OF POINT WHERE NORTH-BOUND EB2842'AND SOUTH-BOUND TRACKS BECOME PARALLEL ON FILL, ABOUT 17 METERS EB2842'(56 FEET) EAST OF EAST RAIL OF SOUTH-BOUND TRACK, AND 4 METERS EB2842'(13 FEET) WEST OF WEST RAIL OF NORTH-BOUND TRACK. SURFACE EB2842'MARK WAS STANDARD DISK STATION MARK IN CONCRETE. EB2842'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. EB2842'THERE WAS NO REFERENCE MARK. STATION WAS NOT RECOVERED IN 1933, EB2842'AS LOCATION WAS FOUND TO BE COVERED BY DEEP FILL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3471 *********************************************************************** EZ3471 DESIGNATION - ALEXANDER EZ3471 PID - EZ3471 EZ3471 STATE/COUNTY- NC/RICHMOND EZ3471 USGS QUAD - PINEBLUFF (1982) EZ3471 EZ3471 *CURRENT SURVEY CONTROL EZ3471 ___________________________________________________________________ EZ3471* NAD 83(1986)- 35 03 04.22773(N) 079 29 32.92026(W) ADJUSTED EZ3471* NAVD 88 - 95.64 (+/-2cm) 313.8 (feet) VERTCON EZ3471 ___________________________________________________________________ EZ3471 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EZ3471 GEOID HEIGHT- -31.84 (meters) GEOID03 EZ3471 EZ3471 HORZ ORDER - FIRST EZ3471 VERT ORDER - THIRD ? (See Below) EZ3471 EZ3471.The North Carolina HARNS have been completed but, EZ3471.due to contractual restrictions, coordinates for these stations EZ3471.will NOT be published in the near future. In the interim, the EZ3471.published coordinates in North Carolina will not be EZ3471.consistent with the Continuously Operating Reference Stations EZ3471.(CORS). The HARN coordinates for these stations are available EZ3471.upon request. Contact Gary Thompson(919-733-3836). EZ3471. EZ3471.In addition, the published North Carolina positions EZ3471.(NAD 83 (1986)) are NOT consistent with those determined in EZ3471.adjacent state readjustments. The discontinuity between stations EZ3471.located in North Carolina and those in adjacent states EZ3471.which have been adjusted to the HARN may be as much as 5 EZ3471.decimeters. This will result in a significant loss of accuracy EZ3471.over lines crossing such state borders. EZ3471 EZ3471 EZ3471.The horizontal coordinates were established by classical geodetic methods EZ3471.and adjusted by the National Geodetic Survey in July 1986. EZ3471 EZ3471.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3471.The vertical order pertains to the NGVD 29 superseded value. EZ3471 EZ3471.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3471 EZ3471.The geoid height was determined by GEOID03. EZ3471 EZ3471; North East Units Scale Factor Converg. EZ3471;SPC NC - 144,450.729 564,677.461 MT 0.99987869 -0 17 03.3 EZ3471;SPC NC - 473,918.77 1,852,612.64 sFT 0.99987869 -0 17 03.3 EZ3471;UTM 17 - 3,879,757.013 637,483.636 MT 0.99983295 +0 51 57.3 EZ3471 EZ3471! - Elev Factor x Scale Factor = Combined Factor EZ3471!SPC NC - 0.99998999 x 0.99987869 = 0.99986868 EZ3471!UTM 17 - 0.99998999 x 0.99983295 = 0.99982294 EZ3471 EZ3471: Primary Azimuth Mark Grid Az EZ3471:SPC NC - RICHMOND 249 53 08.4 EZ3471:UTM 17 - RICHMOND 248 44 07.8 EZ3471 EZ3471|---------------------------------------------------------------------| EZ3471| PID Reference Object Distance Geod. Az | EZ3471| dddmmss.s | EZ3471| EZ5530 ALEXANDER RM 22.340 METERS 15507 | EZ3471| EZ3478 RICHMOND APPROX. 0.6 KM 2493605.1 | EZ3471|---------------------------------------------------------------------| EZ3471 EZ3471 SUPERSEDED SURVEY CONTROL EZ3471 EZ3471 NAD 27 - 35 03 03.66963(N) 079 29 33.77289(W) AD( ) 1 EZ3471 NGVD 29 (07/19/86) 95.89 (m) 314.6 (f) LEVELING 3 EZ3471 EZ3471.Superseded values are not recommended for survey control. EZ3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3471.See file dsdata.txt to determine how the superseded data were derived. EZ3471 EZ3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3748479757(NAD 83) EZ3471 EZ3471 HISTORY - Date Condition Report By EZ3471 HISTORY - 1918 MONUMENTED CGS EZ3471 HISTORY - 1933 GOOD CGS EZ3471 HISTORY - 1972 GOOD NGS EZ3471 EZ3471 STATION DESCRIPTION EZ3471 EZ3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ3471'ABOUT 3 MILES NORTH OF HOFFMAN, ON FIRST CURVE OF SEABOARD AIR LINE EZ3471'RAILWAY NORTH OF MILEPOST 236, AT INTERSECTION OF TANGENTS TO EAST EZ3471'RAIL FROM SOUTH AND WEST RAIL FROM NORTH, AND 9.87 METERS (32.4 EZ3471'FEET) WEST OF WEST RAIL. SURFACE MARK WAS STANDARD DISK STATION EZ3471'MARK IN CONCRETE. MARK WAS NOT RECOVERED IN 1933. UNDERGROUND EZ3471'MARK IS COPPER BOLT IN CONCRETE. REFERENCE MARK IS STANDARD EZ3471'REFERENCE DISK IN CONCRETE, 10.33 METERS (33.9 FEET) EAST OF EAST EZ3471'RAIL, AND 22.34 METERS (73.3 FEET) FROM STATION S 24 EZ3471'DEG 52 MIN E. STATION RATLE EZ3471'IS VISIBLE FROM GROUND N 87 DEG 15 MIN E. EZ3471 EZ3471 STATION RECOVERY (1972) EZ3471 EZ3471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JDB) EZ3471'ALEXANDER RECOVERED IN GOOD CONDITION. EZ3471' EZ3471'STATION IS 0.3 MI. N OF MILEPOST 236, 48.0 FEET W OF W RAIL, 53.9 EZ3471'FEET N OF ALUMINUM REF. TAG ON TELEPHONE POLE, AND 32.6 FEET E OF EZ3471'ALUMINUM REF. TAG ON 6 INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2990 *********************************************************************** EB2990 DESIGNATION - APT BCN ROCKINGHAM HAMLET APT EB2990 PID - EB2990 EB2990 STATE/COUNTY- NC/RICHMOND EB2990 USGS QUAD - ROCKINGHAM (1982) EB2990 EB2990 *CURRENT SURVEY CONTROL EB2990 ___________________________________________________________________ EB2990* NAD 83(1986)- 34 53 38.95957(N) 079 45 28.69454(W) ADJUSTED EB2990* NAVD 88 - EB2990 ___________________________________________________________________ EB2990 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB2990 GEOID HEIGHT- -31.31 (meters) GEOID03 EB2990 EB2990 HORZ ORDER - THIRD EB2990 EB2990.This mark is at Rockingham-Hamlet Airport (45J) EB2990 EB2990.The North Carolina HARNS have been completed but, EB2990.due to contractual restrictions, coordinates for these stations EB2990.will NOT be published in the near future. In the interim, the EB2990.published coordinates in North Carolina will not be EB2990.consistent with the Continuously Operating Reference Stations EB2990.(CORS). The HARN coordinates for these stations are available EB2990.upon request. Contact Gary Thompson(919-733-3836). EB2990. EB2990.In addition, the published North Carolina positions EB2990.(NAD 83 (1986)) are NOT consistent with those determined in EB2990.adjacent state readjustments. The discontinuity between stations EB2990.located in North Carolina and those in adjacent states EB2990.which have been adjusted to the HARN may be as much as 5 EB2990.decimeters. This will result in a significant loss of accuracy EB2990.over lines crossing such state borders. EB2990 EB2990 EB2990.The horizontal coordinates were established by classical geodetic methods EB2990.and adjusted by the National Geodetic Survey in July 1986. EB2990 EB2990 EB2990.The Laplace correction was computed from DEFLEC99 derived deflections. EB2990 EB2990.The geoid height was determined by GEOID03. EB2990 EB2990; North East Units Scale Factor Converg. EB2990;SPC NC - 127,186.084 540,326.639 MT 0.99989195 -0 26 14.9 EB2990;SPC NC - 417,276.34 1,772,721.65 sFT 0.99989195 -0 26 14.9 EB2990;SPC SC - 340,135.990 723,128.175 MT 1.00002219 +0 41 18.9 EB2990;SPC SC - 1,115,931.73 2,372,467.77 iFT 1.00002219 +0 41 18.9 EB2990;UTM 17 - 3,862,009.136 613,486.075 MT 0.99975873 +0 42 38.1 EB2990 EB2990 SUPERSEDED SURVEY CONTROL EB2990 EB2990 NAD 27 - 34 53 38.37420(N) 079 45 29.47323(W) AD( ) 3 EB2990 EB2990.Superseded values are not recommended for survey control. EB2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2990.See file dsdata.txt to determine how the superseded data were derived. EB2990 EB2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1348662009(NAD 83) EB2990_MARKER: 21 = AIRPORT BEACON EB2990 EB2990 HISTORY - Date Condition Report By EB2990 HISTORY - 1971 FIRST OBSERVED NGS EB2990 EB2990 STATION DESCRIPTION EB2990 EB2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA) EB2990'THE STATION, AIRPORT BEACON ROCKINGHAM-HAMLET MUNICIPAL AIRPORT, IS EB2990'THE CENTER OF THE ROTATING GREEN AND WHITE BEACON ATOP A 4 LEGGED EB2990'STEEL TOWER THAT IS PAINTED RED AND WHITE AND IS ABOUT 70 FEET EB2990'HIGH. EB2990' EB2990'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF ROCKINGHAM, 2 MILES EB2990'WEST OF HAMLET AND ON THE ROCKINGHAM-HAMLET AIRPORT. EB2990' EB2990'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 74 AND STATE EB2990'HIGHWAY 177 IN HAMLET, GO SOUTHWEST ON STATE HIGHWAY 177 FOR 1.0 EB2990'MILE TO FORK. KEEP RIGHT AND CONTINUE STRAIGHT AHEAD SOUTHWEST ON EB2990'ROAD 1900 FOR 1.65 MILES TO A CROSSROAD 1966 AND SIGN AIRPORT. EB2990'TURN RIGHT AND GO NORTHWEST ON ROAD 1966 FOR 1.75 MILES TO A SIDE EB2990'ROAD LEFT AND ENTRANCE TO THE ROCKINGHAM-HAMLET AIRPORT. TURN LEFT EB2990'AND GO SOUTHWEST ON SURFACED ROAD FOR 0.2 MILE TO THE STATION ON EB2990'LEFT. EB2990' EB2990'THE AIRPORT IS OWNED BY RICHMOND COUNTY. JAON DOYLE HAIGLER IS THE EB2990'AIRPORT MANAGER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2833 *********************************************************************** EB2833 DESIGNATION - ARCH EB2833 PID - EB2833 EB2833 STATE/COUNTY- NC/RICHMOND EB2833 USGS QUAD - MARSTON (1982) EB2833 EB2833 *CURRENT SURVEY CONTROL EB2833 ___________________________________________________________________ EB2833* NAD 83(1986)- 34 57 23.75785(N) 079 36 33.86615(W) ADJUSTED EB2833* NAVD 88 - 121.2 (meters) 398. (feet) VERTCON EB2833 ___________________________________________________________________ EB2833 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB2833 GEOID HEIGHT- -31.67 (meters) GEOID03 EB2833 EB2833 HORZ ORDER - SECOND EB2833 EB2833.The North Carolina HARNS have been completed but, EB2833.due to contractual restrictions, coordinates for these stations EB2833.will NOT be published in the near future. In the interim, the EB2833.published coordinates in North Carolina will not be EB2833.consistent with the Continuously Operating Reference Stations EB2833.(CORS). The HARN coordinates for these stations are available EB2833.upon request. Contact Gary Thompson(919-733-3836). EB2833. EB2833.In addition, the published North Carolina positions EB2833.(NAD 83 (1986)) are NOT consistent with those determined in EB2833.adjacent state readjustments. The discontinuity between stations EB2833.located in North Carolina and those in adjacent states EB2833.which have been adjusted to the HARN may be as much as 5 EB2833.decimeters. This will result in a significant loss of accuracy EB2833.over lines crossing such state borders. EB2833 EB2833 EB2833.The horizontal coordinates were established by classical geodetic methods EB2833.and adjusted by the National Geodetic Survey in July 1986. EB2833 EB2833.The NAVD 88 height was computed by applying the VERTCON shift value to EB2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2833 EB2833.The Laplace correction was computed from DEFLEC99 derived deflections. EB2833 EB2833.The geoid height was determined by GEOID03. EB2833 EB2833; North East Units Scale Factor Converg. EB2833;SPC NC - 134,019.154 553,946.895 MT 0.99988578 -0 21 06.2 EB2833;SPC NC - 439,694.51 1,817,407.44 sFT 0.99988578 -0 21 06.2 EB2833;UTM 17 - 3,869,113.004 626,965.170 MT 0.99979868 +0 47 48.7 EB2833 EB2833! - Elev Factor x Scale Factor = Combined Factor EB2833!SPC NC - 0.99998594 x 0.99988578 = 0.99987172 EB2833!UTM 17 - 0.99998594 x 0.99979868 = 0.99978462 EB2833 EB2833: Primary Azimuth Mark Grid Az EB2833:SPC NC - MOTOR 014 42 04.1 EB2833:UTM 17 - MOTOR 013 33 09.2 EB2833 EB2833|---------------------------------------------------------------------| EB2833| PID Reference Object Distance Geod. Az | EB2833| dddmmss.s | EB2833| EB1549 MOTOR APPROX. 2.1 KM 0142057.9 | EB2833|---------------------------------------------------------------------| EB2833 EB2833 SUPERSEDED SURVEY CONTROL EB2833 EB2833 NAD 27 - 34 57 23.20042(N) 079 36 34.67834(W) AD( ) 2 EB2833 NGVD 29 (07/19/86) 121.5 (m) 399. (f) VERT ANG EB2833 EB2833.Superseded values are not recommended for survey control. EB2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2833.See file dsdata.txt to determine how the superseded data were derived. EB2833 EB2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2696569113(NAD 83) EB2833_MARKER: DE = TRAVERSE STATION DISK EB2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2833_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2833_STAMPING: ARCH 1972 EB2833_MARK LOGO: NCGS EB2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2833+STABILITY: SURFACE MOTION EB2833 EB2833 HISTORY - Date Condition Report By EB2833 HISTORY - 1972 MONUMENTED NCGS EB2833 HISTORY - 1980 SEE DESCRIPTION NCGS EB2833 EB2833 STATION DESCRIPTION EB2833 EB2833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB2833'ARCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2833'COMMUNITY OF COGNAC, NORTH CAROLINA. EB2833' EB2833'ARCH IS LOCATED IN COGNAC AND 6.9 MILES NORTHEAST OF HAMLET. TO EB2833'REACH STATION FROM THE INTERSECTION OF US 1 AND NC 177 ENE OF EB2833'ROCKINGHAM, PROCEED SOUTH ALONG NC 177 FOR 1.6 MILES TO EB2833'INTERSECTION WITH SR 1605 IN CROSSROADS COMMUNITY OF COGNAC, AND EB2833'STATION APPROXIMATELY 200 FEET NORTHEAST OF INTERSECTION, AND ON THE EB2833'SEABOARD COAST LINE RAILROAD RIGHT OF WAY. EB2833' EB2833'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARCH EB2833'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2833'FLUSH WITH THE GROUND. EB2833' EB2833'MARK IS EB2833' EB2833'106.2 FEET ESE OF C/L OF NC 177. EB2833'183.2 FEET NNE OF C/L OF SR 1605. EB2833'21.7 FEET WNW OF WESTERNMOST RAIL OF RR. EB2833'59.4 FEET W OF TP NO. 12F WITH ALUMINUM REF. TAG. EB2833'103.6 FEET S OF TP WITH ALUMINUM REF. TAG. EB2833 EB2833 STATION RECOVERY (1980) EB2833 EB2833'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB2833'A CONCRETE POST WAS FOUND BROKEN AND BURIED UNDERGROUND. THE DISK EB2833'WAS NOT FOUND AND CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3479 *********************************************************************** EZ3479 DESIGNATION - ARMY EZ3479 PID - EZ3479 EZ3479 STATE/COUNTY- NC/RICHMOND EZ3479 USGS QUAD - PINEBLUFF (1982) EZ3479 EZ3479 *CURRENT SURVEY CONTROL EZ3479 ___________________________________________________________________ EZ3479* NAD 83(1986)- 35 03 08.72332(N) 079 29 13.71467(W) ADJUSTED EZ3479* NAVD 88 - 96.1 (meters) 315. (feet) VERTCON EZ3479 ___________________________________________________________________ EZ3479 LAPLACE CORR- -4.05 (seconds) DEFLEC99 EZ3479 GEOID HEIGHT- -31.85 (meters) GEOID03 EZ3479 EZ3479 HORZ ORDER - SECOND EZ3479 EZ3479.The North Carolina HARNS have been completed but, EZ3479.due to contractual restrictions, coordinates for these stations EZ3479.will NOT be published in the near future. In the interim, the EZ3479.published coordinates in North Carolina will not be EZ3479.consistent with the Continuously Operating Reference Stations EZ3479.(CORS). The HARN coordinates for these stations are available EZ3479.upon request. Contact Gary Thompson(919-733-3836). EZ3479. EZ3479.In addition, the published North Carolina positions EZ3479.(NAD 83 (1986)) are NOT consistent with those determined in EZ3479.adjacent state readjustments. The discontinuity between stations EZ3479.located in North Carolina and those in adjacent states EZ3479.which have been adjusted to the HARN may be as much as 5 EZ3479.decimeters. This will result in a significant loss of accuracy EZ3479.over lines crossing such state borders. EZ3479 EZ3479 EZ3479.The horizontal coordinates were established by classical geodetic methods EZ3479.and adjusted by the National Geodetic Survey in July 1986. EZ3479 EZ3479.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3479 EZ3479.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3479 EZ3479.The geoid height was determined by GEOID03. EZ3479 EZ3479; North East Units Scale Factor Converg. EZ3479;SPC NC - 144,586.850 565,164.784 MT 0.99987861 -0 16 52.2 EZ3479;SPC NC - 474,365.36 1,854,211.46 sFT 0.99987861 -0 16 52.2 EZ3479;UTM 17 - 3,879,902.882 637,968.107 MT 0.99983460 +0 52 08.4 EZ3479 EZ3479! - Elev Factor x Scale Factor = Combined Factor EZ3479!SPC NC - 0.99998992 x 0.99987861 = 0.99986853 EZ3479!UTM 17 - 0.99998992 x 0.99983460 = 0.99982452 EZ3479 EZ3479: Primary Azimuth Mark Grid Az EZ3479:SPC NC - ALEXANDER 254 23 37.1 EZ3479:UTM 17 - ALEXANDER 253 14 36.5 EZ3479 EZ3479|---------------------------------------------------------------------| EZ3479| PID Reference Object Distance Geod. Az | EZ3479| dddmmss.s | EZ3479| EZ3471 ALEXANDER APPROX. 0.5 KM 2540644.9 | EZ3479| EZ3482 MACKALL 206.879 METERS 32950 | EZ3479|---------------------------------------------------------------------| EZ3479 EZ3479 SUPERSEDED SURVEY CONTROL EZ3479 EZ3479 NAD 27 - 35 03 08.16397(N) 079 29 14.56763(W) AD( ) 2 EZ3479 NGVD 29 (07/19/86) 96.3 (m) 316. (f) VERT ANG EZ3479 EZ3479.Superseded values are not recommended for survey control. EZ3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3479.See file dsdata.txt to determine how the superseded data were derived. EZ3479 EZ3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3796879903(NAD 83) EZ3479_MARKER: DE = TRAVERSE STATION DISK EZ3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3479_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ3479_STAMPING: ARMY 1972 EZ3479_MARK LOGO: NCGS EZ3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3479+STABILITY: SURFACE MOTION EZ3479 EZ3479 HISTORY - Date Condition Report By EZ3479 HISTORY - 1972 MONUMENTED NCGS EZ3479 EZ3479 STATION DESCRIPTION EZ3479 EZ3479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ3479'ARMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3479'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ3479' EZ3479'ARMY IS LOCATED APPROXIMATELY 4.0 MILES ENE OF HOFFMAN AND 6.5 MILES EZ3479'SW OF ABERDEEN. TO REACH STATION FROM THE US 1 BRIDGE OVER DROWNING EZ3479'CREEK, PROCEED SOUTH ALONG US 1 FOR 0.35 MILE TO THE ENTRANCE TO EZ3479'THE NORTH GATE OF CAMP MACKALL, THENCE SOUTHEAST ALONG ROAD FOR EZ3479'0.75 MILE TO STATION ON LEFT. 0.05 MI. WEST OF BRIDGE OVER SEABOARD EZ3479'COAST LINE RAILROAD, APPROXIMATELY 40 FEET ABOVE NORMAL GROUND LEVEL EZ3479'AND ABOUT 12 FEET BELOW BRIDGE. EZ3479' EZ3479'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARMY EZ3479'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ3479'FLUSH WITH THE GROUND. EZ3479' EZ3479'MARK IS EZ3479'18.1 FEET E OF C/L OF PAVED ROAD. EZ3479'5.2 FEET NNE OF 2X6 GUARD POST ON E SIDE OF PAVED ROAD AND WITH EZ3479'ALUMINUM REF. TAG. EZ3479'7.2 FEET SE OF 2X6 GUARD POST ON E SIDE OF PAVED ROAD AND WITH EZ3479'ALUMINUM REF. TAG. EZ3479'34.0 FEET ENE OF 2X8 GUARD POST ON W SIDE OF PAVED ROAD AND EZ3479'WITH ALUMINUM REF. TAG. EZ3479'33.3 FEET E OF 2X6 GUARD POST ON W SIDE OF PAVED ROAD AND EZ3479'WITH ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5727 *********************************************************************** EZ5727 DESIGNATION - BALLARD EZ5727 PID - EZ5727 EZ5727 STATE/COUNTY- NC/RICHMOND EZ5727 USGS QUAD - ELLERBE (1982) EZ5727 EZ5727 *CURRENT SURVEY CONTROL EZ5727 ___________________________________________________________________ EZ5727* NAD 83(1986)- 35 04 25.02884(N) 079 45 39.84421(W) ADJUSTED EZ5727* NAVD 88 - 162.3 (meters) 532. (feet) VERTCON EZ5727 ___________________________________________________________________ EZ5727 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EZ5727 GEOID HEIGHT- -31.01 (meters) GEOID03 EZ5727 EZ5727 HORZ ORDER - SECOND EZ5727 EZ5727.The North Carolina HARNS have been completed but, EZ5727.due to contractual restrictions, coordinates for these stations EZ5727.will NOT be published in the near future. In the interim, the EZ5727.published coordinates in North Carolina will not be EZ5727.consistent with the Continuously Operating Reference Stations EZ5727.(CORS). The HARN coordinates for these stations are available EZ5727.upon request. Contact Gary Thompson(919-733-3836). EZ5727. EZ5727.In addition, the published North Carolina positions EZ5727.(NAD 83 (1986)) are NOT consistent with those determined in EZ5727.adjacent state readjustments. The discontinuity between stations EZ5727.located in North Carolina and those in adjacent states EZ5727.which have been adjusted to the HARN may be as much as 5 EZ5727.decimeters. This will result in a significant loss of accuracy EZ5727.over lines crossing such state borders. EZ5727 EZ5727 EZ5727.The horizontal coordinates were established by classical geodetic methods EZ5727.and adjusted by the National Geodetic Survey in March 1990. EZ5727 EZ5727.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5727 EZ5727.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5727 EZ5727.The geoid height was determined by GEOID03. EZ5727 EZ5727; North East Units Scale Factor Converg. EZ5727;SPC NC - 147,095.104 540,196.204 MT 0.99987740 -0 26 21.4 EZ5727;SPC NC - 482,594.52 1,772,293.71 sFT 0.99987740 -0 26 21.4 EZ5727;UTM 17 - 3,881,909.026 612,956.275 MT 0.99975725 +0 42 43.2 EZ5727 EZ5727! - Elev Factor x Scale Factor = Combined Factor EZ5727!SPC NC - 0.99997939 x 0.99987740 = 0.99985679 EZ5727!UTM 17 - 0.99997939 x 0.99975725 = 0.99973664 EZ5727 EZ5727 SUPERSEDED SURVEY CONTROL EZ5727 EZ5727 NGVD 29 (03/28/90) 162.6 (m) 533. (f) VERT ANG EZ5727 EZ5727.Superseded values are not recommended for survey control. EZ5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5727.See file dsdata.txt to determine how the superseded data were derived. EZ5727 EZ5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1295681909(NAD 83) EZ5727_MARKER: DE = TRAVERSE STATION DISK EZ5727_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ5727+WITH SETTING: PAVEMENT EZ5727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5727+STABILITY: SURFACE MOTION EZ5727 EZ5727 HISTORY - Date Condition Report By EZ5727 HISTORY - 1977 MONUMENTED NCGS EZ5727 EZ5727 STATION DESCRIPTION EZ5727 EZ5727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5727'THE STATION IS LOCATED IN ELLERBE. EZ5727' EZ5727'THE STATION IS IN THE SIDEWALK IN SOUTHEAST QUADRANT OF THE EZ5727'INTERSECTION OF US 220 (MAIN STREET) WITH SR 1312 (BALLARD STREET). EZ5727' EZ5727'STATION MARK IS A STANDARD DISK STAMPED---BALLARD 1977---SET FLUSH IN EZ5727'DRILL HOLE IN TOP OF CONCRETE SIDEWALK. THE MARK IS 28.1 FEET EAST OF EZ5727'CENTERLINE OF MAIN STREET, 18.9 FEET SOUTH OF CENTERLINE OF BALLARD EZ5727'STREET, 50.8 FEET SOUTH OF TOP OF FIRE HYDRANT, 11.7 FEET NORTH- EZ5727'NORTHEAST OF POWER POLE WITH LIGHT AND REFERENCE TAG, 13.7 FEET SOUTH EZ5727'SOUTHEAST OF SOUTHEAST CORNER OF DROP INLET AND 39.2 FEET SOUTH EZ5727'SOUTHWEST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5728 *********************************************************************** EZ5728 DESIGNATION - BARB EZ5728 PID - EZ5728 EZ5728 STATE/COUNTY- NC/RICHMOND EZ5728 USGS QUAD - HOFFMAN (1982) EZ5728 EZ5728 *CURRENT SURVEY CONTROL EZ5728 ___________________________________________________________________ EZ5728* NAD 83(1986)- 35 01 37.10986(N) 079 33 44.94268(W) ADJUSTED EZ5728* NAVD 88 - 131.438 (meters) 431.23 (feet) ADJUSTED EZ5728 ___________________________________________________________________ EZ5728 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ5728 GEOID HEIGHT- -31.68 (meters) GEOID03 EZ5728 DYNAMIC HT - 131.316 (meters) 430.83 (feet) COMP EZ5728 MODELED GRAV- 979,705.9 (mgal) NAVD 88 EZ5728 EZ5728 HORZ ORDER - SECOND EZ5728 VERT ORDER - SECOND CLASS II EZ5728 EZ5728.The North Carolina HARNS have been completed but, EZ5728.due to contractual restrictions, coordinates for these stations EZ5728.will NOT be published in the near future. In the interim, the EZ5728.published coordinates in North Carolina will not be EZ5728.consistent with the Continuously Operating Reference Stations EZ5728.(CORS). The HARN coordinates for these stations are available EZ5728.upon request. Contact Gary Thompson(919-733-3836). EZ5728. EZ5728.In addition, the published North Carolina positions EZ5728.(NAD 83 (1986)) are NOT consistent with those determined in EZ5728.adjacent state readjustments. The discontinuity between stations EZ5728.located in North Carolina and those in adjacent states EZ5728.which have been adjusted to the HARN may be as much as 5 EZ5728.decimeters. This will result in a significant loss of accuracy EZ5728.over lines crossing such state borders. EZ5728 EZ5728 EZ5728.The horizontal coordinates were established by classical geodetic methods EZ5728.and adjusted by the National Geodetic Survey in March 1990. EZ5728 EZ5728.The orthometric height was determined by differential leveling EZ5728.and adjusted by the National Geodetic Survey in August 2000. EZ5728 EZ5728.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5728 EZ5728.The geoid height was determined by GEOID03. EZ5728 EZ5728.The dynamic height is computed by dividing the NAVD 88 EZ5728.geopotential number by the normal gravity value computed on the EZ5728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5728.degrees latitude (g = 980.6199 gals.). EZ5728 EZ5728.The modeled gravity was interpolated from observed gravity values. EZ5728 EZ5728; North East Units Scale Factor Converg. EZ5728;SPC NC - 141,800.314 558,276.357 MT 0.99988025 -0 19 28.7 EZ5728;SPC NC - 465,223.20 1,831,611.68 sFT 0.99988025 -0 19 28.7 EZ5728;UTM 17 - 3,876,978.821 631,137.377 MT 0.99981195 +0 49 30.7 EZ5728 EZ5728! - Elev Factor x Scale Factor = Combined Factor EZ5728!SPC NC - 0.99998434 x 0.99988025 = 0.99986459 EZ5728!UTM 17 - 0.99998434 x 0.99981195 = 0.99979629 EZ5728 EZ5728 SUPERSEDED SURVEY CONTROL EZ5728 EZ5728 NGVD 29 (03/28/90) 131.7 (m) 432. (f) VERT ANG EZ5728 EZ5728.Superseded values are not recommended for survey control. EZ5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5728.See file dsdata.txt to determine how the superseded data were derived. EZ5728 EZ5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3113776979(NAD 83) EZ5728_MARKER: DE = TRAVERSE STATION DISK EZ5728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5728_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5728_STAMPING: BARB 1977 EZ5728_MARK LOGO: NCGS EZ5728_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5728+STABILITY: SURFACE MOTION EZ5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5728+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998 EZ5728 EZ5728 HISTORY - Date Condition Report By EZ5728 HISTORY - 1977 MONUMENTED NCGS EZ5728 HISTORY - 1985 GOOD USPSQD EZ5728 HISTORY - 19930927 GOOD NCGS EZ5728 HISTORY - 19960405 GOOD USPSQD EZ5728 HISTORY - 19980323 GOOD NCGS EZ5728 EZ5728 STATION DESCRIPTION EZ5728 EZ5728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5728'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF HOFFMAN. EZ5728' EZ5728'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5728'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5728'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 ON EZ5728'RIGHT, ALONG SR 1003 FOR 0.05 MILE AND STATION IN LEFT SHOULDER OF SR EZ5728'1003 APPROXIMATELY 200 FEET NORTHWEST OF THE INTERSECTION. EZ5728' EZ5728'STATION MARK IS A STANDARD DISK STAMPED---BARB 1977---, SET IN THE EZ5728'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5728'SURFACE. THE MARK IS 12.5 FEET SOUTHWEST OF THE CENTERLINE OF SR EZ5728'1003, 141.9 FEET NORTH-NORTHEAST OF THE CENTERLINE OF SR 1475, 54.7 EZ5728'FEET WEST-SOUTHWEST OF A 10 INCH PINE WITH REFERENCE TAG, 57.3 FEET EZ5728'SOUTH OF A 10 INCH PINE WITH REFERENCE TAG AND 143.3 FEET EZ5728'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL. EZ5728 EZ5728 STATION RECOVERY (1985) EZ5728 EZ5728'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5728'RECOVERED IN GOOD CONDITION. EZ5728 EZ5728 STATION RECOVERY (1993) EZ5728 EZ5728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5728'RECOVERED AS DESCRIBED. EZ5728 EZ5728 STATION RECOVERY (1996) EZ5728 EZ5728'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5728'RECOVERED IN GOOD CONDITION. EZ5728 EZ5728 STATION RECOVERY (1998) EZ5728 EZ5728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5728'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS EZ5728'LOCATED 54.7 FT (16.7 M) WEST-SOUTHWEST OF A 20-INCH PINE, 57.3 FT EZ5728'(17.5 M) SOUTH OF A 18-INCH PINE, AND 125.3 FT (38.2 M) NORTH OF A EZ5728'POWER POLE, ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2975 *********************************************************************** EB2975 DESIGNATION - BARBEE EB2975 PID - EB2975 EB2975 STATE/COUNTY- NC/RICHMOND EB2975 USGS QUAD - ROCKINGHAM (1982) EB2975 EB2975 *CURRENT SURVEY CONTROL EB2975 ___________________________________________________________________ EB2975* NAD 83(1986)- 34 57 20.12038(N) 079 49 46.81941(W) ADJUSTED EB2975* NAVD 88 - 122.8 (meters) 403. (feet) VERTCON EB2975 ___________________________________________________________________ EB2975 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB2975 GEOID HEIGHT- -31.01 (meters) GEOID03 EB2975 EB2975 HORZ ORDER - SECOND EB2975 EB2975.The North Carolina HARNS have been completed but, EB2975.due to contractual restrictions, coordinates for these stations EB2975.will NOT be published in the near future. In the interim, the EB2975.published coordinates in North Carolina will not be EB2975.consistent with the Continuously Operating Reference Stations EB2975.(CORS). The HARN coordinates for these stations are available EB2975.upon request. Contact Gary Thompson(919-733-3836). EB2975. EB2975.In addition, the published North Carolina positions EB2975.(NAD 83 (1986)) are NOT consistent with those determined in EB2975.adjacent state readjustments. The discontinuity between stations EB2975.located in North Carolina and those in adjacent states EB2975.which have been adjusted to the HARN may be as much as 5 EB2975.decimeters. This will result in a significant loss of accuracy EB2975.over lines crossing such state borders. EB2975 EB2975 EB2975.The horizontal coordinates were established by classical geodetic methods EB2975.and adjusted by the National Geodetic Survey in July 1986. EB2975 EB2975.The NAVD 88 height was computed by applying the VERTCON shift value to EB2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2975 EB2975.The Laplace correction was computed from DEFLEC99 derived deflections. EB2975 EB2975.The geoid height was determined by GEOID03. EB2975 EB2975; North East Units Scale Factor Converg. EB2975;SPC NC - 134,052.881 533,830.608 MT 0.99988587 -0 28 43.9 EB2975;SPC NC - 439,805.16 1,751,409.25 sFT 0.99988587 -0 28 43.9 EB2975;UTM 17 - 3,868,743.379 606,854.604 MT 0.99974072 +0 40 14.1 EB2975 EB2975! - Elev Factor x Scale Factor = Combined Factor EB2975!SPC NC - 0.99998559 x 0.99988587 = 0.99987146 EB2975!UTM 17 - 0.99998559 x 0.99974072 = 0.99972631 EB2975 EB2975: Primary Azimuth Mark Grid Az EB2975:SPC NC - POWER 315 11 54.9 EB2975:UTM 17 - POWER 314 02 56.9 EB2975 EB2975|---------------------------------------------------------------------| EB2975| PID Reference Object Distance Geod. Az | EB2975| dddmmss.s | EB2975| EB2977 CABLE 439.336 METERS 0735836.0 | EB2975| EB2986 POWER APPROX. 1.4 KM 3144311.0 | EB2975|---------------------------------------------------------------------| EB2975 EB2975 SUPERSEDED SURVEY CONTROL EB2975 EB2975 NAD 27 - 34 57 19.56514(N) 079 49 47.62124(W) AD( ) 2 EB2975 NGVD 29 (07/19/86) 123.1 (m) 404. (f) VERT ANG EB2975 EB2975.Superseded values are not recommended for survey control. EB2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2975.See file dsdata.txt to determine how the superseded data were derived. EB2975 EB2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0685568743(NAD 83) EB2975_MARKER: DE = TRAVERSE STATION DISK EB2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2975_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2975_STAMPING: BARBEE 1970 EB2975_MARK LOGO: NCGS EB2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2975+STABILITY: SURFACE MOTION EB2975 EB2975 HISTORY - Date Condition Report By EB2975 HISTORY - 1970 MONUMENTED NCGS EB2975 EB2975 STATION DESCRIPTION EB2975 EB2975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2975'BARBEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2975'VICINITY OF HAMLET, NORTH CAROLINA. EB2975' EB2975'BARBEE IS LOCATED APPROXIMATELY 3.8 MILES WNW OF ROCKINGHAM AND 2.7 EB2975'MILES NORTH OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2975'INTERSECTION OF US 74 AND US 220 IN THE NORTHWEST SECTION OF EB2975'ROCKINGHAM, GO WEST ON US 74 FOR 1.85 MILES TO INTERSECTION OF US EB2975'74 AND SR 1140, CONTINUE WEST ON US 74 FOR 0.4 MILE TO STATION ON EB2975'RIGHT, UNDER HIGH TENSION POWER LINE AND APPROXIMATELY 200 FEET WEST EB2975'OF ENTRANCE TO BARBEES ANTIQUE SHOP, AND 2.3 MILES WEST OF EB2975'BRIDGE ON US 74 OVER THE PEE DEE RIVER. EB2975' EB2975'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARBEE EB2975'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2975'FLUSH WITH THE SURFACE OF THE GROUND. EB2975' EB2975'MARK IS EB2975' EB2975'17.0 FEET N OF C/L OF US 74. EB2975'83.2 FEET SW OF ALUMINUM REF. TAG ON PP NO. 5. EB2975'98.6 FEET SW OF ALUMINUM REF. TAG ON PP WITH GUY WIRE. EB2975'88.4 FEET SSW OF ALUMINUM REF. TAG ON 20 INCH PINE TREE. EB2975'75.8 FEET S OF ALUMINUM REF. TAG ON 20 INCH PINE TREE. EB2975'154.0 FEET E OF TELEPHONE JUNCTION SERVICE BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2878 *********************************************************************** EB2878 DESIGNATION - BENNETT EB2878 PID - EB2878 EB2878 STATE/COUNTY- NC/RICHMOND EB2878 USGS QUAD - HAMLET (1982) EB2878 EB2878 *CURRENT SURVEY CONTROL EB2878 ___________________________________________________________________ EB2878* NAD 83(1986)- 34 57 10.03742(N) 079 43 45.25391(W) ADJUSTED EB2878* NAVD 88 - 106.5 (meters) 349. (feet) VERTCON EB2878 ___________________________________________________________________ EB2878 LAPLACE CORR- -4.92 (seconds) DEFLEC99 EB2878 GEOID HEIGHT- -31.29 (meters) GEOID03 EB2878 EB2878 HORZ ORDER - SECOND EB2878 EB2878.The North Carolina HARNS have been completed but, EB2878.due to contractual restrictions, coordinates for these stations EB2878.will NOT be published in the near future. In the interim, the EB2878.published coordinates in North Carolina will not be EB2878.consistent with the Continuously Operating Reference Stations EB2878.(CORS). The HARN coordinates for these stations are available EB2878.upon request. Contact Gary Thompson(919-733-3836). EB2878. EB2878.In addition, the published North Carolina positions EB2878.(NAD 83 (1986)) are NOT consistent with those determined in EB2878.adjacent state readjustments. The discontinuity between stations EB2878.located in North Carolina and those in adjacent states EB2878.which have been adjusted to the HARN may be as much as 5 EB2878.decimeters. This will result in a significant loss of accuracy EB2878.over lines crossing such state borders. EB2878 EB2878 EB2878.The horizontal coordinates were established by classical geodetic methods EB2878.and adjusted by the National Geodetic Survey in July 1986. EB2878 EB2878.The NAVD 88 height was computed by applying the VERTCON shift value to EB2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2878 EB2878.The Laplace correction was computed from DEFLEC99 derived deflections. EB2878 EB2878.The geoid height was determined by GEOID03. EB2878 EB2878; North East Units Scale Factor Converg. EB2878;SPC NC - 133,670.182 543,000.461 MT 0.99988613 -0 25 15.2 EB2878;SPC NC - 438,549.59 1,781,494.01 sFT 0.99988613 -0 25 15.2 EB2878;UTM 17 - 3,868,544.698 616,029.069 MT 0.99976592 +0 43 41.2 EB2878 EB2878! - Elev Factor x Scale Factor = Combined Factor EB2878!SPC NC - 0.99998819 x 0.99988613 = 0.99987432 EB2878!UTM 17 - 0.99998819 x 0.99976592 = 0.99975411 EB2878 EB2878: Primary Azimuth Mark Grid Az EB2878:SPC NC - SEARS 263 20 46.4 EB2878:UTM 17 - SEARS 262 11 50.0 EB2878 EB2878|---------------------------------------------------------------------| EB2878| PID Reference Object Distance Geod. Az | EB2878| dddmmss.s | EB2878| EB2897 SEARS APPROX. 1.1 KM 2625531.2 | EB2878|---------------------------------------------------------------------| EB2878 EB2878 SUPERSEDED SURVEY CONTROL EB2878 EB2878 NAD 27 - 34 57 09.48070(N) 079 43 46.05330(W) AD( ) 2 EB2878 NGVD 29 (07/19/86) 106.8 (m) 350. (f) VERT ANG EB2878 EB2878.Superseded values are not recommended for survey control. EB2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2878.See file dsdata.txt to determine how the superseded data were derived. EB2878 EB2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1602968545(NAD 83) EB2878_MARKER: DE = TRAVERSE STATION DISK EB2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2878_STAMPING: BENNETT 1970 EB2878_MARK LOGO: NCGS EB2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2878+STABILITY: SURFACE MOTION EB2878 EB2878 HISTORY - Date Condition Report By EB2878 HISTORY - 1970 MONUMENTED NCGS EB2878 EB2878 STATION DESCRIPTION EB2878 EB2878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2878'BENNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2878'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2878' EB2878'BENNETT IS LOCATED APPROXIMATELY 2.5 MILES ENE OF ROCKINGHAM. TO EB2878'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 (FAYETTEVILLE EB2878'RD.) AND SR 1646 (LONG RD.), GO EAST ON US 1 FOR 1.1 MILES TO EB2878'INTERSECTION OF US 1 FOR 0.5 MILE TO STATION ON RIGHT, ACROSS EB2878'HIGHWAY FROM BENNETTS BARBER SHOP, AND 0.25 MILE WEST OF INTERSECTION EB2878'OF US 1 AND SR 1504. EB2878' EB2878'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BENNETT EB2878'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2878'FLUSH WITH THE SURFACE OF THE GROUND. EB2878' EB2878'MARK IS EB2878' EB2878'29.0 FEET S OF C/L OF US 1. EB2878'6.9 FEET NE OF ALUMINUM REF. TAG ON PP. EB2878'62.6 FEET S OF ALUMINUM REF. TAG ON PP. EB2878'147.4 FEET ENE OF ALUMINUM REF. TAG ON PP 26 1/2. EB2878'72.1 FEET NE OF NE CORNER CONCRETE BLOCK AND BRICK BUILDING. EB2878'91.0 FEET N OF ALUMINUM REF. TAG ON PP 940. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5729 *********************************************************************** EZ5729 DESIGNATION - BERNIE EZ5729 PID - EZ5729 EZ5729 STATE/COUNTY- NC/RICHMOND EZ5729 USGS QUAD - HARRISVILLE (1994) EZ5729 EZ5729 *CURRENT SURVEY CONTROL EZ5729 ___________________________________________________________________ EZ5729* NAD 83(1986)- 35 08 47.64917(N) 079 49 16.65745(W) ADJUSTED EZ5729* NAVD 88 - 171.75 (+/-2cm) 563.5 (feet) VERTCON EZ5729 ___________________________________________________________________ EZ5729 LAPLACE CORR- -2.73 (seconds) DEFLEC99 EZ5729 GEOID HEIGHT- -30.76 (meters) GEOID03 EZ5729 EZ5729 HORZ ORDER - SECOND EZ5729 VERT ORDER - THIRD ? (See Below) EZ5729 EZ5729.The North Carolina HARNS have been completed but, EZ5729.due to contractual restrictions, coordinates for these stations EZ5729.will NOT be published in the near future. In the interim, the EZ5729.published coordinates in North Carolina will not be EZ5729.consistent with the Continuously Operating Reference Stations EZ5729.(CORS). The HARN coordinates for these stations are available EZ5729.upon request. Contact Gary Thompson(919-733-3836). EZ5729. EZ5729.In addition, the published North Carolina positions EZ5729.(NAD 83 (1986)) are NOT consistent with those determined in EZ5729.adjacent state readjustments. The discontinuity between stations EZ5729.located in North Carolina and those in adjacent states EZ5729.which have been adjusted to the HARN may be as much as 5 EZ5729.decimeters. This will result in a significant loss of accuracy EZ5729.over lines crossing such state borders. EZ5729 EZ5729 EZ5729.The horizontal coordinates were established by classical geodetic methods EZ5729.and adjusted by the National Geodetic Survey in March 1990. EZ5729 EZ5729.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5729.The vertical order pertains to the NGVD 29 superseded value. EZ5729 EZ5729.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5729 EZ5729.The geoid height was determined by GEOID03. EZ5729 EZ5729; North East Units Scale Factor Converg. EZ5729;SPC NC - 155,230.866 534,771.018 MT 0.99987427 -0 28 26.5 EZ5729;SPC NC - 509,286.60 1,754,494.58 sFT 0.99987427 -0 28 26.5 EZ5729;UTM 17 - 3,889,933.063 607,369.327 MT 0.99974207 +0 40 43.0 EZ5729 EZ5729! - Elev Factor x Scale Factor = Combined Factor EZ5729!SPC NC - 0.99997787 x 0.99987427 = 0.99985214 EZ5729!UTM 17 - 0.99997787 x 0.99974207 = 0.99971995 EZ5729 EZ5729 SUPERSEDED SURVEY CONTROL EZ5729 EZ5729 NGVD 29 (03/28/90) 172.00 (m) 564.3 (f) LEVELING 3 EZ5729 EZ5729.Superseded values are not recommended for survey control. EZ5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5729.See file dsdata.txt to determine how the superseded data were derived. EZ5729 EZ5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0736989933(NAD 83) EZ5729_MARKER: DE = TRAVERSE STATION DISK EZ5729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5729_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5729_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5729+STABILITY: SURFACE MOTION EZ5729 EZ5729 HISTORY - Date Condition Report By EZ5729 HISTORY - 1977 MONUMENTED NCGS EZ5729 EZ5729 STATION DESCRIPTION EZ5729 EZ5729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5729'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES EAST-SOUTHEAST OF EXWAY EZ5729'AND 5.8 MILES WEST-SOUTHWEST OF NORMAN. EZ5729' EZ5729'TO REACH THE STATION FROM THE INTERSECTION OF SR 1321 WITH US 220 IN EZ5729'CENTER OF NORMAN. PROCEED WESTERLY ALONG SR 1321 FOR 6.0 MILES TO THE EZ5729'INTERSECTION WITH SR 1322, THENCE SOUTH ALONG SR 1322 (CONCORD CHURCH EZ5729'ROAD) FOR 0.3 MILE TO STATION IN LEFT ROAD SHOULDER ACROSS ROAD FROM EZ5729'B. C. MCINTYRES RANCH STYLE BRICK HOME AND 0.7 MILE NORTH OF CONCORD EZ5729'CHURCH. EZ5729' EZ5729'STATION MARK IS A STANDARD DISK STAMPED---BERNIE 1977---, SET IN THE EZ5729'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5729'SURFACE. THE MARK IS 12.7 FEET SOUTHEAST OF THE CENTERLINE OF EZ5729'SR 1322, 23.6 FEET EAST OF THE PROLONGATION OF EAST SIDE OF RESIDENCE, EZ5729'99.8 FEET EAST-NORTHEAST OF THE CENTERLINE INTERSECTION OF ROAD AND EZ5729'DRIVEWAY AND 30.3 FEET NORTH OF A 10 INCH PINE, 42.5 FEET NORTHWEST OF EZ5729'AN 8 INCH PINE AND 81.2 FEET SOUTH-SOUTHEAST OF A 20 INCH OAK ALL EZ5729'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2853 *********************************************************************** EB2853 DESIGNATION - BILLBOARD EB2853 PID - EB2853 EB2853 STATE/COUNTY- NC/RICHMOND EB2853 USGS QUAD - HAMLET (1982) EB2853 EB2853 *CURRENT SURVEY CONTROL EB2853 ___________________________________________________________________ EB2853* NAD 83(1986)- 34 58 30.37172(N) 079 39 15.39131(W) ADJUSTED EB2853* NAVD 88 - 94.3 (meters) 309. (feet) VERTCON EB2853 ___________________________________________________________________ EB2853 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB2853 GEOID HEIGHT- -31.50 (meters) GEOID03 EB2853 EB2853 HORZ ORDER - SECOND EB2853 EB2853.The North Carolina HARNS have been completed but, EB2853.due to contractual restrictions, coordinates for these stations EB2853.will NOT be published in the near future. In the interim, the EB2853.published coordinates in North Carolina will not be EB2853.consistent with the Continuously Operating Reference Stations EB2853.(CORS). The HARN coordinates for these stations are available EB2853.upon request. Contact Gary Thompson(919-733-3836). EB2853. EB2853.In addition, the published North Carolina positions EB2853.(NAD 83 (1986)) are NOT consistent with those determined in EB2853.adjacent state readjustments. The discontinuity between stations EB2853.located in North Carolina and those in adjacent states EB2853.which have been adjusted to the HARN may be as much as 5 EB2853.decimeters. This will result in a significant loss of accuracy EB2853.over lines crossing such state borders. EB2853 EB2853 EB2853.The horizontal coordinates were established by classical geodetic methods EB2853.and adjusted by the National Geodetic Survey in July 1986. EB2853 EB2853.The NAVD 88 height was computed by applying the VERTCON shift value to EB2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2853 EB2853.The Laplace correction was computed from DEFLEC99 derived deflections. EB2853 EB2853.The geoid height was determined by GEOID03. EB2853 EB2853; North East Units Scale Factor Converg. EB2853;SPC NC - 136,097.770 549,862.886 MT 0.99988418 -0 22 39.5 EB2853;SPC NC - 446,514.10 1,804,008.49 sFT 0.99988418 -0 22 39.5 EB2853;UTM 17 - 3,871,109.133 622,840.688 MT 0.99978598 +0 46 17.4 EB2853 EB2853! - Elev Factor x Scale Factor = Combined Factor EB2853!SPC NC - 0.99999014 x 0.99988418 = 0.99987432 EB2853!UTM 17 - 0.99999014 x 0.99978598 = 0.99977612 EB2853 EB2853|---------------------------------------------------------------------| EB2853| PID Reference Object Distance Geod. Az | EB2853| dddmmss.s | EB2853| EB2857 JENKINS 369.199 METERS 06934 | EB2853|---------------------------------------------------------------------| EB2853 EB2853 SUPERSEDED SURVEY CONTROL EB2853 EB2853 NAD 27 - 34 58 29.81975(N) 079 39 16.19982(W) AD( ) 2 EB2853 NGVD 29 (07/19/86) 94.6 (m) 310. (f) VERT ANG EB2853 EB2853.Superseded values are not recommended for survey control. EB2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2853.See file dsdata.txt to determine how the superseded data were derived. EB2853 EB2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2284171109(NAD 83) EB2853_MARKER: DE = TRAVERSE STATION DISK EB2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2853_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2853_STAMPING: BILLBOARD 1972 EB2853_MARK LOGO: NCGS EB2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2853+STABILITY: SURFACE MOTION EB2853 EB2853 HISTORY - Date Condition Report By EB2853 HISTORY - 1972 MONUMENTED NCGS EB2853 EB2853 STATION DESCRIPTION EB2853 EB2853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB2853'BILLBOARD IS A N. C. GEODETIC TRAVERSE STATION ESTABLISHED IN THE EB2853'VICINITY OF MARSTON, NORTH CAROLINA. EB2853' EB2853'BILLBOARD IS LOCATED APPROXIMATELY 4.1 MILES W OF MARSTON AND 7.0 EB2853'MILES ENE OF ROCKINGHAM. TO REACH STATION FROM THE INTERSECTION OF EB2853'US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED WEST ALONG US 1 FOR 3.0 EB2853'MILES TO STATION ON RIGHT (N), 1.05 MILES EAST OF INTERSECTION EB2853'WITH SR 1606, APPROXIMATELY 500 FEET EAST OF A DIRT TRAIL (N) AND EB2853'IN LINE WITH FIVE CREOSOTE BILLBOARD POSTS. EB2853' EB2853'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILL EB2853'BOARD 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2853'IS 1 INCH BELOW THE GROUND. EB2853' EB2853'MARK IS EB2853' EB2853'39.3 FEET NW OF C/L OF US 1. EB2853'18.8 FEET S OF SOUTHERNMOST SUPPORT POLE ON BILLBOARD. EB2853'19.0 FEET SSE OF 8 INCH OAK TREE WITH ALUMINUM REF. TAG. EB2853'49.3 FEET E OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG. EB2853'162.9 FEET W OF PP WITH ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2987 *********************************************************************** EB2987 DESIGNATION - BLAND EB2987 PID - EB2987 EB2987 STATE/COUNTY- NC/RICHMOND EB2987 USGS QUAD - ROCKINGHAM (1982) EB2987 EB2987 *CURRENT SURVEY CONTROL EB2987 ___________________________________________________________________ EB2987* NAD 83(1986)- 34 53 31.45022(N) 079 50 14.38765(W) ADJUSTED EB2987* NAVD 88 - 82.3 (meters) 270. (feet) VERTCON EB2987 ___________________________________________________________________ EB2987 LAPLACE CORR- -3.39 (seconds) DEFLEC99 EB2987 GEOID HEIGHT- -31.11 (meters) GEOID03 EB2987 EB2987 HORZ ORDER - SECOND EB2987 EB2987.The North Carolina HARNS have been completed but, EB2987.due to contractual restrictions, coordinates for these stations EB2987.will NOT be published in the near future. In the interim, the EB2987.published coordinates in North Carolina will not be EB2987.consistent with the Continuously Operating Reference Stations EB2987.(CORS). The HARN coordinates for these stations are available EB2987.upon request. Contact Gary Thompson(919-733-3836). EB2987. EB2987.In addition, the published North Carolina positions EB2987.(NAD 83 (1986)) are NOT consistent with those determined in EB2987.adjacent state readjustments. The discontinuity between stations EB2987.located in North Carolina and those in adjacent states EB2987.which have been adjusted to the HARN may be as much as 5 EB2987.decimeters. This will result in a significant loss of accuracy EB2987.over lines crossing such state borders. EB2987 EB2987 EB2987.The horizontal coordinates were established by classical geodetic methods EB2987.and adjusted by the National Geodetic Survey in July 1986. EB2987 EB2987.The NAVD 88 height was computed by applying the VERTCON shift value to EB2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2987 EB2987.The Laplace correction was computed from DEFLEC99 derived deflections. EB2987 EB2987.The geoid height was determined by GEOID03. EB2987 EB2987; North East Units Scale Factor Converg. EB2987;SPC NC - 127,012.986 533,071.833 MT 0.99989218 -0 28 59.8 EB2987;SPC NC - 416,708.44 1,748,919.84 sFT 0.99989218 -0 28 59.8 EB2987;UTM 17 - 3,861,690.736 606,237.234 MT 0.99973910 +0 39 54.5 EB2987 EB2987! - Elev Factor x Scale Factor = Combined Factor EB2987!SPC NC - 0.99999196 x 0.99989218 = 0.99988414 EB2987!UTM 17 - 0.99999196 x 0.99973910 = 0.99973106 EB2987 EB2987: Primary Azimuth Mark Grid Az EB2987:SPC NC - FIELD 085 30 08.8 EB2987:UTM 17 - FIELD 084 21 14.5 EB2987 EB2987|---------------------------------------------------------------------| EB2987| PID Reference Object Distance Geod. Az | EB2987| dddmmss.s | EB2987| EB2979 STEELL 229.515 METERS 02041 | EB2987| EB2983 FIELD APPROX. 2.4 KM 0850109.0 | EB2987|---------------------------------------------------------------------| EB2987 EB2987 SUPERSEDED SURVEY CONTROL EB2987 EB2987 NAD 27 - 34 53 30.89189(N) 079 50 15.18310(W) AD( ) 2 EB2987 NGVD 29 (07/19/86) 82.6 (m) 271. (f) VERT ANG EB2987 EB2987.Superseded values are not recommended for survey control. EB2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2987.See file dsdata.txt to determine how the superseded data were derived. EB2987 EB2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0623761691(NAD 83) EB2987_MARKER: DE = TRAVERSE STATION DISK EB2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2987_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2987_STAMPING: BLAND 1970 EB2987_MARK LOGO: NCGS EB2987_MAGNETIC: N = NO MAGNETIC MATERIAL EB2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2987+STABILITY: SURFACE MOTION EB2987 EB2987 HISTORY - Date Condition Report By EB2987 HISTORY - 1970 MONUMENTED NCGS EB2987 HISTORY - 1977 MARK NOT FOUND NCGS EB2987 EB2987 STATION DESCRIPTION EB2987 EB2987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2987'BLAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2987'VICINITY OF HAMLET, NORTH CAROLINA. EB2987' EB2987'BLAND IS LOCATED APPROXIMATELY 5.0 MILES SOUTHWEST OF ROCKINGHAM EB2987'AND 1.7 MILES SSW OF CORDOVA. TO REACH STATION FROM POST OFFICE IN EB2987'CORDOVA, GO SOUTHEAST ON SR 1109 FOR 0.55 MILE TO INTERSECTION OF EB2987'SR 1109 AND SR 1103, TURN RIGHT (WEST) ON SR 1103 AND PROCEED 1.55 EB2987'MILES TO STATION ON RIGHT, ON NORTH SIDE OF ENTRANCE TO RICHMOND EB2987'TRUCK AND EQUIPMENT COMPANY, AND 0.85 MILE NORTH OF BRIDGE OVER EB2987'STREAM ON SR 1103. EB2987' EB2987'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLAND EB2987'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2987'FLUSH WITH THE SURFACE OF THE GROUND. EB2987' EB2987'MARK IS EB2987' EB2987'24.1 FEET NW OF C/L OF SR 1103. EB2987'16.1 FEET NE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EB2987'48.4 FEET NE OF ALUMINUM REF. TAG ON FENCE POST AT DRIVE OF EB2987'RICHMOND TRUCK AND EQUIP. CO. EB2987'210.8 FEET SW OF TELEPHONE JUNCTION SERVICE BOX. EB2987 EB2987 STATION RECOVERY (1977) EB2987 EB2987'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2987'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2860 *********************************************************************** EB2860 DESIGNATION - BLOCK EB2860 PID - EB2860 EB2860 STATE/COUNTY- NC/RICHMOND EB2860 USGS QUAD - HAMLET (1982) EB2860 EB2860 *CURRENT SURVEY CONTROL EB2860 ___________________________________________________________________ EB2860* NAD 83(1986)- 34 55 33.34977(N) 079 42 03.90133(W) ADJUSTED EB2860* NAVD 88 - 112.5 (meters) 369. (feet) VERTCON EB2860 ___________________________________________________________________ EB2860 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EB2860 GEOID HEIGHT- -31.43 (meters) GEOID03 EB2860 EB2860 HORZ ORDER - SECOND EB2860 EB2860.The North Carolina HARNS have been completed but, EB2860.due to contractual restrictions, coordinates for these stations EB2860.will NOT be published in the near future. In the interim, the EB2860.published coordinates in North Carolina will not be EB2860.consistent with the Continuously Operating Reference Stations EB2860.(CORS). The HARN coordinates for these stations are available EB2860.upon request. Contact Gary Thompson(919-733-3836). EB2860. EB2860.In addition, the published North Carolina positions EB2860.(NAD 83 (1986)) are NOT consistent with those determined in EB2860.adjacent state readjustments. The discontinuity between stations EB2860.located in North Carolina and those in adjacent states EB2860.which have been adjusted to the HARN may be as much as 5 EB2860.decimeters. This will result in a significant loss of accuracy EB2860.over lines crossing such state borders. EB2860 EB2860 EB2860.The horizontal coordinates were established by classical geodetic methods EB2860.and adjusted by the National Geodetic Survey in July 1986. EB2860 EB2860.The NAVD 88 height was computed by applying the VERTCON shift value to EB2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2860 EB2860.The Laplace correction was computed from DEFLEC99 derived deflections. EB2860 EB2860.The geoid height was determined by GEOID03. EB2860 EB2860; North East Units Scale Factor Converg. EB2860;SPC NC - 130,672.492 545,550.618 MT 0.99988867 -0 24 16.7 EB2860;SPC NC - 428,714.67 1,789,860.65 sFT 0.99988867 -0 24 16.7 EB2860;UTM 17 - 3,865,599.080 618,638.501 MT 0.99977347 +0 44 37.5 EB2860 EB2860! - Elev Factor x Scale Factor = Combined Factor EB2860!SPC NC - 0.99998727 x 0.99988867 = 0.99987594 EB2860!UTM 17 - 0.99998727 x 0.99977347 = 0.99976074 EB2860 EB2860: Primary Azimuth Mark Grid Az EB2860:SPC NC - CABIN 356 00 01.7 EB2860:UTM 17 - CABIN 354 51 07.5 EB2860 EB2860|---------------------------------------------------------------------| EB2860| PID Reference Object Distance Geod. Az | EB2860| dddmmss.s | EB2860| EB2859 CORNER 438.944 METERS 1811816.8 | EB2860| EB2865 CABIN APPROX. 0.6 KM 3553545.0 | EB2860|---------------------------------------------------------------------| EB2860 EB2860 SUPERSEDED SURVEY CONTROL EB2860 EB2860 NAD 27 - 34 55 32.79167(N) 079 42 04.70048(W) AD( ) 2 EB2860 NGVD 29 (07/19/86) 112.8 (m) 370. (f) VERT ANG EB2860 EB2860.Superseded values are not recommended for survey control. EB2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2860.See file dsdata.txt to determine how the superseded data were derived. EB2860 EB2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1863965599(NAD 83) EB2860_MARKER: DE = TRAVERSE STATION DISK EB2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2860_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2860_STAMPING: BLOCK 1970 EB2860_MARK LOGO: NCGS EB2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2860+STABILITY: SURFACE MOTION EB2860 EB2860 HISTORY - Date Condition Report By EB2860 HISTORY - 1970 MONUMENTED NCGS EB2860 EB2860 STATION DESCRIPTION EB2860 EB2860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2860'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2860'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2860' EB2860'BLOCK IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF HAMLET AND 4.1 EB2860'MILES ESE OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE EB2860'INTERSECTION OF SR 1640 AND SR 1624 APPROXIMATELY 2.0 MILES NORTH EB2860'OF HAMLET, GO NORTH ON SR 1640 FOR 0.25 MILE TO STATION ON RIGHT, EB2860'IN FRONT OF CONCRETE BLOCK BUILDING AND 2.15 MILE SOUTH OF EB2860'INTERSECTION OF SR 1640 AND US 1. EB2860' EB2860'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLOCK EB2860'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2860'INCH BELOW THE SURFACE OF THE GROUND. EB2860' EB2860'MARK IS EB2860' EB2860'18.5 FEET E OF C/L OF SR 1640. EB2860'30.4 FEET W OF NW CORNER OF BLOCK BUILDING ON E SIDE OF SR 1640. EB2860'44.2 FEET S OF C/L OF ENTRANCE TO TRAILER HOUSE ON E SIDE OF SR EB2860'1640. EB2860'46.2 FEET NW OF ALUMINUM REF. TAG ON SERVICE POLE NO. 4093 WITH EB2860'DUSK TO DAWN LIGHT ON E SIDE OF SR 1640. EB2860'99.3 FEET NNW OF ALUMINUM REF. TAG ON SERVICE POLE NO. 4092 EB2860'ON E SIDE OF SR 1640. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5730 *********************************************************************** EZ5730 DESIGNATION - BRASWELL EZ5730 PID - EZ5730 EZ5730 STATE/COUNTY- NC/RICHMOND EZ5730 USGS QUAD - MILLSTONE LAKE (1984) EZ5730 EZ5730 *CURRENT SURVEY CONTROL EZ5730 ___________________________________________________________________ EZ5730* NAD 83(1986)- 35 06 58.83512(N) 079 44 53.45921(W) ADJUSTED EZ5730* NAVD 88 - 154.3 (meters) 506. (feet) VERTCON EZ5730 ___________________________________________________________________ EZ5730 LAPLACE CORR- -4.08 (seconds) DEFLEC99 EZ5730 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5730 EZ5730 HORZ ORDER - SECOND EZ5730 EZ5730.The North Carolina HARNS have been completed but, EZ5730.due to contractual restrictions, coordinates for these stations EZ5730.will NOT be published in the near future. In the interim, the EZ5730.published coordinates in North Carolina will not be EZ5730.consistent with the Continuously Operating Reference Stations EZ5730.(CORS). The HARN coordinates for these stations are available EZ5730.upon request. Contact Gary Thompson(919-733-3836). EZ5730. EZ5730.In addition, the published North Carolina positions EZ5730.(NAD 83 (1986)) are NOT consistent with those determined in EZ5730.adjacent state readjustments. The discontinuity between stations EZ5730.located in North Carolina and those in adjacent states EZ5730.which have been adjusted to the HARN may be as much as 5 EZ5730.decimeters. This will result in a significant loss of accuracy EZ5730.over lines crossing such state borders. EZ5730 EZ5730 EZ5730.The horizontal coordinates were established by classical geodetic methods EZ5730.and adjusted by the National Geodetic Survey in March 1990. EZ5730 EZ5730.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5730 EZ5730.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5730 EZ5730.The geoid height was determined by GEOID03. EZ5730 EZ5730; North East Units Scale Factor Converg. EZ5730;SPC NC - 151,825.347 541,406.913 MT 0.99987537 -0 25 54.6 EZ5730;SPC NC - 498,113.66 1,776,265.85 sFT 0.99987537 -0 25 54.6 EZ5730;UTM 17 - 3,886,662.088 614,071.538 MT 0.99976037 +0 43 12.6 EZ5730 EZ5730! - Elev Factor x Scale Factor = Combined Factor EZ5730!SPC NC - 0.99998065 x 0.99987537 = 0.99985602 EZ5730!UTM 17 - 0.99998065 x 0.99976037 = 0.99974102 EZ5730 EZ5730 SUPERSEDED SURVEY CONTROL EZ5730 EZ5730 NGVD 29 (03/28/90) 154.5 (m) 507. (f) VERT ANG EZ5730 EZ5730.Superseded values are not recommended for survey control. EZ5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5730.See file dsdata.txt to determine how the superseded data were derived. EZ5730 EZ5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1407286662(NAD 83) EZ5730_MARKER: DE = TRAVERSE STATION DISK EZ5730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5730_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5730_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5730+STABILITY: SURFACE MOTION EZ5730 EZ5730 HISTORY - Date Condition Report By EZ5730 HISTORY - 1977 MONUMENTED NCGS EZ5730 EZ5730 STATION DESCRIPTION EZ5730 EZ5730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5730'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF PLAINVIEW EZ5730'AND 3.2 MILES NORTH-NORTHEAST OF ELLERBE. EZ5730' EZ5730'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EZ5730'PLAINVIEW, PROCEED SOUTHWESTERLY ALONG US 220 AND NC 73 FOR 2.7 MILES EZ5730'TO STATION ON RIGHT BY DIRT DRIVE TO CURTIS E. FULP RESIDENCE AND EZ5730'ACROSS HIGHWAY FROM BRASWELL STORE, 0.15 MILE NORTH-NORTHEAST OF EZ5730'INTERSECTION WITH SR 1458 (EAST). EZ5730' EZ5730'STATION MARK IS A STANDARD DISK STAMPED---BRASWELL 1977---, SET IN THE EZ5730'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5730'THE MARK IS 29.8 FEET NORTHWEST OF THE CENTERLINE OF US 220, 32.5 FEET EZ5730'SOUTHWEST OF THE CENTERLINE OF DIRT DRIVE, 5.1 FEET SOUTH-SOUTHWEST OF EZ5730'POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 61.4 FEET EZ5730'WEST-NORTHWEST OF TELEPHONE REDESTAL ACROSS HIGHWAY AND 114.1 FEET EZ5730'SOUTH-SOUTHEAST OF 24 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3695 *********************************************************************** EZ3695 DESIGNATION - BROADACRE EZ3695 PID - EZ3695 EZ3695 STATE/COUNTY- NC/RICHMOND EZ3695 USGS QUAD - HOFFMAN (1982) EZ3695 EZ3695 *CURRENT SURVEY CONTROL EZ3695 ___________________________________________________________________ EZ3695* NAD 83(1986)- 35 01 27.88986(N) 079 33 42.03114(W) ADJUSTED EZ3695* NAVD 88 - 130.24 (+/-2cm) 427.3 (feet) VERTCON EZ3695 ___________________________________________________________________ EZ3695 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EZ3695 GEOID HEIGHT- -31.69 (meters) GEOID03 EZ3695 EZ3695 HORZ ORDER - FIRST EZ3695 VERT ORDER - THIRD ? (See Below) EZ3695 EZ3695.The North Carolina HARNS have been completed but, EZ3695.due to contractual restrictions, coordinates for these stations EZ3695.will NOT be published in the near future. In the interim, the EZ3695.published coordinates in North Carolina will not be EZ3695.consistent with the Continuously Operating Reference Stations EZ3695.(CORS). The HARN coordinates for these stations are available EZ3695.upon request. Contact Gary Thompson(919-733-3836). EZ3695. EZ3695.In addition, the published North Carolina positions EZ3695.(NAD 83 (1986)) are NOT consistent with those determined in EZ3695.adjacent state readjustments. The discontinuity between stations EZ3695.located in North Carolina and those in adjacent states EZ3695.which have been adjusted to the HARN may be as much as 5 EZ3695.decimeters. This will result in a significant loss of accuracy EZ3695.over lines crossing such state borders. EZ3695 EZ3695 EZ3695.The horizontal coordinates were established by classical geodetic methods EZ3695.and adjusted by the National Geodetic Survey in July 1986. EZ3695 EZ3695.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3695.The vertical order pertains to the NGVD 29 superseded value. EZ3695 EZ3695.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3695 EZ3695.The geoid height was determined by GEOID03. EZ3695 EZ3695; North East Units Scale Factor Converg. EZ3695;SPC NC - 141,515.803 558,348.545 MT 0.99988042 -0 19 27.1 EZ3695;SPC NC - 464,289.76 1,831,848.52 sFT 0.99988042 -0 19 27.1 EZ3695;UTM 17 - 3,876,695.835 631,215.255 MT 0.99981220 +0 49 32.2 EZ3695 EZ3695! - Elev Factor x Scale Factor = Combined Factor EZ3695!SPC NC - 0.99998453 x 0.99988042 = 0.99986495 EZ3695!UTM 17 - 0.99998453 x 0.99981220 = 0.99979673 EZ3695 EZ3695: Primary Azimuth Mark Grid Az EZ3695:SPC NC - HOFFMAN 056 17 23.2 EZ3695:UTM 17 - HOFFMAN 055 08 23.9 EZ3695 EZ3695|---------------------------------------------------------------------| EZ3695| PID Reference Object Distance Geod. Az | EZ3695| dddmmss.s | EZ3695| EZ1512 HOFFMAN APPROX. 2.0 KM 0555756.1 | EZ3695| EZ5537 BROADACRE RM 28.400 METERS 11705 | EZ3695|---------------------------------------------------------------------| EZ3695 EZ3695 SUPERSEDED SURVEY CONTROL EZ3695 EZ3695 NAD 27 - 35 01 27.33416(N) 079 33 42.86770(W) AD( ) 1 EZ3695 NGVD 29 (07/19/86) 130.49 (m) 428.1 (f) LEVELING 3 EZ3695 EZ3695.Superseded values are not recommended for survey control. EZ3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3695.See file dsdata.txt to determine how the superseded data were derived. EZ3695 EZ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3121576696(NAD 83) EZ3695 EZ3695 HISTORY - Date Condition Report By EZ3695 HISTORY - 1918 MONUMENTED CGS EZ3695 HISTORY - 1933 MARK NOT FOUND CGS EZ3695 HISTORY - 1955 MARK NOT FOUND CGS EZ3695 HISTORY - 1989 MARK NOT FOUND USGS EZ3695 EZ3695 STATION DESCRIPTION EZ3695 EZ3695'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (NGS) EZ3695'ABOUT 1 MILE SOUTH OF HOFFMAN, AT INTERSECTION OF TANGENTS TO EAST EZ3695'RAIL TO SOUTH AND WEST RAIL TO NORTH OF FIRST CURVE OF SEABOARD AIR EZ3695'LINE RAILWAY SOUTH OF RAILWAY STATION, ABOUT 40 METERS (131 FEET) EZ3695'WEST OF PUBLIC ROAD, AT EDGE OF CULTIVATED FIELD, AND ABOUT 50 EZ3695'METERS (164 FEET) WEST OF WEST RAIL. SURFACE MARK WAS STANDARD DISK EZ3695'STATION MARK IN CONCRETE. MARK WAS NOT RECOVERED IN 1933. EZ3695'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE. REFERENCE MARK IS EZ3695'STANDARD REFERENCE DISK IN CONCRETE, AT EAST EDGE OF PUBLIC ROAD EZ3695'RUNNING SOUTH FROM HOFFMAN, AND 28.40 METERS (93.2 FEET) FROM EZ3695'STATION S 62 DEG 55 MIN E. BEARING FROM STATION TO MILEPOST EZ3695'240, DISTANT APPROXIMATELY 200 METERS (656 FEET), IS N 61 DEG 09 EZ3695'MIN E. AND TO RAILWAY SEMAPHORE AT HOFFMAN IS N 55 DEG 50 MIN E. EZ3695'STATION HOFFMAN EZ3695'IS VISIBLE FROM GROUND N 55 DEG 59 MIN E. EZ3695'STATION MARSTON EZ3695'IS VISIBE FROM GROUND S 9 DEG 37 MIN W. EZ3695 EZ3695 STATION RECOVERY (1955) EZ3695 EZ3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS) EZ3695'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND. THE STATION EZ3695'SHOULD BE CONSIDERED LOST. EZ3695 EZ3695 STATION RECOVERY (1989) EZ3695 EZ3695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO) EZ3695'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5731 *********************************************************************** EZ5731 DESIGNATION - BROOKSHIRE EZ5731 PID - EZ5731 EZ5731 STATE/COUNTY- NC/RICHMOND EZ5731 USGS QUAD - ELLERBE (1982) EZ5731 EZ5731 *CURRENT SURVEY CONTROL EZ5731 ___________________________________________________________________ EZ5731* NAD 83(1986)- 35 06 23.71729(N) 079 47 59.28841(W) ADJUSTED EZ5731* NAVD 88 - 157.0 (meters) 515. (feet) VERTCON EZ5731 ___________________________________________________________________ EZ5731 LAPLACE CORR- -3.20 (seconds) DEFLEC99 EZ5731 GEOID HEIGHT- -30.86 (meters) GEOID03 EZ5731 EZ5731 HORZ ORDER - SECOND EZ5731 EZ5731.The North Carolina HARNS have been completed but, EZ5731.due to contractual restrictions, coordinates for these stations EZ5731.will NOT be published in the near future. In the interim, the EZ5731.published coordinates in North Carolina will not be EZ5731.consistent with the Continuously Operating Reference Stations EZ5731.(CORS). The HARN coordinates for these stations are available EZ5731.upon request. Contact Gary Thompson(919-733-3836). EZ5731. EZ5731.In addition, the published North Carolina positions EZ5731.(NAD 83 (1986)) are NOT consistent with those determined in EZ5731.adjacent state readjustments. The discontinuity between stations EZ5731.located in North Carolina and those in adjacent states EZ5731.which have been adjusted to the HARN may be as much as 5 EZ5731.decimeters. This will result in a significant loss of accuracy EZ5731.over lines crossing such state borders. EZ5731 EZ5731 EZ5731.The horizontal coordinates were established by classical geodetic methods EZ5731.and adjusted by the National Geodetic Survey in March 1990. EZ5731 EZ5731.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5731 EZ5731.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5731 EZ5731.The geoid height was determined by GEOID03. EZ5731 EZ5731; North East Units Scale Factor Converg. EZ5731;SPC NC - 150,779.960 536,693.380 MT 0.99987579 -0 27 41.8 EZ5731;SPC NC - 494,683.92 1,760,801.53 sFT 0.99987579 -0 27 41.8 EZ5731;UTM 17 - 3,885,522.289 609,380.545 MT 0.99974745 +0 41 25.1 EZ5731 EZ5731! - Elev Factor x Scale Factor = Combined Factor EZ5731!SPC NC - 0.99998021 x 0.99987579 = 0.99985600 EZ5731!UTM 17 - 0.99998021 x 0.99974745 = 0.99972766 EZ5731 EZ5731 SUPERSEDED SURVEY CONTROL EZ5731 EZ5731 NGVD 29 (03/28/90) 157.2 (m) 516. (f) VERT ANG EZ5731 EZ5731.Superseded values are not recommended for survey control. EZ5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5731.See file dsdata.txt to determine how the superseded data were derived. EZ5731 EZ5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0938185522(NAD 83) EZ5731_MARKER: DE = TRAVERSE STATION DISK EZ5731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5731_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5731_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5731+STABILITY: SURFACE MOTION EZ5731 EZ5731 HISTORY - Date Condition Report By EZ5731 HISTORY - 1977 MONUMENTED NCGS EZ5731 EZ5731 STATION DESCRIPTION EZ5731 EZ5731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5731'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTHWEST OF ELLERBE EZ5731'AND 6.2 MILES SOUTHWEST OF NORMAN. EZ5731' EZ5731'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 NORTH EZ5731'OF ELLERBE, PROCEED NORTHWESTERLY ALONG NC 73 FOR 2.5 MILES TO SR 1314 EZ5731'CROSSROAD, THENCE SOUTH ALONG SR 1314 FOR 0.3 MILE TO DIRT DRIVEWAY ON EZ5731'RIGHT, THENCE NORTHWEST ALONG DRIVEWAY FOR 0.15 MILE TO STATION ON EZ5731'RIGHT IN SOUTH YARD OF THE W. BROOKSHIRE TENANT HOUSE. EZ5731' EZ5731'STATION MARK IS A STANDARD DISK STAMPED---BROOKSHIRE 1977---, SET IN EZ5731'THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND EZ5731'SURFACE. THE MARK IS 15.5 FEET NORTHEAST OF THE CENTERLINE OF DIRT EZ5731'DRIVEWAY, 48.3 FEET SOUTH OF THE SOUTH CORNER OF HOUSE, 68.3 FEET EZ5731'NORTH OF WESTERNMOST CORNER OF TOBACCO BARN, 27.2 FEET NORTH-NORTHWEST EZ5731'OF CORNER FENCE POST WITH REFERENCE TAG, 47.0 FEET WEST-SOUTHWEST OF EZ5731'BASE OF LARGE CREPE MYRTLE WITH REFERENCE TAG AND 49.7 FEET EZ5731'EAST-NORTHEAST OF 10 INCH PECAN WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5732 *********************************************************************** EZ5732 DESIGNATION - BROOKSHIRE AZ MK EZ5732 PID - EZ5732 EZ5732 STATE/COUNTY- NC/RICHMOND EZ5732 USGS QUAD - ELLERBE (1982) EZ5732 EZ5732 *CURRENT SURVEY CONTROL EZ5732 ___________________________________________________________________ EZ5732* NAD 83(1986)- 35 06 50.04407(N) 079 47 27.43062(W) ADJUSTED EZ5732* NAVD 88 - 163.7 (meters) 537. (feet) VERTCON EZ5732 ___________________________________________________________________ EZ5732 LAPLACE CORR- -3.41 (seconds) DEFLEC99 EZ5732 GEOID HEIGHT- -30.87 (meters) GEOID03 EZ5732 EZ5732 HORZ ORDER - SECOND EZ5732 EZ5732.The North Carolina HARNS have been completed but, EZ5732.due to contractual restrictions, coordinates for these stations EZ5732.will NOT be published in the near future. In the interim, the EZ5732.published coordinates in North Carolina will not be EZ5732.consistent with the Continuously Operating Reference Stations EZ5732.(CORS). The HARN coordinates for these stations are available EZ5732.upon request. Contact Gary Thompson(919-733-3836). EZ5732. EZ5732.In addition, the published North Carolina positions EZ5732.(NAD 83 (1986)) are NOT consistent with those determined in EZ5732.adjacent state readjustments. The discontinuity between stations EZ5732.located in North Carolina and those in adjacent states EZ5732.which have been adjusted to the HARN may be as much as 5 EZ5732.decimeters. This will result in a significant loss of accuracy EZ5732.over lines crossing such state borders. EZ5732 EZ5732 EZ5732.The horizontal coordinates were established by classical geodetic methods EZ5732.and adjusted by the National Geodetic Survey in March 1990. EZ5732 EZ5732.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5732 EZ5732.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5732 EZ5732.The geoid height was determined by GEOID03. EZ5732 EZ5732; North East Units Scale Factor Converg. EZ5732;SPC NC - 151,584.693 537,506.512 MT 0.99987547 -0 27 23.5 EZ5732;SPC NC - 497,324.11 1,763,469.28 sFT 0.99987547 -0 27 23.5 EZ5732;UTM 17 - 3,886,343.102 610,177.233 MT 0.99974960 +0 41 43.9 EZ5732 EZ5732! - Elev Factor x Scale Factor = Combined Factor EZ5732!SPC NC - 0.99997915 x 0.99987547 = 0.99985462 EZ5732!UTM 17 - 0.99997915 x 0.99974960 = 0.99972875 EZ5732 EZ5732 SUPERSEDED SURVEY CONTROL EZ5732 EZ5732 NGVD 29 (03/28/90) 164.0 (m) 538. (f) VERT ANG EZ5732 EZ5732.Superseded values are not recommended for survey control. EZ5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5732.See file dsdata.txt to determine how the superseded data were derived. EZ5732 EZ5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1017786343(NAD 83) EZ5732_MARKER: DE = TRAVERSE STATION DISK EZ5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5732_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5732_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5732+STABILITY: SURFACE MOTION EZ5732 EZ5732 HISTORY - Date Condition Report By EZ5732 HISTORY - 1977 MONUMENTED NCGS EZ5732 EZ5732 STATION DESCRIPTION EZ5732 EZ5732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5732'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTH-NORTHWEST OF EZ5732'ELLERBE AND 5.6 MILES SOUTHWEST OF NORMAN. EZ5732' EZ5732'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 NORTH EZ5732'OF ELLERBE, PROCEED NORTHWESTERLY ALONG NC 73 FOR 2.5 MILES TO SR 1314 EZ5732'CROSSROAD, THENCE NORTHEAST ALONG SR 1314 FOR 0.5 MILE TO SR 1310 AND EZ5732'STATION ON RIGHT IN THE ROAD FORK ONE INCH HIGHER THAN ROAD SURFACE. EZ5732' EZ5732'STATION MARK IS A STANDARD DISK STAMPED---BROOKSHIRE AZ 1977---, SET EZ5732'IN THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND EZ5732'SURFACE. THE MARK IS 21.1 FEET SOUTHEAST OF THE CENTERLINE OF SR EZ5732'1314, 46.2 FEET WEST OF THE CENTERLINE OF SR 1310, 74.8 FEET EZ5732'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE JUNCTION, 41.4 FEET NORTHEAST EZ5732'OF POWER POLE 3B-3 WITH REFERENCE TAG AND 88.6 FEET SOUTH OF A 10 EZ5732'INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1547 *********************************************************************** EB1547 DESIGNATION - BROOM EB1547 PID - EB1547 EB1547 STATE/COUNTY- NC/RICHMOND EB1547 USGS QUAD - MARSTON (1982) EB1547 EB1547 *CURRENT SURVEY CONTROL EB1547 ___________________________________________________________________ EB1547* NAD 83(1986)- 34 59 09.49312(N) 079 35 05.36877(W) ADJUSTED EB1547* NAVD 88 - 130.474 (meters) 428.06 (feet) ADJUSTED EB1547 ___________________________________________________________________ EB1547 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EB1547 GEOID HEIGHT- -31.69 (meters) GEOID03 EB1547 DYNAMIC HT - 130.352 (meters) 427.66 (feet) COMP EB1547 MODELED GRAV- 979,703.0 (mgal) NAVD 88 EB1547 EB1547 HORZ ORDER - SECOND EB1547 VERT ORDER - FIRST CLASS II EB1547 EB1547.The North Carolina HARNS have been completed but, EB1547.due to contractual restrictions, coordinates for these stations EB1547.will NOT be published in the near future. In the interim, the EB1547.published coordinates in North Carolina will not be EB1547.consistent with the Continuously Operating Reference Stations EB1547.(CORS). The HARN coordinates for these stations are available EB1547.upon request. Contact Gary Thompson(919-733-3836). EB1547. EB1547.In addition, the published North Carolina positions EB1547.(NAD 83 (1986)) are NOT consistent with those determined in EB1547.adjacent state readjustments. The discontinuity between stations EB1547.located in North Carolina and those in adjacent states EB1547.which have been adjusted to the HARN may be as much as 5 EB1547.decimeters. This will result in a significant loss of accuracy EB1547.over lines crossing such state borders. EB1547 EB1547 EB1547.The horizontal coordinates were established by classical geodetic methods EB1547.and adjusted by the National Geodetic Survey in July 1986. EB1547 EB1547.The orthometric height was determined by differential leveling EB1547.and adjusted by the National Geodetic Survey in June 1991. EB1547 EB1547.The Laplace correction was computed from DEFLEC99 derived deflections. EB1547 EB1547.The geoid height was determined by GEOID03. EB1547 EB1547.The dynamic height is computed by dividing the NAVD 88 EB1547.geopotential number by the normal gravity value computed on the EB1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1547.degrees latitude (g = 980.6199 gals.). EB1547 EB1547.The modeled gravity was interpolated from observed gravity values. EB1547 EB1547; North East Units Scale Factor Converg. EB1547;SPC NC - 137,263.627 556,211.077 MT 0.99988329 -0 20 15.2 EB1547;SPC NC - 450,339.08 1,824,835.84 sFT 0.99988329 -0 20 15.2 EB1547;UTM 17 - 3,872,401.950 629,163.666 MT 0.99980561 +0 48 41.5 EB1547 EB1547! - Elev Factor x Scale Factor = Combined Factor EB1547!SPC NC - 0.99998449 x 0.99988329 = 0.99986779 EB1547!UTM 17 - 0.99998449 x 0.99980561 = 0.99979011 EB1547 EB1547: Primary Azimuth Mark Grid Az EB1547:SPC NC - MARS 056 32 34.9 EB1547:UTM 17 - MARS 055 23 38.2 EB1547 EB1547|---------------------------------------------------------------------| EB1547| PID Reference Object Distance Geod. Az | EB1547| dddmmss.s | EB1547| EB1546 MARS APPROX. 1.7 KM 0561219.7 | EB1547|---------------------------------------------------------------------| EB1547 EB1547 SUPERSEDED SURVEY CONTROL EB1547 EB1547 NAD 27 - 34 59 08.93769(N) 079 35 06.18870(W) AD( ) 2 EB1547 NGVD 29 (10/06/93) 130.730 (m) 428.90 (f) ADJUSTED 1 2 EB1547 EB1547.Superseded values are not recommended for survey control. EB1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1547.See file dsdata.txt to determine how the superseded data were derived. EB1547 EB1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2916472402(NAD 83) EB1547_MARKER: DE = TRAVERSE STATION DISK EB1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1547_SP_SET: CONCRETE POST EB1547_STAMPING: BROOM 1972 EB1547_MARK LOGO: NCGS EB1547_PROJECTION: FLUSH EB1547_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1547+STABILITY: SURFACE MOTION EB1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1547+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999 EB1547 EB1547 HISTORY - Date Condition Report By EB1547 HISTORY - 1972 MONUMENTED NCGS EB1547 HISTORY - 1980 GOOD NCGS EB1547 HISTORY - 1980 GOOD NCGS EB1547 HISTORY - 19890425 MARK NOT FOUND USGS EB1547 HISTORY - 19990406 GOOD NCGS EB1547 EB1547 STATION DESCRIPTION EB1547 EB1547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB1547'BROOM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1547'COMMUNITY OF MARSTON, NORTH CAROLINA. EB1547' EB1547'BROOM IS LOCATED IN MARSTON AND 3.8 MILES SOUTHWEST OF HOFFMAN. EB1547'THIS STATION IS APPROXIMATELY 250 FEET SOUTHEAST OF THE INTERSECTION EB1547'OF US 1 AND SR 1001 AND THE SEABOARD COAST LINE RR, APPROXIMATELY EB1547'200 FEET ESE OF AND ACROSS US 1 FROM THE MARSTON BROOM AND MOP EB1547'COMPANY. EB1547' EB1547'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROOM EB1547'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB1547'INCHES ABOVE THE GROUND. EB1547' EB1547'MARK IS EB1547' EB1547'125.0 FEET SE OF C/L OF US 1. EB1547'20.0 FEET SW OF C/L OF SR 1001. EB1547'7.2 FEET NW OF WESTERNMOST RAIL OF RR. EB1547'46.3 FEET E OF PP W/POWER CONTROL PANEL BOX AND WITH ALUMINUM EB1547'REF. TAG. EB1547'6.3 FEET S OF SOUTH EDGE OF CONCRETE BASE OF RR SIGNAL CROSSING. EB1547'56.1 FEET W OF TP WITH ALUMINUM REF. TAG. EB1547 EB1547 STATION RECOVERY (1980) EB1547 EB1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1547'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB1547 EB1547 STATION RECOVERY (1980) EB1547 EB1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1547'IN MARSTON. EB1547'IN MARSTON AT INTERSECTION OF U.S. 1 WITH SR 1001, ACROSS HIGHWAY FROM EB1547'MARSTON BROOM AND MOP COMPANY AND 1.1 MI NORTHEAST OF JUNCTION OF EB1547'U.S. 1 AND N.C. 177, 125.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EB1547'20.0 FEET SOUTHWEST OF ROAD, 7.2 FEET NORTHWEST OF WEST RAIL OF EB1547'SEABOARD COAST LINE RAILROAD, 46.3 FEET EAST OF POWER POLE WITH EB1547'CONTROL BOX AND WITH REFERENCE TAG, 6.3 FEET SOUTH OF SOUTH EDGE OF EB1547'CONCRETE BASE OF RAILROAD CROSSING SIGNAL AND 56.1 FEET WEST OF EB1547'TELEPHONE POLE WITH REFERENCE TAG. EB1547'THE MARK IS 1 FT BELOW TRACKS. EB1547 EB1547 STATION RECOVERY (1989) EB1547 EB1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW) EB1547'MARK NOT FOUND. EB1547 EB1547 STATION RECOVERY (1999) EB1547 EB1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EB1547'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS ABOUT EB1547'150-FEET SOUTHEAST OF THE INTERSECTION OF US-1 AND SR 1001 AND EB1547'RAILROAD. RECESSED 2-INCHES BELOW THE GROUND. LOCATED 6.0 FT (1.8 M) EB1547'NORTHWEST OF RR SIGNAL POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5733 *********************************************************************** EZ5733 DESIGNATION - BUDAR EZ5733 PID - EZ5733 EZ5733 STATE/COUNTY- NC/RICHMOND EZ5733 USGS QUAD - HOFFMAN (1982) EZ5733 EZ5733 *CURRENT SURVEY CONTROL EZ5733 ___________________________________________________________________ EZ5733* NAD 83(1986)- 35 04 12.38310(N) 079 35 33.07619(W) ADJUSTED EZ5733* NAVD 88 - 118.906 (meters) 390.11 (feet) ADJUSTED EZ5733 ___________________________________________________________________ EZ5733 LAPLACE CORR- -4.59 (seconds) DEFLEC99 EZ5733 GEOID HEIGHT- -31.50 (meters) GEOID03 EZ5733 DYNAMIC HT - 118.796 (meters) 389.75 (feet) COMP EZ5733 MODELED GRAV- 979,713.2 (mgal) NAVD 88 EZ5733 EZ5733 HORZ ORDER - SECOND EZ5733 VERT ORDER - SECOND CLASS II EZ5733 EZ5733.The North Carolina HARNS have been completed but, EZ5733.due to contractual restrictions, coordinates for these stations EZ5733.will NOT be published in the near future. In the interim, the EZ5733.published coordinates in North Carolina will not be EZ5733.consistent with the Continuously Operating Reference Stations EZ5733.(CORS). The HARN coordinates for these stations are available EZ5733.upon request. Contact Gary Thompson(919-733-3836). EZ5733. EZ5733.In addition, the published North Carolina positions EZ5733.(NAD 83 (1986)) are NOT consistent with those determined in EZ5733.adjacent state readjustments. The discontinuity between stations EZ5733.located in North Carolina and those in adjacent states EZ5733.which have been adjusted to the HARN may be as much as 5 EZ5733.decimeters. This will result in a significant loss of accuracy EZ5733.over lines crossing such state borders. EZ5733 EZ5733 EZ5733.The horizontal coordinates were established by classical geodetic methods EZ5733.and adjusted by the National Geodetic Survey in July 1998. EZ5733 EZ5733.The orthometric height was determined by differential leveling EZ5733.and adjusted by the National Geodetic Survey in August 2000. EZ5733 EZ5733.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5733 EZ5733.The geoid height was determined by GEOID03. EZ5733 EZ5733.The dynamic height is computed by dividing the NAVD 88 EZ5733.geopotential number by the normal gravity value computed on the EZ5733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5733.degrees latitude (g = 980.6199 gals.). EZ5733 EZ5733.The modeled gravity was interpolated from observed gravity values. EZ5733 EZ5733; North East Units Scale Factor Converg. EZ5733;SPC NC - 146,600.661 555,564.158 MT 0.99987759 -0 20 31.1 EZ5733;SPC NC - 480,972.34 1,822,713.41 sFT 0.99987759 -0 20 31.1 EZ5733;UTM 17 - 3,881,723.412 628,329.556 MT 0.99980296 +0 48 31.7 EZ5733 EZ5733! - Elev Factor x Scale Factor = Combined Factor EZ5733!SPC NC - 0.99998628 x 0.99987759 = 0.99986387 EZ5733!UTM 17 - 0.99998628 x 0.99980296 = 0.99978924 EZ5733 EZ5733 SUPERSEDED SURVEY CONTROL EZ5733 EZ5733 NAD 83(1986)- 35 04 12.37470(N) 079 35 33.07835(W) AD( ) 2 EZ5733 NGVD 29 (03/28/90) 119.0 (m) 390. (f) VERT ANG EZ5733 EZ5733.Superseded values are not recommended for survey control. EZ5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5733.See file dsdata.txt to determine how the superseded data were derived. EZ5733 EZ5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2833081723(NAD 83) EZ5733_MARKER: DE = TRAVERSE STATION DISK EZ5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5733_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5733_STAMPING: BUDAR 1977 EZ5733_MARK LOGO: NCGS EZ5733_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5733+STABILITY: SURFACE MOTION EZ5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5733+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998 EZ5733 EZ5733 HISTORY - Date Condition Report By EZ5733 HISTORY - 1977 MONUMENTED NCGS EZ5733 HISTORY - 1985 GOOD USPSQD EZ5733 HISTORY - 19930927 GOOD NCGS EZ5733 HISTORY - 19960405 GOOD USPSQD EZ5733 HISTORY - 19980323 GOOD NCGS EZ5733 EZ5733 STATION DESCRIPTION EZ5733 EZ5733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5733'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5733'3.5 MILES NORTHWEST OF HOFFMAN. EZ5733' EZ5733'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5733'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5733'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5733'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 3.8 MILES TO STATION ON EZ5733'LEFT, AT WOODS LINE AND 1.0 MILE SOUTH OF T INTERSECTION WITH SR 1473 EZ5733'(EAST). EZ5733' EZ5733'STATION MARK IS A STANDARD DISK STAMPED---BUDAR 1977---, SET IN THE EZ5733'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5733'THE MARK IS 33.6 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR 1003 AND EZ5733'15.1 FEET SOUTHEAST OF A 10 INCH PINE, 16.3 FEET EAST OF A 12 INCH EZ5733'PINE, 29.9 FEET EAST-NORTHEAST OF A 14 INCH PINE AND 80.7 FEET EZ5733'NORTH-NORTHWEST OF A 10 INCH OAK ALL WITH REFERENCE TAGS. EZ5733 EZ5733 STATION RECOVERY (1985) EZ5733 EZ5733'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5733'RECOVERED IN GOOD CONDITION. EZ5733 EZ5733 STATION RECOVERY (1993) EZ5733 EZ5733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5733'RECOVERED AS DESCRIBED. EZ5733 EZ5733 STATION RECOVERY (1996) EZ5733 EZ5733'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5733'RECOVERED IN GOOD CONDITION. EZ5733 EZ5733 STATION RECOVERY (1998) EZ5733 EZ5733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5733'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE. 10-INCH OAK IS EZ5733'NOW 14-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2865 *********************************************************************** EB2865 DESIGNATION - CABIN EB2865 PID - EB2865 EB2865 STATE/COUNTY- NC/RICHMOND EB2865 USGS QUAD - HAMLET (1982) EB2865 EB2865 *CURRENT SURVEY CONTROL EB2865 ___________________________________________________________________ EB2865* NAD 83(1986)- 34 55 51.94368(N) 079 42 05.64023(W) ADJUSTED EB2865* NAVD 88 - 106.7 (meters) 350. (feet) VERTCON EB2865 ___________________________________________________________________ EB2865 LAPLACE CORR- -4.91 (seconds) DEFLEC99 EB2865 GEOID HEIGHT- -31.42 (meters) GEOID03 EB2865 EB2865 HORZ ORDER - SECOND EB2865 EB2865.The North Carolina HARNS have been completed but, EB2865.due to contractual restrictions, coordinates for these stations EB2865.will NOT be published in the near future. In the interim, the EB2865.published coordinates in North Carolina will not be EB2865.consistent with the Continuously Operating Reference Stations EB2865.(CORS). The HARN coordinates for these stations are available EB2865.upon request. Contact Gary Thompson(919-733-3836). EB2865. EB2865.In addition, the published North Carolina positions EB2865.(NAD 83 (1986)) are NOT consistent with those determined in EB2865.adjacent state readjustments. The discontinuity between stations EB2865.located in North Carolina and those in adjacent states EB2865.which have been adjusted to the HARN may be as much as 5 EB2865.decimeters. This will result in a significant loss of accuracy EB2865.over lines crossing such state borders. EB2865 EB2865 EB2865.The horizontal coordinates were established by classical geodetic methods EB2865.and adjusted by the National Geodetic Survey in July 1986. EB2865 EB2865.The NAVD 88 height was computed by applying the VERTCON shift value to EB2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2865 EB2865.The Laplace correction was computed from DEFLEC99 derived deflections. EB2865 EB2865.The geoid height was determined by GEOID03. EB2865 EB2865; North East Units Scale Factor Converg. EB2865;SPC NC - 131,245.724 545,510.538 MT 0.99988816 -0 24 17.7 EB2865;SPC NC - 430,595.35 1,789,729.16 sFT 0.99988816 -0 24 17.7 EB2865;UTM 17 - 3,866,171.328 618,586.947 MT 0.99977332 +0 44 36.8 EB2865 EB2865! - Elev Factor x Scale Factor = Combined Factor EB2865!SPC NC - 0.99998818 x 0.99988816 = 0.99987634 EB2865!UTM 17 - 0.99998818 x 0.99977332 = 0.99976150 EB2865 EB2865: Primary Azimuth Mark Grid Az EB2865:SPC NC - LINKERS 349 07 43.2 EB2865:UTM 17 - LINKERS 347 58 48.7 EB2865 EB2865|---------------------------------------------------------------------| EB2865| PID Reference Object Distance Geod. Az | EB2865| dddmmss.s | EB2865| EB2860 BLOCK APPROX. 0.6 KM 1753544.0 | EB2865| EB2872 LINKERS APPROX. 2.2 KM 3484325.5 | EB2865|---------------------------------------------------------------------| EB2865 EB2865 SUPERSEDED SURVEY CONTROL EB2865 EB2865 NAD 27 - 34 55 51.38648(N) 079 42 06.43992(W) AD( ) 2 EB2865 NGVD 29 (07/19/86) 107.0 (m) 351. (f) VERT ANG EB2865 EB2865.Superseded values are not recommended for survey control. EB2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2865.See file dsdata.txt to determine how the superseded data were derived. EB2865 EB2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1858766171(NAD 83) EB2865_MARKER: DE = TRAVERSE STATION DISK EB2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2865_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2865_STAMPING: CABIN 1970 EB2865_MARK LOGO: NCGS EB2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2865+STABILITY: SURFACE MOTION EB2865 EB2865 HISTORY - Date Condition Report By EB2865 HISTORY - 1970 MONUMENTED NCGS EB2865 EB2865 STATION DESCRIPTION EB2865 EB2865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2865'CABIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2865'VICINITY OF HAMLET, NORTH CAROLINA. EB2865' EB2865'CABIN IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF HAMLET AND 4.0 EB2865'MILES ESE OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE EB2865'INTERSECTION OF SR 1640 AND SR 1624 APPROXIMATELY 2.0 MILES NORTH EB2865'OF HAMLET, GO NORTH ON SR 1640 FOR 0.65 MILE TO STATION ON RIGHT, EB2865'APPROXIMATELY 100 FEET NORTH OF ROAD TO PARADISE CABIN AND 1.7 MILES EB2865'SOUTH OF INTERSECTION OF SR 1640 AND US 1. EB2865' EB2865'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2865'CABIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2865'IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2865' EB2865'MARK IS EB2865' EB2865'7.0 FEET SW OF ALUMINUM REF. TAG ON PP NO. 4108 W/TRANSFORMER ON EB2865'E. SIDE OF SR 1640. EB2865'20.5 FEET S OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON E SIDE OF EB2865'SR 1640. EB2865'28.6 FEET W OF ALUMINUM REF. TAG ON PINE TREE ON E SIDE OF SR EB2865'1640. 31.9 FEET NE OF C/L OF SR 1640. EB2865'106.9 FEET NW OF METAL POLE WITH PARADISE CABIN SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2977 *********************************************************************** EB2977 DESIGNATION - CABLE EB2977 PID - EB2977 EB2977 STATE/COUNTY- NC/RICHMOND EB2977 USGS QUAD - ROCKINGHAM (1982) EB2977 EB2977 *CURRENT SURVEY CONTROL EB2977 ___________________________________________________________________ EB2977* NAD 83(1986)- 34 57 24.05526(N) 079 49 30.17581(W) ADJUSTED EB2977* NAVD 88 - 123.9 (meters) 406. (feet) VERTCON EB2977 ___________________________________________________________________ EB2977 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB2977 GEOID HEIGHT- -31.02 (meters) GEOID03 EB2977 EB2977 HORZ ORDER - SECOND EB2977 EB2977.The North Carolina HARNS have been completed but, EB2977.due to contractual restrictions, coordinates for these stations EB2977.will NOT be published in the near future. In the interim, the EB2977.published coordinates in North Carolina will not be EB2977.consistent with the Continuously Operating Reference Stations EB2977.(CORS). The HARN coordinates for these stations are available EB2977.upon request. Contact Gary Thompson(919-733-3836). EB2977. EB2977.In addition, the published North Carolina positions EB2977.(NAD 83 (1986)) are NOT consistent with those determined in EB2977.adjacent state readjustments. The discontinuity between stations EB2977.located in North Carolina and those in adjacent states EB2977.which have been adjusted to the HARN may be as much as 5 EB2977.decimeters. This will result in a significant loss of accuracy EB2977.over lines crossing such state borders. EB2977 EB2977 EB2977.The horizontal coordinates were established by classical geodetic methods EB2977.and adjusted by the National Geodetic Survey in July 1986. EB2977 EB2977.The NAVD 88 height was computed by applying the VERTCON shift value to EB2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2977 EB2977.The Laplace correction was computed from DEFLEC99 derived deflections. EB2977 EB2977.The geoid height was determined by GEOID03. EB2977 EB2977; North East Units Scale Factor Converg. EB2977;SPC NC - 134,170.603 534,253.826 MT 0.99988578 -0 28 34.3 EB2977;SPC NC - 440,191.39 1,752,797.76 sFT 0.99988578 -0 28 34.3 EB2977;UTM 17 - 3,868,869.550 607,275.315 MT 0.99974183 +0 40 23.7 EB2977 EB2977! - Elev Factor x Scale Factor = Combined Factor EB2977!SPC NC - 0.99998542 x 0.99988578 = 0.99987120 EB2977!UTM 17 - 0.99998542 x 0.99974183 = 0.99972725 EB2977 EB2977: Primary Azimuth Mark Grid Az EB2977:SPC NC - BARBEE 254 27 19.9 EB2977:UTM 17 - BARBEE 253 18 21.9 EB2977 EB2977|---------------------------------------------------------------------| EB2977| PID Reference Object Distance Geod. Az | EB2977| dddmmss.s | EB2977| EB2968 NICHOLS 379.717 METERS 08607 | EB2977| EB2975 BARBEE 439.336 METERS 2535845.6 | EB2977|---------------------------------------------------------------------| EB2977 EB2977 SUPERSEDED SURVEY CONTROL EB2977 EB2977 NAD 27 - 34 57 23.49986(N) 079 49 30.97756(W) AD( ) 2 EB2977 NGVD 29 (07/19/86) 124.2 (m) 407. (f) VERT ANG EB2977 EB2977.Superseded values are not recommended for survey control. EB2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2977.See file dsdata.txt to determine how the superseded data were derived. EB2977 EB2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0727568870(NAD 83) EB2977_MARKER: DE = TRAVERSE STATION DISK EB2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2977_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2977_STAMPING: CABLE 1970 EB2977_MARK LOGO: NCGS EB2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2977+STABILITY: SURFACE MOTION EB2977 EB2977 HISTORY - Date Condition Report By EB2977 HISTORY - 1970 MONUMENTED NCGS EB2977 HISTORY - 1981 GOOD NCDOT EB2977 EB2977 STATION DESCRIPTION EB2977 EB2977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2977'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2977'VICINITY OF HAMLET, NORTH CAROLINA. EB2977' EB2977'CABLE IS LOCATED APPROXIMATELY 3.5 MILES WNW OF ROCKINGHAM AND 2.8 EB2977'MILES NORTH OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2977'INTERSECTION OF US 74 AND US 220 IN THE NORTHWEST SECTION OF EB2977'ROCKINGHAM, GO WEST ON US 74 FOR 1.85 MILES TO Y INTERSECTION OF EB2977'US 74 AND SR 1140, CONTINUE WEST ON US 74 FOR 0.2 MILE TO STATION ON EB2977'RIGHT, ON TOP OF BANK, AND 2.55 MILES WEST OF BRIDGE ON US 74 OVER EB2977'THE PEE DEE RIVER. EB2977' EB2977'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CABLE EB2977'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2977'FLUSH WITH THE SURFACE OF THE GROUND. EB2977' EB2977'MARK IS EB2977' EB2977'45.0 FEET N OF C/L OF US 74. EB2977'18.4 FEET SSE OF ALUMINUM REF. TAG ON PP NO. 1. EB2977'7.7 FEET WSW OF BASE OF GUY WIRE. EB2977'144.3 FEET WSW OF ALUMINUM REF. TAG ON POST ON R/W SIGN. EB2977'84.8 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EB2977'51.5 FEET SW OF BASE OF 3 INCH CEDAR TREE. EB2977 EB2977 STATION RECOVERY (1981) EB2977 EB2977'RECOVERY NOTE BY NC DOT 1981 (CLB) EB2977'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. BOTH EB2977'STATIONS WHICH WERE VISIABLE FROM THE GROUND WERE NOT FOUND AND EB2977'BELIEVED DESTROYED. THEREFORE, A GRID AZIMUTH TO ZION METHODIST EB2977'CHURCH STEEPLE WAS OBSERVED TO BE 303-40-37.5 VIA A TRAVERSE DONE BY EB2977'THIS PARTY AT THIS TIME. THE STEEPLE IS ATOP THE CHURCH ABOUT EB2977'1200 FEET SOUTHEAST OF THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3480 *********************************************************************** EZ3480 DESIGNATION - CAMP EZ3480 PID - EZ3480 EZ3480 STATE/COUNTY- NC/RICHMOND EZ3480 USGS QUAD - PINEBLUFF (1982) EZ3480 EZ3480 *CURRENT SURVEY CONTROL EZ3480 ___________________________________________________________________ EZ3480* NAD 83(1986)- 35 03 21.51410(N) 079 29 42.26572(W) ADJUSTED EZ3480* NAVD 88 - 87.2 (meters) 286. (feet) VERTCON EZ3480 ___________________________________________________________________ EZ3480 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EZ3480 GEOID HEIGHT- -31.82 (meters) GEOID03 EZ3480 EZ3480 HORZ ORDER - SECOND EZ3480 EZ3480.The North Carolina HARNS have been completed but, EZ3480.due to contractual restrictions, coordinates for these stations EZ3480.will NOT be published in the near future. In the interim, the EZ3480.published coordinates in North Carolina will not be EZ3480.consistent with the Continuously Operating Reference Stations EZ3480.(CORS). The HARN coordinates for these stations are available EZ3480.upon request. Contact Gary Thompson(919-733-3836). EZ3480. EZ3480.In addition, the published North Carolina positions EZ3480.(NAD 83 (1986)) are NOT consistent with those determined in EZ3480.adjacent state readjustments. The discontinuity between stations EZ3480.located in North Carolina and those in adjacent states EZ3480.which have been adjusted to the HARN may be as much as 5 EZ3480.decimeters. This will result in a significant loss of accuracy EZ3480.over lines crossing such state borders. EZ3480 EZ3480 EZ3480.The horizontal coordinates were established by classical geodetic methods EZ3480.and adjusted by the National Geodetic Survey in July 1986. EZ3480 EZ3480.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3480 EZ3480.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3480 EZ3480.The geoid height was determined by GEOID03. EZ3480 EZ3480; North East Units Scale Factor Converg. EZ3480;SPC NC - 144,984.551 564,443.316 MT 0.99987840 -0 17 08.7 EZ3480;SPC NC - 475,670.15 1,851,844.45 sFT 0.99987840 -0 17 08.7 EZ3480;UTM 17 - 3,880,286.003 637,238.834 MT 0.99983213 +0 51 52.3 EZ3480 EZ3480! - Elev Factor x Scale Factor = Combined Factor EZ3480!SPC NC - 0.99999132 x 0.99987840 = 0.99986972 EZ3480!UTM 17 - 0.99999132 x 0.99983213 = 0.99982345 EZ3480 EZ3480: Primary Azimuth Mark Grid Az EZ3480:SPC NC - MACKALL 109 26 53.1 EZ3480:UTM 17 - MACKALL 108 17 52.1 EZ3480 EZ3480|---------------------------------------------------------------------| EZ3480| PID Reference Object Distance Geod. Az | EZ3480| dddmmss.s | EZ3480| EZ3482 MACKALL APPROX. 0.7 KM 1090944.4 | EZ3480| EZ2134 GATE 247.292 METERS 30628 | EZ3480|---------------------------------------------------------------------| EZ3480 EZ3480 SUPERSEDED SURVEY CONTROL EZ3480 EZ3480 NAD 27 - 35 03 20.95618(N) 079 29 43.11570(W) AD( ) 2 EZ3480 NGVD 29 (07/19/86) 87.4 (m) 287. (f) VERT ANG EZ3480 EZ3480.Superseded values are not recommended for survey control. EZ3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3480.See file dsdata.txt to determine how the superseded data were derived. EZ3480 EZ3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3723980286(NAD 83) EZ3480_MARKER: DE = TRAVERSE STATION DISK EZ3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3480_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ3480_STAMPING: CAMP 1972 EZ3480_MARK LOGO: NCGS EZ3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3480+STABILITY: SURFACE MOTION EZ3480 EZ3480 HISTORY - Date Condition Report By EZ3480 HISTORY - 1972 MONUMENTED NCGS EZ3480 EZ3480 STATION DESCRIPTION EZ3480 EZ3480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ3480'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3480'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ3480' EZ3480'CAMP IS LOCATED APPROXIMATELY 3.5 MILES NE OF HOFFMAN AND 6.5 EZ3480'MILES SW OF ABERDEEN. TO REACH STATION FROM THE US 1 BRIDGE OVER EZ3480'DROWNING CREEK, PROCEED SOUTH ALONG US 1 FOR 0.35 MILE TO THE EZ3480'ENTRANCE TO THE NORTH GATE OF CAMP MACKALL, THENCE SOUTHEAST ALONG EZ3480'ENTRANCE ROAD FOR 0.2 MILE TO STATION ON RIGHT, IN THE SHOULDER EZ3480'OF THE ROAD, AND 0.6 MI. WEST OF BRIDGE OVER SEABOARD COAST LINE EZ3480'RAILROAD. EZ3480' EZ3480'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAMP EZ3480'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ3480'INCHES BELOW THE GROUND. EZ3480' EZ3480'MARK IS EZ3480'17.5 FEET SW OF C/L OF PAVED ROAD. EZ3480'50.3 FEET WSW OF 18 INCH PINE ON N SHOULDER OF ROAD, WITH ALUMINUM EZ3480'REF. TAG. EZ3480'18.7 FEET N OF 10 INCH PINE WITH ALUMINUM REF. TAG IN DITCH. EZ3480'25.4 FEET E OF 8 INCH PINE WITH ALUMINUM REF. TAG, IN DITCH. EZ3480'45.3 FEET S OF 10 INCH PINE WITH ALUMINUM REF. TAG, ON N EZ3480'SHOULDER OF ROAD. EZ3480'5.0 FEET N OF PROJECTION OF THE S EDGE OF PAVEMENT TO EZ3480'THE EAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5734 *********************************************************************** EZ5734 DESIGNATION - CAMPING EZ5734 PID - EZ5734 EZ5734 STATE/COUNTY- NC/RICHMOND EZ5734 USGS QUAD - ELLERBE (1982) EZ5734 EZ5734 *CURRENT SURVEY CONTROL EZ5734 ___________________________________________________________________ EZ5734* NAD 83(1986)- 35 05 31.63543(N) 079 45 40.19305(W) ADJUSTED EZ5734* NAVD 88 - 125.8 (meters) 413. (feet) VERTCON EZ5734 ___________________________________________________________________ EZ5734 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EZ5734 GEOID HEIGHT- -30.98 (meters) GEOID03 EZ5734 EZ5734 HORZ ORDER - SECOND EZ5734 EZ5734.The North Carolina HARNS have been completed but, EZ5734.due to contractual restrictions, coordinates for these stations EZ5734.will NOT be published in the near future. In the interim, the EZ5734.published coordinates in North Carolina will not be EZ5734.consistent with the Continuously Operating Reference Stations EZ5734.(CORS). The HARN coordinates for these stations are available EZ5734.upon request. Contact Gary Thompson(919-733-3836). EZ5734. EZ5734.In addition, the published North Carolina positions EZ5734.(NAD 83 (1986)) are NOT consistent with those determined in EZ5734.adjacent state readjustments. The discontinuity between stations EZ5734.located in North Carolina and those in adjacent states EZ5734.which have been adjusted to the HARN may be as much as 5 EZ5734.decimeters. This will result in a significant loss of accuracy EZ5734.over lines crossing such state borders. EZ5734 EZ5734 EZ5734.The horizontal coordinates were established by classical geodetic methods EZ5734.and adjusted by the National Geodetic Survey in March 1990. EZ5734 EZ5734.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5734 EZ5734.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5734 EZ5734.The geoid height was determined by GEOID03. EZ5734 EZ5734; North East Units Scale Factor Converg. EZ5734;SPC NC - 149,147.491 540,203.104 MT 0.99987645 -0 26 21.6 EZ5734;SPC NC - 489,328.06 1,772,316.35 sFT 0.99987645 -0 26 21.6 EZ5734;UTM 17 - 3,883,960.891 612,921.935 MT 0.99975715 +0 42 44.2 EZ5734 EZ5734! - Elev Factor x Scale Factor = Combined Factor EZ5734!SPC NC - 0.99998512 x 0.99987645 = 0.99986157 EZ5734!UTM 17 - 0.99998512 x 0.99975715 = 0.99974227 EZ5734 EZ5734 SUPERSEDED SURVEY CONTROL EZ5734 EZ5734 NGVD 29 (03/28/90) 126.0 (m) 413. (f) VERT ANG EZ5734 EZ5734.Superseded values are not recommended for survey control. EZ5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5734.See file dsdata.txt to determine how the superseded data were derived. EZ5734 EZ5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1292283961(NAD 83) EZ5734_MARKER: DE = TRAVERSE STATION DISK EZ5734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5734_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5734_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5734+STABILITY: SURFACE MOTION EZ5734 EZ5734 HISTORY - Date Condition Report By EZ5734 HISTORY - 1977 MONUMENTED NCGS EZ5734 EZ5734 STATION DESCRIPTION EZ5734 EZ5734'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5734'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF ELLERBE. EZ5734' EZ5734'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH EZ5734'OF ELLERBE, PROCEED NORTH ALONG US 220 AND NC 73 FOR 0.25 MILE TO EZ5734'STATION ON LEFT, IN ROAD SHOULDER, OPPOSITE ELLERBE SPRINGS FAMILY EZ5734'CAMPGROUND. EZ5734' EZ5734'STATION MARK IS A STANDARD DISK STAMPED---CAMPING 1977---, SET IN THE EZ5734'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5734'SURFACE. THE MARK IS 16.4 FEET WEST-NORTHWEST OF THE CENTERLINE OF EZ5734'US 220, 20.7 FEET SOUTH-SOUTHEAST OF A 14 INCH PINE WITH REFERENCE EZ5734'TAG, 100.0 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BOX EZ5734'CULVERT AND 88.7 FEET SOUTH-SOUTHWEST OF AN 18 INCH GUM WITH REFERENCE EZ5734'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2893 *********************************************************************** EB2893 DESIGNATION - CAPP EB2893 PID - EB2893 EB2893 STATE/COUNTY- NC/RICHMOND EB2893 USGS QUAD - HAMLET (1982) EB2893 EB2893 *CURRENT SURVEY CONTROL EB2893 ___________________________________________________________________ EB2893* NAD 83(1986)- 34 55 07.80400(N) 079 40 57.24961(W) ADJUSTED EB2893* NAVD 88 - 125.5 (meters) 412. (feet) VERTCON EB2893 ___________________________________________________________________ EB2893 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EB2893 GEOID HEIGHT- -31.50 (meters) GEOID03 EB2893 EB2893 HORZ ORDER - SECOND EB2893 EB2893.The North Carolina HARNS have been completed but, EB2893.due to contractual restrictions, coordinates for these stations EB2893.will NOT be published in the near future. In the interim, the EB2893.published coordinates in North Carolina will not be EB2893.consistent with the Continuously Operating Reference Stations EB2893.(CORS). The HARN coordinates for these stations are available EB2893.upon request. Contact Gary Thompson(919-733-3836). EB2893. EB2893.In addition, the published North Carolina positions EB2893.(NAD 83 (1986)) are NOT consistent with those determined in EB2893.adjacent state readjustments. The discontinuity between stations EB2893.located in North Carolina and those in adjacent states EB2893.which have been adjusted to the HARN may be as much as 5 EB2893.decimeters. This will result in a significant loss of accuracy EB2893.over lines crossing such state borders. EB2893 EB2893 EB2893.The horizontal coordinates were established by classical geodetic methods EB2893.and adjusted by the National Geodetic Survey in July 1986. EB2893 EB2893.The NAVD 88 height was computed by applying the VERTCON shift value to EB2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2893 EB2893.The Laplace correction was computed from DEFLEC99 derived deflections. EB2893 EB2893.The geoid height was determined by GEOID03. EB2893 EB2893; North East Units Scale Factor Converg. EB2893;SPC NC - 129,873.580 547,236.640 MT 0.99988937 -0 23 38.3 EB2893;SPC NC - 426,093.57 1,795,392.21 sFT 0.99988937 -0 23 38.3 EB2893;UTM 17 - 3,864,834.203 620,340.003 MT 0.99977848 +0 45 15.1 EB2893 EB2893! - Elev Factor x Scale Factor = Combined Factor EB2893!SPC NC - 0.99998524 x 0.99988937 = 0.99987461 EB2893!UTM 17 - 0.99998524 x 0.99977848 = 0.99976372 EB2893 EB2893: Primary Azimuth Mark Grid Az EB2893:SPC NC - LYNN 290 50 20.7 EB2893:UTM 17 - LYNN 289 41 27.3 EB2893 EB2893|---------------------------------------------------------------------| EB2893| PID Reference Object Distance Geod. Az | EB2893| dddmmss.s | EB2893| EB2899 SNEAD 432.475 METERS 1300237.2 | EB2893| EB2889 LYNN APPROX. 0.8 KM 2902642.4 | EB2893|---------------------------------------------------------------------| EB2893 EB2893 SUPERSEDED SURVEY CONTROL EB2893 EB2893 NAD 27 - 34 55 07.24525(N) 079 40 58.05117(W) AD( ) 2 EB2893 NGVD 29 (07/19/86) 125.8 (m) 413. (f) VERT ANG EB2893 EB2893.Superseded values are not recommended for survey control. EB2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2893.See file dsdata.txt to determine how the superseded data were derived. EB2893 EB2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2034064834(NAD 83) EB2893_MARKER: DE = TRAVERSE STATION DISK EB2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2893_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2893_STAMPING: CAPP 1970 EB2893_MARK LOGO: NCGS EB2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2893+STABILITY: SURFACE MOTION EB2893 EB2893 HISTORY - Date Condition Report By EB2893 HISTORY - 1970 MONUMENTED NCGS EB2893 EB2893 STATION DESCRIPTION EB2893 EB2893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2893'CAPP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2893'VICINITY OF HAMLET, NORTH CAROLINA. EB2893' EB2893'CAPP IS LOCATED APPROXIMATELY 2.1 MILES NNE OF HAMLET. TO REACH EB2893'STATION PROCEED FROM THE INTERSECTION OF SR 1640 AND SR 1624 EB2893'APPROXIMATELY 2.0 MILES NORTH OF HAMLET, GO EAST ON SR 1624 FOR 1.1 EB2893'MILE TO STATION ON LEFT, ON TOP OF BANK, AND 0.7 MILE WEST OF EB2893'INTERSECTION OF SR 1624 AND NC 177. EB2893' EB2893'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAPP EB2893'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2893'FLUSH WITH THE SURFACE OF THE GROUND. EB2893' EB2893'MARK IS EB2893' EB2893'37.5 FEET NE OF C/L OF SR 1624. EB2893'34.7 FEET SE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE ON N SIDE EB2893'OF SR 1624. EB2893'16.0 FEET W OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON N SIDE EB2893'OF SR 1624. EB2893'89.9 FEET WNW OF 8 INCH PINE TREE ON N SIDE OF SR 1624. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5735 *********************************************************************** EZ5735 DESIGNATION - CARL EZ5735 PID - EZ5735 EZ5735 STATE/COUNTY- NC/RICHMOND EZ5735 USGS QUAD - HOFFMAN (1982) EZ5735 EZ5735 *CURRENT SURVEY CONTROL EZ5735 ___________________________________________________________________ EZ5735* NAD 83(1986)- 35 03 17.24796(N) 079 35 21.82545(W) ADJUSTED EZ5735* NAVD 88 - 128.214 (meters) 420.65 (feet) ADJUSTED EZ5735 ___________________________________________________________________ EZ5735 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EZ5735 GEOID HEIGHT- -31.55 (meters) GEOID03 EZ5735 DYNAMIC HT - 128.096 (meters) 420.26 (feet) COMP EZ5735 MODELED GRAV- 979,710.6 (mgal) NAVD 88 EZ5735 EZ5735 HORZ ORDER - SECOND EZ5735 VERT ORDER - SECOND CLASS II EZ5735 EZ5735.The North Carolina HARNS have been completed but, EZ5735.due to contractual restrictions, coordinates for these stations EZ5735.will NOT be published in the near future. In the interim, the EZ5735.published coordinates in North Carolina will not be EZ5735.consistent with the Continuously Operating Reference Stations EZ5735.(CORS). The HARN coordinates for these stations are available EZ5735.upon request. Contact Gary Thompson(919-733-3836). EZ5735. EZ5735.In addition, the published North Carolina positions EZ5735.(NAD 83 (1986)) are NOT consistent with those determined in EZ5735.adjacent state readjustments. The discontinuity between stations EZ5735.located in North Carolina and those in adjacent states EZ5735.which have been adjusted to the HARN may be as much as 5 EZ5735.decimeters. This will result in a significant loss of accuracy EZ5735.over lines crossing such state borders. EZ5735 EZ5735 EZ5735.The horizontal coordinates were established by classical geodetic methods EZ5735.and adjusted by the National Geodetic Survey in March 1990. EZ5735 EZ5735.The orthometric height was determined by differential leveling EZ5735.and adjusted by the National Geodetic Survey in August 2000. EZ5735 EZ5735.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5735 EZ5735.The geoid height was determined by GEOID03. EZ5735 EZ5735.The dynamic height is computed by dividing the NAVD 88 EZ5735.geopotential number by the normal gravity value computed on the EZ5735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5735.degrees latitude (g = 980.6199 gals.). EZ5735 EZ5735.The modeled gravity was interpolated from observed gravity values. EZ5735 EZ5735; North East Units Scale Factor Converg. EZ5735;SPC NC - 144,900.094 555,839.082 MT 0.99987847 -0 20 24.7 EZ5735;SPC NC - 475,393.06 1,823,615.39 sFT 0.99987847 -0 20 24.7 EZ5735;UTM 17 - 3,880,028.835 628,638.551 MT 0.99980394 +0 48 37.1 EZ5735 EZ5735! - Elev Factor x Scale Factor = Combined Factor EZ5735!SPC NC - 0.99998483 x 0.99987847 = 0.99986330 EZ5735!UTM 17 - 0.99998483 x 0.99980394 = 0.99978877 EZ5735 EZ5735 SUPERSEDED SURVEY CONTROL EZ5735 EZ5735 NGVD 29 (03/28/90) 128.5 (m) 422. (f) VERT ANG EZ5735 EZ5735.Superseded values are not recommended for survey control. EZ5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5735.See file dsdata.txt to determine how the superseded data were derived. EZ5735 EZ5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2863980029(NAD 83) EZ5735_MARKER: DE = TRAVERSE STATION DISK EZ5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5735_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5735_STAMPING: CARL 1977 EZ5735_MARK LOGO: NCGS EZ5735_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5735+STABILITY: SURFACE MOTION EZ5735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5735+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998 EZ5735 EZ5735 HISTORY - Date Condition Report By EZ5735 HISTORY - 1977 MONUMENTED NCGS EZ5735 HISTORY - 1985 GOOD USPSQD EZ5735 HISTORY - 19960405 GOOD USPSQD EZ5735 HISTORY - 19980323 GOOD NCGS EZ5735 EZ5735 STATION DESCRIPTION EZ5735 EZ5735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5735'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5735'2.8 MILES NORTHWEST OF HOFFMAN. EZ5735' EZ5735'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5735'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5735'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5735'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 2.6 MILES TO STATION ON EZ5735'RIGHT DITCH BANK, 110 FEET SOUTH OF DIRT ROAD INTO WOODS (LEADING EZ5735'WEST) AND 2.15 MILES SOUTH OF SR 1473 (EAST) INTERSECTION. EZ5735' EZ5735'STATION MARK IS A STANDARD DISK STAMPED---CARL 1977---, SET IN THE TOP EZ5735'OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE. THE EZ5735'MARK IS 33.7 FEET EAST-NORTHEAST OF THE CENTERLINE OF SR 1003 AND 14.5 EZ5735'FEET WEST-SOUTHWEST OF AN 8 INCH PINE, 22.5 FEET NORTHWEST OF A 10 EZ5735'INCH PINE, 29.9 FEET SOUTH OF A 10 INCH PINE AND 80.0 FEET EAST OF A EZ5735'6 INCH PINE ALL WITH REFERENCE TAGS. EZ5735 EZ5735 STATION RECOVERY (1985) EZ5735 EZ5735'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5735'RECOVERED IN GOOD CONDITION. EZ5735 EZ5735 STATION RECOVERY (1996) EZ5735 EZ5735'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5735'RECOVERED IN GOOD CONDITION. EZ5735 EZ5735 STATION RECOVERY (1998) EZ5735 EZ5735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5735'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS NOW EZ5735'FLUSH WITH THE GROUND. LOCATED 34.5 FT (10.5 M) EAST-NORTHEAST OF THE EZ5735'CENTERLINE OF SR 1003. 8-INCH PINE IS NOW 12-INCHES, 10-INCH PINE IS EZ5735'NOW 13-INCHES, 10-INCH PINE NORTH IS NOW 15-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2831 *********************************************************************** EB2831 DESIGNATION - CAROLINA EB2831 PID - EB2831 EB2831 STATE/COUNTY- NC/RICHMOND EB2831 USGS QUAD - MARSTON (1982) EB2831 EB2831 *CURRENT SURVEY CONTROL EB2831 ___________________________________________________________________ EB2831* NAD 83(1986)- 34 58 36.46713(N) 079 36 34.08904(W) ADJUSTED EB2831* NAVD 88 - 134.5 (meters) 441. (feet) VERTCON EB2831 ___________________________________________________________________ EB2831 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB2831 GEOID HEIGHT- -31.63 (meters) GEOID03 EB2831 EB2831 HORZ ORDER - SECOND EB2831 EB2831.The North Carolina HARNS have been completed but, EB2831.due to contractual restrictions, coordinates for these stations EB2831.will NOT be published in the near future. In the interim, the EB2831.published coordinates in North Carolina will not be EB2831.consistent with the Continuously Operating Reference Stations EB2831.(CORS). The HARN coordinates for these stations are available EB2831.upon request. Contact Gary Thompson(919-733-3836). EB2831. EB2831.In addition, the published North Carolina positions EB2831.(NAD 83 (1986)) are NOT consistent with those determined in EB2831.adjacent state readjustments. The discontinuity between stations EB2831.located in North Carolina and those in adjacent states EB2831.which have been adjusted to the HARN may be as much as 5 EB2831.decimeters. This will result in a significant loss of accuracy EB2831.over lines crossing such state borders. EB2831 EB2831 EB2831.The horizontal coordinates were established by classical geodetic methods EB2831.and adjusted by the National Geodetic Survey in July 1986. EB2831 EB2831.The NAVD 88 height was computed by applying the VERTCON shift value to EB2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2831 EB2831.The Laplace correction was computed from DEFLEC99 derived deflections. EB2831 EB2831.The geoid height was determined by GEOID03. EB2831 EB2831; North East Units Scale Factor Converg. EB2831;SPC NC - 136,259.545 553,954.996 MT 0.99988404 -0 21 06.4 EB2831;SPC NC - 447,044.86 1,817,434.02 sFT 0.99988404 -0 21 06.4 EB2831;UTM 17 - 3,871,352.914 626,928.355 MT 0.99979856 +0 47 50.0 EB2831 EB2831! - Elev Factor x Scale Factor = Combined Factor EB2831!SPC NC - 0.99998385 x 0.99988404 = 0.99986789 EB2831!UTM 17 - 0.99998385 x 0.99979856 = 0.99978241 EB2831 EB2831: Primary Azimuth Mark Grid Az EB2831:SPC NC - MOTOR 109 00 08.0 EB2831:UTM 17 - MOTOR 107 51 11.6 EB2831 EB2831|---------------------------------------------------------------------| EB2831| PID Reference Object Distance Geod. Az | EB2831| dddmmss.s | EB2831| EB1549 MOTOR APPROX. 0.6 KM 1083901.6 | EB2831| EB2830 DRAGWAY APPROX. 0.5 KM 2683953.8 | EB2831|---------------------------------------------------------------------| EB2831 EB2831 SUPERSEDED SURVEY CONTROL EB2831 EB2831 NAD 27 - 34 58 35.91093(N) 079 36 34.90367(W) AD( ) 2 EB2831 NGVD 29 (07/19/86) 134.8 (m) 442. (f) VERT ANG EB2831 EB2831.Superseded values are not recommended for survey control. EB2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2831.See file dsdata.txt to determine how the superseded data were derived. EB2831 EB2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2692871353(NAD 83) EB2831_MARKER: DE = TRAVERSE STATION DISK EB2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2831_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2831_STAMPING: CAROLINA 1972 EB2831_MARK LOGO: NCGS EB2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2831+STABILITY: SURFACE MOTION EB2831 EB2831 HISTORY - Date Condition Report By EB2831 HISTORY - 1972 MONUMENTED NCGS EB2831 EB2831 STATION DESCRIPTION EB2831 EB2831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB2831'CAROLINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2831'THE VICINITY OF MARSTON, NORTH CAROLINA. EB2831' EB2831'CAROLINA IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF MARSTON AND EB2831'9.5 MILES ENE OF ROCKINGHAM. TO REACH STATION FROM THE INTERSECTION EB2831'OF US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED WEST ALONG US 1 FOR EB2831'0.45 MILE TO STATION ON LEFT, 1.45 MILES EAST OF INTERSECTION WITH SR EB2831'1605, IN FRONT OF NORTH CAROLINA MOTOR SPEEDWAY, AND APPROXIMATELY EB2831'400 FEET NORTHEAST OF SPEEDWAY GRANDSTAND. EB2831' EB2831'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAROLINA EB2831'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2831'FLUSH WITH THE GROUND. EB2831' EB2831'MARK IS EB2831' EB2831'34.7 FEET S OF C/L OF US 1. EB2831'33.1 FEET E OF 8 INCH PINE WITH ALUMINUM REF. TAG. EB2831'48.4 FEET E OF N END OF N. C. MOTOR SPEEDWAY SIGN. EB2831'69.0 FEET NE OF S END OF SAME SIGN. EB2831'125.9 FEET WNW OF R/W MARKER ON S SIDE OF US 1. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3696 *********************************************************************** EZ3696 DESIGNATION - CARR EZ3696 PID - EZ3696 EZ3696 STATE/COUNTY- NC/RICHMOND EZ3696 USGS QUAD - HOFFMAN (1982) EZ3696 EZ3696 *CURRENT SURVEY CONTROL EZ3696 ___________________________________________________________________ EZ3696* NAD 83(1986)- 35 02 35.94297(N) 079 30 27.82855(W) ADJUSTED EZ3696* NAVD 88 - 114. (meters) 374. (feet) SCALED EZ3696 ___________________________________________________________________ EZ3696 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EZ3696 GEOID HEIGHT- -31.82 (meters) GEOID03 EZ3696 EZ3696 HORZ ORDER - FIRST EZ3696 EZ3696.The North Carolina HARNS have been completed but, EZ3696.due to contractual restrictions, coordinates for these stations EZ3696.will NOT be published in the near future. In the interim, the EZ3696.published coordinates in North Carolina will not be EZ3696.consistent with the Continuously Operating Reference Stations EZ3696.(CORS). The HARN coordinates for these stations are available EZ3696.upon request. Contact Gary Thompson(919-733-3836). EZ3696. EZ3696.In addition, the published North Carolina positions EZ3696.(NAD 83 (1986)) are NOT consistent with those determined in EZ3696.adjacent state readjustments. The discontinuity between stations EZ3696.located in North Carolina and those in adjacent states EZ3696.which have been adjusted to the HARN may be as much as 5 EZ3696.decimeters. This will result in a significant loss of accuracy EZ3696.over lines crossing such state borders. EZ3696 EZ3696 EZ3696.The horizontal coordinates were established by classical geodetic methods EZ3696.and adjusted by the National Geodetic Survey in July 1986. EZ3696 EZ3696.The orthometric height was scaled from a topographic map. EZ3696 EZ3696.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3696 EZ3696.The geoid height was determined by GEOID03. EZ3696 EZ3696; North East Units Scale Factor Converg. EZ3696;SPC NC - 143,586.202 563,281.702 MT 0.99987917 -0 17 35.0 EZ3696;SPC NC - 471,082.40 1,848,033.38 sFT 0.99987917 -0 17 35.0 EZ3696;UTM 17 - 3,878,864.688 636,105.578 MT 0.99982831 +0 51 25.2 EZ3696 EZ3696! - Elev Factor x Scale Factor = Combined Factor EZ3696!SPC NC - 0.99998714 x 0.99987917 = 0.99986631 EZ3696!UTM 17 - 0.99998714 x 0.99982831 = 0.99981545 EZ3696 EZ3696: Primary Azimuth Mark Grid Az EZ3696:SPC NC - HOFFMAN 253 41 06.5 EZ3696:UTM 17 - HOFFMAN 252 32 06.3 EZ3696 EZ3696|---------------------------------------------------------------------| EZ3696| PID Reference Object Distance Geod. Az | EZ3696| dddmmss.s | EZ3696| EZ3697 HOFFMAN A 183.695 METERS 25152 | EZ3696| EZ1512 HOFFMAN APPROX. 3.4 KM 2532331.5 | EZ3696|---------------------------------------------------------------------| EZ3696 EZ3696 SUPERSEDED SURVEY CONTROL EZ3696 EZ3696 NAD 27 - 35 02 35.38641(N) 079 30 28.67519(W) AD( ) 1 EZ3696 EZ3696.Superseded values are not recommended for survey control. EZ3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3696.See file dsdata.txt to determine how the superseded data were derived. EZ3696 EZ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3610678865(NAD 83) EZ3696_STAMPING: CARR 1918 EZ3696_MARK LOGO: CGS EZ3696 EZ3696 HISTORY - Date Condition Report By EZ3696 HISTORY - 1918 MONUMENTED CGS EZ3696 HISTORY - 1933 GOOD CGS EZ3696 HISTORY - 1948 SEE DESCRIPTION AMS EZ3696 EZ3696 STATION DESCRIPTION EZ3696 EZ3696'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ3696'ABOUT 2 MILES NORTH OF HOFFMAN, 350 MTERS (1,148 FEET) NORTH OF EZ3696'MILEPOST 237 OF SEABOARD AIR LINE RAILWAY, ABOUT 150 METERS (492 EZ3696'FEET) NORTH OF INTERSECTION OF TANGENTS OF SECOND CURVE NORTH OF EZ3696'HOFFMAN, ABOUT 25 METERS (82 FEET EAST OF EAST RAIL, AND ON EDGE EZ3696'OF CUT OF OLD ROADBED WHICH IS JUST EAST OF PRESENT ROADBED. EZ3696'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ3696'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE. REFERENCE MARK IS EZ3696'STANDARD REFERENCE DISK IN CONCRETE, ON EDGE OF CUT ABOUT EZ3696'9.92 METERS (32.6 FEET) WEST OF WEST RAIL, AND ABOUT 35 EZ3696'METERS (115 FEET) FROM STATION N 31 DEG 52 MIN W. EZ3696'BEARING FROM STATION TO WATER TANK AT SOUTHERN PINES IS N 38 DEG EZ3696'34 MIN E. STATION HOFFMAN A EZ3696'IS VISIBLE FROM GROUND S 71 DEG 53 EZ3696'MIN W. EZ3696 EZ3696 STATION RECOVERY (1948) EZ3696 EZ3696'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948 EZ3696'STATION HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1514 *********************************************************************** EZ1514 DESIGNATION - CARR A EZ1514 PID - EZ1514 EZ1514 STATE/COUNTY- NC/RICHMOND EZ1514 USGS QUAD - HOFFMAN (1982) EZ1514 EZ1514 *CURRENT SURVEY CONTROL EZ1514 ___________________________________________________________________ EZ1514* NAD 83(1986)- 35 02 45.89390(N) 079 30 04.82116(W) ADJUSTED EZ1514* NAVD 88 - 105.52 (+/-2cm) 346.2 (feet) VERTCON EZ1514 ___________________________________________________________________ EZ1514 LAPLACE CORR- -4.29 (seconds) DEFLEC99 EZ1514 GEOID HEIGHT- -31.83 (meters) GEOID03 EZ1514 EZ1514 HORZ ORDER - FIRST EZ1514 VERT ORDER - ? (See Below) EZ1514 EZ1514.The North Carolina HARNS have been completed but, EZ1514.due to contractual restrictions, coordinates for these stations EZ1514.will NOT be published in the near future. In the interim, the EZ1514.published coordinates in North Carolina will not be EZ1514.consistent with the Continuously Operating Reference Stations EZ1514.(CORS). The HARN coordinates for these stations are available EZ1514.upon request. Contact Gary Thompson(919-733-3836). EZ1514. EZ1514.In addition, the published North Carolina positions EZ1514.(NAD 83 (1986)) are NOT consistent with those determined in EZ1514.adjacent state readjustments. The discontinuity between stations EZ1514.located in North Carolina and those in adjacent states EZ1514.which have been adjusted to the HARN may be as much as 5 EZ1514.decimeters. This will result in a significant loss of accuracy EZ1514.over lines crossing such state borders. EZ1514 EZ1514 EZ1514.The horizontal coordinates were established by classical geodetic methods EZ1514.and adjusted by the National Geodetic Survey in July 1986. EZ1514 EZ1514.The NAVD 88 height was computed by applying the VERTCON shift value to EZ1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ1514.The vertical order pertains to the NGVD 29 superseded value. EZ1514 EZ1514.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1514 EZ1514.The geoid height was determined by GEOID03. EZ1514 EZ1514; North East Units Scale Factor Converg. EZ1514;SPC NC - 143,889.856 563,866.283 MT 0.99987900 -0 17 21.7 EZ1514;SPC NC - 472,078.64 1,849,951.30 sFT 0.99987900 -0 17 21.7 EZ1514;UTM 17 - 3,879,179.998 636,683.917 MT 0.99983025 +0 51 38.6 EZ1514 EZ1514! - Elev Factor x Scale Factor = Combined Factor EZ1514!SPC NC - 0.99998843 x 0.99987900 = 0.99986743 EZ1514!UTM 17 - 0.99998843 x 0.99983025 = 0.99981869 EZ1514 EZ1514: Primary Azimuth Mark Grid Az EZ1514:SPC NC - RICHMOND 035 40 09.2 EZ1514:UTM 17 - RICHMOND 034 31 08.9 EZ1514 EZ1514|---------------------------------------------------------------------| EZ1514| PID Reference Object Distance Geod. Az | EZ1514| dddmmss.s | EZ1514| EZ3478 RICHMOND 440.557 METERS 0352247.5 | EZ1514|---------------------------------------------------------------------| EZ1514 EZ1514 SUPERSEDED SURVEY CONTROL EZ1514 EZ1514 NAD 27 - 35 02 45.33631(N) 079 30 05.67082(W) AD( ) 1 EZ1514 NGVD 29 (??/??/92) 105.764 (m) 346.99 (f) ADJ UNCH ? EZ1514 EZ1514.Superseded values are not recommended for survey control. EZ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1514.See file dsdata.txt to determine how the superseded data were derived. EZ1514 EZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3668479180(NAD 83) EZ1514_MARKER: DS = TRIANGULATION STATION DISK EZ1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1514_STAMPING: 346.922 CARR A 1918 EZ1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1514+STABILITY: SURFACE MOTION EZ1514 EZ1514 HISTORY - Date Condition Report By EZ1514 HISTORY - 1918 MONUMENTED CGS EZ1514 HISTORY - 1933 GOOD CGS EZ1514 HISTORY - 1948 MARK NOT FOUND USGS EZ1514 HISTORY - 1948 MARK NOT FOUND NGS EZ1514 HISTORY - 1989 MARK NOT FOUND USGS EZ1514 EZ1514 STATION DESCRIPTION EZ1514 EZ1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ1514'ABOUT 2-1/2 MILES NORTH OF HOFFMAN, ON THIRD CURVE OF SEABOARD AIR EZ1514'LINE RAILWAY NORTH OF HOFFMAN AND SECOND CURVE NORTH OF MILEPOST EZ1514'237, AT INTERSECTION OF TANGENTS TO WEST RAIL, AND 17.5 METERS EZ1514'(57 FEET) EAST OF EAST RAIL. SURFACE MARK IS STANDARD DISK EZ1514'STATION MARK IN CONCRETE. UNDERGROUND MARK IS COPPER BOLT IN EZ1514'CONCRETE. EZ1514 EZ1514 STATION RECOVERY (1948) EZ1514 EZ1514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 EZ1514'STATION NOT FOUND. INDICATIONS SHOW THAT THIS WAS PROBABLY DESTROYED EZ1514'WHEN A SIDETRACK WAS LAID INTO CAMP MACKALL AND HAS NOW BEEN TAKEN EZ1514'UP. EZ1514 EZ1514 STATION RECOVERY (1948) EZ1514 EZ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948 EZ1514'2.9 MI NE FROM HOFFMAN. EZ1514'2.9 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM EZ1514'HOFFMAN, RICHMOND COUNTY, AT THE SECOND CURVE NORTHEAST OF EZ1514'MILEPOST 237, AT THE INTERSECTION OF THE PROLONGATIONS OF THE WEST EZ1514'RAILS OF THE TANGENTS, AND 60 FEET EAST OF THE TRACK. A STANDARD EZ1514'TRIANGULATION-STATION DISK, STAMPED 346.922 CARR A 1918 AND SET EZ1514'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE EZ1514'GROUND. NOTE-- MARK WAS PROBABLY DESTROYED WHEN A SIDE TRACK EZ1514'WAS LAID INTO CAMP MACKALL AND HAS NOW BEEN TAKEN UP. EZ1514 EZ1514 STATION RECOVERY (1989) EZ1514 EZ1514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO) EZ1514'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3654 *********************************************************************** EB3654 DESIGNATION - CATAWBA EB3654 PID - EB3654 EB3654 STATE/COUNTY- NC/RICHMOND EB3654 USGS QUAD - ROCKINGHAM (1982) EB3654 EB3654 *CURRENT SURVEY CONTROL EB3654 ___________________________________________________________________ EB3654* NAD 83(1986)- 34 58 37.27584(N) 079 46 59.06756(W) ADJUSTED EB3654* NAVD 88 - 102.8 (meters) 337. (feet) VERTCON EB3654 ___________________________________________________________________ EB3654 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EB3654 GEOID HEIGHT- -31.10 (meters) GEOID03 EB3654 EB3654 HORZ ORDER - SECOND EB3654 EB3654.The North Carolina HARNS have been completed but, EB3654.due to contractual restrictions, coordinates for these stations EB3654.will NOT be published in the near future. In the interim, the EB3654.published coordinates in North Carolina will not be EB3654.consistent with the Continuously Operating Reference Stations EB3654.(CORS). The HARN coordinates for these stations are available EB3654.upon request. Contact Gary Thompson(919-733-3836). EB3654. EB3654.In addition, the published North Carolina positions EB3654.(NAD 83 (1986)) are NOT consistent with those determined in EB3654.adjacent state readjustments. The discontinuity between stations EB3654.located in North Carolina and those in adjacent states EB3654.which have been adjusted to the HARN may be as much as 5 EB3654.decimeters. This will result in a significant loss of accuracy EB3654.over lines crossing such state borders. EB3654 EB3654 EB3654.The horizontal coordinates were established by classical geodetic methods EB3654.and adjusted by the National Geodetic Survey in March 1990. EB3654 EB3654.The NAVD 88 height was computed by applying the VERTCON shift value to EB3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3654 EB3654.The Laplace correction was computed from DEFLEC99 derived deflections. EB3654 EB3654.The geoid height was determined by GEOID03. EB3654 EB3654; North East Units Scale Factor Converg. EB3654;SPC NC - 136,395.638 538,104.854 MT 0.99988402 -0 27 07.1 EB3654;SPC NC - 447,491.36 1,765,432.34 sFT 0.99988402 -0 27 07.1 EB3654;UTM 17 - 3,871,171.078 611,080.404 MT 0.99975207 +0 41 51.6 EB3654 EB3654! - Elev Factor x Scale Factor = Combined Factor EB3654!SPC NC - 0.99998874 x 0.99988402 = 0.99987276 EB3654!UTM 17 - 0.99998874 x 0.99975207 = 0.99974081 EB3654 EB3654 SUPERSEDED SURVEY CONTROL EB3654 EB3654 NGVD 29 (03/28/90) 103.1 (m) 338. (f) VERT ANG EB3654 EB3654.Superseded values are not recommended for survey control. EB3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3654.See file dsdata.txt to determine how the superseded data were derived. EB3654 EB3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1108071171(NAD 83) EB3654_MARKER: DE = TRAVERSE STATION DISK EB3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3654_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3654_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3654+STABILITY: SURFACE MOTION EB3654 EB3654 HISTORY - Date Condition Report By EB3654 HISTORY - 1977 MONUMENTED NCGS EB3654 EB3654 STATION DESCRIPTION EB3654 EB3654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3654'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH-NORTHWEST OF EB3654'ROCKINGHAM AND 6.7 MILES SOUTH OF ELLERBE. EB3654' EB3654'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 70 IN EB3654'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 2.85 MILES TO SR 1301 EB3654'CROSSOVER AND STATION IN MEDIAN. EB3654' EB3654'STATION MARK IS A STANDARD DISK STAMPED---CATAWBA 1977---SET IN THE EB3654'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EB3654'THE MARK IS 20.1 FEET EAST OF CENTERLINE OF SOUTH BOUND LANES, 58.7 EB3654'FEET WEST OF CENTERLINE OF NORTH BOUND LANES, 131.4 FEET SOUTH OF EB3654'CENTER OF CROSSOVER, 171.0 FEET NORTH OF END OF CONCRETE SPILLWAY IN EB3654'MEDIAN AND 78.9 FEET EAST OF POWER POLE 11012 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3655 *********************************************************************** EB3655 DESIGNATION - CATAWBA LUMBER CO RADIO MAST EB3655 PID - EB3655 EB3655 STATE/COUNTY- NC/RICHMOND EB3655 USGS QUAD - ROCKINGHAM (1982) EB3655 EB3655 *CURRENT SURVEY CONTROL EB3655 ___________________________________________________________________ EB3655* NAD 83(1986)- 34 58 56.84195(N) 079 46 56.94090(W) ADJUSTED EB3655* NAVD 88 - EB3655 ___________________________________________________________________ EB3655 LAPLACE CORR- -4.28 (seconds) DEFLEC99 EB3655 GEOID HEIGHT- -31.09 (meters) GEOID03 EB3655 EB3655 HORZ ORDER - THIRD EB3655 EB3655.The North Carolina HARNS have been completed but, EB3655.due to contractual restrictions, coordinates for these stations EB3655.will NOT be published in the near future. In the interim, the EB3655.published coordinates in North Carolina will not be EB3655.consistent with the Continuously Operating Reference Stations EB3655.(CORS). The HARN coordinates for these stations are available EB3655.upon request. Contact Gary Thompson(919-733-3836). EB3655. EB3655.In addition, the published North Carolina positions EB3655.(NAD 83 (1986)) are NOT consistent with those determined in EB3655.adjacent state readjustments. The discontinuity between stations EB3655.located in North Carolina and those in adjacent states EB3655.which have been adjusted to the HARN may be as much as 5 EB3655.decimeters. This will result in a significant loss of accuracy EB3655.over lines crossing such state borders. EB3655 EB3655 EB3655.The horizontal coordinates were established by classical geodetic methods EB3655.and adjusted by the National Geodetic Survey in March 1990. EB3655 EB3655 EB3655.The Laplace correction was computed from DEFLEC99 derived deflections. EB3655 EB3655.The geoid height was determined by GEOID03. EB3655 EB3655; North East Units Scale Factor Converg. EB3655;SPC NC - 136,998.087 538,163.541 MT 0.99988357 -0 27 05.9 EB3655;SPC NC - 449,467.89 1,765,624.88 sFT 0.99988357 -0 27 05.9 EB3655;UTM 17 - 3,871,774.504 611,126.985 MT 0.99975220 +0 41 53.2 EB3655 EB3655 SUPERSEDED SURVEY CONTROL EB3655 EB3655.No superseded survey control is available for this station. EB3655 EB3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1112771775(NAD 83) EB3655_MARKER: 42 = RADIO/TV MAST EB3655 EB3655 HISTORY - Date Condition Report By EB3655 HISTORY - 1977 FIRST OBSERVED NCGS EB3655 EB3655 STATION DESCRIPTION EB3655 EB3655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3655'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTH OF ROCKINGHAM EB3655'AND 6.3 MILES SOUTH OF ELLERBE. EB3655' EB3655'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EB3655'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 3.2 MILES TO STATION ON EB3655'LEFT, APPROXIMATELY 175 FEET WEST OF HIGHWAY. TOWER IS 60 FEET TALL, EB3655'TRIANGULAR STRUCTURE WITH RADIO AERIAL ON TOP. EB3655' EB3655'POINT INTERSECTED WAS THE AERIAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9815 *********************************************************************** AG9815 DESIGNATION - CHESTER AG9815 PID - AG9815 AG9815 STATE/COUNTY- NC/RICHMOND AG9815 USGS QUAD - GHIO (1982) AG9815 AG9815 *CURRENT SURVEY CONTROL AG9815 ___________________________________________________________________ AG9815* NAD 83(1986)- 34 50 34.78781(N) 079 40 04.22029(W) ADJUSTED AG9815* NAVD 88 - 120.1 (meters) 394. (feet) VERT ANG AG9815 ___________________________________________________________________ AG9815 LAPLACE CORR- -4.84 (seconds) DEFLEC99 AG9815 GEOID HEIGHT- -31.69 (meters) GEOID03 AG9815 AG9815 HORZ ORDER - SECOND AG9815 AG9815.The North Carolina HARNS have been completed but, AG9815.due to contractual restrictions, coordinates for these stations AG9815.will NOT be published in the near future. In the interim, the AG9815.published coordinates in North Carolina will not be AG9815.consistent with the Continuously Operating Reference Stations AG9815.(CORS). The HARN coordinates for these stations are available AG9815.upon request. Contact Gary Thompson(919-733-3836). AG9815. AG9815.In addition, the published North Carolina positions AG9815.(NAD 83 (1986)) are NOT consistent with those determined in AG9815.adjacent state readjustments. The discontinuity between stations AG9815.located in North Carolina and those in adjacent states AG9815.which have been adjusted to the HARN may be as much as 5 AG9815.decimeters. This will result in a significant loss of accuracy AG9815.over lines crossing such state borders. AG9815 AG9815 AG9815.The horizontal coordinates were established by classical geodetic methods AG9815.and adjusted by the National Geodetic Survey in July 1998. AG9815 AG9815.The orthometric height was determined by vertical angle observations. AG9815 AG9815.The Laplace correction was computed from DEFLEC99 derived deflections. AG9815 AG9815.The geoid height was determined by GEOID03. AG9815 AG9815; North East Units Scale Factor Converg. AG9815;SPC NC - 121,452.185 548,525.901 MT 0.99989788 -0 23 07.6 AG9815;SPC NC - 398,464.38 1,799,622.06 sFT 0.99989788 -0 23 07.6 AG9815;UTM 17 - 3,856,441.261 621,797.477 MT 0.99978284 +0 45 40.3 AG9815 AG9815! - Elev Factor x Scale Factor = Combined Factor AG9815!SPC NC - 0.99998613 x 0.99989788 = 0.99988401 AG9815!UTM 17 - 0.99998613 x 0.99978284 = 0.99976897 AG9815 AG9815 SUPERSEDED SURVEY CONTROL AG9815 AG9815.No superseded survey control is available for this station. AG9815 AG9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2179756441(NAD 83) AG9815_MARKER: DH = HORIZONTAL CONTROL DISK AG9815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9815_STAMPING: CHESTER 1993 AG9815_MARK LOGO: NCGS AG9815_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9815+STABILITY: SURFACE MOTION AG9815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9815+SATELLITE: SATELLITE OBSERVATIONS - 1993 AG9815 AG9815 HISTORY - Date Condition Report By AG9815 HISTORY - 1993 MONUMENTED NCGS AG9815 AG9815 STATION DESCRIPTION AG9815 AG9815'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) AG9815'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF GIBSON AND 4.0 AG9815'MI (6.4 KM) SOUTHEAST OF HAMLET. ALONG NC 381 FOR 2.45 MI (3.94 KM) AG9815'SOUTH FROM US 74 IN HAMLET, TO CHESTER ROAD, IN THE WEST SHOULDER OF AG9815'NC 381, AND ON THE PROLONGATION OF THE CENTERLINE OF CHESTER ROAD. AG9815'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 2 INCHES BELOW THE AG9815'GROUND. LOCATED 14.0 FT (4.3 M) WEST OF THE CENTERLINE OF NC 381, AG9815'118.7 FT (36.2 M) SOUTH-SOUTHEAST OF THE WEST END OF A CULVERT UNDER AG9815'THE HIGHWAY, 76.7 FT (23.4 M) SOUTH-SOUTHWEST OF THE SOUTH END OF A AG9815'DRIVEWAY CULVERT--AND 107.2 FT (32.7 M) NORTHWEST OF A POWER POLE, AND AG9815'31.6 FT (9.6 M) NORTHEAST OF A 12-INCH TWIN TRUNK OAK--BOTH WITH AG9815'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5736 *********************************************************************** EZ5736 DESIGNATION - CHICKENS EZ5736 PID - EZ5736 EZ5736 STATE/COUNTY- NC/RICHMOND EZ5736 USGS QUAD - NORMAN (1983) EZ5736 EZ5736 *CURRENT SURVEY CONTROL EZ5736 ___________________________________________________________________ EZ5736* NAD 83(1986)- 35 09 21.99774(N) 079 38 22.17599(W) ADJUSTED EZ5736* NAVD 88 - 165.5 (meters) 543. (feet) VERTCON EZ5736 ___________________________________________________________________ EZ5736 LAPLACE CORR- -3.63 (seconds) DEFLEC99 EZ5736 GEOID HEIGHT- -31.17 (meters) GEOID03 EZ5736 EZ5736 HORZ ORDER - SECOND EZ5736 EZ5736.The North Carolina HARNS have been completed but, EZ5736.due to contractual restrictions, coordinates for these stations EZ5736.will NOT be published in the near future. In the interim, the EZ5736.published coordinates in North Carolina will not be EZ5736.consistent with the Continuously Operating Reference Stations EZ5736.(CORS). The HARN coordinates for these stations are available EZ5736.upon request. Contact Gary Thompson(919-733-3836). EZ5736. EZ5736.In addition, the published North Carolina positions EZ5736.(NAD 83 (1986)) are NOT consistent with those determined in EZ5736.adjacent state readjustments. The discontinuity between stations EZ5736.located in North Carolina and those in adjacent states EZ5736.which have been adjusted to the HARN may be as much as 5 EZ5736.decimeters. This will result in a significant loss of accuracy EZ5736.over lines crossing such state borders. EZ5736 EZ5736 EZ5736.The horizontal coordinates were established by classical geodetic methods EZ5736.and adjusted by the National Geodetic Survey in March 1990. EZ5736 EZ5736.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5736 EZ5736.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5736 EZ5736.The geoid height was determined by GEOID03. EZ5736 EZ5736; North East Units Scale Factor Converg. EZ5736;SPC NC - 156,167.377 551,341.881 MT 0.99987398 -0 22 08.7 EZ5736;SPC NC - 512,359.14 1,808,860.82 sFT 0.99987398 -0 22 08.7 EZ5736;UTM 17 - 3,891,202.575 623,916.194 MT 0.99978924 +0 47 00.6 EZ5736 EZ5736! - Elev Factor x Scale Factor = Combined Factor EZ5736!SPC NC - 0.99997891 x 0.99987398 = 0.99985290 EZ5736!UTM 17 - 0.99997891 x 0.99978924 = 0.99976816 EZ5736 EZ5736 SUPERSEDED SURVEY CONTROL EZ5736 EZ5736 NGVD 29 (03/28/90) 165.8 (m) 544. (f) VERT ANG EZ5736 EZ5736.Superseded values are not recommended for survey control. EZ5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5736.See file dsdata.txt to determine how the superseded data were derived. EZ5736 EZ5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2391691203(NAD 83) EZ5736_MARKER: DE = TRAVERSE STATION DISK EZ5736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5736_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5736_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5736+STABILITY: SURFACE MOTION EZ5736 EZ5736 HISTORY - Date Condition Report By EZ5736 HISTORY - 1977 MONUMENTED NCGS EZ5736 HISTORY - 1985 GOOD USPSQD EZ5736 HISTORY - 19960405 GOOD USPSQD EZ5736 EZ5736 STATION DESCRIPTION EZ5736 EZ5736'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5736'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE NORTH-NORTHWEST OF EZ5736'DERBY, 3.7 MILES SOUTH-SOUTHWEST OF JACKSON SPRINGS AND 10.0 MILES EZ5736'NORTH-NORTHWEST OF HOFFMAN. EZ5736' EZ5736'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH SR 1003 EZ5736'(RICHMOND-MONTGOMERY COUNTY LINE) AT WINDBLOW, PROCEED SOUTHEASTERLY EZ5736'ALONG SR 1003 FOR 2.0 MILES TO Y INTERSECTION WITH SR 1469 AND STATION EZ5736'ON LEFT IN FORKS. EZ5736' EZ5736'STATION MARK IS A STANDARD DISK STAMPED---CHICKENS 1977---, SET IN THE EZ5736'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5736'SURFACE. THE MARK IS 17.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF SR EZ5736'1003, 52.2 FEET WEST-NORTHWEST OF THE PROLONGATION OF SOUTH TANGENT OF EZ5736'CENTERLINE OF SR 1469, 96.7 FEET NORTH OF ROAD SIGN POST WITH EZ5736'REFERENCE TAG AND 125.0 FEET SOUTH-SOUTHEAST OF POWER POLE 835 WITH EZ5736'REFERENCE TAG. EZ5736 EZ5736 STATION RECOVERY (1985) EZ5736 EZ5736'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5736'RECOVERED IN GOOD CONDITION. EZ5736 EZ5736 STATION RECOVERY (1996) EZ5736 EZ5736'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5736'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9810 *********************************************************************** AG9810 DESIGNATION - COGGINS AZ MK AG9810 PID - AG9810 AG9810 STATE/COUNTY- NC/RICHMOND AG9810 USGS QUAD - ROCKINGHAM (1982) AG9810 AG9810 *CURRENT SURVEY CONTROL AG9810 ___________________________________________________________________ AG9810* NAD 83(1986)- 34 59 26.57386(N) 079 48 19.94923(W) ADJUSTED AG9810* NAVD 88 - 113.5 (meters) 372. (feet) VERT ANG AG9810 ___________________________________________________________________ AG9810 LAPLACE CORR- -3.73 (seconds) DEFLEC99 AG9810 GEOID HEIGHT- -31.02 (meters) GEOID03 AG9810 AG9810 HORZ ORDER - SECOND AG9810 AG9810.The North Carolina HARNS have been completed but, AG9810.due to contractual restrictions, coordinates for these stations AG9810.will NOT be published in the near future. In the interim, the AG9810.published coordinates in North Carolina will not be AG9810.consistent with the Continuously Operating Reference Stations AG9810.(CORS). The HARN coordinates for these stations are available AG9810.upon request. Contact Gary Thompson(919-733-3836). AG9810. AG9810.In addition, the published North Carolina positions AG9810.(NAD 83 (1986)) are NOT consistent with those determined in AG9810.adjacent state readjustments. The discontinuity between stations AG9810.located in North Carolina and those in adjacent states AG9810.which have been adjusted to the HARN may be as much as 5 AG9810.decimeters. This will result in a significant loss of accuracy AG9810.over lines crossing such state borders. AG9810 AG9810 AG9810.The horizontal coordinates were established by classical geodetic methods AG9810.and adjusted by the National Geodetic Survey in July 1998. AG9810 AG9810.The orthometric height was determined by vertical angle observations. AG9810 AG9810.The Laplace correction was computed from DEFLEC99 derived deflections. AG9810 AG9810.The geoid height was determined by GEOID03. AG9810 AG9810; North East Units Scale Factor Converg. AG9810;SPC NC - 137,931.029 536,065.928 MT 0.99988291 -0 27 53.8 AG9810;SPC NC - 452,528.72 1,758,742.97 sFT 0.99988291 -0 27 53.8 AG9810;UTM 17 - 3,872,665.045 609,011.356 MT 0.99974646 +0 41 06.1 AG9810 AG9810! - Elev Factor x Scale Factor = Combined Factor AG9810!SPC NC - 0.99998705 x 0.99988291 = 0.99986996 AG9810!UTM 17 - 0.99998705 x 0.99974646 = 0.99973351 AG9810 AG9810 SUPERSEDED SURVEY CONTROL AG9810 AG9810.No superseded survey control is available for this station. AG9810 AG9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0901172665(NAD 83) AG9810_MARKER: DZ = AZIMUTH MARK DISK AG9810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9810_STAMPING: COGGINS 1993 AG9810_MARK LOGO: NCGS AG9810_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9810+STABILITY: SURFACE MOTION AG9810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9810+SATELLITE: SATELLITE OBSERVATIONS - 1993 AG9810 AG9810 HISTORY - Date Condition Report By AG9810 HISTORY - 1993 MONUMENTED NCGS AG9810 AG9810 STATION DESCRIPTION AG9810 AG9810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 AG9810'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF ROCKIGNHAM AG9810'AND 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF ELLERBE. PROCEED ALONG US 74 AG9810'FOR 1.35 MI (2.17 KM) NORTHWEST FROM US 220, THENCE NORTH FOR 2.95 MI AG9810'(4.75 KM) ALONG SR 1005 (CARTLEDGE CREEK ROAD), THENCE EAST FOR 0.25 AG9810'MI (0.40 KM) ALONG SR 1303 (DAVE KINGS ROAD) TO A WOODS ROAD LEADING AG9810'NORTH AND STATION. MARK IS ABOUT 1-FOOT LOWER THAN THE ROAD. LOCATED AG9810'13.8 FT (4.2 M) SOUTH OF THE CENTERLINE OF SR 1303, 6.0 FT (1.8 M) AG9810'EAST OF THE CENTERLINE OF A WOODS ROAD--AND 29.2 FT (8.9 M) NORTHWEST AG9810'OF A 4-INCH PINE, 68.6 FT (20.9 M) SOUTHWEST OF A 12-INCH PINE, AND AG9810'78.4 FT (23.9 M) SOUTHEAST OF A 4-INCH PINE--ALL THREE WITH REFERENCE AG9810'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2827 *********************************************************************** EB2827 DESIGNATION - COGNAC EB2827 PID - EB2827 EB2827 STATE/COUNTY- NC/RICHMOND EB2827 USGS QUAD - MARSTON (1982) EB2827 EB2827 *CURRENT SURVEY CONTROL EB2827 ___________________________________________________________________ EB2827* NAD 83(1986)- 34 58 30.60541(N) 079 36 13.21996(W) ADJUSTED EB2827* NAVD 88 - 122. (meters) 400. (feet) SCALED EB2827 ___________________________________________________________________ EB2827 LAPLACE CORR- -4.88 (seconds) DEFLEC99 EB2827 GEOID HEIGHT- -31.65 (meters) GEOID03 EB2827 EB2827 HORZ ORDER - FIRST EB2827 EB2827.The North Carolina HARNS have been completed but, EB2827.due to contractual restrictions, coordinates for these stations EB2827.will NOT be published in the near future. In the interim, the EB2827.published coordinates in North Carolina will not be EB2827.consistent with the Continuously Operating Reference Stations EB2827.(CORS). The HARN coordinates for these stations are available EB2827.upon request. Contact Gary Thompson(919-733-3836). EB2827. EB2827.In addition, the published North Carolina positions EB2827.(NAD 83 (1986)) are NOT consistent with those determined in EB2827.adjacent state readjustments. The discontinuity between stations EB2827.located in North Carolina and those in adjacent states EB2827.which have been adjusted to the HARN may be as much as 5 EB2827.decimeters. This will result in a significant loss of accuracy EB2827.over lines crossing such state borders. EB2827 EB2827 EB2827.The horizontal coordinates were established by classical geodetic methods EB2827.and adjusted by the National Geodetic Survey in July 1986. EB2827 EB2827.The orthometric height was scaled from a topographic map. EB2827 EB2827.The Laplace correction was computed from DEFLEC99 derived deflections. EB2827 EB2827.The geoid height was determined by GEOID03. EB2827 EB2827; North East Units Scale Factor Converg. EB2827;SPC NC - 136,075.697 554,483.170 MT 0.99988418 -0 20 54.3 EB2827;SPC NC - 446,441.68 1,819,166.87 sFT 0.99988418 -0 20 54.3 EB2827;UTM 17 - 3,871,179.708 627,460.065 MT 0.99980023 +0 48 01.8 EB2827 EB2827! - Elev Factor x Scale Factor = Combined Factor EB2827!SPC NC - 0.99998586 x 0.99988418 = 0.99987004 EB2827!UTM 17 - 0.99998586 x 0.99980023 = 0.99978609 EB2827 EB2827: Primary Azimuth Mark Grid Az EB2827:SPC NC - MARSTON 055 29 21.5 EB2827:UTM 17 - MARSTON 054 20 25.4 EB2827 EB2827|---------------------------------------------------------------------| EB2827| PID Reference Object Distance Geod. Az | EB2827| dddmmss.s | EB2827| EB2828 MARSTON APPROX. 4.0 KM 0550827.2 | EB2827| EB3206 COGNAC RM 24.140 METERS 13107 | EB2827|---------------------------------------------------------------------| EB2827 EB2827 SUPERSEDED SURVEY CONTROL EB2827 EB2827 NAD 27 - 34 58 30.04948(N) 079 36 14.04651(W) AD( ) 1 EB2827 EB2827.Superseded values are not recommended for survey control. EB2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2827.See file dsdata.txt to determine how the superseded data were derived. EB2827 EB2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2746071180(NAD 83) EB2827_MARKER: DS = TRIANGULATION STATION DISK EB2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2827 EB2827 HISTORY - Date Condition Report By EB2827 HISTORY - 1918 MONUMENTED CGS EB2827 HISTORY - 1933 GOOD CGS EB2827 HISTORY - 1943 GOOD USE EB2827 EB2827 STATION DESCRIPTION EB2827 EB2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EB2827'ABOUT 16 MILES SOUTH OF ABERDEEN, AT INTERSECTION OF TANGENTS EB2827'TO EAST RAIL AT FIRST CURVE NORTH OF MILEPOST 245 OF SEABOARD EB2827'AIR LINE RAILWAY, ABOUT 100 YARDS WEST OF WEST RAIL, ABOUT 250 EB2827'YARDS SOUTH OF JUNCTION OF UNITED STATES ROUTE 1 AND NORTH EB2827'CAROLINA ROUTE 204, 66 FEET WEST OF CENTER LINE OF ROUTE 204, EB2827'33 FEET WEST OF TELEPHONE POLE, AND ON PLOT OF GROUND COVERED EB2827'WITH SMALL OAK TREES. SURFACE MARK IS A STANDARD DISK STATION EB2827'MARK IN CONCRETE. UNDERGROUND MARK IS COPPER BOLT IN EB2827'CONCRETE. REFERENCE MARK WAS STANDARD REFERENCE EB2827'DISK IN CONCRETE, ABOUT 65 YARDS WEST OF WEST RAIL, EB2827'ABOUT 1 YARD WEST OF 10-INCH OAK TREE, AND 24.14 METERS (79.2 EB2827'FEET) FROM STATION,BEARING S 48 DEG 53 MIN E. MARK WAS NOT EB2827'RECOVERED IN 1933. AS IT AND OAK TREE WERE PROBABLY EB2827'DESTROYED IN CONSTRUCTION OF ROUTE 204. EB2827' EB2827'AZIMUTH MARK, ESTABLISHED IN 1933, IS A STANDARD REFERENCE EB2827'DISK IN CONCRETE, JUST NORTH OF JUNCTION OF EB2827'UNITED STATES ROUTE 1 AND NORTH CAROLINA ROUTE 204, 27 FEET EB2827'WEST OF CENTER LINE OF ROUTE 1, ABOUT 100 YARDS NORTH OF GULF EB2827'FILLING STATION AND COUNTRY STORE IN V OF JUNCTION, 89 FEET NORTH EB2827'OF CONCRETE CULVERT, 4 FEET SOUTH OF MILEAGE SIGNPOST, AND EB2827'APPROXIMATELY 0.2 MILE FROM STATION, BEARING N 48 DEG 16 MIN E. EB2827'STATION MARSTON (SEE DESCRIPTION AND GEOGRAPHIC EB2827'POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING N 55 DEG 09 MIN E. EB2827 EB2827 STATION RECOVERY (1943) EB2827 EB2827'RECOVERY NOTE BY US ENGINEERS 1943 EB2827'FOUND AS DESCRIBED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2973 *********************************************************************** EB2973 DESIGNATION - COLTRANE EB2973 PID - EB2973 EB2973 STATE/COUNTY- NC/RICHMOND EB2973 USGS QUAD - ROCKINGHAM (1982) EB2973 EB2973 *CURRENT SURVEY CONTROL EB2973 ___________________________________________________________________ EB2973* NAD 83(1986)- 34 55 49.44481(N) 079 45 02.83523(W) ADJUSTED EB2973* NAVD 88 - 91.6 (meters) 301. (feet) VERTCON EB2973 ___________________________________________________________________ EB2973 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EB2973 GEOID HEIGHT- -31.26 (meters) GEOID03 EB2973 EB2973 HORZ ORDER - SECOND EB2973 EB2973.The North Carolina HARNS have been completed but, EB2973.due to contractual restrictions, coordinates for these stations EB2973.will NOT be published in the near future. In the interim, the EB2973.published coordinates in North Carolina will not be EB2973.consistent with the Continuously Operating Reference Stations EB2973.(CORS). The HARN coordinates for these stations are available EB2973.upon request. Contact Gary Thompson(919-733-3836). EB2973. EB2973.In addition, the published North Carolina positions EB2973.(NAD 83 (1986)) are NOT consistent with those determined in EB2973.adjacent state readjustments. The discontinuity between stations EB2973.located in North Carolina and those in adjacent states EB2973.which have been adjusted to the HARN may be as much as 5 EB2973.decimeters. This will result in a significant loss of accuracy EB2973.over lines crossing such state borders. EB2973 EB2973 EB2973.The horizontal coordinates were established by classical geodetic methods EB2973.and adjusted by the National Geodetic Survey in July 1986. EB2973 EB2973.The NAVD 88 height was computed by applying the VERTCON shift value to EB2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2973 EB2973.The Laplace correction was computed from DEFLEC99 derived deflections. EB2973 EB2973.The geoid height was determined by GEOID03. EB2973 EB2973; North East Units Scale Factor Converg. EB2973;SPC NC - 131,201.621 541,013.536 MT 0.99988823 -0 25 60.0 EB2973;SPC NC - 430,450.65 1,774,975.24 sFT 0.99988823 -0 25 60.0 EB2973;UTM 17 - 3,866,037.107 614,092.278 MT 0.99976043 +0 42 55.3 EB2973 EB2973! - Elev Factor x Scale Factor = Combined Factor EB2973!SPC NC - 0.99999052 x 0.99988823 = 0.99987875 EB2973!UTM 17 - 0.99999052 x 0.99976043 = 0.99975096 EB2973 EB2973: Primary Azimuth Mark Grid Az EB2973:SPC NC - COURT 344 33 49.8 EB2973:UTM 17 - COURT 343 24 54.5 EB2973 EB2973|---------------------------------------------------------------------| EB2973| PID Reference Object Distance Geod. Az | EB2973| dddmmss.s | EB2973| EB2972 GLENWOOD 263.275 METERS 18125 | EB2973| EB2957 COURT APPROX. 1.7 KM 3440749.8 | EB2973|---------------------------------------------------------------------| EB2973 EB2973 SUPERSEDED SURVEY CONTROL EB2973 EB2973 NAD 27 - 34 55 48.88694(N) 079 45 03.63752(W) AD( ) 2 EB2973 NGVD 29 (07/19/86) 91.9 (m) 302. (f) VERT ANG EB2973 EB2973.Superseded values are not recommended for survey control. EB2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2973.See file dsdata.txt to determine how the superseded data were derived. EB2973 EB2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1409266037(NAD 83) EB2973_MARKER: DE = TRAVERSE STATION DISK EB2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2973_STAMPING: COLTRANE 1970 EB2973_MARK LOGO: NCGS EB2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2973+STABILITY: SURFACE MOTION EB2973 EB2973 HISTORY - Date Condition Report By EB2973 HISTORY - 1970 MONUMENTED NCGS EB2973 EB2973 STATION DESCRIPTION EB2973 EB2973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2973'COLTRANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISED IN EB2973'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2973' EB2973'COLTRANE IS LOCATED APPROXIMATELY 1.1 MILES ESE OF ROCKINGHAM. TO EB2973'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 (FAYETTEVILLE EB2973'RD.) AND SR 1646 (LONG RD.) ON THE EAST SIDE OF ROCKINGHAM, GO SOUTH EB2973'ON SR 1646 FOR 1.05 MILE TO STATION ON LEFT AT EDGE OF WOODS ACROSS EB2973'FROM JENKINS AUTO SUPPLY CO., AND 0.2 MILE NORTH OF SR 1624. EB2973' EB2973'STATION MARK IS STANDARD MARK IS A STANDARD N. C. TRAVERSE DISK, EB2973'STAMPED COLTRANE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE EB2973'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2973' EB2973'MARK IS EB2973' EB2973'109.9 FEET E OF C/L OF SR 1646. EB2973'11.2 FEET NE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EB2973'13.7 FEET NW OF ALUMINUM REF. TAG ON 5 INCH PINE TREE. EB2973'39.5 FEET SW OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EB2973'29.4 FEET NE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5738 *********************************************************************** EZ5738 DESIGNATION - COOPER EZ5738 PID - EZ5738 EZ5738 STATE/COUNTY- NC/RICHMOND EZ5738 USGS QUAD - ELLERBE (1982) EZ5738 EZ5738 *CURRENT SURVEY CONTROL EZ5738 ___________________________________________________________________ EZ5738* NAD 83(1986)- 35 02 31.48877(N) 079 50 03.77439(W) ADJUSTED EZ5738* NAVD 88 - 152.4 (meters) 500. (feet) VERTCON EZ5738 ___________________________________________________________________ EZ5738 LAPLACE CORR- -3.17 (seconds) DEFLEC99 EZ5738 GEOID HEIGHT- -30.89 (meters) GEOID03 EZ5738 EZ5738 HORZ ORDER - SECOND EZ5738 EZ5738.The North Carolina HARNS have been completed but, EZ5738.due to contractual restrictions, coordinates for these stations EZ5738.will NOT be published in the near future. In the interim, the EZ5738.published coordinates in North Carolina will not be EZ5738.consistent with the Continuously Operating Reference Stations EZ5738.(CORS). The HARN coordinates for these stations are available EZ5738.upon request. Contact Gary Thompson(919-733-3836). EZ5738. EZ5738.In addition, the published North Carolina positions EZ5738.(NAD 83 (1986)) are NOT consistent with those determined in EZ5738.adjacent state readjustments. The discontinuity between stations EZ5738.located in North Carolina and those in adjacent states EZ5738.which have been adjusted to the HARN may be as much as 5 EZ5738.decimeters. This will result in a significant loss of accuracy EZ5738.over lines crossing such state borders. EZ5738 EZ5738 EZ5738.The horizontal coordinates were established by classical geodetic methods EZ5738.and adjusted by the National Geodetic Survey in March 1990. EZ5738 EZ5738.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5738 EZ5738.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5738 EZ5738.The geoid height was determined by GEOID03. EZ5738 EZ5738; North East Units Scale Factor Converg. EZ5738;SPC NC - 143,650.402 533,481.139 MT 0.99987925 -0 28 53.7 EZ5738;SPC NC - 471,293.03 1,750,262.70 sFT 0.99987925 -0 28 53.7 EZ5738;UTM 17 - 3,878,330.586 606,312.630 MT 0.99973929 +0 40 09.6 EZ5738 EZ5738! - Elev Factor x Scale Factor = Combined Factor EZ5738!SPC NC - 0.99998093 x 0.99987925 = 0.99986018 EZ5738!UTM 17 - 0.99998093 x 0.99973929 = 0.99972022 EZ5738 EZ5738 SUPERSEDED SURVEY CONTROL EZ5738 EZ5738 NGVD 29 (03/28/90) 152.7 (m) 501. (f) VERT ANG EZ5738 EZ5738.Superseded values are not recommended for survey control. EZ5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5738.See file dsdata.txt to determine how the superseded data were derived. EZ5738 EZ5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0631378331(NAD 83) EZ5738_MARKER: DE = TRAVERSE STATION DISK EZ5738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5738_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5738_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5738+STABILITY: SURFACE MOTION EZ5738 EZ5738 HISTORY - Date Condition Report By EZ5738 HISTORY - 1977 MONUMENTED NCGS EZ5738 EZ5738 STATION DESCRIPTION EZ5738 EZ5738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5738'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES SOUTHWEST OF ELLERBE EZ5738'AND 8.0 MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5738' EZ5738'TO REACH THE STATION FROM THE INTERSECTION OF SR 1148, SR 1308 AND EZ5738'SR 1309 (AT MT. PLASANT CHURCH) WEST OF ELLERBE, PROCEED WESTERLY EZ5738'ALONG SR 1148 FOR 2.1 MILES TO SR 1147 WHICH FORKS LEFT, THENCE SOUTH EZ5738'SOUTHWEST ALONG SR 1147 FOR 0.8 MILE TO DIRT DRIVEWAY ON LEFT AT EZ5738'RALPH L COOPERS BRICK HOUSE AND AT REAR OF RESIDENCE WITH A GOOD VIEW EZ5738'OFF FROM THE EAST AROUND TO THE SOUTH. EZ5738' EZ5738'STATION MARK IS A STANDARD DISK STAMPED----COOPER 1977---SET IN THE EZ5738'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ5738'THE MARK IS 60.7 FEET SOUTH-SOUTHWEST OF 14 INCH PECAN, 82.5 FEET EZ5738'SOUTHEAST OF SOUTHEAST CORNER OF BRICK HOUSE, 105.4 FEET EAST OF 12 EZ5738'INCH PECAN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5739 *********************************************************************** EZ5739 DESIGNATION - COOPER AZ MK EZ5739 PID - EZ5739 EZ5739 STATE/COUNTY- NC/RICHMOND EZ5739 USGS QUAD - ELLERBE (1982) EZ5739 EZ5739 *CURRENT SURVEY CONTROL EZ5739 ___________________________________________________________________ EZ5739* NAD 83(1986)- 35 02 20.18771(N) 079 50 12.04960(W) ADJUSTED EZ5739* NAVD 88 - 142.7 (meters) 468. (feet) VERTCON EZ5739 ___________________________________________________________________ EZ5739 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EZ5739 GEOID HEIGHT- -30.89 (meters) GEOID03 EZ5739 EZ5739 HORZ ORDER - SECOND EZ5739 EZ5739.The North Carolina HARNS have been completed but, EZ5739.due to contractual restrictions, coordinates for these stations EZ5739.will NOT be published in the near future. In the interim, the EZ5739.published coordinates in North Carolina will not be EZ5739.consistent with the Continuously Operating Reference Stations EZ5739.(CORS). The HARN coordinates for these stations are available EZ5739.upon request. Contact Gary Thompson(919-733-3836). EZ5739. EZ5739.In addition, the published North Carolina positions EZ5739.(NAD 83 (1986)) are NOT consistent with those determined in EZ5739.adjacent state readjustments. The discontinuity between stations EZ5739.located in North Carolina and those in adjacent states EZ5739.which have been adjusted to the HARN may be as much as 5 EZ5739.decimeters. This will result in a significant loss of accuracy EZ5739.over lines crossing such state borders. EZ5739 EZ5739 EZ5739.The horizontal coordinates were established by classical geodetic methods EZ5739.and adjusted by the National Geodetic Survey in March 1990. EZ5739 EZ5739.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5739 EZ5739.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5739 EZ5739.The geoid height was determined by GEOID03. EZ5739 EZ5739; North East Units Scale Factor Converg. EZ5739;SPC NC - 143,303.956 533,268.503 MT 0.99987945 -0 28 58.5 EZ5739;SPC NC - 470,156.40 1,749,565.08 sFT 0.99987945 -0 28 58.5 EZ5739;UTM 17 - 3,877,979.989 606,107.024 MT 0.99973876 +0 40 04.7 EZ5739 EZ5739! - Elev Factor x Scale Factor = Combined Factor EZ5739!SPC NC - 0.99998245 x 0.99987945 = 0.99986190 EZ5739!UTM 17 - 0.99998245 x 0.99973876 = 0.99972122 EZ5739 EZ5739 SUPERSEDED SURVEY CONTROL EZ5739 EZ5739 NGVD 29 (03/28/90) 143.0 (m) 469. (f) VERT ANG EZ5739 EZ5739.Superseded values are not recommended for survey control. EZ5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5739.See file dsdata.txt to determine how the superseded data were derived. EZ5739 EZ5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0610777980(NAD 83) EZ5739_MARKER: DE = TRAVERSE STATION DISK EZ5739_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5739 EZ5739 HISTORY - Date Condition Report By EZ5739 HISTORY - 1977 MONUMENTED NCGS EZ5739 EZ5739 STATION DESCRIPTION EZ5739 EZ5739'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5739'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES SOUTHWEST OF ELLERBE EZ5739'AND 7.8 MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5739' EZ5739'TO REACH THE STATION FROM THE INTERSECTION OF SR 1148, SR 1308 AND EZ5739'SR 1309 (AT MT. PLEASANT CHURCH) WEST OF ELLERBE, PROCEED WESTERLY EZ5739'ALONG SR 1148 FOR 2.1 MILES TO SR 1147 WHICH FORKS LEFT, THENCE 1.0 EZ5739'MILE SOUTH-SOUTHWEST ALONG SR 1147 TO STATION ON LEFT BANK AT EZ5739'BEGINNING OF CURVE. EZ5739' EZ5739'STATION MARK IS A STANDARD DISK STAMPED---COOPER AZIMUTH 1977---SET IN EZ5739'THE TOP OF A CONCRETE PRECAST WHICH IS 6 INCHES ABOVE THE GROUND EZ5739'SURFACE. THE MARK IS 54.2 FEET EAST OF CENTERLINE OF SR 1147 AND 8.6 EZ5739'FEET WEST-NORTHWEST OF 4 INCH PINE, 15.7 FEET WEST-SOUTHWEST OF 4 EZ5739'INCH PINE AND 37.4 FEET NORTH OF 3 INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2991 *********************************************************************** EB2991 DESIGNATION - CORDOVA 2 EB2991 PID - EB2991 EB2991 STATE/COUNTY- NC/RICHMOND EB2991 USGS QUAD - ROCKINGHAM (1982) EB2991 EB2991 *CURRENT SURVEY CONTROL EB2991 ___________________________________________________________________ EB2991* NAD 83(1986)- 34 53 46.71716(N) 079 48 23.35157(W) ADJUSTED EB2991* NAVD 88 - 89.459 (meters) 293.50 (feet) ADJUSTED EB2991 ___________________________________________________________________ EB2991 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EB2991 GEOID HEIGHT- -31.17 (meters) GEOID03 EB2991 DYNAMIC HT - 89.378 (meters) 293.23 (feet) COMP EB2991 MODELED GRAV- 979,730.4 (mgal) NAVD 88 EB2991 EB2991 HORZ ORDER - SECOND EB2991 VERT ORDER - SECOND CLASS II EB2991 EB2991.The North Carolina HARNS have been completed but, EB2991.due to contractual restrictions, coordinates for these stations EB2991.will NOT be published in the near future. In the interim, the EB2991.published coordinates in North Carolina will not be EB2991.consistent with the Continuously Operating Reference Stations EB2991.(CORS). The HARN coordinates for these stations are available EB2991.upon request. Contact Gary Thompson(919-733-3836). EB2991. EB2991.In addition, the published North Carolina positions EB2991.(NAD 83 (1986)) are NOT consistent with those determined in EB2991.adjacent state readjustments. The discontinuity between stations EB2991.located in North Carolina and those in adjacent states EB2991.which have been adjusted to the HARN may be as much as 5 EB2991.decimeters. This will result in a significant loss of accuracy EB2991.over lines crossing such state borders. EB2991 EB2991 EB2991.The horizontal coordinates were established by classical geodetic methods EB2991.and adjusted by the National Geodetic Survey in July 1998. EB2991 EB2991.The orthometric height was determined by differential leveling EB2991.and adjusted by the National Geodetic Survey in August 2000. EB2991.No vertical observational check was made to the station. EB2991 EB2991.The Laplace correction was computed from DEFLEC99 derived deflections. EB2991 EB2991.The geoid height was determined by GEOID03. EB2991 EB2991.The dynamic height is computed by dividing the NAVD 88 EB2991.geopotential number by the normal gravity value computed on the EB2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2991.degrees latitude (g = 980.6199 gals.). EB2991 EB2991.The modeled gravity was interpolated from observed gravity values. EB2991 EB2991; North East Units Scale Factor Converg. EB2991;SPC NC - 127,460.050 535,894.579 MT 0.99989172 -0 27 55.7 EB2991;SPC NC - 418,175.18 1,758,180.80 sFT 0.99989172 -0 27 55.7 EB2991;UTM 17 - 3,862,194.209 609,050.034 MT 0.99974656 +0 40 58.3 EB2991 EB2991! - Elev Factor x Scale Factor = Combined Factor EB2991!SPC NC - 0.99999085 x 0.99989172 = 0.99988257 EB2991!UTM 17 - 0.99999085 x 0.99974656 = 0.99973741 EB2991 EB2991: Primary Azimuth Mark Grid Az EB2991:SPC NC - CORDOVA RM 2 AZIMUTH 222 22 23.6 EB2991:UTM 17 - CORDOVA RM 2 AZIMUTH 221 13 29.6 EB2991 EB2991|---------------------------------------------------------------------| EB2991| PID Reference Object Distance Geod. Az | EB2991| dddmmss.s | EB2991| EB3209 CORDOVA 2 RM 4 9.470 METERS 13323 | EB2991| EB2980 CORDOVA RM 2 AZIMUTH APPROX. 0.5 KM 2215427.9 | EB2991| EB2950 CORDOVA RESET 6.316 METERS 24948 | EB2991| EB3208 CORDOVA RM 3 27.633 METERS 26407 | EB2991|---------------------------------------------------------------------| EB2991 EB2991 SUPERSEDED SURVEY CONTROL EB2991 EB2991 NAD 83(1986)- 34 53 46.71729(N) 079 48 23.35107(W) AD( ) 3 EB2991 NAD 27 - 34 53 46.15577(N) 079 48 24.14952(W) AD( ) 3 EB2991 NGVD 29 (07/19/86) 89.8 (m) 295. (f) VERT ANG EB2991 EB2991.Superseded values are not recommended for survey control. EB2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2991.See file dsdata.txt to determine how the superseded data were derived. EB2991 EB2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0905062194(NAD 83) EB2991_MARKER: DH = HORIZONTAL CONTROL DISK EB2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2991_STAMPING: CORDOVA 2 1979 EB2991_MARK LOGO: NGS EB2991_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2991+STABILITY: SURFACE MOTION EB2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2991+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998 EB2991 EB2991 HISTORY - Date Condition Report By EB2991 HISTORY - 1979 MONUMENTED NGS EB2991 HISTORY - 19930921 GOOD NCGS EB2991 HISTORY - 19980202 GOOD NCGS EB2991 EB2991 STATION DESCRIPTION EB2991 EB2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) EB2991'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF ROCKINGHAM ALONG EB2991'THE SOUTHEAST SIDE OF U.S. HIGHWAY 1, ON PROPERTY OWNED BY EB2991'MR. NICHOLAS DOCKERY WHO LIVES AT 1610 PLUM NELLY ROAD, ROCKINGHAM, EB2991'NORTH CAROLINA. TELEPHONE NUMBER 895-4968. THIS STATION WAS EB2991'ESTABLISHED BECAUSE CORDOVA 1933 IS VERY NEAR A DITCH, HOWEVER THE EB2991'OLD STATION WAS NOT DESTROYED. EB2991' EB2991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 1 EB2991'WHICH IS ABOUT 1 MILE SOUTH OF THE CENTER OF ROCKINGHAM, GO SOUTH EB2991'ON U.S. HIGHWAY 1 FOR 2.15 MILES TO THE JUNCTION WITH SR 1108, A EB2991'PAVED CROSSROADS. CONTINUE SOUTHERLY ON U.S. 1 FOR 0.5 MILES TO EB2991'THE THIRD RISE AND THE STATION ON THE LEFT AT THE NORTHEAST END OF EB2991'A FIELD OF GRAPES. EB2991' EB2991'THE STATION MARKS ARE STANDARD DISKS STAMPED---CORDOVA 2 1979---SET EB2991'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED EB2991'10-INCHES BELOW THE GROUND. THE UNDERGROUND MARK IS SET IN AN EB2991'IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE GROUND SURFACE. THEY ARE EB2991'242 FEET SOUTH-SOUTHWEST OF POWERLINE POLE 7893 WHICH HAS A NCGS EB2991'METAL TAG, 84.3 FEET EAST OF POWERLINE POLE 7894 WHICH ALSO HAS A EB2991'METAL TAG, 36.6 FEET SOUTHEAST OF THE CENTER LINE OF U.S. 1, 3 FEET EB2991'NORTHEAST OF THE NORTHEAST END OF GRAPE ARBORS AND 1.5 FEET NORTHWEST EB2991'OF A METAL WITNESS POST AND SIGN. EB2991' EB2991'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---CORDOVA NO 3 1933--- EB2991'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 EB2991'INCHES. IT IS 28 FEET NORTHWEST CENTERLINE U.S. HIGHWAY 1, 16.5 FEET EB2991'SOUTH-SOUTHWEST OF POWERLINE POLE 7894 AND 5 FEET NORTHWEST OF GRADER EB2991'DITCH. THE ARROW IS POINTING ABOUT 180 DEGREES CLOCKWISE FROM THE EB2991'STATION MARK. EB2991' EB2991'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CORDOVA 2 NO 4 1979--- EB2991'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH EB2991'THE GROUND AND 6 INCHES NORTHEAST OF THE END POST OF THE 4TH ROW EB2991'OF GRAPE ARBORS. IT IS 67 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1 EB2991'AND ABOUT EB2991 EB2991 STATION RECOVERY (1993) EB2991 EB2991'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB2991'RECOVERED AS DESCRIBED. EB2991 EB2991 STATION RECOVERY (1998) EB2991 EB2991'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB2991'RECOVERED AS DESCRIBED. MARK IS 35.8 FT (10.9 M) SOUTHEAST OF EB2991'CENTERLINE OF US-1 HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3209 *********************************************************************** EB3209 DESIGNATION - CORDOVA 2 RM 4 EB3209 PID - EB3209 EB3209 STATE/COUNTY- NC/RICHMOND EB3209 USGS QUAD - ROCKINGHAM (1982) EB3209 EB3209 *CURRENT SURVEY CONTROL EB3209 ___________________________________________________________________ EB3209* NAD 83(1986)- 34 53 46.50609(N) 079 48 23.08047(W) ADJUSTED EB3209* NAVD 88 - 90. (meters) 295. (feet) SCALED EB3209 ___________________________________________________________________ EB3209 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EB3209 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3209 EB3209 HORZ ORDER - THIRD EB3209 EB3209.The North Carolina HARNS have been completed but, EB3209.due to contractual restrictions, coordinates for these stations EB3209.will NOT be published in the near future. In the interim, the EB3209.published coordinates in North Carolina will not be EB3209.consistent with the Continuously Operating Reference Stations EB3209.(CORS). The HARN coordinates for these stations are available EB3209.upon request. Contact Gary Thompson(919-733-3836). EB3209. EB3209.In addition, the published North Carolina positions EB3209.(NAD 83 (1986)) are NOT consistent with those determined in EB3209.adjacent state readjustments. The discontinuity between stations EB3209.located in North Carolina and those in adjacent states EB3209.which have been adjusted to the HARN may be as much as 5 EB3209.decimeters. This will result in a significant loss of accuracy EB3209.over lines crossing such state borders. EB3209 EB3209 EB3209.The horizontal coordinates were established by classical geodetic methods EB3209.and adjusted by the National Geodetic Survey in July 1998. EB3209 EB3209.The orthometric height was scaled from a topographic map. EB3209 EB3209.The Laplace correction was computed from DEFLEC99 derived deflections. EB3209 EB3209.The geoid height was determined by GEOID03. EB3209 EB3209; North East Units Scale Factor Converg. EB3209;SPC NC - 127,453.491 535,901.409 MT 0.99989172 -0 27 55.6 EB3209;SPC NC - 418,153.66 1,758,203.21 sFT 0.99989172 -0 27 55.6 EB3209;UTM 17 - 3,862,187.788 609,056.992 MT 0.99974658 +0 40 58.5 EB3209 EB3209! - Elev Factor x Scale Factor = Combined Factor EB3209!SPC NC - 0.99999080 x 0.99989172 = 0.99988252 EB3209!UTM 17 - 0.99999080 x 0.99974658 = 0.99973738 EB3209 EB3209 SUPERSEDED SURVEY CONTROL EB3209 EB3209.No superseded survey control is available for this station. EB3209 EB3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0905762188(NAD 83) EB3209_MARKER: DR = REFERENCE MARK DISK EB3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3209_STAMPING: CORDOVA 2 NO 4 1979 EB3209_MARK LOGO: NGS EB3209_MAGNETIC: N = NO MAGNETIC MATERIAL EB3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3209+STABILITY: SURFACE MOTION EB3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3209+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995 EB3209 EB3209 HISTORY - Date Condition Report By EB3209 HISTORY - 1979 MONUMENTED NGS EB3209 HISTORY - 19950201 GOOD NCGS EB3209 EB3209 STATION DESCRIPTION EB3209 EB3209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB3209'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF ROCKINGHAM. ALONG US EB3209'1 FOR 2.65 MI (4.26 KM) SOUTH FROM US 220 TO THIRD RISE IN THE EB3209'HIGHWAY, ON LEFT ACROSS A DITCH, OR 0.5 MI (0.8 KM) SOUTH OF SR 1108 EB3209'(SALYN ROAD). MARK IS FLUSH WITH GROUND. LOCATED 67.0 FT (20.4 M) EB3209'SOUTHEAST OF THE CENTERLINE OF US 1, 29.9 FT (9.1 M) SOUTHEAST OF A EB3209'WITNESS POST, 44.3 FT (13.5 M) EAST OF STATION--CORDOVA--, AND 31.1 FT EB3209'(9.5 M) SOUTH OF STATION--CORDOVA 2--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2980 *********************************************************************** EB2980 DESIGNATION - CORDOVA RM 2 AZIMUTH EB2980 PID - EB2980 EB2980 STATE/COUNTY- NC/RICHMOND EB2980 USGS QUAD - ROCKINGHAM (1982) EB2980 EB2980 *CURRENT SURVEY CONTROL EB2980 ___________________________________________________________________ EB2980* NAD 83(1986)- 34 53 33.81440(N) 079 48 37.40586(W) ADJUSTED EB2980* NAVD 88 - 83.25 (meters) 273.1 (feet) LEVELING EB2980 ___________________________________________________________________ EB2980 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EB2980 GEOID HEIGHT- -31.17 (meters) GEOID03 EB2980 EB2980 HORZ ORDER - SECOND EB2980 VERT ORDER - THIRD ? EB2980 EB2980.The North Carolina HARNS have been completed but, EB2980.due to contractual restrictions, coordinates for these stations EB2980.will NOT be published in the near future. In the interim, the EB2980.published coordinates in North Carolina will not be EB2980.consistent with the Continuously Operating Reference Stations EB2980.(CORS). The HARN coordinates for these stations are available EB2980.upon request. Contact Gary Thompson(919-733-3836). EB2980. EB2980.In addition, the published North Carolina positions EB2980.(NAD 83 (1986)) are NOT consistent with those determined in EB2980.adjacent state readjustments. The discontinuity between stations EB2980.located in North Carolina and those in adjacent states EB2980.which have been adjusted to the HARN may be as much as 5 EB2980.decimeters. This will result in a significant loss of accuracy EB2980.over lines crossing such state borders. EB2980 EB2980 EB2980.The horizontal coordinates were established by classical geodetic methods EB2980.and adjusted by the National Geodetic Survey in July 1986. EB2980 EB2980.The orthometric height was determined by differential leveling. EB2980.The vertical network tie was performed by a horz. field party for horz. EB2980.obs reductions. Reset procedures were used to establish the elevation. EB2980 EB2980.The Laplace correction was computed from DEFLEC99 derived deflections. EB2980 EB2980.The geoid height was determined by GEOID03. EB2980 EB2980; North East Units Scale Factor Converg. EB2980;SPC NC - 127,065.397 535,534.549 MT 0.99989211 -0 28 03.8 EB2980;SPC NC - 416,880.39 1,756,999.60 sFT 0.99989211 -0 28 03.8 EB2980;UTM 17 - 3,861,792.478 608,698.036 MT 0.99974562 +0 40 50.1 EB2980 EB2980! - Elev Factor x Scale Factor = Combined Factor EB2980!SPC NC - 0.99999182 x 0.99989211 = 0.99988394 EB2980!UTM 17 - 0.99999182 x 0.99974562 = 0.99973745 EB2980 EB2980: Primary Azimuth Mark Grid Az EB2980:SPC NC - CORDOVA RESET 042 03 10.9 EB2980:UTM 17 - CORDOVA RESET 040 54 17.0 EB2980 EB2980|---------------------------------------------------------------------| EB2980| PID Reference Object Distance Geod. Az | EB2980| dddmmss.s | EB2980| EB2950 CORDOVA RESET APPROX. 0.5 KM 0413507.1 | EB2980| EB2991 CORDOVA 2 APPROX. 0.5 KM 0415419.9 | EB2980| EB2983 FIELD 170.089 METERS 32058 | EB2980|---------------------------------------------------------------------| EB2980 EB2980 SUPERSEDED SURVEY CONTROL EB2980 EB2980 NAD 27 - 34 53 33.25306(N) 079 48 38.20416(W) AD( ) 2 EB2980 NGVD 29 (07/19/86) 83.5 (m) 274. (f) LEVELING 3 EB2980 EB2980.Superseded values are not recommended for survey control. EB2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2980.See file dsdata.txt to determine how the superseded data were derived. EB2980 EB2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0869861792(NAD 83) EB2980_MARKER: DR = REFERENCE MARK DISK EB2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2980_STAMPING: CORDOVA NO 2 1933 EB2980_MARK LOGO: CGS EB2980_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2980+STABILITY: SURFACE MOTION EB2980 EB2980 HISTORY - Date Condition Report By EB2980 HISTORY - 1933 MONUMENTED CGS EB2980 HISTORY - 1977 GOOD NCGS EB2980 HISTORY - 19950201 SEE DESCRIPTION NCGS EB2980 EB2980 STATION DESCRIPTION EB2980 EB2980'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2980'STATION WAS RECOVERED IN GOOD CONDITION. EB2980 EB2980 STATION RECOVERY (1995) EB2980 EB2980'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB2980'MARK WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3208 *********************************************************************** EB3208 DESIGNATION - CORDOVA RM 3 EB3208 PID - EB3208 EB3208 STATE/COUNTY- NC/RICHMOND EB3208 USGS QUAD - ROCKINGHAM (1982) EB3208 EB3208 *CURRENT SURVEY CONTROL EB3208 ___________________________________________________________________ EB3208* NAD 83(1986)- 34 53 46.62516(N) 079 48 24.43418(W) ADJUSTED EB3208* NAVD 88 - 90.18 (meters) 295.9 (feet) LEVELING EB3208 ___________________________________________________________________ EB3208 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EB3208 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3208 EB3208 HORZ ORDER - THIRD EB3208 VERT ORDER - THIRD ? EB3208 EB3208.The North Carolina HARNS have been completed but, EB3208.due to contractual restrictions, coordinates for these stations EB3208.will NOT be published in the near future. In the interim, the EB3208.published coordinates in North Carolina will not be EB3208.consistent with the Continuously Operating Reference Stations EB3208.(CORS). The HARN coordinates for these stations are available EB3208.upon request. Contact Gary Thompson(919-733-3836). EB3208. EB3208.In addition, the published North Carolina positions EB3208.(NAD 83 (1986)) are NOT consistent with those determined in EB3208.adjacent state readjustments. The discontinuity between stations EB3208.located in North Carolina and those in adjacent states EB3208.which have been adjusted to the HARN may be as much as 5 EB3208.decimeters. This will result in a significant loss of accuracy EB3208.over lines crossing such state borders. EB3208 EB3208 EB3208.The horizontal coordinates were established by classical geodetic methods EB3208.and adjusted by the National Geodetic Survey in July 1998. EB3208 EB3208.The orthometric height was determined by differential leveling. EB3208.The vertical network tie was performed by a horz. field party for horz. EB3208.obs reductions. Reset procedures were used to establish the elevation. EB3208 EB3208.The Laplace correction was computed from DEFLEC99 derived deflections. EB3208 EB3208.The geoid height was determined by GEOID03. EB3208 EB3208; North East Units Scale Factor Converg. EB3208;SPC NC - 127,457.439 535,867.073 MT 0.99989172 -0 27 56.4 EB3208;SPC NC - 418,166.61 1,758,090.56 sFT 0.99989172 -0 27 56.4 EB3208;UTM 17 - 3,862,191.047 609,022.589 MT 0.99974649 +0 40 57.7 EB3208 EB3208! - Elev Factor x Scale Factor = Combined Factor EB3208!SPC NC - 0.99999074 x 0.99989172 = 0.99988246 EB3208!UTM 17 - 0.99999074 x 0.99974649 = 0.99973723 EB3208 EB3208 SUPERSEDED SURVEY CONTROL EB3208 EB3208.No superseded survey control is available for this station. EB3208 EB3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0902362191(NAD 83) EB3208_MARKER: DR = REFERENCE MARK DISK EB3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3208_STAMPING: CORDOVA NO 3 1933 EB3208_MARK LOGO: CGS EB3208_MAGNETIC: N = NO MAGNETIC MATERIAL EB3208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3208+STABILITY: SURFACE MOTION EB3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3208+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995 EB3208 EB3208 HISTORY - Date Condition Report By EB3208 HISTORY - 1933 MONUMENTED CGS EB3208 HISTORY - 19950201 SEE DESCRIPTION NCGS EB3208 EB3208 STATION DESCRIPTION EB3208 EB3208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB3208'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF ROCKINGHAM. ALONG US EB3208'1 FOR 2.65 MI (4.26 KM) SOUTH FROM US 220 TO THIRD RISE IN THE EB3208'HIGHWAY, ACROSS A DITCH, OR 0.5 MI (0.8 KM) SOUTH OF SR 1108 (SALYN EB3208'ROAD). MARK IS LEANING ABOUT 20 DEGREES TO THE WEST-AN ARROW POINTS EB3208'ABOUT 180 DEGREES CLOCKWISE FROM STATION--CORDOVA. MARK PROJECTS 6 EB3208'INCHES ABOVE GROUND. LOCATED 27.0 FT (8.2 M) NORTHWEST OF THE EB3208'CENTERLINE OF US 1, 5.0 FT (1.5 M) NORTHWEST OF THE CENTER OF A DITCH, EB3208'70.5 FT (21.5 M) EAST OF TRIANGULATION STATION--CORDOVA--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2859 *********************************************************************** EB2859 DESIGNATION - CORNER EB2859 PID - EB2859 EB2859 STATE/COUNTY- NC/RICHMOND EB2859 USGS QUAD - HAMLET (1982) EB2859 EB2859 *CURRENT SURVEY CONTROL EB2859 ___________________________________________________________________ EB2859* NAD 83(1986)- 34 55 19.10964(N) 079 42 04.29508(W) ADJUSTED EB2859* NAVD 88 - 108.7 (meters) 357. (feet) VERTCON EB2859 ___________________________________________________________________ EB2859 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB2859 GEOID HEIGHT- -31.43 (meters) GEOID03 EB2859 EB2859 HORZ ORDER - SECOND EB2859 EB2859.The North Carolina HARNS have been completed but, EB2859.due to contractual restrictions, coordinates for these stations EB2859.will NOT be published in the near future. In the interim, the EB2859.published coordinates in North Carolina will not be EB2859.consistent with the Continuously Operating Reference Stations EB2859.(CORS). The HARN coordinates for these stations are available EB2859.upon request. Contact Gary Thompson(919-733-3836). EB2859. EB2859.In addition, the published North Carolina positions EB2859.(NAD 83 (1986)) are NOT consistent with those determined in EB2859.adjacent state readjustments. The discontinuity between stations EB2859.located in North Carolina and those in adjacent states EB2859.which have been adjusted to the HARN may be as much as 5 EB2859.decimeters. This will result in a significant loss of accuracy EB2859.over lines crossing such state borders. EB2859 EB2859 EB2859.The horizontal coordinates were established by classical geodetic methods EB2859.and adjusted by the National Geodetic Survey in July 1986. EB2859 EB2859.The NAVD 88 height was computed by applying the VERTCON shift value to EB2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2859 EB2859.The Laplace correction was computed from DEFLEC99 derived deflections. EB2859 EB2859.The geoid height was determined by GEOID03. EB2859 EB2859; North East Units Scale Factor Converg. EB2859;SPC NC - 130,233.792 545,537.526 MT 0.99988906 -0 24 16.9 EB2859;SPC NC - 427,275.37 1,789,817.70 sFT 0.99988906 -0 24 16.9 EB2859;UTM 17 - 3,865,160.257 618,634.205 MT 0.99977346 +0 44 37.0 EB2859 EB2859! - Elev Factor x Scale Factor = Combined Factor EB2859!SPC NC - 0.99998787 x 0.99988906 = 0.99987693 EB2859!UTM 17 - 0.99998787 x 0.99977346 = 0.99976133 EB2859 EB2859: Primary Azimuth Mark Grid Az EB2859:SPC NC - BLOCK 001 42 33.4 EB2859:UTM 17 - BLOCK 000 33 39.5 EB2859 EB2859|---------------------------------------------------------------------| EB2859| PID Reference Object Distance Geod. Az | EB2859| dddmmss.s | EB2859| EB2860 BLOCK 438.944 METERS 0011816.5 | EB2859|---------------------------------------------------------------------| EB2859 EB2859 SUPERSEDED SURVEY CONTROL EB2859 EB2859 NAD 27 - 34 55 18.55067(N) 079 42 05.09391(W) AD( ) 2 EB2859 NGVD 29 (07/19/86) 109.0 (m) 358. (f) VERT ANG EB2859 EB2859.Superseded values are not recommended for survey control. EB2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2859.See file dsdata.txt to determine how the superseded data were derived. EB2859 EB2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1863465160(NAD 83) EB2859_MARKER: DE = TRAVERSE STATION DISK EB2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2859_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2859_STAMPING: CORNER 1970 EB2859_MARK LOGO: NCGS EB2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2859+STABILITY: SURFACE MOTION EB2859 EB2859 HISTORY - Date Condition Report By EB2859 HISTORY - 1970 MONUMENTED NCGS EB2859 EB2859 STATION DESCRIPTION EB2859 EB2859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2859'CORNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY EB2859'OF HAMLET, NORTH CAROLINA. EB2859' EB2859'CORNER IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF HAMLET AND 4.1 EB2859'MILES ESE OF ROCKINGHAM. STATION IS AT THE SOUTHEAST CORNER OF EB2859'INTERSECTION OF SR 1640 AND SR 1624. EB2859' EB2859'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CORNER EB2859'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2859'INCH BELOW THE SURFACE OF THE GROUND. EB2859' EB2859'MARK IS EB2859' EB2859'36.3 FEET SE OF C/L OF INTERSECTION OF SR 1640 AND SR 1624. EB2859'61.9 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 4084 ON E SIDE OF SR EB2859'1640 AND ON N. SIDE OF SR 1624. EB2859'38.9 FEET SSW OF ALUMINUM REF. TAG ON 4 X 4 STOP SIGN ON E SIDE EB2859'OF SR 1640 AND ON N SIDE OF SR 1624. EB2859'82.9 FEET E OF ALUMINUM REF. TAG ON 4X4 STOP SIGN ON W SIDE EB2859'OF SR 1640 AND ON S SIDE OF SR 1624. EB2859'6.9 FEET NE OF ALUMINUM REF. TAG ON 4X4 MILEAGE SIGN ON E EB2859'SIDE OF SR 1640 AND ON S SIDE OF SR 1624. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2957 *********************************************************************** EB2957 DESIGNATION - COURT EB2957 PID - EB2957 EB2957 STATE/COUNTY- NC/RICHMOND EB2957 USGS QUAD - ROCKINGHAM (1982) EB2957 EB2957 *CURRENT SURVEY CONTROL EB2957 ___________________________________________________________________ EB2957* NAD 83(1986)- 34 56 42.57798(N) 079 45 21.17951(W) ADJUSTED EB2957* NAVD 88 - 92.2 (meters) 302. (feet) VERTCON EB2957 ___________________________________________________________________ EB2957 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EB2957 GEOID HEIGHT- -31.22 (meters) GEOID03 EB2957 EB2957 HORZ ORDER - SECOND EB2957 EB2957.The North Carolina HARNS have been completed but, EB2957.due to contractual restrictions, coordinates for these stations EB2957.will NOT be published in the near future. In the interim, the EB2957.published coordinates in North Carolina will not be EB2957.consistent with the Continuously Operating Reference Stations EB2957.(CORS). The HARN coordinates for these stations are available EB2957.upon request. Contact Gary Thompson(919-733-3836). EB2957. EB2957.In addition, the published North Carolina positions EB2957.(NAD 83 (1986)) are NOT consistent with those determined in EB2957.adjacent state readjustments. The discontinuity between stations EB2957.located in North Carolina and those in adjacent states EB2957.which have been adjusted to the HARN may be as much as 5 EB2957.decimeters. This will result in a significant loss of accuracy EB2957.over lines crossing such state borders. EB2957 EB2957 EB2957.The horizontal coordinates were established by classical geodetic methods EB2957.and adjusted by the National Geodetic Survey in July 1986. EB2957 EB2957.The NAVD 88 height was computed by applying the VERTCON shift value to EB2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2957 EB2957.The Laplace correction was computed from DEFLEC99 derived deflections. EB2957 EB2957.The geoid height was determined by GEOID03. EB2957 EB2957; North East Units Scale Factor Converg. EB2957;SPC NC - 132,842.301 540,560.503 MT 0.99988683 -0 26 10.6 EB2957;SPC NC - 435,833.45 1,773,488.92 sFT 0.99988683 -0 26 10.6 EB2957;UTM 17 - 3,867,668.166 613,606.503 MT 0.99975907 +0 42 45.7 EB2957 EB2957! - Elev Factor x Scale Factor = Combined Factor EB2957!SPC NC - 0.99999042 x 0.99988683 = 0.99987725 EB2957!UTM 17 - 0.99999042 x 0.99975907 = 0.99974950 EB2957 EB2957: Primary Azimuth Mark Grid Az EB2957:SPC NC - COLTRANE 164 33 49.8 EB2957:UTM 17 - COLTRANE 163 24 53.5 EB2957 EB2957|---------------------------------------------------------------------| EB2957| PID Reference Object Distance Geod. Az | EB2957| dddmmss.s | EB2957| EB2973 COLTRANE APPROX. 1.7 KM 1640739.2 | EB2957|---------------------------------------------------------------------| EB2957 EB2957 SUPERSEDED SURVEY CONTROL EB2957 EB2957 NAD 27 - 34 56 42.02202(N) 079 45 21.97677(W) AD( ) 2 EB2957 NGVD 29 (07/19/86) 92.5 (m) 303. (f) VERT ANG EB2957 EB2957.Superseded values are not recommended for survey control. EB2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2957.See file dsdata.txt to determine how the superseded data were derived. EB2957 EB2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1360767668(NAD 83) EB2957_MARKER: DE = TRAVERSE STATION DISK EB2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2957_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2957_STAMPING: COURT 1970 EB2957_MARK LOGO: NCGS EB2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2957+STABILITY: SURFACE MOTION EB2957 EB2957 HISTORY - Date Condition Report By EB2957 HISTORY - 1970 MONUMENTED NCGS EB2957 EB2957 STATION DESCRIPTION EB2957 EB2957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2957'COURT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2957'VICINITY OF HAMLET, NORTH CAROLINA. EB2957' EB2957'COURT IS LOCATED APPROXIMATELY 0.9 MILE ENE OF ROCKINGHAM. STATION EB2957'IS ON THE EAST SIDE OF ROCKINGTON IN THE SOUTHEAST CORNER OF EB2957'INTERSECTION OF US 1 (FAYETTEVILLE RD.) AND SR 1646 (LONG RD.), EB2957'ACROSS FROM TAR HEEL MOTEL. EB2957' EB2957'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED COURT EB2957'1970, SET IN THE TOP OF A CONRETE CYLINDER, THE TOP OF WHICH IS EB2957'FLUSH WITH THE SURFACE OF THE GROUND. EB2957' EB2957'MARK IS EB2957' EB2957'30.9 FEET SE OF C/L OF US 1. EB2957'23.0 FEET E OF C/L OF LONG DRIVE (SR 1646). EB2957'21.8 FEET SW OF ALUMINUM REF. TAG ON PP 819. EB2957'5.8 FEET S OF ALUMINUM REF. TAG ON SR POST. EB2957'11.2 FEET NNE OF ALUMINUM REF. TAG ON STOP SIGN POST. EB2957'105.2 FEET N OF ALUMINUM REF. TAG ON 837. EB2957'7.3 FEET NW OF BASE OF 3 INCH METAL LAMP POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2969 *********************************************************************** EB2969 DESIGNATION - COVINGTON EB2969 PID - EB2969 EB2969 STATE/COUNTY- NC/RICHMOND EB2969 USGS QUAD - ROCKINGHAM (1982) EB2969 EB2969 *CURRENT SURVEY CONTROL EB2969 ___________________________________________________________________ EB2969* NAD 83(1986)- 34 54 23.55042(N) 079 49 02.30156(W) ADJUSTED EB2969* NAVD 88 - 82.2 (meters) 270. (feet) VERTCON EB2969 ___________________________________________________________________ EB2969 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EB2969 GEOID HEIGHT- -31.12 (meters) GEOID03 EB2969 EB2969 HORZ ORDER - SECOND EB2969 EB2969.The North Carolina HARNS have been completed but, EB2969.due to contractual restrictions, coordinates for these stations EB2969.will NOT be published in the near future. In the interim, the EB2969.published coordinates in North Carolina will not be EB2969.consistent with the Continuously Operating Reference Stations EB2969.(CORS). The HARN coordinates for these stations are available EB2969.upon request. Contact Gary Thompson(919-733-3836). EB2969. EB2969.In addition, the published North Carolina positions EB2969.(NAD 83 (1986)) are NOT consistent with those determined in EB2969.adjacent state readjustments. The discontinuity between stations EB2969.located in North Carolina and those in adjacent states EB2969.which have been adjusted to the HARN may be as much as 5 EB2969.decimeters. This will result in a significant loss of accuracy EB2969.over lines crossing such state borders. EB2969 EB2969 EB2969.The horizontal coordinates were established by classical geodetic methods EB2969.and adjusted by the National Geodetic Survey in July 1986. EB2969 EB2969.The NAVD 88 height was computed by applying the VERTCON shift value to EB2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2969 EB2969.The Laplace correction was computed from DEFLEC99 derived deflections. EB2969 EB2969.The geoid height was determined by GEOID03. EB2969 EB2969; North East Units Scale Factor Converg. EB2969;SPC NC - 128,603.041 534,915.132 MT 0.99989063 -0 28 18.2 EB2969;SPC NC - 421,925.14 1,754,967.40 sFT 0.99989063 -0 28 18.2 EB2969;UTM 17 - 3,863,317.175 608,048.021 MT 0.99974388 +0 40 36.7 EB2969 EB2969! - Elev Factor x Scale Factor = Combined Factor EB2969!SPC NC - 0.99999198 x 0.99989063 = 0.99988261 EB2969!UTM 17 - 0.99999198 x 0.99974388 = 0.99973586 EB2969 EB2969: Primary Azimuth Mark Grid Az EB2969:SPC NC - RHODES 243 22 30.4 EB2969:UTM 17 - RHODES 242 13 35.5 EB2969 EB2969|---------------------------------------------------------------------| EB2969| PID Reference Object Distance Geod. Az | EB2969| dddmmss.s | EB2969| EB2984 RHODES APPROX. 1.3 KM 2425412.2 | EB2969|---------------------------------------------------------------------| EB2969 EB2969 SUPERSEDED SURVEY CONTROL EB2969 EB2969 NAD 27 - 34 54 22.99099(N) 079 49 03.09659(W) AD( ) 2 EB2969 NGVD 29 (07/19/86) 82.5 (m) 271. (f) VERT ANG EB2969 EB2969.Superseded values are not recommended for survey control. EB2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2969.See file dsdata.txt to determine how the superseded data were derived. EB2969 EB2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0804863317(NAD 83) EB2969_MARKER: DE = TRAVERSE STATION DISK EB2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2969_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2969_STAMPING: COVINGTON 1970 EB2969_MARK LOGO: NCGS EB2969_MAGNETIC: N = NO MAGNETIC MATERIAL EB2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2969+STABILITY: SURFACE MOTION EB2969 EB2969 HISTORY - Date Condition Report By EB2969 HISTORY - 1970 MONUMENTED NCGS EB2969 HISTORY - 1977 GOOD NCGS EB2969 EB2969 STATION DESCRIPTION EB2969 EB2969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2969'COVINGTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2969'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2969' EB2969'COVINGTON IS LOCATED APPROXIMATELY 3.5 MILES SOUTHWEST OF ROCKINGHAM EB2969'AND 0.7 MILE SOUTHEAST OF CORDOVA. TO REACH STATION FROM POST EB2969'OFFICE IN CORDOVA, GO SOUTHEAST ON SR 1109 FOR 0.55 MILE TO STATION EB2969'ON RIGHT, IN NORTHWEST CORNER OF INTERSECTION OF SR 1109 AND SR EB2969'1103, ACROSS FROM CORDOVA UNITED METHODIST CHURCH. EB2969' EB2969'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2969'COVINGTON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2969'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2969' EB2969'MARK IS EB2969' EB2969'21.2 FEET WSW OF C/L OF SR 1109. EB2969'40.5 FEET NW OF C/L OF SR 1103. EB2969'28.3 FEET SE OF ALUMINUM REF. TAG ON TP NO. 82 1/2. EB2969'122.4 FEET NW OF ALUMINUM REF. TAG AND PP NO. 82. EB2969'61.2 FEET N OF ALUMINUM REF. TAG ON POST OF STOP SIGN ON S SIDE EB2969'OF INTERSECTION. EB2969'17.7 FEET N OF W END OF 14 INCH CONCRETE CULVERT UNDER SR 1109. EB2969 EB2969 STATION RECOVERY (1977) EB2969 EB2969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2969'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3657 *********************************************************************** EB3657 DESIGNATION - COWARD EB3657 PID - EB3657 EB3657 STATE/COUNTY- NC/RICHMOND EB3657 USGS QUAD - MORVEN EAST (1983) EB3657 EB3657 *CURRENT SURVEY CONTROL EB3657 ___________________________________________________________________ EB3657* NAD 83(1986)- 34 49 40.49782(N) 079 52 52.58640(W) ADJUSTED EB3657* NAVD 88 - 100.9 (meters) 331. (feet) VERT ANG EB3657 ___________________________________________________________________ EB3657 LAPLACE CORR- -2.91 (seconds) DEFLEC99 EB3657 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3657 EB3657 HORZ ORDER - SECOND EB3657 EB3657.The North Carolina HARNS have been completed but, EB3657.due to contractual restrictions, coordinates for these stations EB3657.will NOT be published in the near future. In the interim, the EB3657.published coordinates in North Carolina will not be EB3657.consistent with the Continuously Operating Reference Stations EB3657.(CORS). The HARN coordinates for these stations are available EB3657.upon request. Contact Gary Thompson(919-733-3836). EB3657. EB3657.In addition, the published North Carolina positions EB3657.(NAD 83 (1986)) are NOT consistent with those determined in EB3657.adjacent state readjustments. The discontinuity between stations EB3657.located in North Carolina and those in adjacent states EB3657.which have been adjusted to the HARN may be as much as 5 EB3657.decimeters. This will result in a significant loss of accuracy EB3657.over lines crossing such state borders. EB3657 EB3657 EB3657.The horizontal coordinates were established by classical geodetic methods EB3657.and adjusted by the National Geodetic Survey in July 1998. EB3657 EB3657.The orthometric height was determined by vertical angle observations. EB3657 EB3657.The Laplace correction was computed from DEFLEC99 derived deflections. EB3657 EB3657.The geoid height was determined by GEOID03. EB3657 EB3657; North East Units Scale Factor Converg. EB3657;SPC NC - 119,931.718 528,992.405 MT 0.99989978 -0 30 31.1 EB3657;SPC NC - 393,475.98 1,735,535.92 sFT 0.99989978 -0 30 31.1 EB3657;SPC SC - 332,659.154 711,937.599 MT 0.99999808 +0 37 12.8 EB3657;SPC SC - 1,091,401.42 2,335,753.28 iFT 0.99999808 +0 37 12.8 EB3657;UTM 17 - 3,854,530.316 602,301.138 MT 0.99972899 +0 38 20.3 EB3657 EB3657! - Elev Factor x Scale Factor = Combined Factor EB3657!SPC NC - 0.99998905 x 0.99989978 = 0.99988884 EB3657!SPC SC - 0.99998905 x 0.99999808 = 0.99998713 EB3657!UTM 17 - 0.99998905 x 0.99972899 = 0.99971805 EB3657 EB3657 SUPERSEDED SURVEY CONTROL EB3657 EB3657 NAD 83(1986)- 34 49 40.49641(N) 079 52 52.58735(W) AD( ) 2 EB3657 NGVD 29 (03/28/90) 101.1 (m) 332. (f) VERT ANG EB3657 EB3657.Superseded values are not recommended for survey control. EB3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3657.See file dsdata.txt to determine how the superseded data were derived. EB3657 EB3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0230154530(NAD 83) EB3657_MARKER: DE = TRAVERSE STATION DISK EB3657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3657_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3657_STAMPING: COWARD 1977 EB3657_MARK LOGO: NCGS EB3657_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3657+STABILITY: SURFACE MOTION EB3657 EB3657 HISTORY - Date Condition Report By EB3657 HISTORY - 1977 MONUMENTED NCGS EB3657 HISTORY - 19930929 GOOD NCGS EB3657 EB3657 STATION DESCRIPTION EB3657 EB3657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3657'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF THE NORTH EB3657'CAROLINA-SOUTH CAROLINA STATE LINE AND 9.9 MILES SOUTHWEST OF EB3657'ROCKINGHAM. EB3657' EB3657'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3657'ON US 1, PROCEED NORTHERLY ALONG US 1 FOR 1.75 MILES TO STATION ON EB3657'RIGHT, ON PROLONGATION OF THE CENTERLINE OF SR 1100. EB3657' EB3657'STATION MARK IS A STANDARD DISK STAMPED---COWARD 1977---, SET IN THE EB3657'TOP OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND EB3657'SURFACE. THE MARK IS 21.8 FEET SOUTHEAST OF THE JUNCTION, 73.7 FEET EB3657'EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER IN WEST QUADRANT, 61.3 FEET EB3657'WEST-SOUTHWEST OF TELEPHONE PEDESTAL P106, 103.2 FEET SOUTH OF POWER EB3657'POLE 5J38 IN NORTH QUADRANT WITH REFERENCE TAG, 7.3 FEET NORTH OF SIGN EB3657'POST WITH REFERENCE TAG AND 87.9 FEET WEST-NORTHWEST OF AN 8 INCH PINE EB3657'WITH REFERENCE TAG. EB3657 EB3657 STATION RECOVERY (1993) EB3657 EB3657'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3657'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3658 *********************************************************************** EB3658 DESIGNATION - CRESTVIEW EB3658 PID - EB3658 EB3658 STATE/COUNTY- NC/RICHMOND EB3658 USGS QUAD - ROCKINGHAM (1982) EB3658 EB3658 *CURRENT SURVEY CONTROL EB3658 ___________________________________________________________________ EB3658* NAD 83(1986)- 34 59 24.50414(N) 079 46 50.02097(W) ADJUSTED EB3658* NAVD 88 - 127.8 (meters) 419. (feet) VERTCON EB3658 ___________________________________________________________________ EB3658 LAPLACE CORR- -4.27 (seconds) DEFLEC99 EB3658 GEOID HEIGHT- -31.09 (meters) GEOID03 EB3658 EB3658 HORZ ORDER - SECOND EB3658 EB3658.The North Carolina HARNS have been completed but, EB3658.due to contractual restrictions, coordinates for these stations EB3658.will NOT be published in the near future. In the interim, the EB3658.published coordinates in North Carolina will not be EB3658.consistent with the Continuously Operating Reference Stations EB3658.(CORS). The HARN coordinates for these stations are available EB3658.upon request. Contact Gary Thompson(919-733-3836). EB3658. EB3658.In addition, the published North Carolina positions EB3658.(NAD 83 (1986)) are NOT consistent with those determined in EB3658.adjacent state readjustments. The discontinuity between stations EB3658.located in North Carolina and those in adjacent states EB3658.which have been adjusted to the HARN may be as much as 5 EB3658.decimeters. This will result in a significant loss of accuracy EB3658.over lines crossing such state borders. EB3658 EB3658 EB3658.The horizontal coordinates were established by classical geodetic methods EB3658.and adjusted by the National Geodetic Survey in March 1990. EB3658 EB3658.The NAVD 88 height was computed by applying the VERTCON shift value to EB3658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3658 EB3658.The Laplace correction was computed from DEFLEC99 derived deflections. EB3658 EB3658.The geoid height was determined by GEOID03. EB3658 EB3658; North East Units Scale Factor Converg. EB3658;SPC NC - 137,849.039 538,345.729 MT 0.99988296 -0 27 01.9 EB3658;SPC NC - 452,259.72 1,766,222.61 sFT 0.99988296 -0 27 01.9 EB3658;UTM 17 - 3,872,628.829 611,292.039 MT 0.99975265 +0 41 57.6 EB3658 EB3658! - Elev Factor x Scale Factor = Combined Factor EB3658!SPC NC - 0.99998483 x 0.99988296 = 0.99986779 EB3658!UTM 17 - 0.99998483 x 0.99975265 = 0.99973748 EB3658 EB3658 SUPERSEDED SURVEY CONTROL EB3658 EB3658 NGVD 29 (03/28/90) 128.0 (m) 420. (f) VERT ANG EB3658 EB3658.Superseded values are not recommended for survey control. EB3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3658.See file dsdata.txt to determine how the superseded data were derived. EB3658 EB3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1129272629(NAD 83) EB3658_MARKER: DE = TRAVERSE STATION DISK EB3658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3658_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3658_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3658+STABILITY: SURFACE MOTION EB3658 EB3658 HISTORY - Date Condition Report By EB3658 HISTORY - 1977 MONUMENTED NCGS EB3658 EB3658 STATION DESCRIPTION EB3658 EB3658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3658'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH OF ROCKINGHAM AND EB3658'5.8 MILES SOUTH OF ELLERBE. EB3658' EB3658'TO REACH STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EB3658'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 3.8 MILES TO SR 1302, EB3658'THENCE WEST ALONG SR 1302 FOR 0.05 MILE TO STATION ON LEFT, NEAR EB3658'POWER POLE AND APPROXIMATELY 700 FEET EAST OF THE CRESTVIEW BAPTIST EB3658'CHURCH. EB3658' EB3658'STATION MARK IS A STANDARD DISK STAMPED---CRESTVIEW 1977---SET IN THE EB3658'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EB3658'THE MARK IS 76.5 FEET SOUTH OF CENTERLINE OF SR 1302, 14.7 FEET WEST- EB3658'NORTHWEST OF POWER POLE 1 WITH REFERENCE TAG, 114.5 FEET NORTHEAST OF EB3658'POWER POLE WITH REFERENCE TAG, 4.3 FEET EAST OF WESTERNMOST GUY WIRE EB3658'ANCHOR AND 21.6 FEET NORTH-NORTHWEST OF SOUTHERNMOST GUY WIRE ANCHOR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3025 *********************************************************************** EB3025 DESIGNATION - CUMMIN EB3025 PID - EB3025 EB3025 STATE/COUNTY- NC/RICHMOND EB3025 USGS QUAD - DIGGS (1982) EB3025 EB3025 *CURRENT SURVEY CONTROL EB3025 ___________________________________________________________________ EB3025* NAD 83(1986)- 34 51 52.83504(N) 079 46 40.06688(W) ADJUSTED EB3025* NAVD 88 - 99.732 (meters) 327.20 (feet) ADJUSTED EB3025 ___________________________________________________________________ EB3025 LAPLACE CORR- -4.20 (seconds) DEFLEC99 EB3025 GEOID HEIGHT- -31.32 (meters) GEOID03 EB3025 DYNAMIC HT - 99.640 (meters) 326.90 (feet) COMP EB3025 MODELED GRAV- 979,717.9 (mgal) NAVD 88 EB3025 EB3025 HORZ ORDER - SECOND EB3025 VERT ORDER - SECOND CLASS II EB3025 EB3025.The North Carolina HARNS have been completed but, EB3025.due to contractual restrictions, coordinates for these stations EB3025.will NOT be published in the near future. In the interim, the EB3025.published coordinates in North Carolina will not be EB3025.consistent with the Continuously Operating Reference Stations EB3025.(CORS). The HARN coordinates for these stations are available EB3025.upon request. Contact Gary Thompson(919-733-3836). EB3025. EB3025.In addition, the published North Carolina positions EB3025.(NAD 83 (1986)) are NOT consistent with those determined in EB3025.adjacent state readjustments. The discontinuity between stations EB3025.located in North Carolina and those in adjacent states EB3025.which have been adjusted to the HARN may be as much as 5 EB3025.decimeters. This will result in a significant loss of accuracy EB3025.over lines crossing such state borders. EB3025 EB3025 EB3025.The horizontal coordinates were established by classical geodetic methods EB3025.and adjusted by the National Geodetic Survey in July 1986. EB3025 EB3025.The orthometric height was determined by differential leveling EB3025.and adjusted by the National Geodetic Survey in August 2000. EB3025.No vertical observational check was made to the station. EB3025 EB3025.The Laplace correction was computed from DEFLEC99 derived deflections. EB3025 EB3025.The geoid height was determined by GEOID03. EB3025 EB3025.The dynamic height is computed by dividing the NAVD 88 EB3025.geopotential number by the normal gravity value computed on the EB3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3025.degrees latitude (g = 980.6199 gals.). EB3025 EB3025.The modeled gravity was interpolated from observed gravity values. EB3025 EB3025; North East Units Scale Factor Converg. EB3025;SPC NC - 123,930.192 538,489.093 MT 0.99989527 -0 26 56.1 EB3025;SPC NC - 406,594.30 1,766,692.97 sFT 0.99989527 -0 26 56.1 EB3025;SPC SC - 336,844.203 721,354.765 MT 1.00001129 +0 40 39.3 EB3025;SPC SC - 1,105,131.90 2,366,649.49 iFT 1.00001129 +0 40 39.3 EB3025;UTM 17 - 3,858,717.539 611,714.366 MT 0.99975382 +0 41 55.4 EB3025 EB3025! - Elev Factor x Scale Factor = Combined Factor EB3025!SPC NC - 0.99998926 x 0.99989527 = 0.99988453 EB3025!SPC SC - 0.99998926 x 1.00001129 = 1.00000055 EB3025!UTM 17 - 0.99998926 x 0.99975382 = 0.99974308 EB3025 EB3025: Primary Azimuth Mark Grid Az EB3025:SPC NC - MARTIN 258 50 54.1 EB3025:SPC SC - MARTIN 257 43 18.7 EB3025:UTM 17 - MARTIN 257 42 02.6 EB3025 EB3025|---------------------------------------------------------------------| EB3025| PID Reference Object Distance Geod. Az | EB3025| dddmmss.s | EB3025| EB3000 MARTIN APPROX. 0.8 KM 2582358.0 | EB3025| EB3023 MCCAIN 432.699 METERS 3290747.7 | EB3025|---------------------------------------------------------------------| EB3025 EB3025 SUPERSEDED SURVEY CONTROL EB3025 EB3025 NAD 27 - 34 51 52.26741(N) 079 46 40.86659(W) AD( ) 2 EB3025 NGVD 29 (07/19/86) 100.0 (m) 328. (f) VERT ANG EB3025 EB3025.Superseded values are not recommended for survey control. EB3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3025.See file dsdata.txt to determine how the superseded data were derived. EB3025 EB3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1171458718(NAD 83) EB3025_MARKER: DE = TRAVERSE STATION DISK EB3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3025_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3025_STAMPING: CUMMIN 1970 EB3025_MARK LOGO: NCGS EB3025_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3025+STABILITY: SURFACE MOTION EB3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3025+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998 EB3025 EB3025 HISTORY - Date Condition Report By EB3025 HISTORY - 1970 MONUMENTED NCGS EB3025 HISTORY - 19931011 GOOD NCGS EB3025 HISTORY - 19980202 GOOD NCGS EB3025 EB3025 STATION DESCRIPTION EB3025 EB3025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB3025'CUMMIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB3025'VICINITY OF HAMLET, NORTH CAROLINA. EB3025' EB3025'CUMMIN IS LOCATED APPROXIMATELY 4.7 MILES SOUTHWEST OF HAMLET AND EB3025'5.2 MILES SOUTH OF ROCKINGHAM. TO REACH STATION PROCEED FROM Y EB3025'INTERSECTION OF NC 177 AND SR 1900 NEAR THE SOUTHWEST EDGE OF EB3025'HAMLET, GO SOUTHWEST ON SR 1900 FOR 2.95 MILES TO INTERSECTION OF SR EB3025'1900 AND SR 1994, TURN RIGHT ON SR 1994 AND PROCEED 0.85 MILE TO EB3025'STATION ON LEFT, IN SOUTHEAST CORNER OF INTERSECTIONS OF SR 1994, EB3025'SR 1105 AND SR 2001. EB3025' EB3025'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB3025'CUMMIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB3025'IS FLUSH WITH THE SURFACE OF THE GROUND. EB3025' EB3025'MARK IS EB3025' EB3025'25.2 FEET SSW OF C/L OF SR 1994. EB3025'43.0 FEET ESE OF C/L OF SR 1994. EB3025'41.1 FEET NE OF ALUMINUM REF. TAG ON STOP SIGN. EB3025'100.7 FEET E OF ALUMINUM REF. TAG ON PP NO. 9H/18. EB3025'12.6 FEET SW OF 16 INCH CONCRETE CULVERT UNDER SR 1994. EB3025 EB3025 STATION RECOVERY (1993) EB3025 EB3025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3025'RECOVERED AS DESCRIBED. EB3025 EB3025 STATION RECOVERY (1998) EB3025 EB3025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB3025'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. MARK IS 1-INCH EB3025'BELOW GROUND. LOCATED 27.0 FT (8.2 M) SOUTH-SOUTHWEST OF CENTERLINE EB3025'OF SR 1994, 103.3 FT (31.5 M) EAST OF POWER POLE WITH TAG, 11.5 FT EB3025'(3.5 M) SOUTHEAST OF WATER METER COVER, AND 82.1 FT (25.0 M) SOUTHWEST EB3025'OF FIRE HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3659 *********************************************************************** EB3659 DESIGNATION - CURTIS EB3659 PID - EB3659 EB3659 STATE/COUNTY- NC/RICHMOND EB3659 USGS QUAD - ROCKINGHAM (1982) EB3659 EB3659 *CURRENT SURVEY CONTROL EB3659 ___________________________________________________________________ EB3659* NAD 83(1986)- 34 57 48.97278(N) 079 47 01.07921(W) ADJUSTED EB3659* NAVD 88 - 74.9 (meters) 246. (feet) VERT ANG EB3659 ___________________________________________________________________ EB3659 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EB3659 GEOID HEIGHT- -31.12 (meters) GEOID03 EB3659 EB3659 HORZ ORDER - SECOND EB3659 EB3659.The North Carolina HARNS have been completed but, EB3659.due to contractual restrictions, coordinates for these stations EB3659.will NOT be published in the near future. In the interim, the EB3659.published coordinates in North Carolina will not be EB3659.consistent with the Continuously Operating Reference Stations EB3659.(CORS). The HARN coordinates for these stations are available EB3659.upon request. Contact Gary Thompson(919-733-3836). EB3659. EB3659.In addition, the published North Carolina positions EB3659.(NAD 83 (1986)) are NOT consistent with those determined in EB3659.adjacent state readjustments. The discontinuity between stations EB3659.located in North Carolina and those in adjacent states EB3659.which have been adjusted to the HARN may be as much as 5 EB3659.decimeters. This will result in a significant loss of accuracy EB3659.over lines crossing such state borders. EB3659 EB3659 EB3659.The horizontal coordinates were established by classical geodetic methods EB3659.and adjusted by the National Geodetic Survey in July 1998. EB3659 EB3659.The orthometric height was determined by vertical angle observations. EB3659 EB3659.The Laplace correction was computed from DEFLEC99 derived deflections. EB3659 EB3659.The geoid height was determined by GEOID03. EB3659 EB3659; North East Units Scale Factor Converg. EB3659;SPC NC - 134,907.719 538,042.087 MT 0.99988517 -0 27 08.2 EB3659;SPC NC - 442,609.74 1,765,226.41 sFT 0.99988517 -0 27 08.2 EB3659;UTM 17 - 3,869,682.397 611,047.504 MT 0.99975198 +0 41 49.6 EB3659 EB3659! - Elev Factor x Scale Factor = Combined Factor EB3659!SPC NC - 0.99999313 x 0.99988517 = 0.99987830 EB3659!UTM 17 - 0.99999313 x 0.99975198 = 0.99974511 EB3659 EB3659 SUPERSEDED SURVEY CONTROL EB3659 EB3659 NAD 83(1986)- 34 57 48.97194(N) 079 47 01.08610(W) AD( ) 2 EB3659 NGVD 29 (03/28/90) 75.1 (m) 246. (f) VERT ANG EB3659 EB3659.Superseded values are not recommended for survey control. EB3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3659.See file dsdata.txt to determine how the superseded data were derived. EB3659 EB3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1104869682(NAD 83) EB3659_MARKER: DE = TRAVERSE STATION DISK EB3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3659_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3659_STAMPING: CURTIS 1977 EB3659_MARK LOGO: NCGS EB3659_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3659+STABILITY: SURFACE MOTION EB3659 EB3659 HISTORY - Date Condition Report By EB3659 HISTORY - 1977 MONUMENTED NCGS EB3659 HISTORY - 19930929 GOOD NCGS EB3659 EB3659 STATION DESCRIPTION EB3659 EB3659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3659'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTH-NORTHWEST OF EB3659'ROCKINGHAM AND 7.5 MILES SOUTH OF ELLERBE. EB3659' EB3659'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EB3659'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 1.9 MILES TO STATION ON EB3659'THE LEFT, IN NORTH END OF LARGE GRASS ISLAND AT THE US 220 SOUTH EB3659'ACCESS ROAD TO SR 1335. EB3659' EB3659'STATION MARK IS A STANDARD DISK STAMPED---CURTIS 1977---SET IN THE TOP EB3659'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB3659'MARK IS 36.6 FEET WEST OF CENTERLINE OF US 220 SOUTH BOUND LANES, 32.5 EB3659'FEET EAST-SOUTHEAST OF CENTERLINE OF ACCESS ROAD, 13.7 FEET NORTH- EB3659'NORTHEAST OF CENTER SUPPORT POST OF U SHAPED METAL GUARD RAIL, 71.2 EB3659'FEET EAST-NORTHEAST OF NORTH END OF GUARD RAIL (ACROSS ACCESS ROAD) EB3659'AND 20.9 FEET NORTHEAST OF SR SIGN POST WITH REFERENCE TAG. EB3659 EB3659 STATION RECOVERY (1993) EB3659 EB3659'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3659'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3699 *********************************************************************** EZ3699 DESIGNATION - DAILY EZ3699 PID - EZ3699 EZ3699 STATE/COUNTY- NC/RICHMOND EZ3699 USGS QUAD - HOFFMAN (1982) EZ3699 EZ3699 *CURRENT SURVEY CONTROL EZ3699 ___________________________________________________________________ EZ3699* NAD 83(1986)- 35 02 30.56306(N) 079 31 34.24393(W) ADJUSTED EZ3699* NAVD 88 - 123.4 (meters) 405. (feet) VERTCON EZ3699 ___________________________________________________________________ EZ3699 LAPLACE CORR- -4.68 (seconds) DEFLEC99 EZ3699 GEOID HEIGHT- -31.77 (meters) GEOID03 EZ3699 EZ3699 HORZ ORDER - SECOND EZ3699 EZ3699.The North Carolina HARNS have been completed but, EZ3699.due to contractual restrictions, coordinates for these stations EZ3699.will NOT be published in the near future. In the interim, the EZ3699.published coordinates in North Carolina will not be EZ3699.consistent with the Continuously Operating Reference Stations EZ3699.(CORS). The HARN coordinates for these stations are available EZ3699.upon request. Contact Gary Thompson(919-733-3836). EZ3699. EZ3699.In addition, the published North Carolina positions EZ3699.(NAD 83 (1986)) are NOT consistent with those determined in EZ3699.adjacent state readjustments. The discontinuity between stations EZ3699.located in North Carolina and those in adjacent states EZ3699.which have been adjusted to the HARN may be as much as 5 EZ3699.decimeters. This will result in a significant loss of accuracy EZ3699.over lines crossing such state borders. EZ3699 EZ3699 EZ3699.The horizontal coordinates were established by classical geodetic methods EZ3699.and adjusted by the National Geodetic Survey in July 1986. EZ3699 EZ3699.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3699 EZ3699.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3699 EZ3699.The geoid height was determined by GEOID03. EZ3699 EZ3699; North East Units Scale Factor Converg. EZ3699;SPC NC - 143,429.196 561,597.788 MT 0.99987927 -0 18 13.3 EZ3699;SPC NC - 470,567.29 1,842,508.74 sFT 0.99987927 -0 18 13.3 EZ3699;UTM 17 - 3,878,673.926 634,425.244 MT 0.99982271 +0 50 46.9 EZ3699 EZ3699! - Elev Factor x Scale Factor = Combined Factor EZ3699!SPC NC - 0.99998562 x 0.99987927 = 0.99986490 EZ3699!UTM 17 - 0.99998562 x 0.99982271 = 0.99980834 EZ3699 EZ3699 SUPERSEDED SURVEY CONTROL EZ3699 EZ3699 NAD 27 - 35 02 30.01128(N) 079 31 35.09000(W) AD( ) 2 EZ3699 NGVD 29 (07/19/86) 123.6 (m) 406. (f) VERT ANG EZ3699 EZ3699.Superseded values are not recommended for survey control. EZ3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3699.See file dsdata.txt to determine how the superseded data were derived. EZ3699 EZ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3442578674(NAD 83) EZ3699_MARKER: DE = TRAVERSE STATION DISK EZ3699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3699_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ3699_STAMPING: DAILY 1972 EZ3699_MARK LOGO: NCGS EZ3699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3699+STABILITY: SURFACE MOTION EZ3699 EZ3699 HISTORY - Date Condition Report By EZ3699 HISTORY - 1972 MONUMENTED NCGS EZ3699 HISTORY - 1980 SEE DESCRIPTION NCGS EZ3699 EZ3699 STATION DESCRIPTION EZ3699 EZ3699'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ3699'DAILY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3699'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ3699' EZ3699'DAILY IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF HOFFMAN AND EZ3699'8.1 MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM THE EZ3699'INTERSECTION OF US 1 AND SR 1004 NORTHWEST OF HOFFMAN, PROCEED EZ3699'NORTHEAST ALONG US 1 FOR 1.25 MILES TO STATION ON RIGHT, 2.4 MILES EZ3699'SOUTHWEST OF US 1 BRIDGE OVER DROWNING CREEK, APPROXIMATELY 400 EZ3699'FEET ENE OF INTERSECTION OF DIRT ROAD SOUTH, AND ON SHOULDER OF US EZ3699'1. EZ3699' EZ3699'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DAILY EZ3699'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ3699'INCH BELOW THE GROUND. EZ3699' EZ3699'MARK IS EZ3699'24.6 FEET SE OF C/L OF US 1. EZ3699'3.0 FEET N OF THE PROJECTION OF C/L OF US 1 LEADING WSW. EZ3699'57.3 FEET NW OF TP WITH ALUMINUM REF. TAG AND GUY WIRE. EZ3699'138.1 FEET S OF PP NO. 5127 WITH TRANSFORMER AND ALUMINUM REF. EZ3699'TAG. 96.1 FEET E OF 12 INCH PINE WITH ALUMINUM REF. TAG. EZ3699 EZ3699 STATION RECOVERY (1980) EZ3699 EZ3699'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ3699'THE STATION MARK WAS FOUND DESTROYED AND THE DISK RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2971 *********************************************************************** EB2971 DESIGNATION - DAIRY EB2971 PID - EB2971 EB2971 STATE/COUNTY- NC/RICHMOND EB2971 USGS QUAD - ROCKINGHAM (1982) EB2971 EB2971 *CURRENT SURVEY CONTROL EB2971 ___________________________________________________________________ EB2971* NAD 83(1986)- 34 55 41.11886(N) 079 46 41.28312(W) ADJUSTED EB2971* NAVD 88 - 84.5 (meters) 277. (feet) VERTCON EB2971 ___________________________________________________________________ EB2971 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EB2971 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2971 EB2971 HORZ ORDER - SECOND EB2971 EB2971.The North Carolina HARNS have been completed but, EB2971.due to contractual restrictions, coordinates for these stations EB2971.will NOT be published in the near future. In the interim, the EB2971.published coordinates in North Carolina will not be EB2971.consistent with the Continuously Operating Reference Stations EB2971.(CORS). The HARN coordinates for these stations are available EB2971.upon request. Contact Gary Thompson(919-733-3836). EB2971. EB2971.In addition, the published North Carolina positions EB2971.(NAD 83 (1986)) are NOT consistent with those determined in EB2971.adjacent state readjustments. The discontinuity between stations EB2971.located in North Carolina and those in adjacent states EB2971.which have been adjusted to the HARN may be as much as 5 EB2971.decimeters. This will result in a significant loss of accuracy EB2971.over lines crossing such state borders. EB2971 EB2971 EB2971.The horizontal coordinates were established by classical geodetic methods EB2971.and adjusted by the National Geodetic Survey in July 1986. EB2971 EB2971.The NAVD 88 height was computed by applying the VERTCON shift value to EB2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2971 EB2971.The Laplace correction was computed from DEFLEC99 derived deflections. EB2971 EB2971.The geoid height was determined by GEOID03. EB2971 EB2971; North East Units Scale Factor Converg. EB2971;SPC NC - 130,964.319 538,513.342 MT 0.99988845 -0 26 56.8 EB2971;SPC NC - 429,672.10 1,766,772.52 sFT 0.99988845 -0 26 56.8 EB2971;UTM 17 - 3,865,749.768 611,597.671 MT 0.99975349 +0 41 58.7 EB2971 EB2971! - Elev Factor x Scale Factor = Combined Factor EB2971!SPC NC - 0.99999163 x 0.99988845 = 0.99988008 EB2971!UTM 17 - 0.99999163 x 0.99975349 = 0.99974512 EB2971 EB2971: Primary Azimuth Mark Grid Az EB2971:SPC NC - DIGGS 208 39 55.5 EB2971:UTM 17 - DIGGS 207 31 00.0 EB2971 EB2971|---------------------------------------------------------------------| EB2971| PID Reference Object Distance Geod. Az | EB2971| dddmmss.s | EB2971| EB2976 VOLKSWAGON 335.054 METERS 03139 | EB2971| EB2955 DIGGS APPROX. 1.3 KM 2081258.7 | EB2971|---------------------------------------------------------------------| EB2971 EB2971 SUPERSEDED SURVEY CONTROL EB2971 EB2971 NAD 27 - 34 55 40.56023(N) 079 46 42.08335(W) AD( ) 2 EB2971 NGVD 29 (07/19/86) 84.8 (m) 278. (f) VERT ANG EB2971 EB2971.Superseded values are not recommended for survey control. EB2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2971.See file dsdata.txt to determine how the superseded data were derived. EB2971 EB2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1159865750(NAD 83) EB2971_MARKER: DE = TRAVERSE STATION DISK EB2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2971_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2971_STAMPING: DAIRY 1970 EB2971_MARK LOGO: NCGS EB2971_MAGNETIC: N = NO MAGNETIC MATERIAL EB2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2971+STABILITY: SURFACE MOTION EB2971 EB2971 HISTORY - Date Condition Report By EB2971 HISTORY - 1970 MONUMENTED NCGS EB2971 HISTORY - 1977 GOOD NCGS EB2971 EB2971 STATION DESCRIPTION EB2971 EB2971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2971'DAIRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2971'VICINITY OF HAMLET, NORTH CAROLINA. EB2971' EB2971'DAIRY IS LOCATED APPROXIMATELY 1.0 MILE SOUTH SOUTHWEST OF EB2971'ROCKINGHAM, GO SOUTHWEST ON US 1 FOR 0.6 MILE TO THE START OF US 1 EB2971'BECOMING A DIVIDED HIGHWAY. STATION IS IN THE MEDIAN OF US 1, EB2971'APPROXIMATELY 100 FEET FROM THE BEGINNING OF US 1 BECOMING A DIVIDED EB2971'HIGHWAY, AND APPROXIMATELY 150 FEET NORTH OF COBLE DAIRY EB2971'PRODUCTS BUILDING. EB2971' EB2971'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2971'DAIRY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2971'IS FLUSH WITH THE SURFACE OF THE GROUND. EB2971' EB2971'MARK IS EB2971' EB2971'24.9 FEET NW OF C/L OF N BOUND LANE OF US 1. EB2971'23.7 FEET SE OF C/L OF S BOUND LANE OF US 1. EB2971'8.8 FEET SW OF ALUMINUM REF. TAG ON POST OF DO NOT ENTER SIGN. EB2971'56.2 FEET SSW OF ALUMINUM REF. TAG ON POST OF KEEP RIGHT SIGN. EB2971'76.1 FEET NW OF ALUMINUM REF. TAG ON PP 4/1. EB2971'72.6 FEET NNW OF R/W MARKER ON S SIDE OF N BOUND LANE OF US 1. EB2971'77.8 FEET E OF R/W MARKER ON N SIDE OF S BOUND LANE OF US 1. EB2971 EB2971 STATION RECOVERY (1977) EB2971 EB2971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2971'THE STATION WAS RECOVERED IN GOOD CONDITION. EB2971' EB2971'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE EB2971'MARK IS 24.9 FEET NORTHWEST OF THE CENTERLINE OF NORTH BOUND LANE OF EB2971'US 1, 23.6 FEET SOUTHEAST OF THE CENTERLINE OF SOUTH BOUND LANE OF US EB2971'1, 6.9 FEET WEST-SOUTHWEST OF --DO NOT ENTER-- SIGN POST WITH EB2971'REFERENCE TAG, 69.2 FEET NORTH-NORTHWEST OF POWER POLE 7741 WITH EB2971'REFERENCE TAG AND 36.1 FEET NORTHEAST OF --STOP AHEAD-- SIGN POST WITH EB2971'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5741 *********************************************************************** EZ5741 DESIGNATION - DEER EZ5741 PID - EZ5741 EZ5741 STATE/COUNTY- NC/RICHMOND EZ5741 USGS QUAD - HOFFMAN (1982) EZ5741 EZ5741 *CURRENT SURVEY CONTROL EZ5741 ___________________________________________________________________ EZ5741* NAD 83(1986)- 35 04 26.44764(N) 079 35 24.26904(W) ADJUSTED EZ5741* NAVD 88 - 111.166 (meters) 364.72 (feet) ADJUSTED EZ5741 ___________________________________________________________________ EZ5741 LAPLACE CORR- -4.61 (seconds) DEFLEC99 EZ5741 GEOID HEIGHT- -31.50 (meters) GEOID03 EZ5741 DYNAMIC HT - 111.063 (meters) 364.38 (feet) COMP EZ5741 MODELED GRAV- 979,714.0 (mgal) NAVD 88 EZ5741 EZ5741 HORZ ORDER - SECOND EZ5741 VERT ORDER - SECOND CLASS II EZ5741 EZ5741.The North Carolina HARNS have been completed but, EZ5741.due to contractual restrictions, coordinates for these stations EZ5741.will NOT be published in the near future. In the interim, the EZ5741.published coordinates in North Carolina will not be EZ5741.consistent with the Continuously Operating Reference Stations EZ5741.(CORS). The HARN coordinates for these stations are available EZ5741.upon request. Contact Gary Thompson(919-733-3836). EZ5741. EZ5741.In addition, the published North Carolina positions EZ5741.(NAD 83 (1986)) are NOT consistent with those determined in EZ5741.adjacent state readjustments. The discontinuity between stations EZ5741.located in North Carolina and those in adjacent states EZ5741.which have been adjusted to the HARN may be as much as 5 EZ5741.decimeters. This will result in a significant loss of accuracy EZ5741.over lines crossing such state borders. EZ5741 EZ5741 EZ5741.The horizontal coordinates were established by classical geodetic methods EZ5741.and adjusted by the National Geodetic Survey in March 1990. EZ5741 EZ5741.The orthometric height was determined by differential leveling EZ5741.and adjusted by the National Geodetic Survey in August 2000. EZ5741 EZ5741.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5741 EZ5741.The geoid height was determined by GEOID03. EZ5741 EZ5741.The dynamic height is computed by dividing the NAVD 88 EZ5741.geopotential number by the normal gravity value computed on the EZ5741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5741.degrees latitude (g = 980.6199 gals.). EZ5741 EZ5741.The modeled gravity was interpolated from observed gravity values. EZ5741 EZ5741; North East Units Scale Factor Converg. EZ5741;SPC NC - 147,032.701 555,789.843 MT 0.99987738 -0 20 26.1 EZ5741;SPC NC - 482,389.79 1,823,453.84 sFT 0.99987738 -0 20 26.1 EZ5741;UTM 17 - 3,882,159.865 628,546.501 MT 0.99980365 +0 48 37.1 EZ5741 EZ5741! - Elev Factor x Scale Factor = Combined Factor EZ5741!SPC NC - 0.99998750 x 0.99987738 = 0.99986488 EZ5741!UTM 17 - 0.99998750 x 0.99980365 = 0.99979115 EZ5741 EZ5741 SUPERSEDED SURVEY CONTROL EZ5741 EZ5741 NGVD 29 (03/28/90) 111.4 (m) 365. (f) VERT ANG EZ5741 EZ5741.Superseded values are not recommended for survey control. EZ5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5741.See file dsdata.txt to determine how the superseded data were derived. EZ5741 EZ5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2854782160(NAD 83) EZ5741_MARKER: DE = TRAVERSE STATION DISK EZ5741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5741_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5741_STAMPING: DEER 1977 EZ5741_MARK LOGO: NCGS EZ5741_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5741+STABILITY: SURFACE MOTION EZ5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5741+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5741 EZ5741 HISTORY - Date Condition Report By EZ5741 HISTORY - 1977 MONUMENTED NCGS EZ5741 HISTORY - 1985 GOOD USPSQD EZ5741 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5741 HISTORY - 19980317 GOOD NCGS EZ5741 EZ5741 STATION DESCRIPTION EZ5741 EZ5741'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5741'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5741'3.7 MILES NORTHWEST OF HOFFMAN. EZ5741' EZ5741'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5741'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5741'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5741'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 4.05 MILES TO STATION IN EZ5741'RIGHT ROAD SHOULDER, 0.7 MILE SOUTH OF T INTERSECTION WITH SR 1473 EZ5741'(EAST). EZ5741' EZ5741'STATION MARK IS A STANDARD DISK STAMPED---DEER 1977---, SET IN THE TOP EZ5741'OF A CONCRETE CYLINDER, WHICH IS 8 INCHES BELOW THE GROUND SURFACE. EZ5741'THE MARK IS 12.9 FEET EAST-SOUTHEAST OF THE CENTERLINE OF SR 1003 AND EZ5741'37.3 FEET NORTH-NORTHWEST OF A 10 INCH PINE, 40.1 FEET NORTHWEST OF A EZ5741'4 INCH OAK, 52.3 FEET SOUTHEAST OF A 4 INCH OAK AND 61.7 FEET EZ5741'WEST-SOUTHWEST OF A 6 INCH PINE ALL WITH REFERENCE TAGS. EZ5741 EZ5741 STATION RECOVERY (1985) EZ5741 EZ5741'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5741'RECOVERED IN GOOD CONDITION. EZ5741 EZ5741 STATION RECOVERY (1996) EZ5741 EZ5741'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5741'MARK NOT FOUND. EZ5741 EZ5741 STATION RECOVERY (1998) EZ5741 EZ5741'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5741'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. 10-INCH PINE EZ5741'IS NOW 14-INCHES, 4-INCH OAK IS NOW 6-INCHES, 4-INCH OAK NORTHWEST IS EZ5741'NOW 12-INCHES, AND 6-INCH PINE IS NOW 13-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5742 *********************************************************************** EZ5742 DESIGNATION - DERBY EZ5742 PID - EZ5742 EZ5742 STATE/COUNTY- NC/RICHMOND EZ5742 USGS QUAD - NORMAN (1983) EZ5742 EZ5742 *CURRENT SURVEY CONTROL EZ5742 ___________________________________________________________________ EZ5742* NAD 83(1986)- 35 07 58.41298(N) 079 37 32.90837(W) ADJUSTED EZ5742* NAVD 88 - 155.894 (meters) 511.46 (feet) ADJUSTED EZ5742 ___________________________________________________________________ EZ5742 LAPLACE CORR- -3.72 (seconds) DEFLEC99 EZ5742 GEOID HEIGHT- -31.25 (meters) GEOID03 EZ5742 DYNAMIC HT - 155.753 (meters) 511.00 (feet) COMP EZ5742 MODELED GRAV- 979,725.0 (mgal) NAVD 88 EZ5742 EZ5742 HORZ ORDER - SECOND EZ5742 VERT ORDER - SECOND CLASS II EZ5742 EZ5742.The North Carolina HARNS have been completed but, EZ5742.due to contractual restrictions, coordinates for these stations EZ5742.will NOT be published in the near future. In the interim, the EZ5742.published coordinates in North Carolina will not be EZ5742.consistent with the Continuously Operating Reference Stations EZ5742.(CORS). The HARN coordinates for these stations are available EZ5742.upon request. Contact Gary Thompson(919-733-3836). EZ5742. EZ5742.In addition, the published North Carolina positions EZ5742.(NAD 83 (1986)) are NOT consistent with those determined in EZ5742.adjacent state readjustments. The discontinuity between stations EZ5742.located in North Carolina and those in adjacent states EZ5742.which have been adjusted to the HARN may be as much as 5 EZ5742.decimeters. This will result in a significant loss of accuracy EZ5742.over lines crossing such state borders. EZ5742 EZ5742 EZ5742.The horizontal coordinates were established by classical geodetic methods EZ5742.and adjusted by the National Geodetic Survey in March 1990. EZ5742 EZ5742.The orthometric height was determined by differential leveling EZ5742.and adjusted by the National Geodetic Survey in August 2000. EZ5742 EZ5742.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5742 EZ5742.The geoid height was determined by GEOID03. EZ5742 EZ5742.The dynamic height is computed by dividing the NAVD 88 EZ5742.geopotential number by the normal gravity value computed on the EZ5742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5742.degrees latitude (g = 980.6199 gals.). EZ5742 EZ5742.The modeled gravity was interpolated from observed gravity values. EZ5742 EZ5742; North East Units Scale Factor Converg. EZ5742;SPC NC - 153,583.928 552,572.404 MT 0.99987473 -0 21 40.3 EZ5742;SPC NC - 503,883.27 1,812,897.96 sFT 0.99987473 -0 21 40.3 EZ5742;UTM 17 - 3,888,644.608 625,198.318 MT 0.99979318 +0 47 27.3 EZ5742 EZ5742! - Elev Factor x Scale Factor = Combined Factor EZ5742!SPC NC - 0.99998044 x 0.99987473 = 0.99985517 EZ5742!UTM 17 - 0.99998044 x 0.99979318 = 0.99977362 EZ5742 EZ5742 SUPERSEDED SURVEY CONTROL EZ5742 EZ5742 NGVD 29 (03/28/90) 156.1 (m) 512. (f) VERT ANG EZ5742 EZ5742.Superseded values are not recommended for survey control. EZ5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5742.See file dsdata.txt to determine how the superseded data were derived. EZ5742 EZ5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2519888645(NAD 83) EZ5742_MARKER: DE = TRAVERSE STATION DISK EZ5742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5742_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5742_STAMPING: DERBY 1977 EZ5742_MARK LOGO: NCGS EZ5742_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5742+STABILITY: SURFACE MOTION EZ5742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5742+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1998 EZ5742 EZ5742 HISTORY - Date Condition Report By EZ5742 HISTORY - 1977 MONUMENTED NCGS EZ5742 HISTORY - 1985 GOOD USPSQD EZ5742 HISTORY - 19930721 GOOD NCGS EZ5742 HISTORY - 19980210 GOOD NCGS EZ5742 EZ5742 STATION DESCRIPTION EZ5742 EZ5742'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5742'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTHEAST OF DERBY, 5.2 EZ5742'MILES SOUTH OF JACKSON SPRINGS AND 8.2 MILES NORTH-NORTHWEST OF EZ5742'HOFFMAN. EZ5742' EZ5742'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH SR 1003 EZ5742'(RICHMOND-MONTGOMERY COUNTY LINE) IN WINDBLOW, PROCEED SOUTHEASTERLY EZ5742'ALONG SR 1003 FOR 3.75 MILES TO JONES SPRINGS CHURCH CEMETERY ON LEFT EZ5742'AND STATION ON RIGHT 0.1 MILE NORTHWEST OF SR 1468 (SOUTHWEST). EZ5742' EZ5742'STATION MARK IS A STANDARD DISK STAMPED---DERBY 1977---, SET IN THE EZ5742'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5742'THE MARK IS 26.9 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1003, EZ5742'81.6 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF CECIL GAIL MALLARD EZ5742'GRAVESTONE, AND 14.9 FEET EAST-NORTHEAST OF AN 8 INCH PINE, 50.0 FEET EZ5742'SOUTHEAST OF A 10 INCH PINE, 69.5 FEET NORTH-NORTHWEST OF A 4 INCH EZ5742'PINE ALL WITH REFERENCE TAGS. EZ5742 EZ5742 STATION RECOVERY (1985) EZ5742 EZ5742'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5742'RECOVERED IN GOOD CONDITION. EZ5742 EZ5742 STATION RECOVERY (1993) EZ5742 EZ5742'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5742'RECOVERED AS DESCRIBED. EZ5742 EZ5742 STATION RECOVERY (1998) EZ5742 EZ5742'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5742'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. LOCATED 14.9 EZ5742'FT (4.5 M) EAST-NORTHEAST OF A 13-INCH PINE, 50.0 FT (15.2 M) EZ5742'SOUTHEAST OF A 14-INCH PINE, 70.3 FT (21.4 M) NORTH-NORTHWEST OF A 10 EZ5742'INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2955 *********************************************************************** EB2955 DESIGNATION - DIGGS EB2955 PID - EB2955 EB2955 STATE/COUNTY- NC/RICHMOND EB2955 USGS QUAD - ROCKINGHAM (1982) EB2955 EB2955 *CURRENT SURVEY CONTROL EB2955 ___________________________________________________________________ EB2955* NAD 83(1986)- 34 55 05.24559(N) 079 47 04.65113(W) ADJUSTED EB2955* NAVD 88 - 82.9 (meters) 272. (feet) VERTCON EB2955 ___________________________________________________________________ EB2955 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EB2955 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2955 EB2955 HORZ ORDER - SECOND EB2955 EB2955.The North Carolina HARNS have been completed but, EB2955.due to contractual restrictions, coordinates for these stations EB2955.will NOT be published in the near future. In the interim, the EB2955.published coordinates in North Carolina will not be EB2955.consistent with the Continuously Operating Reference Stations EB2955.(CORS). The HARN coordinates for these stations are available EB2955.upon request. Contact Gary Thompson(919-733-3836). EB2955. EB2955.In addition, the published North Carolina positions EB2955.(NAD 83 (1986)) are NOT consistent with those determined in EB2955.adjacent state readjustments. The discontinuity between stations EB2955.located in North Carolina and those in adjacent states EB2955.which have been adjusted to the HARN may be as much as 5 EB2955.decimeters. This will result in a significant loss of accuracy EB2955.over lines crossing such state borders. EB2955 EB2955 EB2955.The horizontal coordinates were established by classical geodetic methods EB2955.and adjusted by the National Geodetic Survey in July 1986. EB2955 EB2955.The NAVD 88 height was computed by applying the VERTCON shift value to EB2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2955 EB2955.The Laplace correction was computed from DEFLEC99 derived deflections. EB2955 EB2955.The geoid height was determined by GEOID03. EB2955 EB2955; North East Units Scale Factor Converg. EB2955;SPC NC - 129,863.658 537,911.610 MT 0.99988944 -0 27 10.3 EB2955;SPC NC - 426,061.02 1,764,798.34 sFT 0.99988944 -0 27 10.3 EB2955;UTM 17 - 3,864,637.417 611,018.204 MT 0.99975190 +0 41 44.7 EB2955 EB2955! - Elev Factor x Scale Factor = Combined Factor EB2955!SPC NC - 0.99999188 x 0.99988944 = 0.99988132 EB2955!UTM 17 - 0.99999188 x 0.99975190 = 0.99974378 EB2955 EB2955: Primary Azimuth Mark Grid Az EB2955:SPC NC - NORMAN 220 21 25.0 EB2955:UTM 17 - NORMAN 219 12 30.0 EB2955 EB2955|---------------------------------------------------------------------| EB2955| PID Reference Object Distance Geod. Az | EB2955| dddmmss.s | EB2955| EB2967 NORMAN APPROX. 2.0 KM 2195414.7 | EB2955|---------------------------------------------------------------------| EB2955 EB2955 SUPERSEDED SURVEY CONTROL EB2955 EB2955 NAD 27 - 34 55 04.68587(N) 079 47 05.45055(W) AD( ) 2 EB2955 NGVD 29 (07/19/86) 83.2 (m) 273. (f) VERT ANG EB2955 EB2955.Superseded values are not recommended for survey control. EB2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2955.See file dsdata.txt to determine how the superseded data were derived. EB2955 EB2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1101864637(NAD 83) EB2955_MARKER: DE = TRAVERSE STATION DISK EB2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2955_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2955_STAMPING: DIGGS 1970 EB2955_MARK LOGO: NCGS EB2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2955+STABILITY: SURFACE MOTION EB2955 EB2955 HISTORY - Date Condition Report By EB2955 HISTORY - 1970 MONUMENTED NCGS EB2955 EB2955 STATION DESCRIPTION EB2955 EB2955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2955'DIGGS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2955'VICINITY OF HAMLET, NORTH CAROLINA. EB2955' EB2955'DIGGS IS LOCATED APPROXIMATELY 1.6 MILES SSW OF ROCKINGHAM. TO REACH EB2955'STATION PROCEED FROM THE INTERSECTION OF US 74 AND US 1 IN EB2955'ROCKINGHAM, GO SOUTHWEST ON US 1 FOR 1.0 MILE TO INTERSECTION US 1 EB2955'AND SR 1974, CONTINUE SOUTHWEST ON US 1 FOR 0.4 MILE TO STATION ON EB2955'LEFT, IN NORTHEAST CORNER OF INTERSECTION OF US SR 1136. EB2955' EB2955'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DIGGS EB2955'1970, SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH EB2955'WITH THE SURFACE OF THE GROUND. EB2955' EB2955'MARK IS EB2955' EB2955'32.1 FEET SE OF C/L OF US 1. EB2955'98.8 FEET NE OF C/L OF SR 1136. EB2955'92.6 FEET SSW OF ALUMINUM REF. TAG ON N POLE OF IN CONTROL SIGN. EB2955'78.9 FEET WSW OF ALUMINUM REF. TAG ON S POLE OF NATURAL GAS SIGN. EB2955'84.0 FEET SW OF ALUMINUM REF. TAG ON S POLE OF IN CONTROL SIGN. EB2955'27.7 FEET W OF ALUMINUM REF. TAG ON 5 INCH PINE TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3660 *********************************************************************** EB3660 DESIGNATION - DITCH EB3660 PID - EB3660 EB3660 STATE/COUNTY- NC/RICHMOND EB3660 USGS QUAD - DIGGS (1982) EB3660 EB3660 *CURRENT SURVEY CONTROL EB3660 ___________________________________________________________________ EB3660* NAD 83(1986)- 34 52 28.26402(N) 079 49 45.02238(W) ADJUSTED EB3660* NAVD 88 - 47.4 (meters) 156. (feet) VERTCON EB3660 ___________________________________________________________________ EB3660 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EB3660 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3660 EB3660 HORZ ORDER - SECOND EB3660 EB3660.The North Carolina HARNS have been completed but, EB3660.due to contractual restrictions, coordinates for these stations EB3660.will NOT be published in the near future. In the interim, the EB3660.published coordinates in North Carolina will not be EB3660.consistent with the Continuously Operating Reference Stations EB3660.(CORS). The HARN coordinates for these stations are available EB3660.upon request. Contact Gary Thompson(919-733-3836). EB3660. EB3660.In addition, the published North Carolina positions EB3660.(NAD 83 (1986)) are NOT consistent with those determined in EB3660.adjacent state readjustments. The discontinuity between stations EB3660.located in North Carolina and those in adjacent states EB3660.which have been adjusted to the HARN may be as much as 5 EB3660.decimeters. This will result in a significant loss of accuracy EB3660.over lines crossing such state borders. EB3660 EB3660 EB3660.The horizontal coordinates were established by classical geodetic methods EB3660.and adjusted by the National Geodetic Survey in March 1990. EB3660 EB3660.The NAVD 88 height was computed by applying the VERTCON shift value to EB3660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3660 EB3660.The Laplace correction was computed from DEFLEC99 derived deflections. EB3660 EB3660.The geoid height was determined by GEOID03. EB3660 EB3660; North East Units Scale Factor Converg. EB3660;SPC NC - 125,059.843 533,801.080 MT 0.99989413 -0 28 42.9 EB3660;SPC NC - 410,300.50 1,751,312.38 sFT 0.99989413 -0 28 42.9 EB3660;UTM 17 - 3,859,752.897 607,005.357 MT 0.99974112 +0 40 10.3 EB3660 EB3660! - Elev Factor x Scale Factor = Combined Factor EB3660!SPC NC - 0.99999745 x 0.99989413 = 0.99989158 EB3660!UTM 17 - 0.99999745 x 0.99974112 = 0.99973857 EB3660 EB3660 SUPERSEDED SURVEY CONTROL EB3660 EB3660 NGVD 29 (03/28/90) 47.7 (m) 156. (f) VERT ANG EB3660 EB3660.Superseded values are not recommended for survey control. EB3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3660.See file dsdata.txt to determine how the superseded data were derived. EB3660 EB3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0700559753(NAD 83) EB3660_MARKER: DE = TRAVERSE STATION DISK EB3660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3660_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3660_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3660+STABILITY: SURFACE MOTION EB3660 EB3660 HISTORY - Date Condition Report By EB3660 HISTORY - 1977 MONUMENTED NCGS EB3660 EB3660 STATION DESCRIPTION EB3660 EB3660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3660'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTH OF CORDOVA AND EB3660'5.4 MILES SOUTHWEST OF ROCKINGHAM. EB3660' EB3660'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3660'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3660'SOUTHWEST ALONG US 1 FOR 4.6 MILES TO STATION ON RIGHT, APPROXIMATELY EB3660'125 FEET WEST OF PICNIC TABLE AND 1.0 MILE NORTHEAST OF SR 1104 EB3660'CROSSROAD. EB3660' EB3660'STATION MARK IS A STANDARD DISK STAMPED---DITCH 1977---, SET IN THE EB3660'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EB3660'SURFACE. THE MARK IS 24.3 FEET NORTH OF THE CENTERLINE OF US 1, 24.0 EB3660'FEET SOUTH-SOUTHWEST OF A 5 INCH DOGWOOD WITH REFERENCE TAG, 31.4 FEET EB3660'SOUTHWEST OF A 14 INCH GUM WITH REFERENCE TAG, 98.3 FEET EB3660'EAST-SOUTHEAST OF A 20 INCH GUM WITH REFERENCE TAG, 76.6 FEET EB3660'NORTHEAST OF A 10 INCH SYCAMORE WITH REFERENCE TAG AND 93.8 FEET EB3660'NORTHWEST OF A 14 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5743 *********************************************************************** EZ5743 DESIGNATION - DIXIE EZ5743 PID - EZ5743 EZ5743 STATE/COUNTY- NC/RICHMOND EZ5743 USGS QUAD - ELLERBE (1982) EZ5743 EZ5743 *CURRENT SURVEY CONTROL EZ5743 ___________________________________________________________________ EZ5743* NAD 83(1986)- 35 04 05.41067(N) 079 45 39.28802(W) ADJUSTED EZ5743* NAVD 88 - 163.1 (meters) 535. (feet) VERTCON EZ5743 ___________________________________________________________________ EZ5743 LAPLACE CORR- -4.35 (seconds) DEFLEC99 EZ5743 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ5743 EZ5743 HORZ ORDER - SECOND EZ5743 EZ5743.The North Carolina HARNS have been completed but, EZ5743.due to contractual restrictions, coordinates for these stations EZ5743.will NOT be published in the near future. In the interim, the EZ5743.published coordinates in North Carolina will not be EZ5743.consistent with the Continuously Operating Reference Stations EZ5743.(CORS). The HARN coordinates for these stations are available EZ5743.upon request. Contact Gary Thompson(919-733-3836). EZ5743. EZ5743.In addition, the published North Carolina positions EZ5743.(NAD 83 (1986)) are NOT consistent with those determined in EZ5743.adjacent state readjustments. The discontinuity between stations EZ5743.located in North Carolina and those in adjacent states EZ5743.which have been adjusted to the HARN may be as much as 5 EZ5743.decimeters. This will result in a significant loss of accuracy EZ5743.over lines crossing such state borders. EZ5743 EZ5743 EZ5743.The horizontal coordinates were established by classical geodetic methods EZ5743.and adjusted by the National Geodetic Survey in March 1990. EZ5743 EZ5743.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5743 EZ5743.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5743 EZ5743.The geoid height was determined by GEOID03. EZ5743 EZ5743; North East Units Scale Factor Converg. EZ5743;SPC NC - 146,490.511 540,205.659 MT 0.99987770 -0 26 21.0 EZ5743;SPC NC - 480,610.95 1,772,324.73 sFT 0.99987770 -0 26 21.0 EZ5743;UTM 17 - 3,881,304.817 612,977.873 MT 0.99975731 +0 42 43.2 EZ5743 EZ5743! - Elev Factor x Scale Factor = Combined Factor EZ5743!SPC NC - 0.99997926 x 0.99987770 = 0.99985697 EZ5743!UTM 17 - 0.99997926 x 0.99975731 = 0.99973658 EZ5743 EZ5743 SUPERSEDED SURVEY CONTROL EZ5743 EZ5743 NGVD 29 (03/28/90) 163.4 (m) 536. (f) VERT ANG EZ5743 EZ5743.Superseded values are not recommended for survey control. EZ5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5743.See file dsdata.txt to determine how the superseded data were derived. EZ5743 EZ5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1297881305(NAD 83) EZ5743_MARKER: DE = TRAVERSE STATION DISK EZ5743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5743_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5743_STAMPING: DIXIE 1977 EZ5743_MARK LOGO: NCGS EZ5743_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5743+STABILITY: SURFACE MOTION EZ5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5743+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993 EZ5743 EZ5743 HISTORY - Date Condition Report By EZ5743 HISTORY - 1977 MONUMENTED NCGS EZ5743 HISTORY - 19930728 GOOD NCGS EZ5743 EZ5743 STATION DESCRIPTION EZ5743 EZ5743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5743'THE STATION IS LOCATED IN ELLERBE. EZ5743' EZ5743'TO REACH THE STATION FROM THE INTERSECTION OF US 220 (MAIN STREET) EZ5743'WITH SR 1309 (PAGE STREET) IN ELLERBE, PROCEED SOUTHERLY ALONG US 220 EZ5743'FOR 0.2 MILE TO STATION ON THE LEFT, 125 FEET SOUTH OF SR 1450 EZ5743'(LEDBETTER STREET). EZ5743' EZ5743'STATION MARK IS A STANDARD DISK STAMPED---DIXIE 1977---SET IN THE TOP EZ5743'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5743'MARK IS 29.7 FEET EAST OF CENTERLINE OF US 220, 20.9 FEET WEST- EZ5743'SOUTHWEST OF 12 INCH PECAN WITH REFERENCE TAG, 24.2 FEET NORTH EZ5743'NORTHEAST OF POWER POLE 941 WITH LIGHT, TRANSFORMER AND REFERENCE TAG, EZ5743'54.0 FEET EAST OF 6 INCH CHINABERRY WITH REFERENCE TAG AND 79.9 FEET EZ5743'EAST-NORTHEAST OF POWER POLE 174 WITH REFERENCE TAG. EZ5743 EZ5743 STATION RECOVERY (1993) EZ5743 EZ5743'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5743'RECOVERED AS DESCRIBED. MARK IS LOCATED 57.3 FT (17.5 M) SOUTHWEST OF EZ5743'THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5744 *********************************************************************** EZ5744 DESIGNATION - DONRAY EZ5744 PID - EZ5744 EZ5744 STATE/COUNTY- NC/RICHMOND EZ5744 USGS QUAD - HARRISVILLE (1994) EZ5744 EZ5744 *CURRENT SURVEY CONTROL EZ5744 ___________________________________________________________________ EZ5744* NAD 83(1986)- 35 08 11.04240(N) 079 50 21.99062(W) ADJUSTED EZ5744* NAVD 88 - 177.6 (meters) 583. (feet) VERTCON EZ5744 ___________________________________________________________________ EZ5744 LAPLACE CORR- -2.35 (seconds) DEFLEC99 EZ5744 GEOID HEIGHT- -30.74 (meters) GEOID03 EZ5744 EZ5744 HORZ ORDER - SECOND EZ5744 EZ5744.The North Carolina HARNS have been completed but, EZ5744.due to contractual restrictions, coordinates for these stations EZ5744.will NOT be published in the near future. In the interim, the EZ5744.published coordinates in North Carolina will not be EZ5744.consistent with the Continuously Operating Reference Stations EZ5744.(CORS). The HARN coordinates for these stations are available EZ5744.upon request. Contact Gary Thompson(919-733-3836). EZ5744. EZ5744.In addition, the published North Carolina positions EZ5744.(NAD 83 (1986)) are NOT consistent with those determined in EZ5744.adjacent state readjustments. The discontinuity between stations EZ5744.located in North Carolina and those in adjacent states EZ5744.which have been adjusted to the HARN may be as much as 5 EZ5744.decimeters. This will result in a significant loss of accuracy EZ5744.over lines crossing such state borders. EZ5744 EZ5744 EZ5744.The horizontal coordinates were established by classical geodetic methods EZ5744.and adjusted by the National Geodetic Survey in March 1990. EZ5744 EZ5744.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5744 EZ5744.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5744 EZ5744.The geoid height was determined by GEOID03. EZ5744 EZ5744; North East Units Scale Factor Converg. EZ5744;SPC NC - 154,116.749 533,107.998 MT 0.99987461 -0 29 04.2 EZ5744;SPC NC - 505,631.37 1,749,038.49 sFT 0.99987461 -0 29 04.2 EZ5744;UTM 17 - 3,888,785.874 605,729.274 MT 0.99973777 +0 40 04.8 EZ5744 EZ5744! - Elev Factor x Scale Factor = Combined Factor EZ5744!SPC NC - 0.99997695 x 0.99987461 = 0.99985156 EZ5744!UTM 17 - 0.99997695 x 0.99973777 = 0.99971473 EZ5744 EZ5744 SUPERSEDED SURVEY CONTROL EZ5744 EZ5744 NGVD 29 (03/28/90) 177.8 (m) 583. (f) VERT ANG EZ5744 EZ5744.Superseded values are not recommended for survey control. EZ5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5744.See file dsdata.txt to determine how the superseded data were derived. EZ5744 EZ5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0572988786(NAD 83) EZ5744_MARKER: DE = TRAVERSE STATION DISK EZ5744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5744_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5744_STAMPING: DONRAY 1977 EZ5744_MARK LOGO: NCGS EZ5744_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5744+STABILITY: SURFACE MOTION EZ5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5744+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993 EZ5744 EZ5744 HISTORY - Date Condition Report By EZ5744 HISTORY - 1977 MONUMENTED NCGS EZ5744 HISTORY - 19930728 GOOD NCGS EZ5744 EZ5744 STATION DESCRIPTION EZ5744 EZ5744'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5744'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTHEAST OF EXWAY AND EZ5744'6.2 MILES NORTHWEST OF ELLERBE. EZ5744' EZ5744'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH SR 1005 IN EZ5744'THE COVINGTON COMMUNITY, PROCEED NORTHERLY ALONG SR 1005 FOR 0.45 MILE EZ5744'TO SR 1322 ON RIGHT, THENCE EASTERLY ALONG SR 1322 FOR 0.5 MILE TO EZ5744'HIGH VOLTAGE LINES AND STATION ON RIGHT AT EASTERNMOST OF DOUBLE POWER EZ5744'POLES AND 0.8 MILE WEST OF CONCORD CHURCH. EZ5744' EZ5744'STATION MARK IS A STANDARD DISK STAMPED----DONRAY 1977----SET IN THE EZ5744'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5744'THE MARK IS 120.3 FEET SOUTH OF THE CENTERLINE OF SR 1322 AND 1.9 FEET EZ5744'EAST OF POWER POLE, 124.5 FEET EAST-SOUTHEAST OF 10 INCH PINE AND EZ5744'108.8 FEET NORTH-NORTHEAST OF AN 8 INCH PINE ALL WITH REFERENCE TAGS. EZ5744 EZ5744 STATION RECOVERY (1993) EZ5744 EZ5744'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5744'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2830 *********************************************************************** EB2830 DESIGNATION - DRAGWAY EB2830 PID - EB2830 EB2830 STATE/COUNTY- NC/RICHMOND EB2830 USGS QUAD - MARSTON (1982) EB2830 EB2830 *CURRENT SURVEY CONTROL EB2830 ___________________________________________________________________ EB2830* NAD 83(1986)- 34 58 36.07529(N) 079 36 54.49114(W) ADJUSTED EB2830* NAVD 88 - 133.8 (meters) 439. (feet) VERTCON EB2830 ___________________________________________________________________ EB2830 LAPLACE CORR- -4.81 (seconds) DEFLEC99 EB2830 GEOID HEIGHT- -31.61 (meters) GEOID03 EB2830 EB2830 HORZ ORDER - SECOND EB2830 EB2830.The North Carolina HARNS have been completed but, EB2830.due to contractual restrictions, coordinates for these stations EB2830.will NOT be published in the near future. In the interim, the EB2830.published coordinates in North Carolina will not be EB2830.consistent with the Continuously Operating Reference Stations EB2830.(CORS). The HARN coordinates for these stations are available EB2830.upon request. Contact Gary Thompson(919-733-3836). EB2830. EB2830.In addition, the published North Carolina positions EB2830.(NAD 83 (1986)) are NOT consistent with those determined in EB2830.adjacent state readjustments. The discontinuity between stations EB2830.located in North Carolina and those in adjacent states EB2830.which have been adjusted to the HARN may be as much as 5 EB2830.decimeters. This will result in a significant loss of accuracy EB2830.over lines crossing such state borders. EB2830 EB2830 EB2830.The horizontal coordinates were established by classical geodetic methods EB2830.and adjusted by the National Geodetic Survey in July 1986. EB2830 EB2830.The NAVD 88 height was computed by applying the VERTCON shift value to EB2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2830 EB2830.The Laplace correction was computed from DEFLEC99 derived deflections. EB2830 EB2830.The geoid height was determined by GEOID03. EB2830 EB2830; North East Units Scale Factor Converg. EB2830;SPC NC - 136,250.663 553,437.492 MT 0.99988405 -0 21 18.1 EB2830;SPC NC - 447,015.72 1,815,736.17 sFT 0.99988405 -0 21 18.1 EB2830;UTM 17 - 3,871,333.659 626,411.178 MT 0.99979695 +0 47 38.3 EB2830 EB2830! - Elev Factor x Scale Factor = Combined Factor EB2830!SPC NC - 0.99998395 x 0.99988405 = 0.99986801 EB2830!UTM 17 - 0.99998395 x 0.99979695 = 0.99978091 EB2830 EB2830: Primary Azimuth Mark Grid Az EB2830:SPC NC - CAROLINA 089 01 00.2 EB2830:UTM 17 - CAROLINA 087 52 03.8 EB2830 EB2830|---------------------------------------------------------------------| EB2830| PID Reference Object Distance Geod. Az | EB2830| dddmmss.s | EB2830| EB2831 CAROLINA APPROX. 0.5 KM 0883942.1 | EB2830|---------------------------------------------------------------------| EB2830 EB2830 SUPERSEDED SURVEY CONTROL EB2830 EB2830 NAD 27 - 34 58 35.51948(N) 079 36 55.30495(W) AD( ) 2 EB2830 NGVD 29 (07/19/86) 134.1 (m) 440. (f) VERT ANG EB2830 EB2830.Superseded values are not recommended for survey control. EB2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2830.See file dsdata.txt to determine how the superseded data were derived. EB2830 EB2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2641171334(NAD 83) EB2830_MARKER: DE = TRAVERSE STATION DISK EB2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2830_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2830_STAMPING: DRAGWAY 1972 EB2830_MARK LOGO: NCGS EB2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2830+STABILITY: SURFACE MOTION EB2830 EB2830 HISTORY - Date Condition Report By EB2830 HISTORY - 1972 MONUMENTED NCGS EB2830 EB2830 STATION DESCRIPTION EB2830 EB2830'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB2830'DRAGWAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2830'THE VICINITY OF HOFFMAN, NORTH CAROLINA. EB2830' EB2830'DRAGWAY IS LOCATED APPROXIMATELY 5.3 MILES SOUTHWEST OF HOFFMAN AND EB2830'9.2 MILES ENE OF ROCKINGHAM. TO REACH STATION FROM THE INTERSECTION EB2830'OF US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED WEST ALONG US 1 FOR EB2830'0.8 MILE TO STATION ON LEFT, 1.1 MILE EAST OF INTERSECTION WITH SR EB2830'1605, ON N. C. MOTOR SPEEDWAY PROPERTY AND ACROSS FROM THE EB2830'ROCKINGHAM INTERNATIONAL DRAGWAY ENTRANCE. EB2830' EB2830'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DRAGWAY EB2830'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2830'FLUSH WITH THE GROUND. EB2830' EB2830'MARK IS EB2830' EB2830'38.6 FEET S OF C/L OF US 1. EB2830'83.1 FEET ENE OF 12 INCH PINE WITH ALUMINUM REF. TAG. EB2830'89.8 FEET WNW OF 10 INCH PINE WITH ALUMINUM REF. TAG. EB2830'112.1 FEET E OF R/W MARKER ON S SIDE OF US 1. EB2830'61.8 FEET SW OF CENTER OF INTERSECTION OF PAVED ENTRANCE TO EB2830'DRAGWAY WITH US 1. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2133 *********************************************************************** EZ2133 DESIGNATION - DROWNING EZ2133 PID - EZ2133 EZ2133 STATE/COUNTY- NC/RICHMOND EZ2133 USGS QUAD - PINEBLUFF (1982) EZ2133 EZ2133 *CURRENT SURVEY CONTROL EZ2133 ___________________________________________________________________ EZ2133* NAD 83(1986)- 35 03 35.15053(N) 079 29 40.70331(W) ADJUSTED EZ2133* NAVD 88 - 85.213 (meters) 279.57 (feet) ADJUSTED EZ2133 ___________________________________________________________________ EZ2133 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EZ2133 GEOID HEIGHT- -31.82 (meters) GEOID03 EZ2133 DYNAMIC HT - 85.134 (meters) 279.31 (feet) COMP EZ2133 MODELED GRAV- 979,705.8 (mgal) NAVD 88 EZ2133 EZ2133 HORZ ORDER - SECOND EZ2133 VERT ORDER - FIRST CLASS II EZ2133 EZ2133.The North Carolina HARNS have been completed but, EZ2133.due to contractual restrictions, coordinates for these stations EZ2133.will NOT be published in the near future. In the interim, the EZ2133.published coordinates in North Carolina will not be EZ2133.consistent with the Continuously Operating Reference Stations EZ2133.(CORS). The HARN coordinates for these stations are available EZ2133.upon request. Contact Gary Thompson(919-733-3836). EZ2133. EZ2133.In addition, the published North Carolina positions EZ2133.(NAD 83 (1986)) are NOT consistent with those determined in EZ2133.adjacent state readjustments. The discontinuity between stations EZ2133.located in North Carolina and those in adjacent states EZ2133.which have been adjusted to the HARN may be as much as 5 EZ2133.decimeters. This will result in a significant loss of accuracy EZ2133.over lines crossing such state borders. EZ2133 EZ2133 EZ2133.The horizontal coordinates were established by classical geodetic methods EZ2133.and adjusted by the National Geodetic Survey in July 1986. EZ2133 EZ2133.The orthometric height was determined by differential leveling EZ2133.and adjusted by the National Geodetic Survey in June 1991. EZ2133 EZ2133.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2133 EZ2133.The geoid height was determined by GEOID03. EZ2133 EZ2133.The dynamic height is computed by dividing the NAVD 88 EZ2133.geopotential number by the normal gravity value computed on the EZ2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2133.degrees latitude (g = 980.6199 gals.). EZ2133 EZ2133.The modeled gravity was interpolated from observed gravity values. EZ2133 EZ2133; North East Units Scale Factor Converg. EZ2133;SPC NC - 145,404.533 564,484.997 MT 0.99987818 -0 17 07.8 EZ2133;SPC NC - 477,048.04 1,851,981.19 sFT 0.99987818 -0 17 07.8 EZ2133;UTM 17 - 3,880,706.718 637,272.073 MT 0.99983224 +0 51 53.5 EZ2133 EZ2133! - Elev Factor x Scale Factor = Combined Factor EZ2133!SPC NC - 0.99999162 x 0.99987818 = 0.99986980 EZ2133!UTM 17 - 0.99999162 x 0.99983224 = 0.99982386 EZ2133 EZ2133: Primary Azimuth Mark Grid Az EZ2133:SPC NC - HIGH 029 45 25.5 EZ2133:UTM 17 - HIGH 028 36 24.2 EZ2133 EZ2133|---------------------------------------------------------------------| EZ2133| PID Reference Object Distance Geod. Az | EZ2133| dddmmss.s | EZ2133| EZ2131 HIGH APPROX. 1.1 KM 0292817.7 | EZ2133| EZ2134 GATE 362.648 METERS 22107 | EZ2133|---------------------------------------------------------------------| EZ2133 EZ2133 SUPERSEDED SURVEY CONTROL EZ2133 EZ2133 NAD 27 - 35 03 34.59163(N) 079 29 41.55288(W) AD( ) 2 EZ2133 NGVD 29 (10/06/93) 85.460 (m) 280.38 (f) ADJUSTED 1 2 EZ2133 EZ2133.Superseded values are not recommended for survey control. EZ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2133.See file dsdata.txt to determine how the superseded data were derived. EZ2133 EZ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3727280707(NAD 83) EZ2133_MARKER: DE = TRAVERSE STATION DISK EZ2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2133_SP_SET: CONCRETE POST EZ2133_STAMPING: DROWNING 1972 EZ2133_MARK LOGO: NCGS EZ2133_PROJECTION: RECESSED 8 CENTIMETERS EZ2133_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2133+STABILITY: SURFACE MOTION EZ2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2133+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004 EZ2133 EZ2133 HISTORY - Date Condition Report By EZ2133 HISTORY - 1972 MONUMENTED NCGS EZ2133 HISTORY - 1980 GOOD NCGS EZ2133 HISTORY - 1980 GOOD NCGS EZ2133 HISTORY - 19890105 MARK NOT FOUND USPSQD EZ2133 HISTORY - 19890501 MARK NOT FOUND USGS EZ2133 HISTORY - 20040409 GOOD GEOCAC EZ2133 EZ2133 STATION DESCRIPTION EZ2133 EZ2133'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2133'DROWNING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2133'THE VICINITY OF HOFFMAN, NORTH CAROLINA. EZ2133' EZ2133'DROWNING IS LOCATED APPROXIMATELY 3.8 MILES NORTHEAST OF HOFFMAN EZ2133'AND 6.1 MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM US 1 EZ2133'BRIDGE OVER DROWNING CREEK, PROCEED SOUTHWEST ALONG US 1 FOR 0.1 EZ2133'MILE TO STATION ON LEFT IN SHOULDER OF ROAD, AND 0.2 MILE NORTH OF EZ2133'THE ENTRANCE TO THE NORTH GATE OF CAMP MACKALL. EZ2133' EZ2133'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2133'DROWNING 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2133'WHICH IS 3 INCHES BELOW THE GROUND. EZ2133' EZ2133'MARK IS EZ2133'26.5 FEET SE OF C/L OF US 1. EZ2133'9.0 FEET S OF 4X4 SIGN POST WITH ALUMINUM REF. TAG. EZ2133'57.0 FEET NNW OF 10 INCH PINE WITH ALUMINUM REF. TAG. EZ2133'55.7 FEET W OF 6 INCH PINE WITH ALUMINUM REF. TAG. EZ2133'39.2 FEET S OF THE INTERSECTION OF C/L OF US 1 WITH THE EZ2133'PROJECTION OF C/L OF WOODS ROAD EAST. EZ2133 EZ2133 STATION RECOVERY (1980) EZ2133 EZ2133'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ2133'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK EZ2133'IS 5.8 FEET NORTH OF THE ROAD SIGN. EZ2133 EZ2133 STATION RECOVERY (1980) EZ2133 EZ2133'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ2133'3.7 MI SSW FROM PINEBLUFF. EZ2133'0.1 MILE SOUTHWEST ALONG U.S. 1 FROM THE RICHMOND-MOORE COUNTY LINE EZ2133'AND BRIDGE OVER DROWNING CREEK, IN SOUTHEAST SHOULDER OF HIGHWAY, AT EZ2133'A HIGHWAY SIGN, AND 0.2 MILE NORTH OF ROAD TO CAMP MACKALL, 26.5 FEET EZ2133'SOUTHEAST OF CENTERLINE OF HIGHWAY, 5.8 FEET NORTH OF SIGN POST, EZ2133'57.0 FEET NORTHWEST OF 10 INCH PINE WITH REFERENCE TAG, 55.7 FEET WEST EZ2133'OF 6 INCH PINE WITH REFERENCE TAG AND 39.2 FEET SOUTH OF INTERSECTION EZ2133'OF CENTERLINES OF HIGHWAY AND WOODS ROAD LEADING EAST. EZ2133'THE MARK IS 0.5 FT BELOW HIGHWAY. EZ2133 EZ2133 STATION RECOVERY (1989) EZ2133 EZ2133'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWB) EZ2133'MARK NOT FOUND. EZ2133 EZ2133 STATION RECOVERY (1989) EZ2133 EZ2133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO) EZ2133'MARK NOT FOUND. EZ2133 EZ2133 STATION RECOVERY (2004) EZ2133 EZ2133'RECOVERY NOTE BY GEOCACHING 2004 (MFK) EZ2133'RECOVERED IN GOOD CONDITION WITH FOLLOWING ADDITIONS. 4X4 SIGN AND EZ2133'TREES WITH REF. TAGS ARE GONE. MARK IS 26.5 FT. SE OF CL OF US-1, EZ2133'RECESSED 3 INCHES IN THE SHOULDER, APPROX. 18 IN. BELOW HIGHWAY LEVEL EZ2133'AND 39.2 FEET S OF INTERSECTION OF CL'S OF HIGHWAY AND THE REMNANTS OF EZ2133'A FAINT DIRT ROAD E OVER A DITCH. EZ2133' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3661 *********************************************************************** EB3661 DESIGNATION - DRUM EB3661 PID - EB3661 EB3661 STATE/COUNTY- NC/RICHMOND EB3661 USGS QUAD - DIGGS (1982) EB3661 EB3661 *CURRENT SURVEY CONTROL EB3661 ___________________________________________________________________ EB3661* NAD 83(1986)- 34 51 29.20693(N) 079 50 30.59960(W) ADJUSTED EB3661* NAVD 88 - 74.0 (meters) 243. (feet) VERTCON EB3661 ___________________________________________________________________ EB3661 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EB3661 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3661 EB3661 HORZ ORDER - SECOND EB3661 EB3661.The North Carolina HARNS have been completed but, EB3661.due to contractual restrictions, coordinates for these stations EB3661.will NOT be published in the near future. In the interim, the EB3661.published coordinates in North Carolina will not be EB3661.consistent with the Continuously Operating Reference Stations EB3661.(CORS). The HARN coordinates for these stations are available EB3661.upon request. Contact Gary Thompson(919-733-3836). EB3661. EB3661.In addition, the published North Carolina positions EB3661.(NAD 83 (1986)) are NOT consistent with those determined in EB3661.adjacent state readjustments. The discontinuity between stations EB3661.located in North Carolina and those in adjacent states EB3661.which have been adjusted to the HARN may be as much as 5 EB3661.decimeters. This will result in a significant loss of accuracy EB3661.over lines crossing such state borders. EB3661 EB3661 EB3661.The horizontal coordinates were established by classical geodetic methods EB3661.and adjusted by the National Geodetic Survey in March 1990. EB3661 EB3661.The NAVD 88 height was computed by applying the VERTCON shift value to EB3661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3661 EB3661.The Laplace correction was computed from DEFLEC99 derived deflections. EB3661 EB3661.The geoid height was determined by GEOID03. EB3661 EB3661; North East Units Scale Factor Converg. EB3661;SPC NC - 123,249.929 532,628.311 MT 0.99989605 -0 29 09.2 EB3661;SPC NC - 404,362.48 1,747,464.72 sFT 0.99989605 -0 29 09.2 EB3661;UTM 17 - 3,857,920.134 605,869.262 MT 0.99973814 +0 39 43.2 EB3661 EB3661! - Elev Factor x Scale Factor = Combined Factor EB3661!SPC NC - 0.99999328 x 0.99989605 = 0.99988933 EB3661!UTM 17 - 0.99999328 x 0.99973814 = 0.99973142 EB3661 EB3661 SUPERSEDED SURVEY CONTROL EB3661 EB3661 NGVD 29 (03/28/90) 74.3 (m) 244. (f) VERT ANG EB3661 EB3661.Superseded values are not recommended for survey control. EB3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3661.See file dsdata.txt to determine how the superseded data were derived. EB3661 EB3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0586957920(NAD 83) EB3661_MARKER: DE = TRAVERSE STATION DISK EB3661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3661_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3661_STAMPING: DRUM 1977 EB3661_MARK LOGO: NCGS EB3661_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3661+STABILITY: SURFACE MOTION EB3661 EB3661 HISTORY - Date Condition Report By EB3661 HISTORY - 1977 MONUMENTED NCGS EB3661 HISTORY - 19930728 GOOD NCGS EB3661 EB3661 STATION DESCRIPTION EB3661 EB3661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3661'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTHEAST OF DIGGS EB3661'COMMUNITY AND 6.9 MILES SOUTHWEST OF ROCKINGHAM. EB3661' EB3661'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3661'ON US 1, PROCEED NORTHEASTERLY ALONG US 1 FOR 4.8 MILES TO STATION ON EB3661'RIGHT SLOPE OF BANK AND 0.45 MILE SOUTHWEST OF SR 1104 INTERSECTION. EB3661' EB3661'STATION MARK IS A STANDARD DISK STAMPED---DRUM 1977---, SET IN THE TOP EB3661'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB3661'MARK IS 32.5 FEET SOUTHEAST OF THE CENTERLINE OF US 1, 174.5 FEET EB3661'NORTHEAST OF THE CENTERLINE OF WOODS ROAD, 14.4 FEET NORTH-NORTHWEST EB3661'OF A 4 INCH PINE WITH REFERENCE TAG, 21.0 FEET WEST OF A 4 INCH PINE EB3661'WITH REFERENCE TAG AND 29.4 FEET NORTH-NORTHEAST OF A 4 INCH PINE WITH EB3661'REFERENCE TAG. EB3661 EB3661 STATION RECOVERY (1993) EB3661 EB3661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3661'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2951 *********************************************************************** EB2951 DESIGNATION - E ROCKINGHAM HANNAH MILL 2 TK EB2951 PID - EB2951 EB2951 STATE/COUNTY- NC/RICHMOND EB2951 USGS QUAD - ROCKINGHAM (1982) EB2951 EB2951 *CURRENT SURVEY CONTROL EB2951 ___________________________________________________________________ EB2951* NAD 83(1986)- 34 55 30.70857(N) 079 46 05.69433(W) ADJUSTED EB2951* NAVD 88 - EB2951 ___________________________________________________________________ EB2951 LAPLACE CORR- -4.65 (seconds) DEFLEC99 EB2951 GEOID HEIGHT- -31.21 (meters) GEOID03 EB2951 EB2951 HORZ ORDER - THIRD EB2951 EB2951.The North Carolina HARNS have been completed but, EB2951.due to contractual restrictions, coordinates for these stations EB2951.will NOT be published in the near future. In the interim, the EB2951.published coordinates in North Carolina will not be EB2951.consistent with the Continuously Operating Reference Stations EB2951.(CORS). The HARN coordinates for these stations are available EB2951.upon request. Contact Gary Thompson(919-733-3836). EB2951. EB2951.In addition, the published North Carolina positions EB2951.(NAD 83 (1986)) are NOT consistent with those determined in EB2951.adjacent state readjustments. The discontinuity between stations EB2951.located in North Carolina and those in adjacent states EB2951.which have been adjusted to the HARN may be as much as 5 EB2951.decimeters. This will result in a significant loss of accuracy EB2951.over lines crossing such state borders. EB2951 EB2951 EB2951.The horizontal coordinates were established by classical geodetic methods EB2951.and adjusted by the National Geodetic Survey in July 1986. EB2951 EB2951 EB2951.The Laplace correction was computed from DEFLEC99 derived deflections. EB2951 EB2951.The geoid height was determined by GEOID03. EB2951 EB2951; North East Units Scale Factor Converg. EB2951;SPC NC - 130,636.522 539,413.975 MT 0.99988874 -0 26 36.3 EB2951;SPC NC - 428,596.66 1,769,727.35 sFT 0.99988874 -0 26 36.3 EB2951;UTM 17 - 3,865,440.134 612,504.573 MT 0.99975600 +0 42 18.9 EB2951 EB2951 SUPERSEDED SURVEY CONTROL EB2951 EB2951 NAD 27 - 34 55 30.15000(N) 079 46 06.49700(W) AD( ) 3 EB2951 EB2951.Superseded values are not recommended for survey control. EB2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2951.See file dsdata.txt to determine how the superseded data were derived. EB2951 EB2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1250565440(NAD 83) EB2951_MARKER: 53 = ELEVATED TANK EB2951 EB2951 HISTORY - Date Condition Report By EB2951 HISTORY - 1933 FIRST OBSERVED CGS EB2951 HISTORY - 1967 GOOD CGS EB2951 EB2951 STATION DESCRIPTION EB2951 EB2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2951'LOCATED IN THE NORTHERN PART OF EAST ROCKINGHAM, JUST NORTH OF THE EB2951'HANNAH PICKETT PLANT OF THE J.P. STEVENS CO., INC. AN ELEVATED STEEL EB2951'TANK WITH ROUNDED BOTTOM AND CONICAL ROOF, SUPPORTED BY FOUR STEEL EB2951'LEGS, AND PAINTED ALUMINUM IN 1967. EB2951' EB2951'THERE IS A TALL ROUND RED BRICK STACK ON THE MILL JUST SOUTH OF THE EB2951'WATER TANK, WHICH IS THE TALLEST OF SEVERAL IN EAST ROCKINGHAM, AND EB2951'THE MOST NORTHERLY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2952 *********************************************************************** EB2952 DESIGNATION - E ROCKINGHAM SHORT WATER TANK EB2952 PID - EB2952 EB2952 STATE/COUNTY- NC/RICHMOND EB2952 USGS QUAD - ROCKINGHAM (1982) EB2952 EB2952 *CURRENT SURVEY CONTROL EB2952 ___________________________________________________________________ EB2952* NAD 83(1986)- 34 56 26.97402(N) 079 46 12.51707(W) ADJUSTED EB2952* NAVD 88 - EB2952 ___________________________________________________________________ EB2952 LAPLACE CORR- -4.50 (seconds) DEFLEC99 EB2952 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2952 EB2952 HORZ ORDER - THIRD EB2952 EB2952.The North Carolina HARNS have been completed but, EB2952.due to contractual restrictions, coordinates for these stations EB2952.will NOT be published in the near future. In the interim, the EB2952.published coordinates in North Carolina will not be EB2952.consistent with the Continuously Operating Reference Stations EB2952.(CORS). The HARN coordinates for these stations are available EB2952.upon request. Contact Gary Thompson(919-733-3836). EB2952. EB2952.In addition, the published North Carolina positions EB2952.(NAD 83 (1986)) are NOT consistent with those determined in EB2952.adjacent state readjustments. The discontinuity between stations EB2952.located in North Carolina and those in adjacent states EB2952.which have been adjusted to the HARN may be as much as 5 EB2952.decimeters. This will result in a significant loss of accuracy EB2952.over lines crossing such state borders. EB2952 EB2952 EB2952.The horizontal coordinates were established by classical geodetic methods EB2952.and adjusted by the National Geodetic Survey in July 1986. EB2952 EB2952 EB2952.The Laplace correction was computed from DEFLEC99 derived deflections. EB2952 EB2952.The geoid height was determined by GEOID03. EB2952 EB2952; North East Units Scale Factor Converg. EB2952;SPC NC - 132,371.521 539,254.282 MT 0.99988723 -0 26 40.2 EB2952;SPC NC - 434,288.90 1,769,203.42 sFT 0.99988723 -0 26 40.2 EB2952;UTM 17 - 3,867,171.353 612,310.153 MT 0.99975546 +0 42 16.0 EB2952 EB2952 SUPERSEDED SURVEY CONTROL EB2952 EB2952 NAD 27 - 34 56 26.42000(N) 079 46 13.32000(W) AD( ) 3 EB2952 EB2952.Superseded values are not recommended for survey control. EB2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2952.See file dsdata.txt to determine how the superseded data were derived. EB2952 EB2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1231067171(NAD 83) EB2952_MARKER: 51 = TANK EB2952 EB2952 HISTORY - Date Condition Report By EB2952 HISTORY - 1933 FIRST OBSERVED CGS EB2952 EB2952 STATION DESCRIPTION EB2952 EB2952'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3702 *********************************************************************** EZ3702 DESIGNATION - ELLERBE MUNICIPAL TANK EZ3702 PID - EZ3702 EZ3702 STATE/COUNTY- NC/RICHMOND EZ3702 USGS QUAD - ELLERBE (1982) EZ3702 EZ3702 *CURRENT SURVEY CONTROL EZ3702 ___________________________________________________________________ EZ3702* NAD 83(1986)- 35 04 28.09707(N) 079 45 31.36789(W) ADJUSTED EZ3702* NAVD 88 - EZ3702 ___________________________________________________________________ EZ3702 LAPLACE CORR- -4.39 (seconds) DEFLEC99 EZ3702 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ3702 EZ3702 HORZ ORDER - THIRD EZ3702 EZ3702.The North Carolina HARNS have been completed but, EZ3702.due to contractual restrictions, coordinates for these stations EZ3702.will NOT be published in the near future. In the interim, the EZ3702.published coordinates in North Carolina will not be EZ3702.consistent with the Continuously Operating Reference Stations EZ3702.(CORS). The HARN coordinates for these stations are available EZ3702.upon request. Contact Gary Thompson(919-733-3836). EZ3702. EZ3702.In addition, the published North Carolina positions EZ3702.(NAD 83 (1986)) are NOT consistent with those determined in EZ3702.adjacent state readjustments. The discontinuity between stations EZ3702.located in North Carolina and those in adjacent states EZ3702.which have been adjusted to the HARN may be as much as 5 EZ3702.decimeters. This will result in a significant loss of accuracy EZ3702.over lines crossing such state borders. EZ3702 EZ3702 EZ3702.The horizontal coordinates were established by classical geodetic methods EZ3702.and adjusted by the National Geodetic Survey in July 1986. EZ3702 EZ3702 EZ3702.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3702 EZ3702.The geoid height was determined by GEOID03. EZ3702 EZ3702; North East Units Scale Factor Converg. EZ3702;SPC NC - 147,188.000 540,411.642 MT 0.99987735 -0 26 16.5 EZ3702;SPC NC - 482,899.30 1,773,000.53 sFT 0.99987735 -0 26 16.5 EZ3702;UTM 17 - 3,882,006.220 613,169.778 MT 0.99975784 +0 42 48.1 EZ3702 EZ3702 SUPERSEDED SURVEY CONTROL EZ3702 EZ3702 NAD 27 - 35 04 27.56100(N) 079 45 32.17000(W) AD( ) 3 EZ3702 EZ3702.Superseded values are not recommended for survey control. EZ3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3702.See file dsdata.txt to determine how the superseded data were derived. EZ3702 EZ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1317082006(NAD 83) EZ3702_MARKER: 53 = ELEVATED TANK EZ3702_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3702 EZ3702 HISTORY - Date Condition Report By EZ3702 HISTORY - 1933 FIRST OBSERVED CGS EZ3702 HISTORY - 1968 GOOD CGS EZ3702 HISTORY - 1977 GOOD NCGS EZ3702 HISTORY - 19930927 GOOD NCGS EZ3702 EZ3702 STATION DESCRIPTION EZ3702 EZ3702'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NCS) EZ3702'LOCATED IN THE NORTHERN PART OF THE TOWN OF ELLERBE, 75 FEET SOUTH OF EZ3702'THE CENTER OF RATCLIFF STREET, AND 50 FEET WEST OF THE CENTER OF EZ3702'CRAWFORD ROAD, ON CITY PROPERTY. AN ELEVATED STEEL WATER TANK EZ3702'SUPPORTED ON FOUR STEEL LEGS, ABOUT 125 FEET HIGH, PAINTED EZ3702'ALUMINUM IN 1968. EZ3702 EZ3702 STATION RECOVERY (1977) EZ3702 EZ3702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB) EZ3702'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ3702 EZ3702 STATION RECOVERY (1993) EZ3702 EZ3702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ3702'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5562 *********************************************************************** EZ5562 DESIGNATION - ELLERBE RM 1 AZIMUTH EZ5562 PID - EZ5562 EZ5562 STATE/COUNTY- NC/RICHMOND EZ5562 USGS QUAD - ELLERBE (1982) EZ5562 EZ5562 *CURRENT SURVEY CONTROL EZ5562 ___________________________________________________________________ EZ5562* NAD 83(1986)- 35 04 18.27000(N) 079 45 40.86691(W) ADJUSTED EZ5562* NAVD 88 - 163.2 (meters) 535. (feet) VERTCON EZ5562 ___________________________________________________________________ EZ5562 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EZ5562 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ5562 EZ5562 HORZ ORDER - SECOND EZ5562 EZ5562.The North Carolina HARNS have been completed but, EZ5562.due to contractual restrictions, coordinates for these stations EZ5562.will NOT be published in the near future. In the interim, the EZ5562.published coordinates in North Carolina will not be EZ5562.consistent with the Continuously Operating Reference Stations EZ5562.(CORS). The HARN coordinates for these stations are available EZ5562.upon request. Contact Gary Thompson(919-733-3836). EZ5562. EZ5562.In addition, the published North Carolina positions EZ5562.(NAD 83 (1986)) are NOT consistent with those determined in EZ5562.adjacent state readjustments. The discontinuity between stations EZ5562.located in North Carolina and those in adjacent states EZ5562.which have been adjusted to the HARN may be as much as 5 EZ5562.decimeters. This will result in a significant loss of accuracy EZ5562.over lines crossing such state borders. EZ5562 EZ5562 EZ5562.The horizontal coordinates were established by classical geodetic methods EZ5562.and adjusted by the National Geodetic Survey in March 1990. EZ5562 EZ5562.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5562 EZ5562.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5562 EZ5562.The geoid height was determined by GEOID03. EZ5562 EZ5562; North East Units Scale Factor Converg. EZ5562;SPC NC - 146,887.046 540,168.701 MT 0.99987750 -0 26 21.9 EZ5562;SPC NC - 481,911.92 1,772,203.48 sFT 0.99987750 -0 26 21.9 EZ5562;UTM 17 - 3,881,700.482 612,932.960 MT 0.99975718 +0 42 42.5 EZ5562 EZ5562! - Elev Factor x Scale Factor = Combined Factor EZ5562!SPC NC - 0.99997926 x 0.99987750 = 0.99985676 EZ5562!UTM 17 - 0.99997926 x 0.99975718 = 0.99973644 EZ5562 EZ5562 SUPERSEDED SURVEY CONTROL EZ5562 EZ5562 NGVD 29 (03/28/90) 163.4 (m) 536. (f) VERT ANG EZ5562 EZ5562.Superseded values are not recommended for survey control. EZ5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5562.See file dsdata.txt to determine how the superseded data were derived. EZ5562 EZ5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1293381700(NAD 83) EZ5562_MARKER: DR = REFERENCE MARK DISK EZ5562_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ5562+WITH SETTING: PAVEMENT EZ5562_STAMPING: ELLERBE NO 1 1933 EZ5562_MARK LOGO: CGS EZ5562_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5562+STABILITY: SURFACE MOTION EZ5562 EZ5562 HISTORY - Date Condition Report By EZ5562 HISTORY - 1933 MONUMENTED CGS EZ5562 EZ5562 STATION DESCRIPTION EZ5562 EZ5562'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ5562'THE STATION IS LOCATED IN ELLERBE. EZ5562' EZ5562'THE STATION IS IN THE CENTER OF TOWN ALONG MAIN STREET (US 220) EZ5562'BETWEEN PAGE STREET (SR 1309) AND BALLARD STREET (SR 1312) IN THE EZ5562'SIDEWALK CURB ON THE WEST SIDE OF MAIN STREET AND APPROXIMATELY 200 EZ5562'FEET NORTH OF THE INTERSECTION WITH PAGE STREET DIRECTLY IN FRONT OF A EZ5562'BRICK BUILDING. EZ5562' EZ5562'STATION MARK IS A STANDARD DISK STAMPED---ELLERBE NO 1 1933---SET IN EZ5562'A DRILL HOLE IN CONCRETE CURB. THE MARK IS 12.0 FEET NORTHEAST OF THE EZ5562'SOUTHEAST CORNER AND 20.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF EZ5562'THE BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5564 *********************************************************************** EZ5564 DESIGNATION - ELLERBE RM 3 EZ5564 PID - EZ5564 EZ5564 STATE/COUNTY- NC/RICHMOND EZ5564 USGS QUAD - ELLERBE (1982) EZ5564 EZ5564 *CURRENT SURVEY CONTROL EZ5564 ___________________________________________________________________ EZ5564* NAD 83(1986)- 35 04 28.29098(N) 079 45 31.48133(W) ADJUSTED EZ5564* NAVD 88 - 168. (meters) 551. (feet) SCALED EZ5564 ___________________________________________________________________ EZ5564 LAPLACE CORR- -4.38 (seconds) DEFLEC99 EZ5564 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ5564 EZ5564 HORZ ORDER - SECOND EZ5564 EZ5564.The North Carolina HARNS have been completed but, EZ5564.due to contractual restrictions, coordinates for these stations EZ5564.will NOT be published in the near future. In the interim, the EZ5564.published coordinates in North Carolina will not be EZ5564.consistent with the Continuously Operating Reference Stations EZ5564.(CORS). The HARN coordinates for these stations are available EZ5564.upon request. Contact Gary Thompson(919-733-3836). EZ5564. EZ5564.In addition, the published North Carolina positions EZ5564.(NAD 83 (1986)) are NOT consistent with those determined in EZ5564.adjacent state readjustments. The discontinuity between stations EZ5564.located in North Carolina and those in adjacent states EZ5564.which have been adjusted to the HARN may be as much as 5 EZ5564.decimeters. This will result in a significant loss of accuracy EZ5564.over lines crossing such state borders. EZ5564 EZ5564 EZ5564.The horizontal coordinates were established by classical geodetic methods EZ5564.and adjusted by the National Geodetic Survey in July 1998. EZ5564 EZ5564.The orthometric height was scaled from a topographic map. EZ5564 EZ5564.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5564 EZ5564.The geoid height was determined by GEOID03. EZ5564 EZ5564; North East Units Scale Factor Converg. EZ5564;SPC NC - 147,193.997 540,408.814 MT 0.99987735 -0 26 16.5 EZ5564;SPC NC - 482,918.97 1,772,991.25 sFT 0.99987735 -0 26 16.5 EZ5564;UTM 17 - 3,882,012.158 613,166.830 MT 0.99975783 +0 42 48.1 EZ5564 EZ5564! - Elev Factor x Scale Factor = Combined Factor EZ5564!SPC NC - 0.99997850 x 0.99987735 = 0.99985585 EZ5564!UTM 17 - 0.99997850 x 0.99975783 = 0.99973634 EZ5564 EZ5564 SUPERSEDED SURVEY CONTROL EZ5564 EZ5564.No superseded survey control is available for this station. EZ5564 EZ5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1316782012(NAD 83) EZ5564_MARKER: DR = REFERENCE MARK DISK EZ5564_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES EZ5564_SP_SET: FOUNDATION EZ5564_STAMPING: ELLERBE NO 3 1933 EZ5564_MARK LOGO: CGS EZ5564_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5564+STABILITY: SURFACE MOTION EZ5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5564+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993 EZ5564 EZ5564 HISTORY - Date Condition Report By EZ5564 HISTORY - 1933 MONUMENTED CGS EZ5564 HISTORY - 19930928 GOOD NCGS EZ5564 EZ5564 STATION DESCRIPTION EZ5564 EZ5564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5564'STATION IS LOCATED IN NORTH SECTION OF ELLERBE. AT THE TOWN OF ELLERBE EZ5564'MUNICIPAL TANK, AT THE INTERSECTION OF RATCLIFF STREET AND CRAWFORD EZ5564'ROAD, IN THE CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE TANK. EZ5564'MARK IS LOCATED 66.4 FT (20.2 M) NORTH OF TRIANGULATION EZ5564'STATION--ELLERBE--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2981 *********************************************************************** EB2981 DESIGNATION - EMMA EB2981 PID - EB2981 EB2981 STATE/COUNTY- NC/RICHMOND EB2981 USGS QUAD - ROCKINGHAM (1982) EB2981 EB2981 *CURRENT SURVEY CONTROL EB2981 ___________________________________________________________________ EB2981* NAD 83(1986)- 34 57 16.75920(N) 079 48 33.74971(W) ADJUSTED EB2981* NAVD 88 - 96.3 (meters) 316. (feet) VERTCON EB2981 ___________________________________________________________________ EB2981 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EB2981 GEOID HEIGHT- -31.06 (meters) GEOID03 EB2981 EB2981 HORZ ORDER - SECOND EB2981 EB2981.The North Carolina HARNS have been completed but, EB2981.due to contractual restrictions, coordinates for these stations EB2981.will NOT be published in the near future. In the interim, the EB2981.published coordinates in North Carolina will not be EB2981.consistent with the Continuously Operating Reference Stations EB2981.(CORS). The HARN coordinates for these stations are available EB2981.upon request. Contact Gary Thompson(919-733-3836). EB2981. EB2981.In addition, the published North Carolina positions EB2981.(NAD 83 (1986)) are NOT consistent with those determined in EB2981.adjacent state readjustments. The discontinuity between stations EB2981.located in North Carolina and those in adjacent states EB2981.which have been adjusted to the HARN may be as much as 5 EB2981.decimeters. This will result in a significant loss of accuracy EB2981.over lines crossing such state borders. EB2981 EB2981 EB2981.The horizontal coordinates were established by classical geodetic methods EB2981.and adjusted by the National Geodetic Survey in July 1986. EB2981 EB2981.The NAVD 88 height was computed by applying the VERTCON shift value to EB2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2981 EB2981.The Laplace correction was computed from DEFLEC99 derived deflections. EB2981 EB2981.The geoid height was determined by GEOID03. EB2981 EB2981; North East Units Scale Factor Converg. EB2981;SPC NC - 133,934.013 535,683.378 MT 0.99988596 -0 28 01.7 EB2981;SPC NC - 439,415.17 1,757,487.88 sFT 0.99988596 -0 28 01.7 EB2981;UTM 17 - 3,868,661.713 608,709.121 MT 0.99974565 +0 40 56.0 EB2981 EB2981! - Elev Factor x Scale Factor = Combined Factor EB2981!SPC NC - 0.99998975 x 0.99988596 = 0.99987572 EB2981!UTM 17 - 0.99998975 x 0.99974565 = 0.99973541 EB2981 EB2981: Primary Azimuth Mark Grid Az EB2981:SPC NC - NICHOLS 283 51 19.7 EB2981:UTM 17 - NICHOLS 282 42 22.0 EB2981 EB2981|---------------------------------------------------------------------| EB2981| PID Reference Object Distance Geod. Az | EB2981| dddmmss.s | EB2981| EB2968 NICHOLS APPROX. 1.1 KM 2832318.0 | EB2981|---------------------------------------------------------------------| EB2981 EB2981 SUPERSEDED SURVEY CONTROL EB2981 EB2981 NAD 27 - 34 57 16.20261(N) 079 48 34.55210(W) AD( ) 2 EB2981 NGVD 29 (07/19/86) 96.6 (m) 317. (f) VERT ANG EB2981 EB2981.Superseded values are not recommended for survey control. EB2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2981.See file dsdata.txt to determine how the superseded data were derived. EB2981 EB2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0870968662(NAD 83) EB2981_MARKER: DE = TRAVERSE STATION DISK EB2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2981_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2981_STAMPING: EMMA 1970 EB2981_MARK LOGO: NCGS EB2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2981+STABILITY: SURFACE MOTION EB2981 EB2981 HISTORY - Date Condition Report By EB2981 HISTORY - 1970 MONUMENTED NCGS EB2981 EB2981 STATION DESCRIPTION EB2981 EB2981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2981'EMMA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2981'VICINITY OF HAMLET, NORTH CAROLINA. EB2981' EB2981'EMMA IS LOCATED APPROXIMATELY 2.4 MILES NORTHWEST OF ROCKINGHAM. EB2981'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND US 220 EB2981'IN NORTHWEST SECTION OF ROCKINGHAM, GO WEST ON US 74 FOR 1.2 MILES EB2981'TO STATION ON SOUTH SIDE OF EAST BOUND TRAFFIC, AND ON EAST SIDE EB2981'OF SR 1124. EB2981' EB2981'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EMMA EB2981'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2981'FLUSH WITH THE SURFACE OF THE GROUND. EB2981' EB2981'MARK IS EB2981' EB2981'63.9 FEET E OF C/L OF SR 1124. EB2981'29.6 FEET NE OF ALUMINUM REF. TAG ON TP. EB2981'23.0 FEET NW OF NE CORNER OF WHITE FRAME HOUSE. EB2981'26.9 FEET NNE OF NW CORNER OF WHITE FRAME HOUSE. EB2981'91.8 FEET NE OF ALUMINUM REF. TAG ON SERVICE PP. EB2981'116.3 FEET E OF ALUMINUM REF. TAG ON PP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2843 *********************************************************************** EB2843 DESIGNATION - ENTWISTLE EB2843 PID - EB2843 EB2843 STATE/COUNTY- NC/RICHMOND EB2843 USGS QUAD - HAMLET (1982) EB2843 EB2843 *CURRENT SURVEY CONTROL EB2843 ___________________________________________________________________ EB2843* NAD 83(1986)- 34 57 35.92299(N) 079 41 08.07428(W) ADJUSTED EB2843* NAVD 88 - 112.38 (meters) 368.7 (feet) LEVELING EB2843 ___________________________________________________________________ EB2843 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB2843 GEOID HEIGHT- -31.42 (meters) GEOID03 EB2843 EB2843 HORZ ORDER - SECOND EB2843 VERT ORDER - THIRD EB2843 EB2843.The North Carolina HARNS have been completed but, EB2843.due to contractual restrictions, coordinates for these stations EB2843.will NOT be published in the near future. In the interim, the EB2843.published coordinates in North Carolina will not be EB2843.consistent with the Continuously Operating Reference Stations EB2843.(CORS). The HARN coordinates for these stations are available EB2843.upon request. Contact Gary Thompson(919-733-3836). EB2843. EB2843.In addition, the published North Carolina positions EB2843.(NAD 83 (1986)) are NOT consistent with those determined in EB2843.adjacent state readjustments. The discontinuity between stations EB2843.located in North Carolina and those in adjacent states EB2843.which have been adjusted to the HARN may be as much as 5 EB2843.decimeters. This will result in a significant loss of accuracy EB2843.over lines crossing such state borders. EB2843 EB2843 EB2843.The horizontal coordinates were established by classical geodetic methods EB2843.and adjusted by the National Geodetic Survey in July 1998. EB2843 EB2843.The orthometric height was determined by differential leveling. EB2843.The vertical network tie was performed by a horz. field party for horz. EB2843.obs reductions. Reset procedures were used to establish the elevation. EB2843 EB2843.The Laplace correction was computed from DEFLEC99 derived deflections. EB2843 EB2843.The geoid height was determined by GEOID03. EB2843 EB2843; North East Units Scale Factor Converg. EB2843;SPC NC - 134,439.362 546,993.436 MT 0.99988548 -0 23 44.5 EB2843;SPC NC - 441,073.14 1,794,594.30 sFT 0.99988548 -0 23 44.5 EB2843;UTM 17 - 3,869,393.694 620,005.363 MT 0.99977749 +0 45 11.7 EB2843 EB2843! - Elev Factor x Scale Factor = Combined Factor EB2843!SPC NC - 0.99998729 x 0.99988548 = 0.99987277 EB2843!UTM 17 - 0.99998729 x 0.99977749 = 0.99976478 EB2843 EB2843: Primary Azimuth Mark Grid Az EB2843:SPC NC - ENTWISTLE RM 2 AZIMUTH 074 13 41.9 EB2843:UTM 17 - ENTWISTLE RM 2 AZIMUTH 073 04 45.7 EB2843 EB2843|---------------------------------------------------------------------| EB2843| PID Reference Object Distance Geod. Az | EB2843| dddmmss.s | EB2843| EZ3698 MARSTON TRAINING SCH WATER TK APPROX.10.0 KM 0462359.0 | EB2843| EB3252 ENTWISTLE RM 1 29.990 METERS 07104 | EB2843| EB2879 ENTWISTLE RM 2 AZIMUTH APPROX. 0.5 KM 0734957.4 | EB2843| EB2951 E ROCKINGHAM HANNAH MILL 2 TK APPROX. 8.5 KM 2425735.5 | EB2843| EB2954 ROCKINGHAM MUNICIPAL TANK APPROX. 8.2 KM 2531633.6 | EB2843| EB2890 FOREST 356.087 METERS 25843 | EB2843| EB3253 ENTWISTLE RM 3 50.466 METERS 33534 | EB2843|---------------------------------------------------------------------| EB2843 EB2843 SUPERSEDED SURVEY CONTROL EB2843 EB2843 NAD 83(1986)- 34 57 35.92142(N) 079 41 08.07487(W) AD( ) 2 EB2843 NAD 27 - 34 57 35.36900(N) 079 41 08.87900(W) AD( ) 2 EB2843 NGVD 29 (07/19/86) 112.65 (m) 369.6 (f) LEVELING 3 EB2843 EB2843.Superseded values are not recommended for survey control. EB2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2843.See file dsdata.txt to determine how the superseded data were derived. EB2843 EB2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2000569394(NAD 83) EB2843_MARKER: DS = TRIANGULATION STATION DISK EB2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2843_STAMPING: ENTWISTLE 1933 EB2843_MARK LOGO: CGS EB2843_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2843+STABILITY: SURFACE MOTION EB2843 EB2843 HISTORY - Date Condition Report By EB2843 HISTORY - 1933 MONUMENTED CGS EB2843 HISTORY - 1970 GOOD NCGS EB2843 HISTORY - 1972 GOOD NCGS EB2843 HISTORY - 19930525 GOOD NCGS EB2843 EB2843 STATION DESCRIPTION EB2843 EB2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB2843'ABOUT 5 MILES EAST-NORTHEAST OF ROCKINGHAM, AND 5 MILES NORTH OF EB2843'HAMLET. TO REACH FROM JUNCTION OF UNITED STATES ROUTES 1 AND 74 IN EB2843'ROCKINGHAM, GO NORTHEAST 5.2 MILES ON ROUTE 1 OR 0.7 MILE BEYOND EB2843'MORGANS TOURIST CAMP, TO DIRT T-ROAD ON LEFT WITH ARROW MORRISON EB2843'TRNG. SCHOOL 8 MI. STATION IS ABOUT 16 YARDS EAST OF CENTER LINE OF EB2843'THIS DIRT ROAD EXTENDED, 36.5 FEET SOUTH OF CENTER LINE OF ROUTE EB2843'1, AND 22.9 FEET WEST OF CENTER OF 3-INCH SQUARE UNLABELED EB2843'CONCRETE MARK WHICH IS ABOUT 1-1/2 FEET SOUTHWEST OF 18-INCH EB2843'PINE TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION EB2843'MARKS IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE EB2843'DISKS IN CONCRETE. EB2843'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF CENTER LINE EB2843'OF ROUTE 1, ABOUT 100 YARDS SOUTH OF AND IN LINE WITH RIDGE OF EB2843'MR. LOVES BARN, 5.8 FEET WEST OF 2-FOOT STUMP, AND 98.40 FEET FROM EB2843'STATION, BEARING N 71 DEG 03 MIN E. . EB2843'REFERENCE MARK NO. 2 IS ON PROPERTY OF MR. E. EB2843'B. MORSE, ABOUT 25 YARDS WEST OF AND IN LINE WITH HIS FILLING EB2843'STATION, ACROSS ROUTE 1 FROM WEST GATEPOST OF ENTRANCE TO EB2843'ROCKINGHAM COUNTRY CLUB, 1 FOOT SOUTHEAST OF CORNER POLE OF EB2843'NORTH-AND-SOUTH AND EAST-AND-WEST POWER-LINE POLES, APPROXIMATELY EB2843'0.35 MILE FROM STATION, BEARING N 73 DEG 50 MIN E. EB2843'REFERENCE MARK NO. 3 IS ON NORTH EDGE EB2843'OF CULTIVATED FIELD, 18 FEET WEST OF DIRT ROAD LEADING EB2843'PAST MR. LOVES HOUSE TO TRAINING SCHOOL, 6 YARDS SOUTHWEST OF EB2843'INTERSECTION OF THIS ROAD AND A CUT-OFF FROM ROUTE 1, AND 165.57 EB2843'FEET FROM STATION, BEARING N 24 DEG 27 MIN W. EB2843 EB2843 STATION RECOVERY (1970) EB2843 EB2843'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2843'ENTWISTLE GOOD. EB2843' EB2843'RM 1 GOOD. EB2843' EB2843'RM 2 GOOD. EB2843' EB2843'RM 3 UNABLE TO LOCATE (PROBABLY DESTROYED DUE TO WIDENING OF RD. EB2843 EB2843 STATION RECOVERY (1972) EB2843 EB2843'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JDB) EB2843'ENTWHISTLE GOOD. EB2843' EB2843'RM 1 GOOD. EB2843' EB2843'RM 2 AZ. MARK GOOD. EB2843' EB2843'DESCRIPTION CHANGES-- GO NE 5.3 MILES ON ROUTE 1, 0.25 MI. E OF N. C. EB2843'FORESTRY SERVICE DISTRICT 3 HEADQUARTERS, TO INTERSECTION OF SR 1475 EB2843'AND STATION ON RIGHT, 69.1 FT. SE OF INTERSECTIONS OF C/LS OF SR EB2843'1475 AND US 1. EB2843 EB2843 STATION RECOVERY (1993) EB2843 EB2843'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA) EB2843'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2879 *********************************************************************** EB2879 DESIGNATION - ENTWISTLE RM 2 AZIMUTH EB2879 PID - EB2879 EB2879 STATE/COUNTY- NC/RICHMOND EB2879 USGS QUAD - HAMLET (1982) EB2879 EB2879 *CURRENT SURVEY CONTROL EB2879 ___________________________________________________________________ EB2879* NAD 83(1986)- 34 57 40.76343(N) 079 40 47.79125(W) ADJUSTED EB2879* NAVD 88 - 109.41 (meters) 359.0 (feet) LEVELING EB2879 ___________________________________________________________________ EB2879 LAPLACE CORR- -4.88 (seconds) DEFLEC99 EB2879 GEOID HEIGHT- -31.43 (meters) GEOID03 EB2879 EB2879 HORZ ORDER - SECOND EB2879 VERT ORDER - THIRD ? EB2879 EB2879.The North Carolina HARNS have been completed but, EB2879.due to contractual restrictions, coordinates for these stations EB2879.will NOT be published in the near future. In the interim, the EB2879.published coordinates in North Carolina will not be EB2879.consistent with the Continuously Operating Reference Stations EB2879.(CORS). The HARN coordinates for these stations are available EB2879.upon request. Contact Gary Thompson(919-733-3836). EB2879. EB2879.In addition, the published North Carolina positions EB2879.(NAD 83 (1986)) are NOT consistent with those determined in EB2879.adjacent state readjustments. The discontinuity between stations EB2879.located in North Carolina and those in adjacent states EB2879.which have been adjusted to the HARN may be as much as 5 EB2879.decimeters. This will result in a significant loss of accuracy EB2879.over lines crossing such state borders. EB2879 EB2879 EB2879.The horizontal coordinates were established by classical geodetic methods EB2879.and adjusted by the National Geodetic Survey in July 1998. EB2879 EB2879.The orthometric height was determined by differential leveling. EB2879.The vertical network tie was performed by a horz. field party for horz. EB2879.obs reductions. Reset procedures were used to establish the elevation. EB2879 EB2879.The Laplace correction was computed from DEFLEC99 derived deflections. EB2879 EB2879.The geoid height was determined by GEOID03. EB2879 EB2879; North East Units Scale Factor Converg. EB2879;SPC NC - 134,584.969 547,508.970 MT 0.99988537 -0 23 32.8 EB2879;SPC NC - 441,550.85 1,796,285.68 sFT 0.99988537 -0 23 32.8 EB2879;UTM 17 - 3,869,549.592 620,517.820 MT 0.99977901 +0 45 23.5 EB2879 EB2879! - Elev Factor x Scale Factor = Combined Factor EB2879!SPC NC - 0.99998776 x 0.99988537 = 0.99987313 EB2879!UTM 17 - 0.99998776 x 0.99977901 = 0.99976677 EB2879 EB2879: Primary Azimuth Mark Grid Az EB2879:SPC NC - HENRY 078 11 44.7 EB2879:UTM 17 - HENRY 077 02 48.4 EB2879 EB2879|---------------------------------------------------------------------| EB2879| PID Reference Object Distance Geod. Az | EB2879| dddmmss.s | EB2879| EB2880 HENRY APPROX. 0.9 KM 0774811.9 | EB2879|---------------------------------------------------------------------| EB2879 EB2879 SUPERSEDED SURVEY CONTROL EB2879 EB2879 NAD 83(1986)- 34 57 40.75917(N) 079 40 47.79122(W) AD( ) 2 EB2879 NAD 27 - 34 57 40.20689(N) 079 40 48.59640(W) AD( ) 2 EB2879 NGVD 29 (07/19/86) 109.68 (m) 359.8 (f) LEVELING 3 EB2879 EB2879.Superseded values are not recommended for survey control. EB2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2879.See file dsdata.txt to determine how the superseded data were derived. EB2879 EB2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2051869550(NAD 83) EB2879_MARKER: DR = REFERENCE MARK DISK EB2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2879_STAMPING: ENTWISTLE NO 2 1933 EB2879_MARK LOGO: CGS EB2879_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2879+STABILITY: SURFACE MOTION EB2879 EB2879 HISTORY - Date Condition Report By EB2879 HISTORY - 1933 MONUMENTED CGS EB2879 HISTORY - 19930929 GOOD NCGS EB2879 EB2879 STATION DESCRIPTION EB2879 EB2879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB2879'STATION IS LOCATED ABOUT 5 MI (8.0 KM) EAST-NORTHEAST OF ROCKINGHAM EB2879'AND 5 MI (8.0 KM) NORTH OF HAMLET. AT THE INTERSECTION OF US 1 AND EB2879'RICHMOND PINES DRIVE AND ENTRANCE TO RICHMOND PINES COUNTRY CLUB. EB2879'LOCATED 29.0 FT (8.8 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 64.1 EB2879'FT (19.5 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED EB2879'BLOCK HOUSE, 80.7 FT (24.6 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER EB2879'OF AN OLD FRAME STORE, AND 3.5 FT (1.1 M) WEST-SOUTHWEST OF A POWER EB2879'POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5746 *********************************************************************** EZ5746 DESIGNATION - EXWAY EZ5746 PID - EZ5746 EZ5746 STATE/COUNTY- NC/RICHMOND EZ5746 USGS QUAD - HARRISVILLE (1994) EZ5746 EZ5746 *CURRENT SURVEY CONTROL EZ5746 ___________________________________________________________________ EZ5746* NAD 83(1986)- 35 10 19.72050(N) 079 52 18.75942(W) ADJUSTED EZ5746* NAVD 88 - 96.4 (meters) 316. (feet) VERTCON EZ5746 ___________________________________________________________________ EZ5746 LAPLACE CORR- -1.67 (seconds) DEFLEC99 EZ5746 GEOID HEIGHT- -30.66 (meters) GEOID03 EZ5746 EZ5746 HORZ ORDER - SECOND EZ5746 EZ5746.The North Carolina HARNS have been completed but, EZ5746.due to contractual restrictions, coordinates for these stations EZ5746.will NOT be published in the near future. In the interim, the EZ5746.published coordinates in North Carolina will not be EZ5746.consistent with the Continuously Operating Reference Stations EZ5746.(CORS). The HARN coordinates for these stations are available EZ5746.upon request. Contact Gary Thompson(919-733-3836). EZ5746. EZ5746.In addition, the published North Carolina positions EZ5746.(NAD 83 (1986)) are NOT consistent with those determined in EZ5746.adjacent state readjustments. The discontinuity between stations EZ5746.located in North Carolina and those in adjacent states EZ5746.which have been adjusted to the HARN may be as much as 5 EZ5746.decimeters. This will result in a significant loss of accuracy EZ5746.over lines crossing such state borders. EZ5746 EZ5746 EZ5746.The horizontal coordinates were established by classical geodetic methods EZ5746.and adjusted by the National Geodetic Survey in March 1990. EZ5746 EZ5746.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5746 EZ5746.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5746 EZ5746.The geoid height was determined by GEOID03. EZ5746 EZ5746; North East Units Scale Factor Converg. EZ5746;SPC NC - 158,107.125 530,187.221 MT 0.99987355 -0 30 11.6 EZ5746;SPC NC - 518,723.13 1,739,455.91 sFT 0.99987355 -0 30 11.6 EZ5746;UTM 17 - 3,892,716.128 602,729.228 MT 0.99973006 +0 38 59.6 EZ5746 EZ5746! - Elev Factor x Scale Factor = Combined Factor EZ5746!SPC NC - 0.99998968 x 0.99987355 = 0.99986323 EZ5746!UTM 17 - 0.99998968 x 0.99973006 = 0.99971974 EZ5746 EZ5746 SUPERSEDED SURVEY CONTROL EZ5746 EZ5746 NGVD 29 (03/28/90) 96.7 (m) 317. (f) VERT ANG EZ5746 EZ5746.Superseded values are not recommended for survey control. EZ5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5746.See file dsdata.txt to determine how the superseded data were derived. EZ5746 EZ5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0272992716(NAD 83) EZ5746_MARKER: DE = TRAVERSE STATION DISK EZ5746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5746_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5746_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5746+STABILITY: SURFACE MOTION EZ5746 EZ5746 HISTORY - Date Condition Report By EZ5746 HISTORY - 1977 MONUMENTED NCGS EZ5746 EZ5746 STATION DESCRIPTION EZ5746 EZ5746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5746'THE STATION IS LOCATED IN EXWAY AND APPROXIMATELY 8.0 MILES EZ5746'EAST-SOUTHEAST OF MOUNT GILEAD. EZ5746' EZ5746'THE STATION IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF SR EZ5746'1005 AND SR 1153 (COUNTY LINE ROAD) IN THE SMALL COMMUNITY OF EXWAY EZ5746'AND APPROXIMATELY 150 FEET EAST OF AND 15 FEET LOWER THAN THE RANCH EZ5746'STYLE BRICK RESIDENCE OF ROBERT BLAKE. EZ5746' EZ5746'STATION MARK IS A STANDARD DISK STAMPED---EXWAY 1977---SET IN THE TOP EZ5746'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5746'MARK IS 54.1 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1005, 27.6 EZ5746'FEET NORTH-NORTHWEST OF THE CENTERLINE OF SR 1153, 128.6 FEET EZ5746'EAST-NORTHEAST OF THE CENTER OF EAST END OF CONCRETE CULVERT UNDER EZ5746'DRIVEWAY TO BLAKE RESIDENCE, 65.2 FEET SOUTHEAST OF POWER SERVICE POLE EZ5746'120 3 1B WITH REFERENCE TAG AND 34.3 FEET EAST-SOUTHEAST OF A 10 INCH EZ5746'PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5747 *********************************************************************** EZ5747 DESIGNATION - EXWAY BAPT EZ5747 PID - EZ5747 EZ5747 STATE/COUNTY- NC/RICHMOND EZ5747 USGS QUAD - HARRISVILLE (1994) EZ5747 EZ5747 *CURRENT SURVEY CONTROL EZ5747 ___________________________________________________________________ EZ5747* NAD 83(1986)- 35 10 29.25522(N) 079 52 03.09559(W) ADJUSTED EZ5747* NAVD 88 - 95.1 (meters) 312. (feet) VERTCON EZ5747 ___________________________________________________________________ EZ5747 LAPLACE CORR- -1.71 (seconds) DEFLEC99 EZ5747 GEOID HEIGHT- -30.67 (meters) GEOID03 EZ5747 EZ5747 HORZ ORDER - SECOND EZ5747 EZ5747.The North Carolina HARNS have been completed but, EZ5747.due to contractual restrictions, coordinates for these stations EZ5747.will NOT be published in the near future. In the interim, the EZ5747.published coordinates in North Carolina will not be EZ5747.consistent with the Continuously Operating Reference Stations EZ5747.(CORS). The HARN coordinates for these stations are available EZ5747.upon request. Contact Gary Thompson(919-733-3836). EZ5747. EZ5747.In addition, the published North Carolina positions EZ5747.(NAD 83 (1986)) are NOT consistent with those determined in EZ5747.adjacent state readjustments. The discontinuity between stations EZ5747.located in North Carolina and those in adjacent states EZ5747.which have been adjusted to the HARN may be as much as 5 EZ5747.decimeters. This will result in a significant loss of accuracy EZ5747.over lines crossing such state borders. EZ5747 EZ5747 EZ5747.The horizontal coordinates were established by classical geodetic methods EZ5747.and adjusted by the National Geodetic Survey in March 1990. EZ5747 EZ5747.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5747 EZ5747.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5747 EZ5747.The geoid height was determined by GEOID03. EZ5747 EZ5747; North East Units Scale Factor Converg. EZ5747;SPC NC - 158,397.442 530,586.091 MT 0.99987349 -0 30 02.6 EZ5747;SPC NC - 519,675.61 1,740,764.53 sFT 0.99987349 -0 30 02.6 EZ5747;UTM 17 - 3,893,014.371 603,122.117 MT 0.99973106 +0 39 08.8 EZ5747 EZ5747! - Elev Factor x Scale Factor = Combined Factor EZ5747!SPC NC - 0.99998988 x 0.99987349 = 0.99986337 EZ5747!UTM 17 - 0.99998988 x 0.99973106 = 0.99972094 EZ5747 EZ5747 SUPERSEDED SURVEY CONTROL EZ5747 EZ5747 NGVD 29 (03/28/90) 95.4 (m) 313. (f) VERT ANG EZ5747 EZ5747.Superseded values are not recommended for survey control. EZ5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5747.See file dsdata.txt to determine how the superseded data were derived. EZ5747 EZ5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0312293014(NAD 83) EZ5747_MARKER: DE = TRAVERSE STATION DISK EZ5747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5747_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5747_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5747+STABILITY: SURFACE MOTION EZ5747 EZ5747 HISTORY - Date Condition Report By EZ5747 HISTORY - 1977 MONUMENTED NCGS EZ5747 EZ5747 STATION DESCRIPTION EZ5747 EZ5747'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5747'THE STATION IS LOCATED IN EXWAY AND APPROXIMATELY 8.2 MILES EZ5747'EAST-SOUTHEAST OF MOUNT GILEAD. EZ5747' EZ5747'TO REACH THE STATION FROM THE INTERSECTION OF SR 1005 AND SR 1153 EZ5747'(COUNTY LINE ROAD) IN THE COMMUNITY OF EXWAY, PROCEED NORTHEASTERLY EZ5747'ALONG SR 1153 FOR 0.3 MILE TO HIGH VOLTAGE LINES AND STATION IN LEFT EZ5747'ROAD SHOULDER (AT WEST SIDE OF LINE RIGHT-OF-WAY) APPROXIMATELY 250 EZ5747'FEET WEST AND ACROSS FROM THE EXWAY BAPTIST CHURCH. EZ5747' EZ5747'STATION MARK IS A STANDARD DISK STAMPED---EXWAY BAPT 1977---, SET IN EZ5747'THE TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5747'SURFACE. THE MARK IS 16.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF EZ5747'SR 1153 AND 86.7 FEET SOUTH-SOUTHEAST OF POWER POLE 170, 68.6 FEET EZ5747'SOUTHWEST OF A 14 INCH FORKED GUM, 55.9 FEET EAST OF AN 8 INCH PINE, EZ5747'81.5 FEET WEST OF A 6 INCH PINE AND 71.3 FEET NORTH-NORTHEAST OF AN 8 EZ5747'INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5748 *********************************************************************** EZ5748 DESIGNATION - EXXON EZ5748 PID - EZ5748 EZ5748 STATE/COUNTY- NC/RICHMOND EZ5748 USGS QUAD - ELLERBE (1982) EZ5748 EZ5748 *CURRENT SURVEY CONTROL EZ5748 ___________________________________________________________________ EZ5748* NAD 83(1986)- 35 04 13.25931(N) 079 45 40.63524(W) ADJUSTED EZ5748* NAVD 88 - 165.9 (meters) 544. (feet) VERTCON EZ5748 ___________________________________________________________________ EZ5748 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EZ5748 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ5748 EZ5748 HORZ ORDER - SECOND EZ5748 EZ5748.The North Carolina HARNS have been completed but, EZ5748.due to contractual restrictions, coordinates for these stations EZ5748.will NOT be published in the near future. In the interim, the EZ5748.published coordinates in North Carolina will not be EZ5748.consistent with the Continuously Operating Reference Stations EZ5748.(CORS). The HARN coordinates for these stations are available EZ5748.upon request. Contact Gary Thompson(919-733-3836). EZ5748. EZ5748.In addition, the published North Carolina positions EZ5748.(NAD 83 (1986)) are NOT consistent with those determined in EZ5748.adjacent state readjustments. The discontinuity between stations EZ5748.located in North Carolina and those in adjacent states EZ5748.which have been adjusted to the HARN may be as much as 5 EZ5748.decimeters. This will result in a significant loss of accuracy EZ5748.over lines crossing such state borders. EZ5748 EZ5748 EZ5748.The horizontal coordinates were established by classical geodetic methods EZ5748.and adjusted by the National Geodetic Survey in March 1990. EZ5748 EZ5748.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5748 EZ5748.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5748 EZ5748.The geoid height was determined by GEOID03. EZ5748 EZ5748; North East Units Scale Factor Converg. EZ5748;SPC NC - 146,732.609 540,173.385 MT 0.99987758 -0 26 21.8 EZ5748;SPC NC - 481,405.23 1,772,218.85 sFT 0.99987758 -0 26 21.8 EZ5748;UTM 17 - 3,881,546.189 612,940.746 MT 0.99975720 +0 42 42.5 EZ5748 EZ5748! - Elev Factor x Scale Factor = Combined Factor EZ5748!SPC NC - 0.99997882 x 0.99987758 = 0.99985640 EZ5748!UTM 17 - 0.99997882 x 0.99975720 = 0.99973603 EZ5748 EZ5748 SUPERSEDED SURVEY CONTROL EZ5748 EZ5748 NGVD 29 (03/28/90) 166.2 (m) 545. (f) VERT ANG EZ5748 EZ5748.Superseded values are not recommended for survey control. EZ5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5748.See file dsdata.txt to determine how the superseded data were derived. EZ5748 EZ5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1294181546(NAD 83) EZ5748_MARKER: DE = TRAVERSE STATION DISK EZ5748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5748_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5748_STAMPING: EXXON 1977 EZ5748_MARK LOGO: NCGS EZ5748_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5748+STABILITY: SURFACE MOTION EZ5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5748+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993 EZ5748 EZ5748 HISTORY - Date Condition Report By EZ5748 HISTORY - 1977 MONUMENTED NCGS EZ5748 HISTORY - 19930728 GOOD NCGS EZ5748 EZ5748 STATION DESCRIPTION EZ5748 EZ5748'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5748'THE STATION IS LOCATED IN ELLERBE. EZ5748' EZ5748'THE STATION IS ONE BLOCK SOUTH OF THE CENTER OF TOWN IN THE SOUTHWEST EZ5748'QUADRANT OF THE INTERSECTION OF US 220 (MAIN STREET) WITH SUNSET EZ5748'AVENUE, IN A SMALL GRASSY ISLAND. EZ5748' EZ5748'STATION MARK IS A STANDARD DISK STAMPED---EXXON 1977---SET IN THE TOP EZ5748'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5748'MARK IS 24.2 FEET WEST OF CENTERLINE OF US 220, 21.2 FEET SOUTH OF EZ5748'CENTERLINE OF SUNSET AVENUE, 49.4 FEET SOUTH OF POWER POLE WITH LIGHT EZ5748'AND REFERENCE TAG, 57.8 FEET WEST OF TOP OF FIRE HYDRANT, 63.5 FEET EZ5748'NORTHEAST OF NORTHEAST CORNER OF SIDEWALK OF SERVICE STATION AND 7.2 EZ5748'FEET EAST-SOUTHEAST OF 3 INCH METAL LIGHT POST. EZ5748 EZ5748 STATION RECOVERY (1993) EZ5748 EZ5748'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5748'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2887 *********************************************************************** EB2887 DESIGNATION - FAITH EB2887 PID - EB2887 EB2887 STATE/COUNTY- NC/RICHMOND EB2887 USGS QUAD - HAMLET (1982) EB2887 EB2887 *CURRENT SURVEY CONTROL EB2887 ___________________________________________________________________ EB2887* NAD 83(1986)- 34 53 08.70039(N) 079 43 00.50059(W) ADJUSTED EB2887* NAVD 88 - 114.4 (meters) 375. (feet) VERTCON EB2887 ___________________________________________________________________ EB2887 LAPLACE CORR- -4.81 (seconds) DEFLEC99 EB2887 GEOID HEIGHT- -31.45 (meters) GEOID03 EB2887 EB2887 HORZ ORDER - SECOND EB2887 EB2887.The North Carolina HARNS have been completed but, EB2887.due to contractual restrictions, coordinates for these stations EB2887.will NOT be published in the near future. In the interim, the EB2887.published coordinates in North Carolina will not be EB2887.consistent with the Continuously Operating Reference Stations EB2887.(CORS). The HARN coordinates for these stations are available EB2887.upon request. Contact Gary Thompson(919-733-3836). EB2887. EB2887.In addition, the published North Carolina positions EB2887.(NAD 83 (1986)) are NOT consistent with those determined in EB2887.adjacent state readjustments. The discontinuity between stations EB2887.located in North Carolina and those in adjacent states EB2887.which have been adjusted to the HARN may be as much as 5 EB2887.decimeters. This will result in a significant loss of accuracy EB2887.over lines crossing such state borders. EB2887 EB2887 EB2887.The horizontal coordinates were established by classical geodetic methods EB2887.and adjusted by the National Geodetic Survey in July 1986. EB2887 EB2887.The NAVD 88 height was computed by applying the VERTCON shift value to EB2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2887 EB2887.The Laplace correction was computed from DEFLEC99 derived deflections. EB2887 EB2887.The geoid height was determined by GEOID03. EB2887 EB2887; North East Units Scale Factor Converg. EB2887;SPC NC - 126,225.787 544,082.105 MT 0.99989287 -0 24 49.4 EB2887;SPC NC - 414,125.77 1,785,042.71 sFT 0.99989287 -0 24 49.4 EB2887;SPC SC - 339,249.537 726,902.265 MT 1.00001905 +0 42 41.0 EB2887;SPC SC - 1,113,023.42 2,384,849.95 iFT 1.00001905 +0 42 41.0 EB2887;UTM 17 - 3,861,124.379 617,259.541 MT 0.99976946 +0 44 02.4 EB2887 EB2887! - Elev Factor x Scale Factor = Combined Factor EB2887!SPC NC - 0.99998697 x 0.99989287 = 0.99987985 EB2887!SPC SC - 0.99998697 x 1.00001905 = 1.00000602 EB2887!UTM 17 - 0.99998697 x 0.99976946 = 0.99975644 EB2887 EB2887: Primary Azimuth Mark Grid Az EB2887:SPC NC - POOLE 254 10 10.1 EB2887:SPC SC - POOLE 253 02 39.7 EB2887:UTM 17 - POOLE 253 01 18.3 EB2887 EB2887|---------------------------------------------------------------------| EB2887| PID Reference Object Distance Geod. Az | EB2887| dddmmss.s | EB2887| EB2869 OAK 369.419 METERS 07412 | EB2887| EB2883 POOLE APPROX. 1.1 KM 2534520.7 | EB2887|---------------------------------------------------------------------| EB2887 EB2887 SUPERSEDED SURVEY CONTROL EB2887 EB2887 NAD 27 - 34 53 08.13553(N) 079 43 01.31484(W) AD( ) 2 EB2887 NGVD 29 (07/19/86) 114.7 (m) 376. (f) VERT ANG EB2887 EB2887.Superseded values are not recommended for survey control. EB2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2887.See file dsdata.txt to determine how the superseded data were derived. EB2887 EB2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1726061124(NAD 83) EB2887_MARKER: DE = TRAVERSE STATION DISK EB2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2887_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2887_STAMPING: FAITH 1970 EB2887_MARK LOGO: NCGS EB2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2887+STABILITY: SURFACE MOTION EB2887 EB2887 HISTORY - Date Condition Report By EB2887 HISTORY - 1970 MONUMENTED NCGS EB2887 EB2887 STATION DESCRIPTION EB2887 EB2887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2887'FAITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2887'VICINITY OF HAMLET, NORTH CAROLINA. EB2887' EB2887'FAITH IS LOCATED APPROXIMATELY 1.2 MILES SOUTHWEST OF HAMLET. EB2887'STATION IS AT THE Y INTERSECTION OF NC 177 AND SR 1900, NEAR THE EB2887'SOUTHWEST EDGE OF HAMLET. EB2887' EB2887'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FAITH EB2887'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2887'FLUSH WITH THE SURFACE OF THE GROUND. EB2887' EB2887'MARK IS EB2887' EB2887'35.1 FEET NNW OF C/L OF NC 177. EB2887'16.4 FEET SSE OF C/L OF SR 1900. EB2887'6.1 FEET NNW OF ALUMINUM REF. TAG ON PP NO. 388. EB2887'46.7 FEET S OF ALUMINUM REF. TAG ON TP N SIDE OF SR 1900. EB2887'32.1 FEET WSW OF ALUMINUM REF. TAG ON STOP SIGN POST. EB2887'90.2 FEET ESE OF ALUMINUM REF. TAG ON TP ON N SIDE OF SR 1900. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3662 *********************************************************************** EB3662 DESIGNATION - FALL EB3662 PID - EB3662 EB3662 STATE/COUNTY- NC/RICHMOND EB3662 USGS QUAD - MORVEN EAST (1983) EB3662 EB3662 *CURRENT SURVEY CONTROL EB3662 ___________________________________________________________________ EB3662* NAD 83(1986)- 34 48 35.13754(N) 079 53 26.82464(W) ADJUSTED EB3662* NAVD 88 - 91.4 (meters) 300. (feet) VERT ANG EB3662 ___________________________________________________________________ EB3662 LAPLACE CORR- -2.91 (seconds) DEFLEC99 EB3662 GEOID HEIGHT- -31.20 (meters) GEOID03 EB3662 EB3662 HORZ ORDER - SECOND EB3662 EB3662.The North Carolina HARNS have been completed but, EB3662.due to contractual restrictions, coordinates for these stations EB3662.will NOT be published in the near future. In the interim, the EB3662.published coordinates in North Carolina will not be EB3662.consistent with the Continuously Operating Reference Stations EB3662.(CORS). The HARN coordinates for these stations are available EB3662.upon request. Contact Gary Thompson(919-733-3836). EB3662. EB3662.In addition, the published North Carolina positions EB3662.(NAD 83 (1986)) are NOT consistent with those determined in EB3662.adjacent state readjustments. The discontinuity between stations EB3662.located in North Carolina and those in adjacent states EB3662.which have been adjusted to the HARN may be as much as 5 EB3662.decimeters. This will result in a significant loss of accuracy EB3662.over lines crossing such state borders. EB3662 EB3662 EB3662.The horizontal coordinates were established by classical geodetic methods EB3662.and adjusted by the National Geodetic Survey in July 1998. EB3662 EB3662.The orthometric height was determined by vertical angle observations. EB3662 EB3662.The Laplace correction was computed from DEFLEC99 derived deflections. EB3662 EB3662.The geoid height was determined by GEOID03. EB3662 EB3662; North East Units Scale Factor Converg. EB3662;SPC NC - 117,925.627 528,104.435 MT 0.99990216 -0 30 50.9 EB3662;SPC NC - 386,894.33 1,732,622.63 sFT 0.99990216 -0 30 50.9 EB3662;SPC SC - 330,635.766 711,089.247 MT 0.99999171 +0 36 53.8 EB3662;SPC SC - 1,084,763.01 2,332,969.97 iFT 0.99999171 +0 36 53.8 EB3662;UTM 17 - 3,852,507.195 601,453.667 MT 0.99972686 +0 37 59.7 EB3662 EB3662! - Elev Factor x Scale Factor = Combined Factor EB3662!SPC NC - 0.99999055 x 0.99990216 = 0.99989271 EB3662!SPC SC - 0.99999055 x 0.99999171 = 0.99998226 EB3662!UTM 17 - 0.99999055 x 0.99972686 = 0.99971741 EB3662 EB3662 SUPERSEDED SURVEY CONTROL EB3662 EB3662 NAD 83(1986)- 34 48 35.14194(N) 079 53 26.83318(W) AD( ) 2 EB3662 NGVD 29 (03/28/90) 91.7 (m) 301. (f) VERT ANG EB3662 EB3662.Superseded values are not recommended for survey control. EB3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3662.See file dsdata.txt to determine how the superseded data were derived. EB3662 EB3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0145452507(NAD 83) EB3662_MARKER: DE = TRAVERSE STATION DISK EB3662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3662_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3662_STAMPING: FALL 1977 EB3662_MARK LOGO: NCGS EB3662_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3662+STABILITY: SURFACE MOTION EB3662 EB3662 HISTORY - Date Condition Report By EB3662 HISTORY - 1977 MONUMENTED NCGS EB3662 HISTORY - 19930929 GOOD NCGS EB3662 EB3662 STATION DESCRIPTION EB3662 EB3662'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3662'THE STATION IS LOCATED APPROXIMATELY 0.3 MILES NORTH OF THE NORTH EB3662'CAROLINA-SOUTH CAROLINA STATE LINE AND 11.2 MILES SOUTHWEST OF EB3662'ROCKINGHAM. EB3662' EB3662'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3662'ON US 1, PROCEED NORTH ALONG US 1 FOR 0.25 MILE TO STATION ON LEFT, ON EB3662'CREST OF 20 FOOT RIDGE, APPROXIMATELY 875 FEET NORTH OF BRANCHS STORE, EB3662'0.5 MILE SOUTH OF SR 1999 (EAST). EB3662' EB3662'STATION MARK IS A STANDARD DISK STAMPED---FALL 1977---, SET IN THE EB3662'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3662'THE MARK IS 71.2 FEET (SLOPE) WEST OF THE CENTERLINE OF US 1, 42.2 EB3662'FEET EAST OF A 10 INCH TWIN PERSIMMON WITH REFERENCE TAG, 54.7 FEET EB3662'SOUTH-SOUTHEAST OF AN 8 INCH CHINABERRY WITH REFERENCE TAG, 69.0 FEET EB3662'SOUTHEAST OF A 10 INCH CHINABERRY WITH REFERENCE TAG AND 85.5 FEET EB3662'NORTH-NORTHEAST OF A 26 INCH GUM WITH REFERENCE TAG. EB3662 EB3662 STATION RECOVERY (1993) EB3662 EB3662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3662'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2881 *********************************************************************** EB2881 DESIGNATION - FISH EB2881 PID - EB2881 EB2881 STATE/COUNTY- NC/RICHMOND EB2881 USGS QUAD - HAMLET (1982) EB2881 EB2881 *CURRENT SURVEY CONTROL EB2881 ___________________________________________________________________ EB2881* NAD 83(1986)- 34 57 39.92656(N) 079 40 11.99882(W) ADJUSTED EB2881* NAVD 88 - 114.2 (meters) 375. (feet) VERTCON EB2881 ___________________________________________________________________ EB2881 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB2881 GEOID HEIGHT- -31.47 (meters) GEOID03 EB2881 EB2881 HORZ ORDER - SECOND EB2881 EB2881.The North Carolina HARNS have been completed but, EB2881.due to contractual restrictions, coordinates for these stations EB2881.will NOT be published in the near future. In the interim, the EB2881.published coordinates in North Carolina will not be EB2881.consistent with the Continuously Operating Reference Stations EB2881.(CORS). The HARN coordinates for these stations are available EB2881.upon request. Contact Gary Thompson(919-733-3836). EB2881. EB2881.In addition, the published North Carolina positions EB2881.(NAD 83 (1986)) are NOT consistent with those determined in EB2881.adjacent state readjustments. The discontinuity between stations EB2881.located in North Carolina and those in adjacent states EB2881.which have been adjusted to the HARN may be as much as 5 EB2881.decimeters. This will result in a significant loss of accuracy EB2881.over lines crossing such state borders. EB2881 EB2881 EB2881.The horizontal coordinates were established by classical geodetic methods EB2881.and adjusted by the National Geodetic Survey in July 1986. EB2881 EB2881.The NAVD 88 height was computed by applying the VERTCON shift value to EB2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2881 EB2881.The Laplace correction was computed from DEFLEC99 derived deflections. EB2881 EB2881.The geoid height was determined by GEOID03. EB2881 EB2881; North East Units Scale Factor Converg. EB2881;SPC NC - 134,553.009 548,416.716 MT 0.99988539 -0 23 12.1 EB2881;SPC NC - 441,446.00 1,799,263.84 sFT 0.99988539 -0 23 12.1 EB2881;UTM 17 - 3,869,535.842 621,425.928 MT 0.99978172 +0 45 44.0 EB2881 EB2881! - Elev Factor x Scale Factor = Combined Factor EB2881!SPC NC - 0.99998701 x 0.99988539 = 0.99987240 EB2881!UTM 17 - 0.99998701 x 0.99978172 = 0.99976873 EB2881 EB2881: Primary Azimuth Mark Grid Az EB2881:SPC NC - RAINBOW 167 27 58.9 EB2881:UTM 17 - RAINBOW 166 19 02.8 EB2881 EB2881|---------------------------------------------------------------------| EB2881| PID Reference Object Distance Geod. Az | EB2881| dddmmss.s | EB2881| EB2876 RAINBOW APPROX. 0.7 KM 1670446.8 | EB2881| EB2880 HENRY 217.005 METERS 34745 | EB2881|---------------------------------------------------------------------| EB2881 EB2881 SUPERSEDED SURVEY CONTROL EB2881 EB2881 NAD 27 - 34 57 39.37344(N) 079 40 12.80513(W) AD( ) 2 EB2881 NGVD 29 (07/19/86) 114.5 (m) 376. (f) VERT ANG EB2881 EB2881.Superseded values are not recommended for survey control. EB2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2881.See file dsdata.txt to determine how the superseded data were derived. EB2881 EB2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2142669536(NAD 83) EB2881_MARKER: DE = TRAVERSE STATION DISK EB2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2881_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2881_STAMPING: FISH 1970 EB2881_MARK LOGO: NCGS EB2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2881+STABILITY: SURFACE MOTION EB2881 EB2881 HISTORY - Date Condition Report By EB2881 HISTORY - 1970 MONUMENTED NCGS EB2881 HISTORY - 1972 GOOD NCGS EB2881 EB2881 STATION DESCRIPTION EB2881 EB2881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2881'FISH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2881'VICINITY OF HAMLET, NORTH CAROLINA. EB2881' EB2881'FISH IS LOCATED APPROXIMATELY 5.8 MILES EAST OF ROCKINGHAM AND 4.9 EB2881'MILES NNE OF HAMLET. TO REACH STATION PROCEED FROM THE INTERSECTION EB2881'OF SR 1475 (ROAD TO MCDONALD CHURCH) AND US 1 APPROXIMATELY 5.0 EB2881'MILES EAST OF ROCKINGHAM, GO EAST ON US 1 FOR 0.9 MILE TO DIM ROAD EB2881'ON RIGHT FOLLOWING POWER LINE, GO SOUTH ON DIM ROAD FOR 0.15 EB2881'MILE TO FORK IN ROAD. STATION IS IN THE NORTHWEST CORNER OF THE EB2881'FORK IN THE ROAD NEAR A POWER POLE, AND 3.0 MILES NORTH OF DIM ROAD EB2881'AND NC 177. EB2881' EB2881'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FISH EB2881'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2881'6 INCHES ABOVE THE SURFACE OF THE GROUND. EB2881' EB2881'MARK IS EB2881' EB2881'69.8 FEET W OF C/L OF MAIN DIRT PATH. EB2881'47.6 FEET NW OF ALUMINUM REF. TAG ON 10 INCH BLACK GUM TREE ON W EB2881'SIDE OF MAIN DIRT PATH. EB2881'6.0 FEET NE OF ALUMINUM REF. TAG ON PP NO. 8/68X WITH THREE EB2881'TRANSFORMERS ON W SIDE OF MAIN PATH. EB2881'98.7 FEET S OF ALUMINUM REF. TAG ON PP ON W SIDE OF MAIN DIRT EB2881'PATH. 36.9 FEET E OF ALUMINUM REF. TAG ON 7 INCH PINE TREE. EB2881 EB2881 STATION RECOVERY (1972) EB2881 EB2881'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (EM) EB2881'FISH NCGS RECOVERED GOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2874 *********************************************************************** EB2874 DESIGNATION - FORD EB2874 PID - EB2874 EB2874 STATE/COUNTY- NC/RICHMOND EB2874 USGS QUAD - HAMLET (1982) EB2874 EB2874 *CURRENT SURVEY CONTROL EB2874 ___________________________________________________________________ EB2874* NAD 83(1986)- 34 55 19.35801(N) 079 41 41.85789(W) ADJUSTED EB2874* NAVD 88 - 117.4 (meters) 385. (feet) VERTCON EB2874 ___________________________________________________________________ EB2874 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EB2874 GEOID HEIGHT- -31.45 (meters) GEOID03 EB2874 EB2874 HORZ ORDER - SECOND EB2874 EB2874.The North Carolina HARNS have been completed but, EB2874.due to contractual restrictions, coordinates for these stations EB2874.will NOT be published in the near future. In the interim, the EB2874.published coordinates in North Carolina will not be EB2874.consistent with the Continuously Operating Reference Stations EB2874.(CORS). The HARN coordinates for these stations are available EB2874.upon request. Contact Gary Thompson(919-733-3836). EB2874. EB2874.In addition, the published North Carolina positions EB2874.(NAD 83 (1986)) are NOT consistent with those determined in EB2874.adjacent state readjustments. The discontinuity between stations EB2874.located in North Carolina and those in adjacent states EB2874.which have been adjusted to the HARN may be as much as 5 EB2874.decimeters. This will result in a significant loss of accuracy EB2874.over lines crossing such state borders. EB2874 EB2874 EB2874.The horizontal coordinates were established by classical geodetic methods EB2874.and adjusted by the National Geodetic Survey in July 1986. EB2874 EB2874.The NAVD 88 height was computed by applying the VERTCON shift value to EB2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2874 EB2874.The Laplace correction was computed from DEFLEC99 derived deflections. EB2874 EB2874.The geoid height was determined by GEOID03. EB2874 EB2874; North East Units Scale Factor Converg. EB2874;SPC NC - 130,237.440 546,107.000 MT 0.99988905 -0 24 04.0 EB2874;SPC NC - 427,287.33 1,791,686.05 sFT 0.99988905 -0 24 04.0 EB2874;UTM 17 - 3,865,175.315 619,203.426 MT 0.99977513 +0 44 49.8 EB2874 EB2874! - Elev Factor x Scale Factor = Combined Factor EB2874!SPC NC - 0.99998650 x 0.99988905 = 0.99987556 EB2874!UTM 17 - 0.99998650 x 0.99977513 = 0.99976164 EB2874 EB2874: Primary Azimuth Mark Grid Az EB2874:SPC NC - CORNER 269 37 58.5 EB2874:UTM 17 - CORNER 268 29 04.7 EB2874 EB2874|---------------------------------------------------------------------| EB2874| PID Reference Object Distance Geod. Az | EB2874| dddmmss.s | EB2874| EB2889 LYNN 419.290 METERS 1015737.6 | EB2874| EB2859 CORNER APPROX. 0.6 KM 2691354.5 | EB2874|---------------------------------------------------------------------| EB2874 EB2874 SUPERSEDED SURVEY CONTROL EB2874 EB2874 NAD 27 - 34 55 18.79928(N) 079 41 42.65781(W) AD( ) 2 EB2874 NGVD 29 (07/19/86) 117.7 (m) 386. (f) VERT ANG EB2874 EB2874.Superseded values are not recommended for survey control. EB2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2874.See file dsdata.txt to determine how the superseded data were derived. EB2874 EB2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1920365175(NAD 83) EB2874_MARKER: DE = TRAVERSE STATION DISK EB2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2874_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2874_STAMPING: FORD 1970 EB2874_MARK LOGO: NCGS EB2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2874+STABILITY: SURFACE MOTION EB2874 EB2874 HISTORY - Date Condition Report By EB2874 HISTORY - 1970 MONUMENTED NCGS EB2874 EB2874 STATION DESCRIPTION EB2874 EB2874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2874'FORD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2874'VICINITY OF HAMLET, NORTH CAROLINA. EB2874' EB2874'FORD IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF HAMLET. TO REACH EB2874'STATION PROCEED FROM THE INTERSECTION OF SR 1640 AND SR 1624 EB2874'APPROXIMATELY 2.0 MILES NORTH OF HAMLET, GO EAST ON SR 1624 FOR EB2874'0.35 MILE TO STATION ON LEFT, ON TOP OF BANK, AND 1.45 MILES WEST EB2874'OF INTERSECTION OF SR 1624 AND NC 177. EB2874' EB2874'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FORD EB2874'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2874'FLUSH WITH THE SURFACE OF THE GROUND. EB2874' EB2874'MARK IS EB2874' EB2874'32.5 FEET N OF C/L OF SR 1624. EB2874'78.6 FEET ESE OF ALUMINUM REF. TAG ON PP NO. 4151 ON N SIDE OF SR EB2874'1624. EB2874'46.4 FEET SSE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE ON N SIDE EB2874'OF SR 1624. EB2874'40.5 FEET SW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON N EB2874'SIDE OF SR 1624. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2890 *********************************************************************** EB2890 DESIGNATION - FOREST EB2890 PID - EB2890 EB2890 STATE/COUNTY- NC/RICHMOND EB2890 USGS QUAD - HAMLET (1982) EB2890 EB2890 *CURRENT SURVEY CONTROL EB2890 ___________________________________________________________________ EB2890* NAD 83(1986)- 34 57 33.66161(N) 079 41 21.83849(W) ADJUSTED EB2890* NAVD 88 - 113.2 (meters) 371. (feet) VERTCON EB2890 ___________________________________________________________________ EB2890 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB2890 GEOID HEIGHT- -31.41 (meters) GEOID03 EB2890 EB2890 HORZ ORDER - SECOND EB2890 EB2890.The North Carolina HARNS have been completed but, EB2890.due to contractual restrictions, coordinates for these stations EB2890.will NOT be published in the near future. In the interim, the EB2890.published coordinates in North Carolina will not be EB2890.consistent with the Continuously Operating Reference Stations EB2890.(CORS). The HARN coordinates for these stations are available EB2890.upon request. Contact Gary Thompson(919-733-3836). EB2890. EB2890.In addition, the published North Carolina positions EB2890.(NAD 83 (1986)) are NOT consistent with those determined in EB2890.adjacent state readjustments. The discontinuity between stations EB2890.located in North Carolina and those in adjacent states EB2890.which have been adjusted to the HARN may be as much as 5 EB2890.decimeters. This will result in a significant loss of accuracy EB2890.over lines crossing such state borders. EB2890 EB2890 EB2890.The horizontal coordinates were established by classical geodetic methods EB2890.and adjusted by the National Geodetic Survey in July 1986. EB2890 EB2890.The NAVD 88 height was computed by applying the VERTCON shift value to EB2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2890 EB2890.The Laplace correction was computed from DEFLEC99 derived deflections. EB2890 EB2890.The geoid height was determined by GEOID03. EB2890 EB2890; North East Units Scale Factor Converg. EB2890;SPC NC - 134,372.102 546,643.800 MT 0.99988554 -0 23 52.4 EB2890;SPC NC - 440,852.47 1,793,447.20 sFT 0.99988554 -0 23 52.4 EB2890;UTM 17 - 3,869,319.444 619,657.184 MT 0.99977646 +0 45 03.8 EB2890 EB2890! - Elev Factor x Scale Factor = Combined Factor EB2890!SPC NC - 0.99998716 x 0.99988554 = 0.99987270 EB2890!UTM 17 - 0.99998716 x 0.99977646 = 0.99976362 EB2890 EB2890|---------------------------------------------------------------------| EB2890| PID Reference Object Distance Geod. Az | EB2890| dddmmss.s | EB2890| EB2843 ENTWISTLE 356.087 METERS 07843 | EB2890|---------------------------------------------------------------------| EB2890 EB2890 SUPERSEDED SURVEY CONTROL EB2890 EB2890 NAD 27 - 34 57 33.10886(N) 079 41 22.64253(W) AD( ) 2 EB2890 NGVD 29 (07/19/86) 113.5 (m) 372. (f) VERT ANG EB2890 EB2890.Superseded values are not recommended for survey control. EB2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2890.See file dsdata.txt to determine how the superseded data were derived. EB2890 EB2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1965769319(NAD 83) EB2890_MARKER: DE = TRAVERSE STATION DISK EB2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2890_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2890_STAMPING: FOREST 1970 EB2890_MARK LOGO: NCGS EB2890_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2890+STABILITY: SURFACE MOTION EB2890 EB2890 HISTORY - Date Condition Report By EB2890 HISTORY - 1970 MONUMENTED NCGS EB2890 HISTORY - 19930929 SEE DESCRIPTION NCGS EB2890 EB2890 STATION DESCRIPTION EB2890 EB2890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2890'FOREST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2890'VICINITY OF HAMLET, NORTH CAROLINA. EB2890' EB2890'FOREST IS LOCATED APPROXIMATELY 4.8 MILES EAST OF ROCKINGHAM. TO EB2890'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1640 AND US 1, GO EB2890'EAST ON US 1 FOR 0.85 MILE TO STATION ON LEFT, ON EAST SIDE OF EAST EB2890'DRIVEWAY TO N. C. FOREST SERVICE BUILDING, ANS 0.2 MILE WEST OF T EB2890'INTERSECTION OF US 1 AND SR 1475. EB2890' EB2890'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FOREST EB2890'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB2890'INCHES BELOW THE SURFACE OF THE GROUND. EB2890' EB2890'MARK IS EB2890' EB2890'19.4 FEET N OF C/L OF U S 1. EB2890'12.2 FEET SE OF ALUMINUM REF. TAG ON PP NO. 1044 ON N SIDE OF US 1. EB2890'6.9 FEET E OF 4X4 WHITE REFLECTOR POST ON E SIDE OF E ENTRANCE TO EB2890'FOREST SERVICE HEADQUARTERS. EB2890'51.2 FEET N OF ALUMINUM REF. TAG ON SERVICE POLE NO. 62 ON S SIDE EB2890'OF US 1. EB2890'43.6 FEET ESE OF STOP SIGN FOR FOREST SERVICE ENTRANCE. EB2890 EB2890 STATION RECOVERY (1993) EB2890 EB2890'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB2890'SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY WATER LINE EB2890'CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3027 *********************************************************************** EB3027 DESIGNATION - FRANKS EB3027 PID - EB3027 EB3027 STATE/COUNTY- NC/RICHMOND EB3027 USGS QUAD - DIGGS (1982) EB3027 EB3027 *CURRENT SURVEY CONTROL EB3027 ___________________________________________________________________ EB3027* NAD 83(1986)- 34 51 56.34744(N) 079 45 44.22172(W) ADJUSTED EB3027* NAVD 88 - 104.9 (meters) 344. (feet) VERTCON EB3027 ___________________________________________________________________ EB3027 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EB3027 GEOID HEIGHT- -31.36 (meters) GEOID03 EB3027 EB3027 HORZ ORDER - SECOND EB3027 EB3027.The North Carolina HARNS have been completed but, EB3027.due to contractual restrictions, coordinates for these stations EB3027.will NOT be published in the near future. In the interim, the EB3027.published coordinates in North Carolina will not be EB3027.consistent with the Continuously Operating Reference Stations EB3027.(CORS). The HARN coordinates for these stations are available EB3027.upon request. Contact Gary Thompson(919-733-3836). EB3027. EB3027.In addition, the published North Carolina positions EB3027.(NAD 83 (1986)) are NOT consistent with those determined in EB3027.adjacent state readjustments. The discontinuity between stations EB3027.located in North Carolina and those in adjacent states EB3027.which have been adjusted to the HARN may be as much as 5 EB3027.decimeters. This will result in a significant loss of accuracy EB3027.over lines crossing such state borders. EB3027 EB3027 EB3027.The horizontal coordinates were established by classical geodetic methods EB3027.and adjusted by the National Geodetic Survey in July 1986. EB3027 EB3027.The NAVD 88 height was computed by applying the VERTCON shift value to EB3027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3027 EB3027.The Laplace correction was computed from DEFLEC99 derived deflections. EB3027 EB3027.The geoid height was determined by GEOID03. EB3027 EB3027; North East Units Scale Factor Converg. EB3027;SPC NC - 124,027.415 539,908.172 MT 0.99989516 -0 26 23.9 EB3027;SPC NC - 406,913.28 1,771,348.73 sFT 0.99989516 -0 26 23.9 EB3027;SPC SC - 336,969.316 722,771.823 MT 1.00001165 +0 41 10.3 EB3027;SPC SC - 1,105,542.38 2,371,298.63 iFT 1.00001165 +0 41 10.3 EB3027;UTM 17 - 3,858,843.146 613,131.016 MT 0.99975774 +0 42 27.4 EB3027 EB3027! - Elev Factor x Scale Factor = Combined Factor EB3027!SPC NC - 0.99998845 x 0.99989516 = 0.99988361 EB3027!SPC SC - 0.99998845 x 1.00001165 = 1.00000010 EB3027!UTM 17 - 0.99998845 x 0.99975774 = 0.99974619 EB3027 EB3027: Primary Azimuth Mark Grid Az EB3027:SPC NC - RICHARDSON 273 14 22.4 EB3027:SPC SC - RICHARDSON 272 06 48.2 EB3027:UTM 17 - RICHARDSON 272 05 31.1 EB3027 EB3027|---------------------------------------------------------------------| EB3027| PID Reference Object Distance Geod. Az | EB3027| dddmmss.s | EB3027| EB3024 RICHARDSON APPROX. 0.9 KM 2724758.5 | EB3027|---------------------------------------------------------------------| EB3027 EB3027 SUPERSEDED SURVEY CONTROL EB3027 EB3027 NAD 27 - 34 51 55.78053(N) 079 45 45.02535(W) AD( ) 2 EB3027 NGVD 29 (07/19/86) 105.2 (m) 345. (f) VERT ANG EB3027 EB3027.Superseded values are not recommended for survey control. EB3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3027.See file dsdata.txt to determine how the superseded data were derived. EB3027 EB3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1313158843(NAD 83) EB3027_MARKER: DE = TRAVERSE STATION DISK EB3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3027_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3027_STAMPING: FRANKS 1970 EB3027_MARK LOGO: NCGS EB3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3027+STABILITY: SURFACE MOTION EB3027 EB3027 HISTORY - Date Condition Report By EB3027 HISTORY - 1970 MONUMENTED NCGS EB3027 EB3027 STATION DESCRIPTION EB3027 EB3027'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB3027'FRANKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB3027'VICINITY OF HAMLET, NORTH CAROLINA. EB3027' EB3027'FRANKS IS LOCATED APPROXIMATELY 3.9 MILES SOUTHWEST OF HAMLET AND EB3027'5.1 MILES SOUTH OF ROCKINGHAM. TO REACH STATION PROCEED FROM Y EB3027'INTERSECTION OF NC 177 AND SR 1900 NEAR THE SOUTHWEST EDGE OF EB3027'HAMLET, GO SOUTHWEST ON SR 1900 FOR 2.95 MILES TO STATION ON LEFT, EB3027'AT INTERSECTION OF SR 1900 AND SR 1994, AND APPROXIMATELY EB3027'125 FEET NORTHEAST OF INTERSECTION OF SR 1994 AND SR 1992. EB3027' EB3027'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FRANKS EB3027'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB3027'FLUSH WITH THE SURFACE OF THE GROUND. EB3027' EB3027'MARK IS EB3027' EB3027'13.2 FEET SE OF C/L OF SR 1900. EB3027'42.5 FEET SE OF C/L OF SR 1994. EB3027'77.9 FEET ESE OF ALUMINUM REF. TAG ON POST OF STOP SIGN AT EB3027'INTERSECTION OF SR 1900 AND SR 1994. EB3027'134.7 FEET ESE OF ALUMINUM REF. TAG ON TP. EB3027'11.9 FEET WSW OF ALUMINUM REF. TAG ON POST OF MILEAGE SIGN. EB3027'170.6 FEET NE OF ALUMINUM REF. TAG ON PP NO. H8 W/TRANSFORMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2854 *********************************************************************** EB2854 DESIGNATION - FRUITLAND RM 2 AZIMUTH EB2854 PID - EB2854 EB2854 STATE/COUNTY- NC/RICHMOND EB2854 USGS QUAD - HAMLET (1982) EB2854 EB2854 *CURRENT SURVEY CONTROL EB2854 ___________________________________________________________________ EB2854* NAD 83(1986)- 34 55 16.67101(N) 079 39 24.90859(W) ADJUSTED EB2854* NAVD 88 - 144.5 (meters) 474. (feet) VERTCON EB2854 ___________________________________________________________________ EB2854 LAPLACE CORR- -4.97 (seconds) DEFLEC99 EB2854 GEOID HEIGHT- -31.58 (meters) GEOID03 EB2854 EB2854 HORZ ORDER - SECOND EB2854 EB2854.The North Carolina HARNS have been completed but, EB2854.due to contractual restrictions, coordinates for these stations EB2854.will NOT be published in the near future. In the interim, the EB2854.published coordinates in North Carolina will not be EB2854.consistent with the Continuously Operating Reference Stations EB2854.(CORS). The HARN coordinates for these stations are available EB2854.upon request. Contact Gary Thompson(919-733-3836). EB2854. EB2854.In addition, the published North Carolina positions EB2854.(NAD 83 (1986)) are NOT consistent with those determined in EB2854.adjacent state readjustments. The discontinuity between stations EB2854.located in North Carolina and those in adjacent states EB2854.which have been adjusted to the HARN may be as much as 5 EB2854.decimeters. This will result in a significant loss of accuracy EB2854.over lines crossing such state borders. EB2854 EB2854 EB2854.The horizontal coordinates were established by classical geodetic methods EB2854.and adjusted by the National Geodetic Survey in July 1986. EB2854 EB2854.The NAVD 88 height was computed by applying the VERTCON shift value to EB2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2854 EB2854.The Laplace correction was computed from DEFLEC99 derived deflections. EB2854 EB2854.The geoid height was determined by GEOID03. EB2854 EB2854; North East Units Scale Factor Converg. EB2854;SPC NC - 130,130.982 549,582.013 MT 0.99988913 -0 22 45.0 EB2854;SPC NC - 426,938.06 1,803,086.99 sFT 0.99988913 -0 22 45.0 EB2854;UTM 17 - 3,865,138.516 622,679.496 MT 0.99978549 +0 46 08.2 EB2854 EB2854! - Elev Factor x Scale Factor = Combined Factor EB2854!SPC NC - 0.99998227 x 0.99988913 = 0.99987140 EB2854!UTM 17 - 0.99998227 x 0.99978549 = 0.99976776 EB2854 EB2854 SUPERSEDED SURVEY CONTROL EB2854 EB2854 NAD 27 - 34 55 16.11279(N) 079 39 25.71196(W) AD( ) 2 EB2854 NGVD 29 (07/19/86) 144.8 (m) 475. (f) VERT ANG EB2854 EB2854.Superseded values are not recommended for survey control. EB2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2854.See file dsdata.txt to determine how the superseded data were derived. EB2854 EB2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2267965139(NAD 83) EB2854_MARKER: DR = REFERENCE MARK DISK EB2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2854_STAMPING: FRUITLAND NO 2 1933 EB2854_MARK LOGO: CGS EB2854_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2854+STABILITY: SURFACE MOTION EB2854 EB2854 HISTORY - Date Condition Report By EB2854 HISTORY - 1933 MONUMENTED CGS EB2854 HISTORY - 19930727 SEE DESCRIPTION NCGS EB2854 EB2854 STATION DESCRIPTION EB2854 EB2854'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB2854'DESTROYED IN 1980. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1555 *********************************************************************** EB1555 DESIGNATION - FRUITLAND RM 4 EB1555 PID - EB1555 EB1555 STATE/COUNTY- NC/RICHMOND EB1555 USGS QUAD - HAMLET (1982) EB1555 EB1555 *CURRENT SURVEY CONTROL EB1555 ___________________________________________________________________ EB1555* NAD 83(1986)- 34 55 21.04480(N) 079 39 14.11659(W) ADJUSTED EB1555* NAVD 88 - 138.150 (meters) 453.25 (feet) ADJUSTED EB1555 ___________________________________________________________________ EB1555 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB1555 GEOID HEIGHT- -31.58 (meters) GEOID03 EB1555 DYNAMIC HT - 138.022 (meters) 452.83 (feet) COMP EB1555 MODELED GRAV- 979,705.7 (mgal) NAVD 88 EB1555 EB1555 HORZ ORDER - THIRD EB1555 VERT ORDER - FIRST CLASS II EB1555 EB1555.The North Carolina HARNS have been completed but, EB1555.due to contractual restrictions, coordinates for these stations EB1555.will NOT be published in the near future. In the interim, the EB1555.published coordinates in North Carolina will not be EB1555.consistent with the Continuously Operating Reference Stations EB1555.(CORS). The HARN coordinates for these stations are available EB1555.upon request. Contact Gary Thompson(919-733-3836). EB1555. EB1555.In addition, the published North Carolina positions EB1555.(NAD 83 (1986)) are NOT consistent with those determined in EB1555.adjacent state readjustments. The discontinuity between stations EB1555.located in North Carolina and those in adjacent states EB1555.which have been adjusted to the HARN may be as much as 5 EB1555.decimeters. This will result in a significant loss of accuracy EB1555.over lines crossing such state borders. EB1555 EB1555 EB1555.The horizontal coordinates were established by classical geodetic methods EB1555.and adjusted by the National Geodetic Survey in July 1998. EB1555 EB1555.The orthometric height was determined by differential leveling EB1555.and adjusted by the National Geodetic Survey in June 1991. EB1555 EB1555.The Laplace correction was computed from DEFLEC99 derived deflections. EB1555 EB1555.The geoid height was determined by GEOID03. EB1555 EB1555.The dynamic height is computed by dividing the NAVD 88 EB1555.geopotential number by the normal gravity value computed on the EB1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1555.degrees latitude (g = 980.6199 gals.). EB1555 EB1555.The modeled gravity was interpolated from observed gravity values. EB1555 EB1555; North East Units Scale Factor Converg. EB1555;SPC NC - 130,263.940 549,856.788 MT 0.99988900 -0 22 38.7 EB1555;SPC NC - 427,374.28 1,803,988.48 sFT 0.99988900 -0 22 38.7 EB1555;UTM 17 - 3,865,276.939 622,951.523 MT 0.99978631 +0 46 14.5 EB1555 EB1555! - Elev Factor x Scale Factor = Combined Factor EB1555!SPC NC - 0.99998327 x 0.99988900 = 0.99987227 EB1555!UTM 17 - 0.99998327 x 0.99978631 = 0.99976959 EB1555 EB1555 SUPERSEDED SURVEY CONTROL EB1555 EB1555 NAVD 88 (07/24/98) 138.15 (m) 453.2 (f) LEVELING 3 EB1555 NGVD 29 (10/06/93) 138.415 (m) 454.12 (f) ADJUSTED 1 2 EB1555 EB1555.Superseded values are not recommended for survey control. EB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1555.See file dsdata.txt to determine how the superseded data were derived. EB1555 EB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2295265277(NAD 83) EB1555_MARKER: DR = REFERENCE MARK DISK EB1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1555_SP_SET: CONCRETE POST EB1555_STAMPING: FRUITLAND 1933 NO 4 1980 EB1555_MARK LOGO: NGS EB1555_PROJECTION: PROJECTING 5 CENTIMETERS EB1555_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1555+STABILITY: SURFACE MOTION EB1555 EB1555 HISTORY - Date Condition Report By EB1555 HISTORY - 1980 MONUMENTED NGS EB1555 HISTORY - 1980 GOOD NCGS EB1555 HISTORY - 19930326 GOOD NCGS EB1555 EB1555 STATION DESCRIPTION EB1555 EB1555'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1555'3.4 MI NE FROM HAMLET. EB1555'3.55 MILE NORTHEAST ALONG N.C. 177 FROM THE INTERSECTION WITH U.S. 74 EB1555'IN HAMLET, ON SUMMIT OF GRADE, 0.25 MILE EAST OF DRIVE TO SEABOARD EB1555'COAST LINE RAILROAD PIGGYBACK TERMINAL AND 1.55 MILES SOUTHWEST OF EB1555'INTERSECTION WITH SR 1607, 98.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, EB1555'25.0 FEET SOUTH OF APPROXIMATE CENTERLINE OF DIRT ROAD, 110.5 FEET EB1555'NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG AND 136.8 FEET EAST OF EB1555'POWER POLE WITH REFERENCE TAG. EB1555'THE MARK IS 12 FT ABOVE HIGHWAY. EB1555 EB1555 STATION RECOVERY (1993) EB1555 EB1555'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA) EB1555'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1556 *********************************************************************** EB1556 DESIGNATION - FRUITLAND RM 5 EB1556 PID - EB1556 EB1556 STATE/COUNTY- NC/RICHMOND EB1556 USGS QUAD - HAMLET (1982) EB1556 EB1556 *CURRENT SURVEY CONTROL EB1556 ___________________________________________________________________ EB1556* NAD 83(1986)- 34 55 21.06740(N) 079 39 12.89047(W) ADJUSTED EB1556* NAVD 88 - 138.032 (meters) 452.86 (feet) ADJUSTED EB1556 ___________________________________________________________________ EB1556 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB1556 GEOID HEIGHT- -31.59 (meters) GEOID03 EB1556 DYNAMIC HT - 137.904 (meters) 452.44 (feet) COMP EB1556 MODELED GRAV- 979,705.7 (mgal) NAVD 88 EB1556 EB1556 HORZ ORDER - THIRD EB1556 VERT ORDER - FIRST CLASS II EB1556 EB1556.The North Carolina HARNS have been completed but, EB1556.due to contractual restrictions, coordinates for these stations EB1556.will NOT be published in the near future. In the interim, the EB1556.published coordinates in North Carolina will not be EB1556.consistent with the Continuously Operating Reference Stations EB1556.(CORS). The HARN coordinates for these stations are available EB1556.upon request. Contact Gary Thompson(919-733-3836). EB1556. EB1556.In addition, the published North Carolina positions EB1556.(NAD 83 (1986)) are NOT consistent with those determined in EB1556.adjacent state readjustments. The discontinuity between stations EB1556.located in North Carolina and those in adjacent states EB1556.which have been adjusted to the HARN may be as much as 5 EB1556.decimeters. This will result in a significant loss of accuracy EB1556.over lines crossing such state borders. EB1556 EB1556 EB1556.The horizontal coordinates were established by classical geodetic methods EB1556.and adjusted by the National Geodetic Survey in July 1998. EB1556 EB1556.The orthometric height was determined by differential leveling EB1556.and adjusted by the National Geodetic Survey in June 1991. EB1556 EB1556.The Laplace correction was computed from DEFLEC99 derived deflections. EB1556 EB1556.The geoid height was determined by GEOID03. EB1556 EB1556.The dynamic height is computed by dividing the NAVD 88 EB1556.geopotential number by the normal gravity value computed on the EB1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1556.degrees latitude (g = 980.6199 gals.). EB1556 EB1556.The modeled gravity was interpolated from observed gravity values. EB1556 EB1556; North East Units Scale Factor Converg. EB1556;SPC NC - 130,264.432 549,887.909 MT 0.99988900 -0 22 38.0 EB1556;SPC NC - 427,375.89 1,804,090.58 sFT 0.99988900 -0 22 38.0 EB1556;UTM 17 - 3,865,278.054 622,982.626 MT 0.99978641 +0 46 15.2 EB1556 EB1556! - Elev Factor x Scale Factor = Combined Factor EB1556!SPC NC - 0.99998329 x 0.99988900 = 0.99987229 EB1556!UTM 17 - 0.99998329 x 0.99978641 = 0.99976971 EB1556 EB1556 SUPERSEDED SURVEY CONTROL EB1556 EB1556 NAVD 88 (07/24/98) 138.03 (m) 452.9 (f) LEVELING 3 EB1556 NGVD 29 (10/06/93) 138.297 (m) 453.73 (f) ADJUSTED 1 2 EB1556 EB1556.Superseded values are not recommended for survey control. EB1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1556.See file dsdata.txt to determine how the superseded data were derived. EB1556 EB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2298365278(NAD 83) EB1556_MARKER: DR = REFERENCE MARK DISK EB1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1556_SP_SET: CONCRETE POST EB1556_STAMPING: FRUITLAND 1933 NO 5 1980 EB1556_MARK LOGO: NGS EB1556_PROJECTION: PROJECTING 3 CENTIMETERS EB1556_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1556+STABILITY: SURFACE MOTION EB1556 EB1556 HISTORY - Date Condition Report By EB1556 HISTORY - 1980 MONUMENTED NGS EB1556 HISTORY - 1980 GOOD NCGS EB1556 HISTORY - 19930326 GOOD NCGS EB1556 EB1556 STATION DESCRIPTION EB1556 EB1556'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1556'3.4 MI NE FROM HAMLET. EB1556'3.55 MILE NORTHEAST ALONG N.C. 177 FORM THE INTERSECTION WITH U.S. 74 EB1556'IN HAMLET, ON SUMMIT OF GRADE, 0.25 MILE EAST OF DRIVE TO SEABOARD EB1556'COAST LINE RAILROAD PIGGYBACK TERMINAL AND 1.55 MILES SOUTHWEST OF EB1556'INTERSECTION WITH SR 1607, 60.5 FEET NORTH OF NORTH RAIL, 72.0 FEET EB1556'SOUTH OF CENTERLINE DIRT ROAD, 15.8 FEET NORTH OF TELEPHONE POLE WITH EB1556'REFERENCE TAG AND 1.3 FEET WEST OF GUY WIRE ANCHOR. EB1556'THE MARK IS 12 FT ABOVE HIGHWAY. EB1556 EB1556 STATION RECOVERY (1993) EB1556 EB1556'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA) EB1556'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5751 *********************************************************************** EZ5751 DESIGNATION - FULP EZ5751 PID - EZ5751 EZ5751 STATE/COUNTY- NC/RICHMOND EZ5751 USGS QUAD - ELLERBE (1982) EZ5751 EZ5751 *CURRENT SURVEY CONTROL EZ5751 ___________________________________________________________________ EZ5751* NAD 83(1986)- 35 06 34.56586(N) 079 45 11.77089(W) ADJUSTED EZ5751* NAVD 88 - 124.9 (meters) 410. (feet) VERTCON EZ5751 ___________________________________________________________________ EZ5751 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EZ5751 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5751 EZ5751 HORZ ORDER - SECOND EZ5751 EZ5751.The North Carolina HARNS have been completed but, EZ5751.due to contractual restrictions, coordinates for these stations EZ5751.will NOT be published in the near future. In the interim, the EZ5751.published coordinates in North Carolina will not be EZ5751.consistent with the Continuously Operating Reference Stations EZ5751.(CORS). The HARN coordinates for these stations are available EZ5751.upon request. Contact Gary Thompson(919-733-3836). EZ5751. EZ5751.In addition, the published North Carolina positions EZ5751.(NAD 83 (1986)) are NOT consistent with those determined in EZ5751.adjacent state readjustments. The discontinuity between stations EZ5751.located in North Carolina and those in adjacent states EZ5751.which have been adjusted to the HARN may be as much as 5 EZ5751.decimeters. This will result in a significant loss of accuracy EZ5751.over lines crossing such state borders. EZ5751 EZ5751 EZ5751.The horizontal coordinates were established by classical geodetic methods EZ5751.and adjusted by the National Geodetic Survey in March 1990. EZ5751 EZ5751.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5751 EZ5751.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5751 EZ5751.The geoid height was determined by GEOID03. EZ5751 EZ5751; North East Units Scale Factor Converg. EZ5751;SPC NC - 151,081.052 540,937.624 MT 0.99987565 -0 26 05.2 EZ5751;SPC NC - 495,671.75 1,774,726.19 sFT 0.99987565 -0 26 05.2 EZ5751;UTM 17 - 3,885,908.596 613,617.359 MT 0.99975909 +0 43 01.6 EZ5751 EZ5751! - Elev Factor x Scale Factor = Combined Factor EZ5751!SPC NC - 0.99998526 x 0.99987565 = 0.99986091 EZ5751!UTM 17 - 0.99998526 x 0.99975909 = 0.99974436 EZ5751 EZ5751 SUPERSEDED SURVEY CONTROL EZ5751 EZ5751 NGVD 29 (03/28/90) 125.1 (m) 410. (f) VERT ANG EZ5751 EZ5751.Superseded values are not recommended for survey control. EZ5751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5751.See file dsdata.txt to determine how the superseded data were derived. EZ5751 EZ5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1361785909(NAD 83) EZ5751_MARKER: DE = TRAVERSE STATION DISK EZ5751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5751_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5751_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5751+STABILITY: SURFACE MOTION EZ5751 EZ5751 HISTORY - Date Condition Report By EZ5751 HISTORY - 1977 MONUMENTED NCGS EZ5751 EZ5751 STATION DESCRIPTION EZ5751 EZ5751'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5751'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES SOUTHWEST OF PLAINVIEW EZ5751'AND 2.7 MILES NORTH OF ELLERBE. EZ5751' EZ5751'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 NORTH EZ5751'OF ELLERBE, PROCEED NORTHERLY ALONG US 220 AND NC 73 FOR 1.5 MILES TO EZ5751'STATION IN LEFT SHOULDER AT SOUTHERNMOST DIRT DRIVEWAY TO MOBILE HOME EZ5751'RESIDENCE, 0.35 MILE SOUTHWEST OF SR 1458 (EAST). EZ5751' EZ5751'STATION MARK IS A STANDARD DISK STAMPED---FULP 1977---, SET IN THE TOP EZ5751'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5751'MARK IS 26.5 FEET NORTHWEST OF THE CENTERLINE OF US 220, 41.3 FEET EZ5751'SOUTH-SOUTHWEST OF THE SOUTH END OF CONCRETE PIPE UNDER DRIVEWAY, 62.9 EZ5751'FEET SOUTH OF A POWER POLE 6-9 WITH REFERENCE TAG, 56.2 FEET EAST OF A EZ5751'12 INCH GUM WITH REFERENCE TAG AND 108.9 FEET NORTH-NORTHEAST OF A 24 EZ5751'INCH POPLAR WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5752 *********************************************************************** EZ5752 DESIGNATION - GALL EZ5752 PID - EZ5752 EZ5752 STATE/COUNTY- NC/RICHMOND EZ5752 USGS QUAD - NORMAN (1983) EZ5752 EZ5752 *CURRENT SURVEY CONTROL EZ5752 ___________________________________________________________________ EZ5752* NAD 83(1986)- 35 10 18.14717(N) 079 43 28.90401(W) ADJUSTED EZ5752* NAVD 88 - 189.9 (meters) 623. (feet) VERTCON EZ5752 ___________________________________________________________________ EZ5752 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EZ5752 GEOID HEIGHT- -30.94 (meters) GEOID03 EZ5752 EZ5752 HORZ ORDER - SECOND EZ5752 EZ5752.The North Carolina HARNS have been completed but, EZ5752.due to contractual restrictions, coordinates for these stations EZ5752.will NOT be published in the near future. In the interim, the EZ5752.published coordinates in North Carolina will not be EZ5752.consistent with the Continuously Operating Reference Stations EZ5752.(CORS). The HARN coordinates for these stations are available EZ5752.upon request. Contact Gary Thompson(919-733-3836). EZ5752. EZ5752.In addition, the published North Carolina positions EZ5752.(NAD 83 (1986)) are NOT consistent with those determined in EZ5752.adjacent state readjustments. The discontinuity between stations EZ5752.located in North Carolina and those in adjacent states EZ5752.which have been adjusted to the HARN may be as much as 5 EZ5752.decimeters. This will result in a significant loss of accuracy EZ5752.over lines crossing such state borders. EZ5752 EZ5752 EZ5752.The horizontal coordinates were established by classical geodetic methods EZ5752.and adjusted by the National Geodetic Survey in March 1990. EZ5752 EZ5752.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5752 EZ5752.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5752 EZ5752.The geoid height was determined by GEOID03. EZ5752 EZ5752; North East Units Scale Factor Converg. EZ5752;SPC NC - 157,950.841 543,592.519 MT 0.99987356 -0 25 05.8 EZ5752;SPC NC - 518,210.38 1,783,436.46 sFT 0.99987356 -0 25 05.8 EZ5752;UTM 17 - 3,892,829.617 616,133.269 MT 0.99976621 +0 44 04.9 EZ5752 EZ5752! - Elev Factor x Scale Factor = Combined Factor EZ5752!SPC NC - 0.99997505 x 0.99987356 = 0.99984862 EZ5752!UTM 17 - 0.99997505 x 0.99976621 = 0.99974127 EZ5752 EZ5752 SUPERSEDED SURVEY CONTROL EZ5752 EZ5752 NGVD 29 (03/28/90) 190.1 (m) 624. (f) VERT ANG EZ5752 EZ5752.Superseded values are not recommended for survey control. EZ5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5752.See file dsdata.txt to determine how the superseded data were derived. EZ5752 EZ5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1613392830(NAD 83) EZ5752_MARKER: DE = TRAVERSE STATION DISK EZ5752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5752_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5752_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5752+STABILITY: SURFACE MOTION EZ5752 EZ5752 HISTORY - Date Condition Report By EZ5752 HISTORY - 1977 MONUMENTED NCGS EZ5752 EZ5752 STATION DESCRIPTION EZ5752 EZ5752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5752'THE STATION IS LOCATED IN NORMAN. EZ5752' EZ5752'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH SR 1321 EZ5752'(MOORE STREET) IN NORMAN, PROCEED NORTHERLY ALONG US 220 FOR 0.15 MILE EZ5752'TO STATION IN LEFT SHOULDER, IN FRONT OF A TWO STORY GREY SHINGLE EZ5752'HOUSE (GALLIMORE RESIDENCE). EZ5752' EZ5752'STATION MARK IS A STANDARD DISK STAMPED---GALL 1977---SET IN THE TOP EZ5752'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5752'MARK IS 22.4 FEET SOUTHWEST OF CENTERLINE OF US 220, 37.6 FEET EZ5752'NORTHWEST OF CENTERLINE DRIVE TO GALLIMORE RESIDENCE, 82.1 FEET EZ5752'SOUTHEAST OF CENTERLINE OF ANOTHER DIRT DRIVE, 76.2 FEET NORTHEAST OF EZ5752'NORTHWEST CORNER OF HOUSE, 34.6 FEET NORTH OF 10 INCH LONGLEAF PINE EZ5752'WITH REFERENCE TAG AND 61.7 FEET WEST-SOUTHWEST OF POWER POLE 5341 EZ5752'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5753 *********************************************************************** EZ5753 DESIGNATION - GALLIMORE EZ5753 PID - EZ5753 EZ5753 STATE/COUNTY- NC/RICHMOND EZ5753 USGS QUAD - NORMAN (1983) EZ5753 EZ5753 *CURRENT SURVEY CONTROL EZ5753 ___________________________________________________________________ EZ5753* NAD 83(1986)- 35 09 43.53144(N) 079 39 18.63363(W) ADJUSTED EZ5753* NAVD 88 - 167.0 (meters) 548. (feet) VERTCON EZ5753 ___________________________________________________________________ EZ5753 LAPLACE CORR- -3.63 (seconds) DEFLEC99 EZ5753 GEOID HEIGHT- -31.13 (meters) GEOID03 EZ5753 EZ5753 HORZ ORDER - SECOND EZ5753 EZ5753.The North Carolina HARNS have been completed but, EZ5753.due to contractual restrictions, coordinates for these stations EZ5753.will NOT be published in the near future. In the interim, the EZ5753.published coordinates in North Carolina will not be EZ5753.consistent with the Continuously Operating Reference Stations EZ5753.(CORS). The HARN coordinates for these stations are available EZ5753.upon request. Contact Gary Thompson(919-733-3836). EZ5753. EZ5753.In addition, the published North Carolina positions EZ5753.(NAD 83 (1986)) are NOT consistent with those determined in EZ5753.adjacent state readjustments. The discontinuity between stations EZ5753.located in North Carolina and those in adjacent states EZ5753.which have been adjusted to the HARN may be as much as 5 EZ5753.decimeters. This will result in a significant loss of accuracy EZ5753.over lines crossing such state borders. EZ5753 EZ5753 EZ5753.The horizontal coordinates were established by classical geodetic methods EZ5753.and adjusted by the National Geodetic Survey in March 1990. EZ5753 EZ5753.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5753 EZ5753.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5753 EZ5753.The geoid height was determined by GEOID03. EZ5753 EZ5753; North East Units Scale Factor Converg. EZ5753;SPC NC - 156,840.213 549,917.552 MT 0.99987381 -0 22 41.3 EZ5753;SPC NC - 514,566.60 1,804,187.84 sFT 0.99987381 -0 22 41.3 EZ5753;UTM 17 - 3,891,846.567 622,478.744 MT 0.99978487 +0 46 28.4 EZ5753 EZ5753! - Elev Factor x Scale Factor = Combined Factor EZ5753!SPC NC - 0.99997867 x 0.99987381 = 0.99985248 EZ5753!UTM 17 - 0.99997867 x 0.99978487 = 0.99976354 EZ5753 EZ5753 SUPERSEDED SURVEY CONTROL EZ5753 EZ5753 NGVD 29 (03/28/90) 167.3 (m) 549. (f) VERT ANG EZ5753 EZ5753.Superseded values are not recommended for survey control. EZ5753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5753.See file dsdata.txt to determine how the superseded data were derived. EZ5753 EZ5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2247991847(NAD 83) EZ5753_MARKER: DE = TRAVERSE STATION DISK EZ5753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5753_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5753_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5753+STABILITY: SURFACE MOTION EZ5753 EZ5753 HISTORY - Date Condition Report By EZ5753 HISTORY - 1977 MONUMENTED NCGS EZ5753 HISTORY - 1985 GOOD USPSQD EZ5753 EZ5753 STATION DESCRIPTION EZ5753 EZ5753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5753'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTHWEST OF JACKSON EZ5753'SPRINGS AND 3.9 MILES EAST-SOUTHEAST OF NORMAN. EZ5753' EZ5753'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH SR 1003 EZ5753'(RICHMOND/MONTGOMERY COUNTY LINE) AT WINDBLOW, PROCEED SOUTHEASTERLY EZ5753'ALONG SR 1003 FOR 0.9 MILE TO SR 1462 INTERSECTION WITH D. GALLIMORES EZ5753'PRODUCE PROCESSNG PLANT AND RESIDENCE ABOUT 200 YARDS SOUTHWEST OF EZ5753'INTERSECTION. THE STATION IS IN EQUIPMENT AND STORAGE YARD OPPOSITE EZ5753'TWIN METAL GRAIN STORAGE BINS. EZ5753' EZ5753'STATION MARK IS A STANDARD DISK STAMPED---GALLIMORE 1977---SET IN THE EZ5753'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5753'THE MARK IS 609.5 FEET SOUTHWEST OF CENTERLINE OF SR 1003, 385.6 FEET EZ5753'SOUTHEAST OF CENTERLINE OF SR 1462, 108.3 FEET EAST OF NORTHEAST EZ5753'CORNER POST OF WESTERNMOST EQUIPMENT STORAGE SHED WITH REFERENCE TAG, EZ5753'78.9 FEET NORTHEAST OF NORTHWEST CORNER POST OF TOBACCO BARN SHED WITH EZ5753'REFERENCE TAG AND 118.2 FEET NORTH OF SIXTH SUPPORT POST FROM EZ5753'NORTHWEST END OF TOBACCO BARN SHED WITH REFERENCE TAG. EZ5753 EZ5753 STATION RECOVERY (1985) EZ5753 EZ5753'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5753'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5754 *********************************************************************** EZ5754 DESIGNATION - GAMELANDS EZ5754 PID - EZ5754 EZ5754 STATE/COUNTY- NC/RICHMOND EZ5754 USGS QUAD - HOFFMAN (1982) EZ5754 EZ5754 *CURRENT SURVEY CONTROL EZ5754 ___________________________________________________________________ EZ5754* NAD 83(1986)- 35 04 42.63137(N) 079 35 22.90219(W) ADJUSTED EZ5754* NAVD 88 - 113.150 (meters) 371.23 (feet) ADJUSTED EZ5754 ___________________________________________________________________ EZ5754 LAPLACE CORR- -4.55 (seconds) DEFLEC99 EZ5754 GEOID HEIGHT- -31.49 (meters) GEOID03 EZ5754 DYNAMIC HT - 113.046 (meters) 370.89 (feet) COMP EZ5754 MODELED GRAV- 979,715.0 (mgal) NAVD 88 EZ5754 EZ5754 HORZ ORDER - SECOND EZ5754 VERT ORDER - SECOND CLASS II EZ5754 EZ5754.The North Carolina HARNS have been completed but, EZ5754.due to contractual restrictions, coordinates for these stations EZ5754.will NOT be published in the near future. In the interim, the EZ5754.published coordinates in North Carolina will not be EZ5754.consistent with the Continuously Operating Reference Stations EZ5754.(CORS). The HARN coordinates for these stations are available EZ5754.upon request. Contact Gary Thompson(919-733-3836). EZ5754. EZ5754.In addition, the published North Carolina positions EZ5754.(NAD 83 (1986)) are NOT consistent with those determined in EZ5754.adjacent state readjustments. The discontinuity between stations EZ5754.located in North Carolina and those in adjacent states EZ5754.which have been adjusted to the HARN may be as much as 5 EZ5754.decimeters. This will result in a significant loss of accuracy EZ5754.over lines crossing such state borders. EZ5754 EZ5754 EZ5754.The horizontal coordinates were established by classical geodetic methods EZ5754.and adjusted by the National Geodetic Survey in March 1990. EZ5754 EZ5754.The orthometric height was determined by differential leveling EZ5754.and adjusted by the National Geodetic Survey in August 2000. EZ5754 EZ5754.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5754 EZ5754.The geoid height was determined by GEOID03. EZ5754 EZ5754.The dynamic height is computed by dividing the NAVD 88 EZ5754.geopotential number by the normal gravity value computed on the EZ5754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5754.degrees latitude (g = 980.6199 gals.). EZ5754 EZ5754.The modeled gravity was interpolated from observed gravity values. EZ5754 EZ5754; North East Units Scale Factor Converg. EZ5754;SPC NC - 147,531.162 555,827.429 MT 0.99987714 -0 20 25.3 EZ5754;SPC NC - 484,025.15 1,823,577.16 sFT 0.99987714 -0 20 25.3 EZ5754;UTM 17 - 3,882,658.945 628,574.066 MT 0.99980374 +0 48 38.2 EZ5754 EZ5754! - Elev Factor x Scale Factor = Combined Factor EZ5754!SPC NC - 0.99998718 x 0.99987714 = 0.99986432 EZ5754!UTM 17 - 0.99998718 x 0.99980374 = 0.99979093 EZ5754 EZ5754 SUPERSEDED SURVEY CONTROL EZ5754 EZ5754 NGVD 29 (03/28/90) 113.4 (m) 372. (f) VERT ANG EZ5754 EZ5754.Superseded values are not recommended for survey control. EZ5754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5754.See file dsdata.txt to determine how the superseded data were derived. EZ5754 EZ5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2857482659(NAD 83) EZ5754_MARKER: DE = TRAVERSE STATION DISK EZ5754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5754_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5754_STAMPING: GAMELANDS 1977 EZ5754_MARK LOGO: NCGS EZ5754_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5754+STABILITY: SURFACE MOTION EZ5754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5754+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5754 EZ5754 HISTORY - Date Condition Report By EZ5754 HISTORY - 1977 MONUMENTED NCGS EZ5754 HISTORY - 1985 GOOD USPSQD EZ5754 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5754 HISTORY - 19980317 GOOD NCGS EZ5754 EZ5754 STATION DESCRIPTION EZ5754 EZ5754'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5754'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5754'4.0 MILES NORTHWEST OF HOFFMAN. EZ5754' EZ5754'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5754'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5754'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5754'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 4.4 MILES TO STATION ON EZ5754'LEFT, IN GROUP OF SMALL OAKS ON TOP OF CUT, 0.35 MILE SOUTHWEST OF T EZ5754'INTERSECTION WITH SR 1473 (EAST). EZ5754' EZ5754'STATION MARK IS A STANDARD DISK STAMPED---GAMELANDS 1977---, SET IN EZ5754'THE TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES ABOVE THE GROUND EZ5754'SURFACE. THE MARK IS 122.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF EZ5754'SR 1003 AND 30.7 FEET SOUTH OF A 4 INCH OAK, 31.6 FEET WEST OF A 10 EZ5754'INCH PINE, 32.4 FEET NORTH-NORTHWEST OF A 12 INCH PINE AND 76.8 FEET EZ5754'NORTHEAST OF A 10 INCH PINE ALL WITH REFERENCE TAGS. EZ5754 EZ5754 STATION RECOVERY (1985) EZ5754 EZ5754'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5754'RECOVERED IN GOOD CONDITION. EZ5754 EZ5754 STATION RECOVERY (1996) EZ5754 EZ5754'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5754'MARK NOT FOUND. EZ5754 EZ5754 STATION RECOVERY (1998) EZ5754 EZ5754'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5754'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. 10-INCH PINE EZ5754'IS NOW 16-INCHES, 12-INCH PINE IS NOW 16-INCHES, AND THE 10-INCH PINE EZ5754'SOUTHWEST IS NOW 12-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5755 *********************************************************************** EZ5755 DESIGNATION - GARY EZ5755 PID - EZ5755 EZ5755 STATE/COUNTY- NC/RICHMOND EZ5755 USGS QUAD - HARRISVILLE (1994) EZ5755 EZ5755 *CURRENT SURVEY CONTROL EZ5755 ___________________________________________________________________ EZ5755* NAD 83(1986)- 35 08 13.93247(N) 079 50 17.83555(W) ADJUSTED EZ5755* NAVD 88 - 179.9 (meters) 590. (feet) VERTCON EZ5755 ___________________________________________________________________ EZ5755 LAPLACE CORR- -2.37 (seconds) DEFLEC99 EZ5755 GEOID HEIGHT- -30.74 (meters) GEOID03 EZ5755 EZ5755 HORZ ORDER - SECOND EZ5755 EZ5755.The North Carolina HARNS have been completed but, EZ5755.due to contractual restrictions, coordinates for these stations EZ5755.will NOT be published in the near future. In the interim, the EZ5755.published coordinates in North Carolina will not be EZ5755.consistent with the Continuously Operating Reference Stations EZ5755.(CORS). The HARN coordinates for these stations are available EZ5755.upon request. Contact Gary Thompson(919-733-3836). EZ5755. EZ5755.In addition, the published North Carolina positions EZ5755.(NAD 83 (1986)) are NOT consistent with those determined in EZ5755.adjacent state readjustments. The discontinuity between stations EZ5755.located in North Carolina and those in adjacent states EZ5755.which have been adjusted to the HARN may be as much as 5 EZ5755.decimeters. This will result in a significant loss of accuracy EZ5755.over lines crossing such state borders. EZ5755 EZ5755 EZ5755.The horizontal coordinates were established by classical geodetic methods EZ5755.and adjusted by the National Geodetic Survey in March 1990. EZ5755 EZ5755.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5755 EZ5755.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5755 EZ5755.The geoid height was determined by GEOID03. EZ5755 EZ5755; North East Units Scale Factor Converg. EZ5755;SPC NC - 154,204.910 533,213.921 MT 0.99987458 -0 29 01.8 EZ5755;SPC NC - 505,920.61 1,749,386.01 sFT 0.99987458 -0 29 01.8 EZ5755;UTM 17 - 3,888,876.136 605,833.389 MT 0.99973804 +0 40 07.2 EZ5755 EZ5755! - Elev Factor x Scale Factor = Combined Factor EZ5755!SPC NC - 0.99997659 x 0.99987458 = 0.99985117 EZ5755!UTM 17 - 0.99997659 x 0.99973804 = 0.99971463 EZ5755 EZ5755 SUPERSEDED SURVEY CONTROL EZ5755 EZ5755 NGVD 29 (03/28/90) 180.2 (m) 591. (f) VERT ANG EZ5755 EZ5755.Superseded values are not recommended for survey control. EZ5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5755.See file dsdata.txt to determine how the superseded data were derived. EZ5755 EZ5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0583388876(NAD 83) EZ5755_MARKER: DE = TRAVERSE STATION DISK EZ5755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5755_STAMPING: GARY 1977 EZ5755_MARK LOGO: NCGS EZ5755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EZ5755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5755+STABILITY: SURFACE MOTION EZ5755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5755+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993 EZ5755 EZ5755 HISTORY - Date Condition Report By EZ5755 HISTORY - 1977 MONUMENTED NCGS EZ5755 HISTORY - 19930728 GOOD NCGS EZ5755 EZ5755 STATION DESCRIPTION EZ5755 EZ5755'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5755'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTHEAST OF EXWAY AND EZ5755'6.2 MILES NORTHWEST OF ELLERBE. EZ5755' EZ5755'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH SR 1005 IN EZ5755'THE COVINGTON COMMUNITY, PROCEED NORTHERLY ALONG SR 1005 FOR 0.50 MILE EZ5755'TO SR 1322 ON RIGHT, THENCE EASTERLY ALONG SR 1322 FOR 0.55 MILE TO EZ5755'STATION ON RIGHT, AT THE NORTHEAST EDGE OF YARD OF A FALSE BRICK EZ5755'SIDING HOUSE AND APPROXIMATELY 400 FEET NORTHEAST OF A TRANSMISSION EZ5755'LINE. EZ5755' EZ5755'STATION MARK IS A STANDARD DISK STAMPED---GARY 1977---, SET IN THE TOP EZ5755'OF A CONCRETE PRECAST, WHICH IS FLUSH WITH GROUND SURFACE, 2 FEET EZ5755'ABOVE ROAD. THE MARK IS 38.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE EZ5755'OF SR 1322, 129.9 FEET EAST-NORTHEAST OF TELEPHONE PEDESTAL POST WITH EZ5755'REFERENCE TAG, 111.3 FEET NORTHEAST OF NORTH CORNER OF HOUSE, 72.8 EZ5755'FEET NORTH-NORTHEAST FROM THE BASE OF A 40 INCH FORKED PIN OAK AND EZ5755'23.1 FEET SOUTHWEST OF 4 INCH SQUARE CEMENT PROPERTY CORNER POST. EZ5755 EZ5755 STATION RECOVERY (1993) EZ5755 EZ5755'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5755'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2960 *********************************************************************** EB2960 DESIGNATION - GAS EB2960 PID - EB2960 EB2960 STATE/COUNTY- NC/RICHMOND EB2960 USGS QUAD - ROCKINGHAM (1982) EB2960 EB2960 *CURRENT SURVEY CONTROL EB2960 ___________________________________________________________________ EB2960* NAD 83(1986)- 34 57 14.30065(N) 079 47 25.72562(W) ADJUSTED EB2960* NAVD 88 - 97.7 (meters) 321. (feet) VERTCON EB2960 ___________________________________________________________________ EB2960 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EB2960 GEOID HEIGHT- -31.11 (meters) GEOID03 EB2960 EB2960 HORZ ORDER - SECOND EB2960 EB2960.The North Carolina HARNS have been completed but, EB2960.due to contractual restrictions, coordinates for these stations EB2960.will NOT be published in the near future. In the interim, the EB2960.published coordinates in North Carolina will not be EB2960.consistent with the Continuously Operating Reference Stations EB2960.(CORS). The HARN coordinates for these stations are available EB2960.upon request. Contact Gary Thompson(919-733-3836). EB2960. EB2960.In addition, the published North Carolina positions EB2960.(NAD 83 (1986)) are NOT consistent with those determined in EB2960.adjacent state readjustments. The discontinuity between stations EB2960.located in North Carolina and those in adjacent states EB2960.which have been adjusted to the HARN may be as much as 5 EB2960.decimeters. This will result in a significant loss of accuracy EB2960.over lines crossing such state borders. EB2960 EB2960 EB2960.The horizontal coordinates were established by classical geodetic methods EB2960.and adjusted by the National Geodetic Survey in July 1986. EB2960 EB2960.The NAVD 88 height was computed by applying the VERTCON shift value to EB2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2960 EB2960.The Laplace correction was computed from DEFLEC99 derived deflections. EB2960 EB2960.The geoid height was determined by GEOID03. EB2960 EB2960; North East Units Scale Factor Converg. EB2960;SPC NC - 133,844.354 537,408.416 MT 0.99988602 -0 27 22.5 EB2960;SPC NC - 439,121.02 1,763,147.44 sFT 0.99988602 -0 27 22.5 EB2960;UTM 17 - 3,868,606.680 610,435.372 MT 0.99975031 +0 41 34.9 EB2960 EB2960! - Elev Factor x Scale Factor = Combined Factor EB2960!SPC NC - 0.99998954 x 0.99988602 = 0.99987556 EB2960!UTM 17 - 0.99998954 x 0.99975031 = 0.99973986 EB2960 EB2960: Primary Azimuth Mark Grid Az EB2960:SPC NC - ATKINS 285 25 56.2 EB2960:UTM 17 - ATKINS 284 16 58.8 EB2960 EB2960|---------------------------------------------------------------------| EB2960| PID Reference Object Distance Geod. Az | EB2960| dddmmss.s | EB2960| EB2962 MORSE 226.390 METERS 14417 | EB2960| EB2966 ATKINS APPROX. 0.6 KM 2845833.7 | EB2960|---------------------------------------------------------------------| EB2960 EB2960 SUPERSEDED SURVEY CONTROL EB2960 EB2960 NAD 27 - 34 57 13.74366(N) 079 47 26.52875(W) AD( ) 2 EB2960 NGVD 29 (07/19/86) 98.0 (m) 322. (f) VERT ANG EB2960 EB2960.Superseded values are not recommended for survey control. EB2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2960.See file dsdata.txt to determine how the superseded data were derived. EB2960 EB2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1043568607(NAD 83) EB2960_MARKER: DE = TRAVERSE STATION DISK EB2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2960_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2960_STAMPING: GAS 1970 EB2960_MARK LOGO: NCGS EB2960_MAGNETIC: N = NO MAGNETIC MATERIAL EB2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2960+STABILITY: SURFACE MOTION EB2960 EB2960 HISTORY - Date Condition Report By EB2960 HISTORY - 1970 MONUMENTED NCGS EB2960 HISTORY - 1977 MARK NOT FOUND NCGS EB2960 EB2960 STATION DESCRIPTION EB2960 EB2960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2960'GAS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2960'VICINITY OF HAMLET, NORTH CAROLINA. EB2960' EB2960'GAS IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF ROCKINGHAM. TO EB2960'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND US 220 IN EB2960'NORTHWEST SECTION OF ROCKINGHAM, GO WEST ON US 74 FOR 0.1 MILE TO EB2960'STATION ON RIGHT, APPROXIMATELY 150 FEET WEST OF INTERSECTION OF EB2960'US 74 AND SR 1005. EB2960' EB2960'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GAS EB2960'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2960'FLUSH WITH THE SURFACE OF THE GROUND. EB2960' EB2960'MARK IS EB2960' EB2960'56.5 FEET NE OF C/L OF US 74. EB2960'24.9 FEET SW OF C/L OF SR 1138. EB2960'128.8 FEET WNW OF C/L OF SR 1005. EB2960'28.3 FEET NW OF ALUMINUM REF. TAG ON N POLE OF N. C. NATURAL GAS EB2960'SIGN. 45.2 FEET NNW OF ALUMINUM REF. TAG ON S POLE OF N. C. NATURAL EB2960'GAS SIGN. EB2960'65.0 FEET NNW OF ALUMINUM REF. TAG ON PP. EB2960'113.6 FEET ESE OF ALUMINUM REF. TAG ON PP W/GUY WIRE. EB2960 EB2960 STATION RECOVERY (1977) EB2960 EB2960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB) EB2960'THE STATION WAS NOT RECOVERED. THE INTERSECTION HAS BEEN CHANGED AND EB2960'THE STATION MAY HAVE BEEN DESTROYED AT THAT TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2134 *********************************************************************** EZ2134 DESIGNATION - GATE EZ2134 PID - EZ2134 EZ2134 STATE/COUNTY- NC/RICHMOND EZ2134 USGS QUAD - PINEBLUFF (1982) EZ2134 EZ2134 *CURRENT SURVEY CONTROL EZ2134 ___________________________________________________________________ EZ2134* NAD 83(1986)- 35 03 26.28416(N) 079 29 50.11322(W) ADJUSTED EZ2134* NAVD 88 - 86.051 (meters) 282.32 (feet) ADJUSTED EZ2134 ___________________________________________________________________ EZ2134 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EZ2134 GEOID HEIGHT- -31.82 (meters) GEOID03 EZ2134 DYNAMIC HT - 85.971 (meters) 282.06 (feet) COMP EZ2134 MODELED GRAV- 979,705.8 (mgal) NAVD 88 EZ2134 EZ2134 HORZ ORDER - SECOND EZ2134 VERT ORDER - FIRST CLASS II EZ2134 EZ2134.The North Carolina HARNS have been completed but, EZ2134.due to contractual restrictions, coordinates for these stations EZ2134.will NOT be published in the near future. In the interim, the EZ2134.published coordinates in North Carolina will not be EZ2134.consistent with the Continuously Operating Reference Stations EZ2134.(CORS). The HARN coordinates for these stations are available EZ2134.upon request. Contact Gary Thompson(919-733-3836). EZ2134. EZ2134.In addition, the published North Carolina positions EZ2134.(NAD 83 (1986)) are NOT consistent with those determined in EZ2134.adjacent state readjustments. The discontinuity between stations EZ2134.located in North Carolina and those in adjacent states EZ2134.which have been adjusted to the HARN may be as much as 5 EZ2134.decimeters. This will result in a significant loss of accuracy EZ2134.over lines crossing such state borders. EZ2134 EZ2134 EZ2134.The horizontal coordinates were established by classical geodetic methods EZ2134.and adjusted by the National Geodetic Survey in July 1986. EZ2134 EZ2134.The orthometric height was determined by differential leveling EZ2134.and adjusted by the National Geodetic Survey in June 1991. EZ2134 EZ2134.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2134 EZ2134.The geoid height was determined by GEOID03. EZ2134 EZ2134.The dynamic height is computed by dividing the NAVD 88 EZ2134.geopotential number by the normal gravity value computed on the EZ2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2134.degrees latitude (g = 980.6199 gals.). EZ2134 EZ2134.The modeled gravity was interpolated from observed gravity values. EZ2134 EZ2134; North East Units Scale Factor Converg. EZ2134;SPC NC - 145,132.525 564,245.219 MT 0.99987832 -0 17 13.2 EZ2134;SPC NC - 476,155.63 1,851,194.52 sFT 0.99987832 -0 17 13.2 EZ2134;UTM 17 - 3,880,429.963 637,037.816 MT 0.99983145 +0 51 47.9 EZ2134 EZ2134! - Elev Factor x Scale Factor = Combined Factor EZ2134!SPC NC - 0.99999149 x 0.99987832 = 0.99986981 EZ2134!UTM 17 - 0.99999149 x 0.99983145 = 0.99982294 EZ2134 EZ2134: Primary Azimuth Mark Grid Az EZ2134:SPC NC - SILICA 266 49 00.0 EZ2134:UTM 17 - SILICA 265 39 58.9 EZ2134 EZ2134|---------------------------------------------------------------------| EZ2134| PID Reference Object Distance Geod. Az | EZ2134| dddmmss.s | EZ2134| EZ2133 DROWNING 362.648 METERS 04107 | EZ2134| EZ3480 CAMP 247.292 METERS 12628 | EZ2134| EZ2135 SILICA 497.313 METERS 2663146.8 | EZ2134|---------------------------------------------------------------------| EZ2134 EZ2134 SUPERSEDED SURVEY CONTROL EZ2134 EZ2134 NAD 27 - 35 03 25.72650(N) 079 29 50.96202(W) AD( ) 2 EZ2134 NGVD 29 (10/06/93) 86.298 (m) 283.13 (f) ADJUSTED 1 2 EZ2134 EZ2134.Superseded values are not recommended for survey control. EZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2134.See file dsdata.txt to determine how the superseded data were derived. EZ2134 EZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3703880430(NAD 83) EZ2134_MARKER: DE = TRAVERSE STATION DISK EZ2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2134_SP_SET: CONCRETE POST EZ2134_STAMPING: GATE 1972 EZ2134_MARK LOGO: NCGS EZ2134_PROJECTION: RECESSED 3 CENTIMETERS EZ2134_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2134+STABILITY: SURFACE MOTION EZ2134 EZ2134 HISTORY - Date Condition Report By EZ2134 HISTORY - 1972 MONUMENTED NCGS EZ2134 HISTORY - 1980 GOOD NCGS EZ2134 HISTORY - 1980 GOOD NCGS EZ2134 HISTORY - 1986 GOOD USPSQD EZ2134 EZ2134 STATION DESCRIPTION EZ2134 EZ2134'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2134'GATE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2134'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ2134' EZ2134'GATE IS LOCATED APPROXIMATELY 3.6 MILES NORTHEAST OF HOFFMAN AND EZ2134'6.4 MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM US 1 BRIDGE EZ2134'OVER DROWNING CREEK, PROCEED SOUTHWEST ALONG US 1 FOR 0.35 MILE TO EZ2134'STATION ON LEFT, IN SOUTH QUADRANT OF THE ENTRANCE ROAD TO CAMP EZ2134'MACKALL GATE NO. 1, AND ON SHOULDER OF PAVED ROAD (SOUTHEAST). EZ2134' EZ2134'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GATE EZ2134'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ2134'INCH BELOW THE GROUND. EZ2134' EZ2134'MARK IS EZ2134'92.2 FEET SSE OF C/L OF US 1. EZ2134'37.5 FEET SW OF C/L OF PAVED ENTRANCE ROAD SOUTHEAST TO CAMP EZ2134'MACKALL. 69.9 FEET ENE OF 20 INCH PINE WITH ALUMINUM REF. TAG. EZ2134'56.0 FEET N OF 24 INCH PINE WITH ALUMINUM REF. TAG. EZ2134'51.7 FEET NW OF SW END OF CULVERT UNDER PAVED ROAD TO EZ2134'CAMP MACKALL. EZ2134 EZ2134 STATION RECOVERY (1980) EZ2134 EZ2134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ2134'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EZ2134'33.2 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD TO CAMP MACKALL, EZ2134'21.1 FEET NORTH OF A POWER POLE WITH REFERENCE TAG AND 49.6 FEET EZ2134'NORTHWEST OF A POWER POLE WITH REFERENCE TAG. EZ2134 EZ2134 STATION RECOVERY (1980) EZ2134 EZ2134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ2134'3.6 MI NE FROM HOFFMAN. EZ2134'0.35 MILE SOUTHWEST ALONG U.S. 1 FROM THE RICHMOND-MOORE COUNTY LINE EZ2134'AND BRIDGE OVER DROWNING CREEK AND AT THE INTERSECTION WITH PAVED ROAD EZ2134'LEADING EAST TO CAMP MACKALL, 92.2 FEET SOUTHEAST OF CENTERLINE OF EZ2134'HIGHWAY, 33.2 FEET SOUTHWEST OF CENTERLINE OF ROAD, 21.1 FEET NORTH EZ2134'OF POWER POLE WITH REFERENCE TAG, 49.6 FEET NORTHWEST OF POWER POLE EZ2134'WITH REFERENCE TAG, 69.9 FEET EAST-NORTHEAST OF 24 INCH PINE WITH EZ2134'REFERENCE TAG AND 51.7 FEET NORTHWEST OF SOUTHWEST END OF CULVERT EZ2134'UNDER ROAD. EZ2134'THE MARK IS 0.5 FT BELOW HIGHWAY. EZ2134 EZ2134 STATION RECOVERY (1986) EZ2134 EZ2134'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EZ2134'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3700 *********************************************************************** EZ3700 DESIGNATION - GIBSON EZ3700 PID - EZ3700 EZ3700 STATE/COUNTY- NC/RICHMOND EZ3700 USGS QUAD - HOFFMAN (1982) EZ3700 EZ3700 *CURRENT SURVEY CONTROL EZ3700 ___________________________________________________________________ EZ3700* NAD 83(1986)- 35 02 21.56958(N) 079 31 52.74234(W) ADJUSTED EZ3700* NAVD 88 - 130.9 (meters) 429. (feet) VERTCON EZ3700 ___________________________________________________________________ EZ3700 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EZ3700 GEOID HEIGHT- -31.75 (meters) GEOID03 EZ3700 EZ3700 HORZ ORDER - SECOND EZ3700 EZ3700.The North Carolina HARNS have been completed but, EZ3700.due to contractual restrictions, coordinates for these stations EZ3700.will NOT be published in the near future. In the interim, the EZ3700.published coordinates in North Carolina will not be EZ3700.consistent with the Continuously Operating Reference Stations EZ3700.(CORS). The HARN coordinates for these stations are available EZ3700.upon request. Contact Gary Thompson(919-733-3836). EZ3700. EZ3700.In addition, the published North Carolina positions EZ3700.(NAD 83 (1986)) are NOT consistent with those determined in EZ3700.adjacent state readjustments. The discontinuity between stations EZ3700.located in North Carolina and those in adjacent states EZ3700.which have been adjusted to the HARN may be as much as 5 EZ3700.decimeters. This will result in a significant loss of accuracy EZ3700.over lines crossing such state borders. EZ3700 EZ3700 EZ3700.The horizontal coordinates were established by classical geodetic methods EZ3700.and adjusted by the National Geodetic Survey in July 1986. EZ3700 EZ3700.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3700 EZ3700.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3700 EZ3700.The geoid height was determined by GEOID03. EZ3700 EZ3700; North East Units Scale Factor Converg. EZ3700;SPC NC - 143,154.578 561,127.528 MT 0.99987943 -0 18 24.0 EZ3700;SPC NC - 469,666.31 1,840,965.90 sFT 0.99987943 -0 18 24.0 EZ3700;UTM 17 - 3,878,389.942 633,960.617 MT 0.99982117 +0 50 36.1 EZ3700 EZ3700! - Elev Factor x Scale Factor = Combined Factor EZ3700!SPC NC - 0.99998445 x 0.99987943 = 0.99986388 EZ3700!UTM 17 - 0.99998445 x 0.99982117 = 0.99980562 EZ3700 EZ3700 SUPERSEDED SURVEY CONTROL EZ3700 EZ3700 NAD 27 - 35 02 21.01851(N) 079 31 53.58738(W) AD( ) 2 EZ3700 NGVD 29 (07/19/86) 131.1 (m) 430. (f) VERT ANG EZ3700 EZ3700.Superseded values are not recommended for survey control. EZ3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3700.See file dsdata.txt to determine how the superseded data were derived. EZ3700 EZ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3396178390(NAD 83) EZ3700_MARKER: DE = TRAVERSE STATION DISK EZ3700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3700_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ3700_STAMPING: GIBSON 1972 EZ3700_MARK LOGO: NCGS EZ3700_MAGNETIC: N = NO MAGNETIC MATERIAL EZ3700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3700+STABILITY: SURFACE MOTION EZ3700 EZ3700 HISTORY - Date Condition Report By EZ3700 HISTORY - 1972 MONUMENTED NCGS EZ3700 HISTORY - 1980 SEE DESCRIPTION NCGS EZ3700 EZ3700 STATION DESCRIPTION EZ3700 EZ3700'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ3700'GIBSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3700'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ3700' EZ3700'GIBSON IS LOCATED APPROXIMATELY 1.3 MILES NORTHEAST OF HOFFMAN AND EZ3700'8.5 MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM THE EZ3700'INTERSECTION OF US 1 AND SR 1004 NORTHEAST OF HOFFMAN, PROCEED EZ3700'NORTHEAST ALONG US 1 FOR 0.9 MILE TO STATION ON LEFT, 2.75 MILES EZ3700'SOUTHWEST OF US 1 BRIDGE OVER DROWNING CREEK, APPROXIMATELY 85 EZ3700'FEET EAST OF GIBSONS STORE AND APPROXIMATELY 225 FEET SSE OF A EZ3700'BRICK DWELLING. EZ3700' EZ3700'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GIBSON EZ3700'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ3700'FLUSH WITH THE GROUND. EZ3700' EZ3700'MARK IS EZ3700'35.3 FEET NW OF C/L OF US 1. EZ3700'16.7 FEET E OF 12 INCH OAK WITH ALUMINUM REF. TAG. EZ3700'24.2 FEET SW OF 12 INCH OAK WITH ALUMINUM REF. TAG. EZ3700'72.5 FEET SW OF TELEPHONE REPAIR SERVICE BOS. EZ3700'33.6 FEET WSW OF CENTER OF DIRT DRIVE (N). EZ3700 EZ3700 STATION RECOVERY (1980) EZ3700 EZ3700'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ3700'THE STATION WAS FOUND DESTROYED AND THE DISK RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2972 *********************************************************************** EB2972 DESIGNATION - GLENWOOD EB2972 PID - EB2972 EB2972 STATE/COUNTY- NC/RICHMOND EB2972 USGS QUAD - ROCKINGHAM (1982) EB2972 EB2972 *CURRENT SURVEY CONTROL EB2972 ___________________________________________________________________ EB2972* NAD 83(1986)- 34 55 40.90408(N) 079 45 03.09069(W) ADJUSTED EB2972* NAVD 88 - 93.9 (meters) 308. (feet) VERTCON EB2972 ___________________________________________________________________ EB2972 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EB2972 GEOID HEIGHT- -31.26 (meters) GEOID03 EB2972 EB2972 HORZ ORDER - SECOND EB2972 EB2972.The North Carolina HARNS have been completed but, EB2972.due to contractual restrictions, coordinates for these stations EB2972.will NOT be published in the near future. In the interim, the EB2972.published coordinates in North Carolina will not be EB2972.consistent with the Continuously Operating Reference Stations EB2972.(CORS). The HARN coordinates for these stations are available EB2972.upon request. Contact Gary Thompson(919-733-3836). EB2972. EB2972.In addition, the published North Carolina positions EB2972.(NAD 83 (1986)) are NOT consistent with those determined in EB2972.adjacent state readjustments. The discontinuity between stations EB2972.located in North Carolina and those in adjacent states EB2972.which have been adjusted to the HARN may be as much as 5 EB2972.decimeters. This will result in a significant loss of accuracy EB2972.over lines crossing such state borders. EB2972 EB2972 EB2972.The horizontal coordinates were established by classical geodetic methods EB2972.and adjusted by the National Geodetic Survey in July 1986. EB2972 EB2972.The NAVD 88 height was computed by applying the VERTCON shift value to EB2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2972 EB2972.The Laplace correction was computed from DEFLEC99 derived deflections. EB2972 EB2972.The geoid height was determined by GEOID03. EB2972 EB2972; North East Units Scale Factor Converg. EB2972;SPC NC - 130,938.512 541,005.063 MT 0.99988846 -0 26 00.1 EB2972;SPC NC - 429,587.43 1,774,947.44 sFT 0.99988846 -0 26 00.1 EB2972;UTM 17 - 3,865,773.915 614,089.081 MT 0.99976042 +0 42 55.0 EB2972 EB2972! - Elev Factor x Scale Factor = Combined Factor EB2972!SPC NC - 0.99999016 x 0.99988846 = 0.99987862 EB2972!UTM 17 - 0.99999016 x 0.99976042 = 0.99975059 EB2972 EB2972|---------------------------------------------------------------------| EB2972| PID Reference Object Distance Geod. Az | EB2972| dddmmss.s | EB2972| EB2973 COLTRANE 263.275 METERS 00125 | EB2972| EB2958 ROCKINGHAM MUN WATER TANK 379.531 METERS 25807 | EB2972|---------------------------------------------------------------------| EB2972 EB2972 SUPERSEDED SURVEY CONTROL EB2972 EB2972 NAD 27 - 34 55 40.34637(N) 079 45 03.89343(W) AD( ) 2 EB2972 NGVD 29 (07/19/86) 94.2 (m) 309. (f) VERT ANG EB2972 EB2972.Superseded values are not recommended for survey control. EB2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2972.See file dsdata.txt to determine how the superseded data were derived. EB2972 EB2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1408965774(NAD 83) EB2972_MARKER: DE = TRAVERSE STATION DISK EB2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2972_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2972_STAMPING: GLENWOOD 1970 EB2972_MARK LOGO: NCGS EB2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2972+STABILITY: SURFACE MOTION EB2972 EB2972 HISTORY - Date Condition Report By EB2972 HISTORY - 1970 MONUMENTED NCGS EB2972 EB2972 STATION DESCRIPTION EB2972 EB2972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2972'GLENWOOD IS A N. C. SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2972'VICINITY OF HAMLET, NORTH CAROLINA. EB2972' EB2972'GLENWOOD IS LOCATED APPROXIMATELY 1.3 MILES ESE OF ROCKINGHAM. TO EB2972'AND SR 1646 (LONG RD.) ON THE EAST SIDE OF ROCKINGHAM, GO SOUTH ON EB2972'SR 1646 FOR 1.25 MILES TO STATION ON LEFT, IN NORTHEAST CORNER OF EB2972'INTERSECTION OF SR 1646, AND SR 1624, AND IN THE SOUTHWEST EB2972'CORNER OF THE HOSPITAL GROUNDS. EB2972' EB2972'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2972'GLENWOOD 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2972'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2972' EB2972'167.5 FEET OF C/L OF SR 1646. EB2972'39.5 FEET N OF C/L OF SR 1624. EB2972'32.4 FEET NW OF ALUMINUM REF. TAG ON PP NO. 3147. EB2972'48.5 FEET ENE OF ALUMINUM REF. TAG ON PP. EB2972'117.5 FEET NNE OF ALUMINUM REF. TAG ON PP NO. 3881. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2961 *********************************************************************** EB2961 DESIGNATION - GRANT EB2961 PID - EB2961 EB2961 STATE/COUNTY- NC/RICHMOND EB2961 USGS QUAD - ROCKINGHAM (1982) EB2961 EB2961 *CURRENT SURVEY CONTROL EB2961 ___________________________________________________________________ EB2961* NAD 83(1986)- 34 56 45.38920(N) 079 47 19.89527(W) ADJUSTED EB2961* NAVD 88 - 93.8 (meters) 308. (feet) VERTCON EB2961 ___________________________________________________________________ EB2961 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EB2961 GEOID HEIGHT- -31.13 (meters) GEOID03 EB2961 EB2961 HORZ ORDER - SECOND EB2961 EB2961.The North Carolina HARNS have been completed but, EB2961.due to contractual restrictions, coordinates for these stations EB2961.will NOT be published in the near future. In the interim, the EB2961.published coordinates in North Carolina will not be EB2961.consistent with the Continuously Operating Reference Stations EB2961.(CORS). The HARN coordinates for these stations are available EB2961.upon request. Contact Gary Thompson(919-733-3836). EB2961. EB2961.In addition, the published North Carolina positions EB2961.(NAD 83 (1986)) are NOT consistent with those determined in EB2961.adjacent state readjustments. The discontinuity between stations EB2961.located in North Carolina and those in adjacent states EB2961.which have been adjusted to the HARN may be as much as 5 EB2961.decimeters. This will result in a significant loss of accuracy EB2961.over lines crossing such state borders. EB2961 EB2961 EB2961.The horizontal coordinates were established by classical geodetic methods EB2961.and adjusted by the National Geodetic Survey in July 1986. EB2961 EB2961.The NAVD 88 height was computed by applying the VERTCON shift value to EB2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2961 EB2961.The Laplace correction was computed from DEFLEC99 derived deflections. EB2961 EB2961.The geoid height was determined by GEOID03. EB2961 EB2961; North East Units Scale Factor Converg. EB2961;SPC NC - 132,952.355 537,549.243 MT 0.99988675 -0 27 19.1 EB2961;SPC NC - 436,194.52 1,763,609.47 sFT 0.99988675 -0 27 19.1 EB2961;UTM 17 - 3,867,717.806 610,594.039 MT 0.99975074 +0 41 37.7 EB2961 EB2961! - Elev Factor x Scale Factor = Combined Factor EB2961!SPC NC - 0.99999016 x 0.99988675 = 0.99987691 EB2961!UTM 17 - 0.99999016 x 0.99975074 = 0.99974090 EB2961 EB2961: Primary Azimuth Mark Grid Az EB2961:SPC NC - ACCESS 126 45 05.0 EB2961:UTM 17 - ACCESS 125 36 08.2 EB2961 EB2961|---------------------------------------------------------------------| EB2961| PID Reference Object Distance Geod. Az | EB2961| dddmmss.s | EB2961| EB2964 ACCESS APPROX. 3.9 KM 1261745.9 | EB2961|---------------------------------------------------------------------| EB2961 EB2961 SUPERSEDED SURVEY CONTROL EB2961 EB2961 NAD 27 - 34 56 44.83114(N) 079 47 20.69655(W) AD( ) 2 EB2961 NGVD 29 (07/19/86) 94.1 (m) 309. (f) VERT ANG EB2961 EB2961.Superseded values are not recommended for survey control. EB2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2961.See file dsdata.txt to determine how the superseded data were derived. EB2961 EB2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1059467718(NAD 83) EB2961_MARKER: DE = TRAVERSE STATION DISK EB2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2961_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2961_STAMPING: GRANT 1970 EB2961_MARK LOGO: NCGS EB2961_MAGNETIC: N = NO MAGNETIC MATERIAL EB2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2961+STABILITY: SURFACE MOTION EB2961 EB2961 HISTORY - Date Condition Report By EB2961 HISTORY - 1970 MONUMENTED NCGS EB2961 HISTORY - 1977 GOOD NCGS EB2961 EB2961 STATION DESCRIPTION EB2961 EB2961'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2961'GRANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2961'VICINITY OF HAMLET, NORTH CAROLINA. EB2961' EB2961'GRANT IS LOCATED APPROXIMATELY 1.4 MILES WNW OF ROCKINGHAM. TO REACH EB2961'STATION PROCEED FROM THE INTERSECTION OF US 74 AND US 1 IN EB2961'ROCKINGHAM, GO WEST ON US 74 FOR 0.7 MILE TO INTERSECTION OF US 74 EB2961'AND SR 1401, CONTINUE WEST ON US 74 FOR 0.45 MILE TO LANE ON LEFT EB2961'LEADING UPHILL TO HOME OF MR. GRANT. STATION IS IN SOUTHEAST EB2961'CORNER OF YARD OWNED BY MR. GRANT, AND APPROXIMATELY 300 EB2961'FEET WEST OF US 74 AND US 220. EB2961' EB2961'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GRANT EB2961'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2961'FLUSH WITH THE SURFACE OF THE GROUND. EB2961' EB2961'MARK IS EB2961' EB2961'21.2 FEET N OF C/L OF DIRT DRIVE TO WHITE FRAME HOUSE. EB2961'94.4 FEET NE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EB2961'11.5 FEET ENE OF BASE OF 12 INCH PEAR TREE. EB2961'64.7 FEET NW OF ALUMINUM REF. TAG ON PP. EB2961'86.7 FEET E OF SE CORNER OF TWO STORY WHITE FRAME HOUSE. EB2961 EB2961 STATION RECOVERY (1977) EB2961 EB2961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (CEH) EB2961'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EB2961'DESCRIPTION FOLLOWS. EB2961' EB2961'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES WEST-NORTHWEST OF THE EB2961'CENTER OF ROCKINGHAM. TO REACH THE STATION FROM THE INTERSECTION OF EB2961'US 74 AND US 220 IN ROCKINGHAM, PROCEED NORTHWEST ALONG US 74 FOR 0.6 EB2961'MILE TO SR 1129 ON LEFT, CONTINUE NORTH ALONG US 74 FOR 0.25 MILE TO EB2961'DRIVEWAY ON LEFT LEADING UP HILL TO GRANT RESIDENCE (TWO STORY WHITE EB2961'FRAME HOUSE), THENCE WEST ALONG DRIVEWAY FOR 0.05 MILE TO STATION ON EB2961'RIGHT IN SOUTHEAST CORNER OF YARD. EB2961' EB2961'STATION MARK IS A STANDARD DISK STAMPED---GRANT 1970---, SET IN THE EB2961'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB2961'THE MARK IS 21.2 FEET NORTH OF THE CENTERLINE OF DIRT DRIVE, 11.5 FEET EB2961'EAST-NORTHEAST OF BASE OF 12 INCH PEAR TREE, 86.7 FEET EAST OF EB2961'SOUTHEAST CORNER OF HOUSE, 105.0 FEET NORTHEAST OF POWER POLE 10381 EB2961'WITH TRANSFORMER AND REFERENCE TAG AND 143.2 FEET WEST-NORTHWEST OF EB2961'POWER POLE 10380 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2895 *********************************************************************** EB2895 DESIGNATION - GROOM EB2895 PID - EB2895 EB2895 STATE/COUNTY- NC/RICHMOND EB2895 USGS QUAD - HAMLET (1982) EB2895 EB2895 *CURRENT SURVEY CONTROL EB2895 ___________________________________________________________________ EB2895* NAD 83(1986)- 34 54 56.84645(N) 079 44 05.51062(W) ADJUSTED EB2895* NAVD 88 - 83.3 (meters) 273. (feet) VERTCON EB2895 ___________________________________________________________________ EB2895 LAPLACE CORR- -4.96 (seconds) DEFLEC99 EB2895 GEOID HEIGHT- -31.34 (meters) GEOID03 EB2895 EB2895 HORZ ORDER - SECOND EB2895 EB2895.The North Carolina HARNS have been completed but, EB2895.due to contractual restrictions, coordinates for these stations EB2895.will NOT be published in the near future. In the interim, the EB2895.published coordinates in North Carolina will not be EB2895.consistent with the Continuously Operating Reference Stations EB2895.(CORS). The HARN coordinates for these stations are available EB2895.upon request. Contact Gary Thompson(919-733-3836). EB2895. EB2895.In addition, the published North Carolina positions EB2895.(NAD 83 (1986)) are NOT consistent with those determined in EB2895.adjacent state readjustments. The discontinuity between stations EB2895.located in North Carolina and those in adjacent states EB2895.which have been adjusted to the HARN may be as much as 5 EB2895.decimeters. This will result in a significant loss of accuracy EB2895.over lines crossing such state borders. EB2895 EB2895 EB2895.The horizontal coordinates were established by classical geodetic methods EB2895.and adjusted by the National Geodetic Survey in July 1986. EB2895 EB2895.The NAVD 88 height was computed by applying the VERTCON shift value to EB2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2895 EB2895.The Laplace correction was computed from DEFLEC99 derived deflections. EB2895 EB2895.The geoid height was determined by GEOID03. EB2895 EB2895; North East Units Scale Factor Converg. EB2895;SPC NC - 129,570.066 542,456.192 MT 0.99988968 -0 25 26.9 EB2895;SPC NC - 425,097.79 1,779,708.36 sFT 0.99988968 -0 25 26.9 EB2895;UTM 17 - 3,864,434.999 615,567.161 MT 0.99976461 +0 43 27.2 EB2895 EB2895! - Elev Factor x Scale Factor = Combined Factor EB2895!SPC NC - 0.99999184 x 0.99988968 = 0.99988152 EB2895!UTM 17 - 0.99999184 x 0.99976461 = 0.99975645 EB2895 EB2895: Primary Azimuth Mark Grid Az EB2895:SPC NC - REVELS 121 38 01.4 EB2895:UTM 17 - REVELS 120 29 07.3 EB2895 EB2895|---------------------------------------------------------------------| EB2895| PID Reference Object Distance Geod. Az | EB2895| dddmmss.s | EB2895| EB2882 REVELS APPROX. 0.9 KM 1211234.5 | EB2895|---------------------------------------------------------------------| EB2895 EB2895 SUPERSEDED SURVEY CONTROL EB2895 EB2895 NAD 27 - 34 54 56.28694(N) 079 44 06.31493(W) AD( ) 2 EB2895 NGVD 29 (07/19/86) 83.6 (m) 274. (f) VERT ANG EB2895 EB2895.Superseded values are not recommended for survey control. EB2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2895.See file dsdata.txt to determine how the superseded data were derived. EB2895 EB2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1556764435(NAD 83) EB2895_MARKER: DE = TRAVERSE STATION DISK EB2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2895_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2895_STAMPING: GROOM 1970 EB2895_MARK LOGO: NCGS EB2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2895+STABILITY: SURFACE MOTION EB2895 EB2895 HISTORY - Date Condition Report By EB2895 HISTORY - 1970 MONUMENTED NCGS EB2895 EB2895 STATION DESCRIPTION EB2895 EB2895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2895'GROOM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2895'VICINITY OF HAMLET, NORTH CAROLINA. EB2895' EB2895'GROOM IS LOCATED APPROXIMATELY 2.4 MILES SOUTHEAST OF ROCKINGHAM AND EB2895'2.7 MILES NORTHWEST OF HAMLET. TO REACH STATION PROCEED FROM THE EB2895'INTERSECTION OF US 1 AND US 74 IN ROCKINGHAM, GO SOUTHEAST ON US 74 EB2895'FOR 2.3 MILES TO ENTRANCE TO HIGHLAND ACRE SUB-DIVISION ON LEFT, EB2895'CONTINUE SOUTHEAST ON US 74 FOR 0.3 MILE TO STATION ON LEFT, EB2895'ACROSS HIGHWAY FROM IDEAL BEAUTY SHOP, AND 0.05 MILE NORTHWEST OF EB2895'INTERSECTION OF US 1 AND SR 1641. EB2895' EB2895'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GROOM EB2895'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2895'FLUSH WITH THE SURFACE OF THE GROUND. EB2895' EB2895'MARK IS EB2895' EB2895'43.4 FEET NE OF C/L OF W BOUND LANE OF US 74. EB2895'23.5 FEET WNW OF ALUMINUM REF. TAG ON PP NO. 1448. EB2895'24.4 FEET SE OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EB2895'26.5 FEET SW OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EB2895'146.0 FEET ESE OF E END OF CONCRETE CULVERT UNDER DRIVEWAY TO EB2895'BRICK HOUSE. EB2895'77.6 FEET W OF CHIMNEY OF WHITE FRAME HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3663 *********************************************************************** EB3663 DESIGNATION - HAM EB3663 PID - EB3663 EB3663 STATE/COUNTY- NC/RICHMOND EB3663 USGS QUAD - DIGGS (1982) EB3663 EB3663 *CURRENT SURVEY CONTROL EB3663 ___________________________________________________________________ EB3663* NAD 83(1986)- 34 51 46.19249(N) 079 50 14.35576(W) ADJUSTED EB3663* NAVD 88 - 59.2 (meters) 194. (feet) VERTCON EB3663 ___________________________________________________________________ EB3663 LAPLACE CORR- -3.70 (seconds) DEFLEC99 EB3663 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3663 EB3663 HORZ ORDER - SECOND EB3663 EB3663.The North Carolina HARNS have been completed but, EB3663.due to contractual restrictions, coordinates for these stations EB3663.will NOT be published in the near future. In the interim, the EB3663.published coordinates in North Carolina will not be EB3663.consistent with the Continuously Operating Reference Stations EB3663.(CORS). The HARN coordinates for these stations are available EB3663.upon request. Contact Gary Thompson(919-733-3836). EB3663. EB3663.In addition, the published North Carolina positions EB3663.(NAD 83 (1986)) are NOT consistent with those determined in EB3663.adjacent state readjustments. The discontinuity between stations EB3663.located in North Carolina and those in adjacent states EB3663.which have been adjusted to the HARN may be as much as 5 EB3663.decimeters. This will result in a significant loss of accuracy EB3663.over lines crossing such state borders. EB3663 EB3663 EB3663.The horizontal coordinates were established by classical geodetic methods EB3663.and adjusted by the National Geodetic Survey in March 1990. EB3663 EB3663.The NAVD 88 height was computed by applying the VERTCON shift value to EB3663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3663 EB3663.The Laplace correction was computed from DEFLEC99 derived deflections. EB3663 EB3663.The geoid height was determined by GEOID03. EB3663 EB3663; North East Units Scale Factor Converg. EB3663;SPC NC - 123,769.795 533,045.286 MT 0.99989549 -0 28 59.8 EB3663;SPC NC - 406,068.07 1,748,832.74 sFT 0.99989549 -0 28 59.8 EB3663;UTM 17 - 3,858,448.167 606,275.675 MT 0.99973920 +0 39 52.8 EB3663 EB3663! - Elev Factor x Scale Factor = Combined Factor EB3663!SPC NC - 0.99999561 x 0.99989549 = 0.99989110 EB3663!UTM 17 - 0.99999561 x 0.99973920 = 0.99973481 EB3663 EB3663 SUPERSEDED SURVEY CONTROL EB3663 EB3663 NGVD 29 (03/28/90) 59.4 (m) 195. (f) VERT ANG EB3663 EB3663.Superseded values are not recommended for survey control. EB3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3663.See file dsdata.txt to determine how the superseded data were derived. EB3663 EB3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0627658448(NAD 83) EB3663_MARKER: DE = TRAVERSE STATION DISK EB3663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3663_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3663_STAMPING: HAM 1977 EB3663_MARK LOGO: NCGS EB3663_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3663+STABILITY: SURFACE MOTION EB3663 EB3663 HISTORY - Date Condition Report By EB3663 HISTORY - 1977 MONUMENTED NCGS EB3663 HISTORY - 19930728 GOOD NCGS EB3663 EB3663 STATION DESCRIPTION EB3663 EB3663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3663'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTHEAST OF DIGGS EB3663'COMMUNITY AND 6.5 MILES SOUTHWEST OF ROCKINGHAM. EB3663' EB3663'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3663'ON US 1, PROCEED NORTHEASTERLY ALONG US 1 FOR 5.2 MILES TO SR 1104 EB3663'CROSSROAD AND STATION IN SOUTHEAST QUADRANT. EB3663' EB3663'STATION MARK IS A STANDARD DISK STAMPED---HAM 1977---, SET IN THE TOP EB3663'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3663'MARK IS 31.4 FEET EAST-SOUTHEAST OF THE CENTERLINE OF US 1, 232.5 FEET EB3663'SOUTH OF THE CENTERLINE OF INTERSECTION, 64.9 FEET SOUTHEAST OF POWER EB3663'POLE WITH REFERENCE TAG, 141.6 FEET SOUTH-SOUTHWEST OF 30 INCH GUM EB3663'WITH REFERENCE TAG, 36.9 FEET WEST-SOUTHWEST OF 6 INCH GUM WITH EB3663'REFERENCE TAG AND 33.7 FEET NORTH-NORTHEAST OF A 10 INCH GUM WITH EB3663'REFERENCE TAG. EB3663 EB3663 STATION RECOVERY (1993) EB3663 EB3663'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3663'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2851 *********************************************************************** EB2851 DESIGNATION - HAMLET 1918 EB2851 PID - EB2851 EB2851 STATE/COUNTY- NC/RICHMOND EB2851 USGS QUAD - HAMLET (1982) EB2851 EB2851 *CURRENT SURVEY CONTROL EB2851 ___________________________________________________________________ EB2851* NAD 83(1986)- 34 53 15.31978(N) 079 42 32.41903(W) ADJUSTED EB2851* NAVD 88 - 108.98 (+/-2cm) 357.5 (feet) VERTCON EB2851 ___________________________________________________________________ EB2851 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2851 GEOID HEIGHT- -31.48 (meters) GEOID03 EB2851 EB2851 HORZ ORDER - FIRST EB2851 VERT ORDER - THIRD ? (See Below) EB2851 EB2851.The North Carolina HARNS have been completed but, EB2851.due to contractual restrictions, coordinates for these stations EB2851.will NOT be published in the near future. In the interim, the EB2851.published coordinates in North Carolina will not be EB2851.consistent with the Continuously Operating Reference Stations EB2851.(CORS). The HARN coordinates for these stations are available EB2851.upon request. Contact Gary Thompson(919-733-3836). EB2851. EB2851.In addition, the published North Carolina positions EB2851.(NAD 83 (1986)) are NOT consistent with those determined in EB2851.adjacent state readjustments. The discontinuity between stations EB2851.located in North Carolina and those in adjacent states EB2851.which have been adjusted to the HARN may be as much as 5 EB2851.decimeters. This will result in a significant loss of accuracy EB2851.over lines crossing such state borders. EB2851 EB2851 EB2851.The horizontal coordinates were established by classical geodetic methods EB2851.and adjusted by the National Geodetic Survey in July 1986. EB2851 EB2851.The NAVD 88 height was computed by applying the VERTCON shift value to EB2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2851.The vertical order pertains to the NGVD 29 superseded value. EB2851 EB2851.The Laplace correction was computed from DEFLEC99 derived deflections. EB2851 EB2851.The geoid height was determined by GEOID03. EB2851 EB2851; North East Units Scale Factor Converg. EB2851;SPC NC - 126,424.624 544,796.542 MT 0.99989267 -0 24 33.2 EB2851;SPC NC - 414,778.12 1,787,386.65 sFT 0.99989267 -0 24 33.2 EB2851;UTM 17 - 3,861,337.461 617,969.766 MT 0.99977152 +0 44 18.6 EB2851 EB2851! - Elev Factor x Scale Factor = Combined Factor EB2851!SPC NC - 0.99998783 x 0.99989267 = 0.99988051 EB2851!UTM 17 - 0.99998783 x 0.99977152 = 0.99975936 EB2851 EB2851: Primary Azimuth Mark Grid Az EB2851:SPC NC - HAMLET SEABOARD RR WATER TANK 113 45 42.4 EB2851:UTM 17 - HAMLET SEABOARD RR WATER TANK 112 36 50.6 EB2851 EB2851|---------------------------------------------------------------------| EB2851| PID Reference Object Distance Geod. Az | EB2851| dddmmss.s | EB2851| EB2847 HAMLET CITY WATER TANK 13.938 METERS 03718 | EB2851| EB2850 HAMLET SEABOARD RR WATER TANK APPROX. 1.1 KM 1132109.2 | EB2851|---------------------------------------------------------------------| EB2851 EB2851 SUPERSEDED SURVEY CONTROL EB2851 EB2851 NAD 27 - 34 53 14.74900(N) 079 42 33.21400(W) AD( ) 1 EB2851 NGVD 29 (07/19/86) 109.25 (m) 358.4 (f) LEVELING 3 EB2851 EB2851.Superseded values are not recommended for survey control. EB2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2851.See file dsdata.txt to determine how the superseded data were derived. EB2851 EB2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1797061337(NAD 83) EB2851_MARKER: DS = TRIANGULATION STATION DISK EB2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2851_STAMPING: HAMLET 1918 EB2851_MARK LOGO: CGS EB2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2851+STABILITY: SURFACE MOTION EB2851 EB2851 HISTORY - Date Condition Report By EB2851 HISTORY - 1918 MONUMENTED CGS EB2851 HISTORY - 1967 MARK NOT FOUND CGS EB2851 EB2851 STATION DESCRIPTION EB2851 EB2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2851'STATION IS, IF STILL IN EXISTENCE, UNDER PAVEMENT OF MIDDLE OF EB2851'MAIN STREET IN HAMLET, ABOUT 15 YARDS EAST OF INTERSECTION OF EB2851'MAIN AND ENTWISTLE STREETS, AND ABOUT 8 YARDS SOUTH OF EDGE OF EB2851'CITY WATER TANK. SURFACE MARK IS STANDARD DISK STATION MARK IN EB2851'CONCRETE. UNDERGROUND MARK IS COPPER BOLT IN CONCRETE, EB2851'REFERENCE MARK IS CENTER PIPE OF CITY WATER TANK, EB2851'13.94 METERS (45.7 FEET) FROM STATION, BEARING N 37 DEG 20 MIN E. EB2851'BEARING FROM STATION TO WATER TANK OF SEABOARD AIR LINE EB2851'RAILWAY IS S 66 DEG 39 MIN E. IN 1933, STATION HAMLET EB2851'TRAVERSE TIE (SEE DESCRIPTION THEREOF) WAS ESTABLISHED, AND TIED EB2851'TO CENTER PIPE OF CITY WATER TANK. EB2851 EB2851 STATION RECOVERY (1967) EB2851 EB2851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2851'STATION IS NOT RECOVERABLE AND IS PROBABLY DESTROYED, BENEATH THE EB2851'PAVEMENT OF MAIN STREET IF EXTANT. EB2851' EB2851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2844 *********************************************************************** EB2844 DESIGNATION - HAMLET A EB2844 PID - EB2844 EB2844 STATE/COUNTY- NC/RICHMOND EB2844 USGS QUAD - HAMLET (1982) EB2844 EB2844 *CURRENT SURVEY CONTROL EB2844 ___________________________________________________________________ EB2844* NAD 83(1986)- 34 52 51.55594(N) 079 42 08.23621(W) ADJUSTED EB2844* NAVD 88 - 96. (meters) 315. (feet) SCALED EB2844 ___________________________________________________________________ EB2844 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EB2844 GEOID HEIGHT- -31.51 (meters) GEOID03 EB2844 EB2844 HORZ ORDER - FIRST EB2844 EB2844.The North Carolina HARNS have been completed but, EB2844.due to contractual restrictions, coordinates for these stations EB2844.will NOT be published in the near future. In the interim, the EB2844.published coordinates in North Carolina will not be EB2844.consistent with the Continuously Operating Reference Stations EB2844.(CORS). The HARN coordinates for these stations are available EB2844.upon request. Contact Gary Thompson(919-733-3836). EB2844. EB2844.In addition, the published North Carolina positions EB2844.(NAD 83 (1986)) are NOT consistent with those determined in EB2844.adjacent state readjustments. The discontinuity between stations EB2844.located in North Carolina and those in adjacent states EB2844.which have been adjusted to the HARN may be as much as 5 EB2844.decimeters. This will result in a significant loss of accuracy EB2844.over lines crossing such state borders. EB2844 EB2844 EB2844.The horizontal coordinates were established by classical geodetic methods EB2844.and adjusted by the National Geodetic Survey in July 1986. EB2844 EB2844.The orthometric height was scaled from a topographic map. EB2844 EB2844.The Laplace correction was computed from DEFLEC99 derived deflections. EB2844 EB2844.The geoid height was determined by GEOID03. EB2844 EB2844; North East Units Scale Factor Converg. EB2844;SPC NC - 125,688.045 545,405.342 MT 0.99989340 -0 24 19.2 EB2844;SPC NC - 412,361.53 1,789,384.03 sFT 0.99989340 -0 24 19.2 EB2844;UTM 17 - 3,860,613.310 618,593.121 MT 0.99977334 +0 44 32.0 EB2844 EB2844! - Elev Factor x Scale Factor = Combined Factor EB2844!SPC NC - 0.99998992 x 0.99989340 = 0.99988332 EB2844!UTM 17 - 0.99998992 x 0.99977334 = 0.99976326 EB2844 EB2844: Primary Azimuth Mark Grid Az EB2844:SPC NC - LIGHT J 232 20 17.3 EB2844:UTM 17 - LIGHT J 231 11 26.1 EB2844 EB2844|---------------------------------------------------------------------| EB2844| PID Reference Object Distance Geod. Az | EB2844| dddmmss.s | EB2844| EB2845 HAMLET B 456.870 METERS 0494114.3 | EB2844| EB3325 HAMLET A RM 22456 | EB2844| EB2841 LIGHT J APPROX. 1.8 KM 2315558.1 | EB2844|---------------------------------------------------------------------| EB2844 EB2844 SUPERSEDED SURVEY CONTROL EB2844 EB2844 NAD 27 - 34 52 50.98700(N) 079 42 09.02900(W) AD( ) 1 EB2844 EB2844.Superseded values are not recommended for survey control. EB2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2844.See file dsdata.txt to determine how the superseded data were derived. EB2844 EB2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1859360613(NAD 83) EB2844_MARKER: DS = TRIANGULATION STATION DISK EB2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2844_STAMPING: HAMLET A 1918 EB2844_MARK LOGO: CGS EB2844 EB2844 HISTORY - Date Condition Report By EB2844 HISTORY - 1918 MONUMENTED CGS EB2844 HISTORY - 1967 MARK NOT FOUND CGS EB2844 EB2844 STATION DESCRIPTION EB2844 EB2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2844'ABOUT 400 METERS (1,312 FEET) SOUTH OF RAILWAY STATION AT HAMLET, EB2844'6.401 METERS (21.00 FEET) EAST OF EAST RAIL OF SEABOARD AIR LINE EB2844'RAILWAY, ON CUT OPPOSITE ELEVATED SWITCH LIGHT, AND 1 TELEPHONE EB2844'POLE NORTH OF MILEPOST 253. SURFACE MARK WAS STANDARD DISK STATION EB2844'MARK IN CONCRETE. UNDERGROUND MARK WAS COPPER BOLT IN EB2844'CONCRETE. REFERENCE MARK WAS STANDARD REFERENCE DISK IN EB2844'CONCRETE, 9.098 METERS (29.85 FEET) FROM EAST RAIL, AND EB2844'12.527 METERS (41.10 FEET) FROM STATION, BEARING S 44 DEG 56 MIN W. EB2844'BEARING FROM STATION TO FLAGSTAFF ON SEABOARD HOTEL WAS N 48 DEG 11 EB2844'MIN E. STATION WAS NOT RECOVERED IN 1933. EB2844 EB2844 STATION RECOVERY (1967) EB2844 EB2844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCG) EB2844'NOT RECOVERED. NO MARKS WERE FOUND HERE AFTER PROBING THE PROBABLE EB2844'AREA. NOT RECOVERED IN 1933. EB2844' EB2844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2845 *********************************************************************** EB2845 DESIGNATION - HAMLET B EB2845 PID - EB2845 EB2845 STATE/COUNTY- NC/RICHMOND EB2845 USGS QUAD - HAMLET (1982) EB2845 EB2845 *CURRENT SURVEY CONTROL EB2845 ___________________________________________________________________ EB2845* NAD 83(1986)- 34 53 01.14729(N) 079 41 54.51726(W) ADJUSTED EB2845* NAVD 88 - 95. (meters) 312. (feet) SCALED EB2845 ___________________________________________________________________ EB2845 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EB2845 GEOID HEIGHT- -31.52 (meters) GEOID03 EB2845 EB2845 HORZ ORDER - FIRST EB2845 EB2845.The North Carolina HARNS have been completed but, EB2845.due to contractual restrictions, coordinates for these stations EB2845.will NOT be published in the near future. In the interim, the EB2845.published coordinates in North Carolina will not be EB2845.consistent with the Continuously Operating Reference Stations EB2845.(CORS). The HARN coordinates for these stations are available EB2845.upon request. Contact Gary Thompson(919-733-3836). EB2845. EB2845.In addition, the published North Carolina positions EB2845.(NAD 83 (1986)) are NOT consistent with those determined in EB2845.adjacent state readjustments. The discontinuity between stations EB2845.located in North Carolina and those in adjacent states EB2845.which have been adjusted to the HARN may be as much as 5 EB2845.decimeters. This will result in a significant loss of accuracy EB2845.over lines crossing such state borders. EB2845 EB2845 EB2845.The horizontal coordinates were established by classical geodetic methods EB2845.and adjusted by the National Geodetic Survey in July 1986. EB2845 EB2845.The orthometric height was scaled from a topographic map. EB2845 EB2845.The Laplace correction was computed from DEFLEC99 derived deflections. EB2845 EB2845.The geoid height was determined by GEOID03. EB2845 EB2845; North East Units Scale Factor Converg. EB2845;SPC NC - 125,981.117 545,755.761 MT 0.99989310 -0 24 11.3 EB2845;SPC NC - 413,323.05 1,790,533.69 sFT 0.99989310 -0 24 11.3 EB2845;UTM 17 - 3,860,913.306 618,937.559 MT 0.99977435 +0 44 40.0 EB2845 EB2845! - Elev Factor x Scale Factor = Combined Factor EB2845!SPC NC - 0.99999008 x 0.99989310 = 0.99988318 EB2845!UTM 17 - 0.99999008 x 0.99977435 = 0.99976443 EB2845 EB2845: Primary Azimuth Mark Grid Az EB2845:SPC NC - HAMLET A 230 05 33.4 EB2845:UTM 17 - HAMLET A 228 56 42.1 EB2845 EB2845|---------------------------------------------------------------------| EB2845| PID Reference Object Distance Geod. Az | EB2845| dddmmss.s | EB2845| EB2844 HAMLET A 456.870 METERS 2294122.1 | EB2845| EB2846 HAMLET C 210.559 METERS 33102 | EB2845|---------------------------------------------------------------------| EB2845 EB2845 SUPERSEDED SURVEY CONTROL EB2845 EB2845 NAD 27 - 34 53 00.58000(N) 079 41 55.31100(W) AD( ) 1 EB2845 EB2845.Superseded values are not recommended for survey control. EB2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2845.See file dsdata.txt to determine how the superseded data were derived. EB2845 EB2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1893860913(NAD 83) EB2845_MARKER: DS = TRIANGULATION STATION DISK EB2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2845_MARK LOGO: CGS EB2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2845+STABILITY: SURFACE MOTION EB2845 EB2845 HISTORY - Date Condition Report By EB2845 HISTORY - 1918 MONUMENTED CGS EB2845 HISTORY - 1967 MARK NOT FOUND CGS EB2845 EB2845 STATION DESCRIPTION EB2845 EB2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2845'ABOUT 15 METERS (49 FEET) EAST OF RAILWAY STATION AT HAMLET, NEAR EB2845'CROSSING OF SAVANNAH NORFOLK AND WILMINGTON CHARLOTTE DIVISIONS OF EB2845'SEABOARD AIR LINE RAILWAY, 1.859 METERS (6.10 FEET) WEST OF WEST EB2845'RAIL, AND 1.5 METERS(5 FEET) SOUTH OF SOUTH RAIL. SURFACE MARK WAS EB2845'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND MARK EB2845'WAS COPPER BOLT IN CONCRETE. REFERENCE MARK WAS STANDARD EB2845'REFERENCE DISK IN CONCRETE, 2.286 METERS (7.50 FEET) FROM EB2845'STATION. STATION WAS NOT RECOVERED IN 1933. EB2845 EB2845 STATION RECOVERY (1967) EB2845 EB2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2845'NOT RECOVERED, PROBABLY DESTROYED. A CONCRETE RAMP OCCUPIES THE EB2845'SITE. EB2845' EB2845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2846 *********************************************************************** EB2846 DESIGNATION - HAMLET C EB2846 PID - EB2846 EB2846 STATE/COUNTY- NC/RICHMOND EB2846 USGS QUAD - HAMLET (1982) EB2846 EB2846 *CURRENT SURVEY CONTROL EB2846 ___________________________________________________________________ EB2846* NAD 83(1986)- 34 53 07.12560(N) 079 41 58.53228(W) ADJUSTED EB2846* NAVD 88 - 96. (meters) 315. (feet) SCALED EB2846 ___________________________________________________________________ EB2846 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EB2846 GEOID HEIGHT- -31.51 (meters) GEOID03 EB2846 EB2846 HORZ ORDER - FIRST EB2846 EB2846.The North Carolina HARNS have been completed but, EB2846.due to contractual restrictions, coordinates for these stations EB2846.will NOT be published in the near future. In the interim, the EB2846.published coordinates in North Carolina will not be EB2846.consistent with the Continuously Operating Reference Stations EB2846.(CORS). The HARN coordinates for these stations are available EB2846.upon request. Contact Gary Thompson(919-733-3836). EB2846. EB2846.In addition, the published North Carolina positions EB2846.(NAD 83 (1986)) are NOT consistent with those determined in EB2846.adjacent state readjustments. The discontinuity between stations EB2846.located in North Carolina and those in adjacent states EB2846.which have been adjusted to the HARN may be as much as 5 EB2846.decimeters. This will result in a significant loss of accuracy EB2846.over lines crossing such state borders. EB2846 EB2846 EB2846.The horizontal coordinates were established by classical geodetic methods EB2846.and adjusted by the National Geodetic Survey in July 1986. EB2846 EB2846.The orthometric height was scaled from a topographic map. EB2846 EB2846.The Laplace correction was computed from DEFLEC99 derived deflections. EB2846 EB2846.The geoid height was determined by GEOID03. EB2846 EB2846; North East Units Scale Factor Converg. EB2846;SPC NC - 126,166.040 545,655.117 MT 0.99989292 -0 24 13.6 EB2846;SPC NC - 413,929.75 1,790,203.50 sFT 0.99989292 -0 24 13.6 EB2846;UTM 17 - 3,861,096.154 618,833.244 MT 0.99977404 +0 44 37.8 EB2846 EB2846! - Elev Factor x Scale Factor = Combined Factor EB2846!SPC NC - 0.99998992 x 0.99989292 = 0.99988284 EB2846!UTM 17 - 0.99998992 x 0.99977404 = 0.99976396 EB2846 EB2846: Primary Azimuth Mark Grid Az EB2846:SPC NC - HAMLET D 061 00 11.5 EB2846:UTM 17 - HAMLET D 059 51 20.1 EB2846 EB2846|---------------------------------------------------------------------| EB2846| PID Reference Object Distance Geod. Az | EB2846| dddmmss.s | EB2846| EB2848 HAMLET D APPROX. 0.6 KM 0603557.9 | EB2846| EB2845 HAMLET B 210.559 METERS 15102 | EB2846|---------------------------------------------------------------------| EB2846 EB2846 SUPERSEDED SURVEY CONTROL EB2846 EB2846 NAD 27 - 34 53 06.55800(N) 079 41 59.32600(W) AD( ) 1 EB2846 EB2846.Superseded values are not recommended for survey control. EB2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2846.See file dsdata.txt to determine how the superseded data were derived. EB2846 EB2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1883361096(NAD 83) EB2846_MARKER: DS = TRIANGULATION STATION DISK EB2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2846_MARK LOGO: CGS EB2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2846+STABILITY: SURFACE MOTION EB2846 EB2846 HISTORY - Date Condition Report By EB2846 HISTORY - 1918 MONUMENTED CGS EB2846 HISTORY - 1967 MARK NOT FOUND CGS EB2846 EB2846 STATION DESCRIPTION EB2846 EB2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2846'IN HAMLET, ABOUT 1.5 METERS (5 FEET) SOUTH OF SOUTH RAIL OF MAIN EB2846'TRACK OF SEABOARD AIR LINE RAILWAY (WILMINGTON CHARLOTTE DIVISION), EB2846'AND ON LINE WITH EAST CURB OF RALEIGH STREET. SURFACE MARK WAS EB2846'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND MARK EB2846'WAS COPPER BOLT IN CONCRETE. STATION WAS NOT RECOVERED IN EB2846'1933. EB2846 EB2846 STATION RECOVERY (1967) EB2846 EB2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2846'NOT RECOVERED, PROBABLY DESTROYED. AREA IS NOW PAVED. NOT EB2846'RECOVERED IN 1933. EB2846' EB2846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2847 *********************************************************************** EB2847 DESIGNATION - HAMLET CITY WATER TANK EB2847 PID - EB2847 EB2847 STATE/COUNTY- NC/RICHMOND EB2847 USGS QUAD - HAMLET (1982) EB2847 EB2847 *CURRENT SURVEY CONTROL EB2847 ___________________________________________________________________ EB2847* NAD 83(1986)- 34 53 15.67953(N) 079 42 32.08637(W) ADJUSTED EB2847* NAVD 88 - EB2847 ___________________________________________________________________ EB2847 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2847 GEOID HEIGHT- -31.48 (meters) GEOID03 EB2847 EB2847 HORZ ORDER - THIRD EB2847 EB2847.The North Carolina HARNS have been completed but, EB2847.due to contractual restrictions, coordinates for these stations EB2847.will NOT be published in the near future. In the interim, the EB2847.published coordinates in North Carolina will not be EB2847.consistent with the Continuously Operating Reference Stations EB2847.(CORS). The HARN coordinates for these stations are available EB2847.upon request. Contact Gary Thompson(919-733-3836). EB2847. EB2847.In addition, the published North Carolina positions EB2847.(NAD 83 (1986)) are NOT consistent with those determined in EB2847.adjacent state readjustments. The discontinuity between stations EB2847.located in North Carolina and those in adjacent states EB2847.which have been adjusted to the HARN may be as much as 5 EB2847.decimeters. This will result in a significant loss of accuracy EB2847.over lines crossing such state borders. EB2847 EB2847 EB2847.The horizontal coordinates were established by classical geodetic methods EB2847.and adjusted by the National Geodetic Survey in July 1986. EB2847 EB2847 EB2847.The Laplace correction was computed from DEFLEC99 derived deflections. EB2847 EB2847.The geoid height was determined by GEOID03. EB2847 EB2847; North East Units Scale Factor Converg. EB2847;SPC NC - 126,435.649 544,805.067 MT 0.99989266 -0 24 33.0 EB2847;SPC NC - 414,814.29 1,787,414.62 sFT 0.99989266 -0 24 33.0 EB2847;UTM 17 - 3,861,348.653 617,978.067 MT 0.99977155 +0 44 18.8 EB2847 EB2847 SUPERSEDED SURVEY CONTROL EB2847 EB2847 NAD 27 - 34 53 15.11300(N) 079 42 32.88900(W) AD( ) 3 EB2847 EB2847.Superseded values are not recommended for survey control. EB2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2847.See file dsdata.txt to determine how the superseded data were derived. EB2847 EB2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1797861349(NAD 83) EB2847_MARKER: 53 = ELEVATED TANK EB2847 EB2847 HISTORY - Date Condition Report By EB2847 HISTORY - 1933 FIRST OBSERVED CGS EB2847 HISTORY - 1967 GOOD CGS EB2847 HISTORY - 1970 GOOD NGS EB2847 HISTORY - 1978 GOOD NCGS EB2847 EB2847 STATION DESCRIPTION EB2847 EB2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EB2847'AT HAMLET, ON PROPERTY BELONGING TO HAMLET WATER CO., ABOUT EB2847'0.6 MILE WEST-NORTHWEST ALONG MAIN STREET FROM DOWNTOWN RAILWAY EB2847'JUNCTION, IN NORTHWEST CORNER OF TRIANAGLE FORMED BY INTERSECTION EB2847'OF MAIN AND ENTWISTLE STREETS AND HYLAND AVENUE. EB2847 EB2847 STATION RECOVERY (1967) EB2847 EB2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2847'LOCATED ABOUT 0.6 MILE WEST ALONG MAIN STREET FROM THE RAILROAD EB2847'JUNCTION, IN A GRASS TRIANGLE BOUNDED BY MAIN ST., ENTWISTLE ST., EB2847'AND HYLAN AVE., AN ELEVATED STEEL TANK WITH A ROUNDED BOTTOM AND EB2847'CONICAL ROOF, SUPPORTED BY 4 FABRICATED STEEL LEGS. THIS TANK IS A EB2847'REFERENCE POINT FOR BOTH HAMLET 1918 AN HAMLET TRAVERSE TIE 1933, EB2847'AND IS THE NORTHEASTERLY ONE OF TWO IN THE IMMEDIATE VICINITY, EB2847'ABOUT 150 FEET APART. (THE OTHER TANK IS OVAL WITH 5 TUBULAR EB2847'LEGS.) BOTH ARE ABOUT THE SAME HEIGHT AND CURRENTLY PAINTED EB2847'ALUMINUM. EB2847' EB2847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMLET. EB2847 EB2847 STATION RECOVERY (1970) EB2847 EB2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EM) EB2847'HAMLET, CITY WATER TANK (OLD) IS A N. C. GEODETIC SURVEY INTERSECTION EB2847'STATION ESTABLISHED IN THE VICINITY OF HAMLET, NORTH CAROLINA. EB2847' EB2847'HAMLET, CITY WATER TANK (OLD) IS LOCATED AT THE INTERSECTION OF MAIN EB2847'STREET AND ENTWISTLE STREET, IN SOUTHWEST HAMLET. EB2847' EB2847'THE WATER TANK HAS FOUR LEGS AND IS SILVER IN COLOR. POINT OBSERVED EB2847'WAS CENTER OF CONE SHAPED TOP. EB2847 EB2847 STATION RECOVERY (1978) EB2847 EB2847'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2847'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2848 *********************************************************************** EB2848 DESIGNATION - HAMLET D EB2848 PID - EB2848 EB2848 STATE/COUNTY- NC/RICHMOND EB2848 USGS QUAD - HAMLET (1982) EB2848 EB2848 *CURRENT SURVEY CONTROL EB2848 ___________________________________________________________________ EB2848* NAD 83(1986)- 34 53 17.39588(N) 079 41 36.41141(W) ADJUSTED EB2848* NAVD 88 - 108. (meters) 354. (feet) SCALED EB2848 ___________________________________________________________________ EB2848 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EB2848 GEOID HEIGHT- -31.52 (meters) GEOID03 EB2848 EB2848 HORZ ORDER - FIRST EB2848 EB2848.The North Carolina HARNS have been completed but, EB2848.due to contractual restrictions, coordinates for these stations EB2848.will NOT be published in the near future. In the interim, the EB2848.published coordinates in North Carolina will not be EB2848.consistent with the Continuously Operating Reference Stations EB2848.(CORS). The HARN coordinates for these stations are available EB2848.upon request. Contact Gary Thompson(919-733-3836). EB2848. EB2848.In addition, the published North Carolina positions EB2848.(NAD 83 (1986)) are NOT consistent with those determined in EB2848.adjacent state readjustments. The discontinuity between stations EB2848.located in North Carolina and those in adjacent states EB2848.which have been adjusted to the HARN may be as much as 5 EB2848.decimeters. This will result in a significant loss of accuracy EB2848.over lines crossing such state borders. EB2848 EB2848 EB2848.The horizontal coordinates were established by classical geodetic methods EB2848.and adjusted by the National Geodetic Survey in July 1986. EB2848 EB2848.The orthometric height was scaled from a topographic map. EB2848 EB2848.The Laplace correction was computed from DEFLEC99 derived deflections. EB2848 EB2848.The geoid height was determined by GEOID03. EB2848 EB2848; North East Units Scale Factor Converg. EB2848;SPC NC - 126,478.549 546,218.972 MT 0.99989260 -0 24 00.9 EB2848;SPC NC - 414,955.04 1,792,053.41 sFT 0.99989260 -0 24 00.9 EB2848;UTM 17 - 3,861,419.855 619,390.661 MT 0.99977568 +0 44 50.7 EB2848 EB2848! - Elev Factor x Scale Factor = Combined Factor EB2848!SPC NC - 0.99998804 x 0.99989260 = 0.99988064 EB2848!UTM 17 - 0.99998804 x 0.99977568 = 0.99976372 EB2848 EB2848: Primary Azimuth Mark Grid Az EB2848:SPC NC - HAMLET C 241 00 11.5 EB2848:UTM 17 - HAMLET C 239 51 19.9 EB2848 EB2848|---------------------------------------------------------------------| EB2848| PID Reference Object Distance Geod. Az | EB2848| dddmmss.s | EB2848| EB2849 HAMLET E 241.111 METERS 05828 | EB2848| EB2846 HAMLET C APPROX. 0.6 KM 2403610.6 | EB2848|---------------------------------------------------------------------| EB2848 EB2848 SUPERSEDED SURVEY CONTROL EB2848 EB2848 NAD 27 - 34 53 16.83000(N) 079 41 37.20600(W) AD( ) 1 EB2848 EB2848.Superseded values are not recommended for survey control. EB2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2848.See file dsdata.txt to determine how the superseded data were derived. EB2848 EB2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1939161420(NAD 83) EB2848_MARKER: DS = TRIANGULATION STATION DISK EB2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2848_MARK LOGO: CGS EB2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2848+STABILITY: SURFACE MOTION EB2848 EB2848 HISTORY - Date Condition Report By EB2848 HISTORY - 1918 MONUMENTED CGS EB2848 HISTORY - 1967 MARK NOT FOUND CGS EB2848 EB2848 STATION DESCRIPTION EB2848 EB2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2848'IN HAMLET, AT INTERSECTION OF EAST CURB LINE OF RALEIGH STREET AND EB2848'SOUTH CURB LINE OF LAST EAST AND WEST CROSS STREET, AT CORNER OF EB2848'PICKET FENCE, AND ABOUT 200 METERS (656 FEET) SOUTH OF ICE PLANT. EB2848'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. EB2848'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. STATION EB2848'WAS NOT RECOVERED IN 1933. EB2848 EB2848 STATION RECOVERY (1967) EB2848 EB2848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2848'NOT RECOVERED. AT THE INTERSECTION OF RALEIGH STREET AND WEST EB2848'AVENUE. PICKET FENCE IS NO LONGER EXTANT. A TRANSMISSION POLE EB2848'OCCUPIES THE APPROXIMATE SITE. NOT RECOVERED IN 1933. EB2848' EB2848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- AT HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2849 *********************************************************************** EB2849 DESIGNATION - HAMLET E EB2849 PID - EB2849 EB2849 STATE/COUNTY- NC/RICHMOND EB2849 USGS QUAD - HAMLET (1982) EB2849 EB2849 *CURRENT SURVEY CONTROL EB2849 ___________________________________________________________________ EB2849* NAD 83(1986)- 34 53 21.48795(N) 079 41 28.31809(W) ADJUSTED EB2849* NAVD 88 - 102. (meters) 335. (feet) SCALED EB2849 ___________________________________________________________________ EB2849 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EB2849 GEOID HEIGHT- -31.53 (meters) GEOID03 EB2849 EB2849 HORZ ORDER - FIRST EB2849 EB2849.The North Carolina HARNS have been completed but, EB2849.due to contractual restrictions, coordinates for these stations EB2849.will NOT be published in the near future. In the interim, the EB2849.published coordinates in North Carolina will not be EB2849.consistent with the Continuously Operating Reference Stations EB2849.(CORS). The HARN coordinates for these stations are available EB2849.upon request. Contact Gary Thompson(919-733-3836). EB2849. EB2849.In addition, the published North Carolina positions EB2849.(NAD 83 (1986)) are NOT consistent with those determined in EB2849.adjacent state readjustments. The discontinuity between stations EB2849.located in North Carolina and those in adjacent states EB2849.which have been adjusted to the HARN may be as much as 5 EB2849.decimeters. This will result in a significant loss of accuracy EB2849.over lines crossing such state borders. EB2849 EB2849 EB2849.The horizontal coordinates were established by classical geodetic methods EB2849.and adjusted by the National Geodetic Survey in July 1986. EB2849 EB2849.The orthometric height was scaled from a topographic map. EB2849 EB2849.The Laplace correction was computed from DEFLEC99 derived deflections. EB2849 EB2849.The geoid height was determined by GEOID03. EB2849 EB2849; North East Units Scale Factor Converg. EB2849;SPC NC - 126,603.202 546,425.331 MT 0.99989248 -0 23 56.2 EB2849;SPC NC - 415,364.01 1,792,730.44 sFT 0.99989248 -0 23 56.2 EB2849;UTM 17 - 3,861,548.601 619,594.458 MT 0.99977628 +0 44 55.4 EB2849 EB2849! - Elev Factor x Scale Factor = Combined Factor EB2849!SPC NC - 0.99998898 x 0.99989248 = 0.99988146 EB2849!UTM 17 - 0.99998898 x 0.99977628 = 0.99976526 EB2849 EB2849: Primary Azimuth Mark Grid Az EB2849:SPC NC - HAMLET F 009 25 41.6 EB2849:UTM 17 - HAMLET F 008 16 50.0 EB2849 EB2849|---------------------------------------------------------------------| EB2849| PID Reference Object Distance Geod. Az | EB2849| dddmmss.s | EB2849| EB1026 HAMLET F APPROX. 1.2 KM 0090145.4 | EB2849| EB2848 HAMLET D 241.111 METERS 23828 | EB2849|---------------------------------------------------------------------| EB2849 EB2849 SUPERSEDED SURVEY CONTROL EB2849 EB2849 NAD 27 - 34 53 20.92300(N) 079 41 29.11400(W) AD( ) 1 EB2849 EB2849.Superseded values are not recommended for survey control. EB2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2849.See file dsdata.txt to determine how the superseded data were derived. EB2849 EB2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1959461549(NAD 83) EB2849_MARKER: DS = TRIANGULATION STATION DISK EB2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2849_MARK LOGO: CGS EB2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2849+STABILITY: SURFACE MOTION EB2849 EB2849 HISTORY - Date Condition Report By EB2849 HISTORY - 1918 MONUMENTED CGS EB2849 HISTORY - 1967 MARK NOT FOUND CGS EB2849 EB2849 STATION DESCRIPTION EB2849 EB2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2849'ABOUT 0.7 MILE NORTH OF RAILWAY STATION AT HAMLET, ON PROLONGATION OF EB2849'NORTHWARD TANGENT TO WEST RAIL OF SEABOARD AIR LINE RAILWAY, 300 EB2849'METERS (984 FEET) NORTH OF RAILWAY COAL ELEVATOR IN YARDS, AT EB2849'SECOND SIDETRACK EAST OF ICE PLANT, 1.31 METERS (4.3 FEET) EAST OF EB2849'EAST RAIL, AND 1.44 METERS (4.7 FEET) EAST OF MAIN LINE RAIL. EB2849'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. EB2849'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. STATION WAS EB2849'NOT RECOVERED IN 1933. EB2849 EB2849 STATION RECOVERY (1967) EB2849 EB2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2849'NOT RECOVERED, PROBABLY DESTROYED DURING TRACK ALTERATIONS. NOT EB2849'RECOVERED IN 1933. EB2849' EB2849'AIRLINE DISTANCE AND DIRECTION FROM NEAREAST TOWN--0.7 MILE NORTH OF EB2849'THE RAILROAD STATION AT HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1026 *********************************************************************** EB1026 DESIGNATION - HAMLET F EB1026 PID - EB1026 EB1026 STATE/COUNTY- NC/RICHMOND EB1026 USGS QUAD - HAMLET (1982) EB1026 EB1026 *CURRENT SURVEY CONTROL EB1026 ___________________________________________________________________ EB1026* NAD 83(1986)- 34 53 59.35601(N) 079 41 21.01410(W) ADJUSTED EB1026* NAVD 88 - 108.87 (+/-2cm) 357.2 (feet) VERTCON EB1026 ___________________________________________________________________ EB1026 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB1026 GEOID HEIGHT- -31.51 (meters) GEOID03 EB1026 EB1026 HORZ ORDER - FIRST EB1026 VERT ORDER - ? (See Below) EB1026 EB1026.The North Carolina HARNS have been completed but, EB1026.due to contractual restrictions, coordinates for these stations EB1026.will NOT be published in the near future. In the interim, the EB1026.published coordinates in North Carolina will not be EB1026.consistent with the Continuously Operating Reference Stations EB1026.(CORS). The HARN coordinates for these stations are available EB1026.upon request. Contact Gary Thompson(919-733-3836). EB1026. EB1026.In addition, the published North Carolina positions EB1026.(NAD 83 (1986)) are NOT consistent with those determined in EB1026.adjacent state readjustments. The discontinuity between stations EB1026.located in North Carolina and those in adjacent states EB1026.which have been adjusted to the HARN may be as much as 5 EB1026.decimeters. This will result in a significant loss of accuracy EB1026.over lines crossing such state borders. EB1026 EB1026 EB1026.The horizontal coordinates were established by classical geodetic methods EB1026.and adjusted by the National Geodetic Survey in July 1986. EB1026 EB1026.The NAVD 88 height was computed by applying the VERTCON shift value to EB1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1026.The vertical order pertains to the NGVD 29 superseded value. EB1026 EB1026.The Laplace correction was computed from DEFLEC99 derived deflections. EB1026 EB1026.The geoid height was determined by GEOID03. EB1026 EB1026; North East Units Scale Factor Converg. EB1026;SPC NC - 127,768.711 546,618.869 MT 0.99989134 -0 23 52.0 EB1026;SPC NC - 419,187.85 1,793,365.41 sFT 0.99989134 -0 23 52.0 EB1026;UTM 17 - 3,862,717.618 619,764.592 MT 0.99977678 +0 45 00.3 EB1026 EB1026! - Elev Factor x Scale Factor = Combined Factor EB1026!SPC NC - 0.99998786 x 0.99989134 = 0.99987920 EB1026!UTM 17 - 0.99998786 x 0.99977678 = 0.99976464 EB1026 EB1026: Primary Azimuth Mark Grid Az EB1026:SPC NC - HAMLET E 189 25 41.6 EB1026:UTM 17 - HAMLET E 188 16 49.3 EB1026 EB1026|---------------------------------------------------------------------| EB1026| PID Reference Object Distance Geod. Az | EB1026| dddmmss.s | EB1026| EB2849 HAMLET E APPROX. 1.2 KM 1890149.6 | EB1026|---------------------------------------------------------------------| EB1026 EB1026 SUPERSEDED SURVEY CONTROL EB1026 EB1026 NAD 27 - 34 53 58.79300(N) 079 41 21.81300(W) AD( ) 1 EB1026 NGVD 29 (??/??/92) 109.136 (m) 358.06 (f) ADJ UNCH ? EB1026 EB1026.Superseded values are not recommended for survey control. EB1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1026.See file dsdata.txt to determine how the superseded data were derived. EB1026 EB1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1976562718(NAD 83) EB1026_MARKER: DS = TRIANGULATION STATION DISK EB1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1026_STAMPING: HAMLET F 1918 EB1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1026+STABILITY: SURFACE MOTION EB1026 EB1026 HISTORY - Date Condition Report By EB1026 HISTORY - 1918 MONUMENTED CGS EB1026 HISTORY - 1934 MARK NOT FOUND NGS EB1026 HISTORY - 1978 MARK NOT FOUND NCGS EB1026 HISTORY - 19890123 MARK NOT FOUND USGS EB1026 EB1026 STATION DESCRIPTION EB1026 EB1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB1026'ABOUT 1-1/2 MILES NORTH OF RAILWAY STATION AT HAMLET, ON PROLONGATION EB1026'OF SOUTHWARD TANGENT TO WEST RAIL OF SEABOARD AIR LINE RAILWAY, 6 EB1026'METERS (20 FEET) SOUTH OF POINT OF TANGENCY, 5 TELEPHONE POLES EB1026'NORTH OF MILEPOST 252, AND 4.59 METERS (15.1 FEET) WEST OF WEST EB1026'RAIL. SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE, EB1026'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. EB1026'REFERENCE MARK WAS STANDARD REFERENCE DISK IN CONCRETE, EB1026'8.92 METERS (29.3 FEET) FROM RAIL, AND 13.76 METERS (45.1 FEET) EB1026'FROM STATION. STATION WAS NOT RECOVERED IN 1933. EB1026 EB1026 STATION RECOVERY (1934) EB1026 EB1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934 EB1026'1.4 MI N FROM HAMLET. EB1026'1.4 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE EB1026'STATION AT HAMLET, RICHMOND COUNTY, 5 POLES NORTH OF MILEPOST EB1026'252, AT A CURVE, ON THE PROLONGATION OF THE WEST RAIL OF THE EB1026'NORTH TANGENT, 6 YARDS SOUTH OF THE POINT OF TANGENCY, AND 15 EB1026'FEET WEST OF THE WEST RAIL. A STANDARD TRIANGULATION-STATION EB1026'DISK, STAMPED HAMLET F 1918 AND SET IN THE TOP OF A CONCRETE EB1026'POST. EB1026 EB1026 STATION RECOVERY (1978) EB1026 EB1026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1026'MARK NOT FOUND. EB1026 EB1026 STATION RECOVERY (1989) EB1026 EB1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW) EB1026'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2901 *********************************************************************** EB2901 DESIGNATION - HAMLET S MUN TANK EB2901 PID - EB2901 EB2901 STATE/COUNTY- NC/RICHMOND EB2901 USGS QUAD - HAMLET (1982) EB2901 EB2901 *CURRENT SURVEY CONTROL EB2901 ___________________________________________________________________ EB2901* NAD 83(1986)- 34 53 14.57834(N) 079 42 33.05277(W) ADJUSTED EB2901* NAVD 88 - EB2901 ___________________________________________________________________ EB2901 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2901 GEOID HEIGHT- -31.48 (meters) GEOID03 EB2901 EB2901 HORZ ORDER - THIRD EB2901 EB2901.The North Carolina HARNS have been completed but, EB2901.due to contractual restrictions, coordinates for these stations EB2901.will NOT be published in the near future. In the interim, the EB2901.published coordinates in North Carolina will not be EB2901.consistent with the Continuously Operating Reference Stations EB2901.(CORS). The HARN coordinates for these stations are available EB2901.upon request. Contact Gary Thompson(919-733-3836). EB2901. EB2901.In addition, the published North Carolina positions EB2901.(NAD 83 (1986)) are NOT consistent with those determined in EB2901.adjacent state readjustments. The discontinuity between stations EB2901.located in North Carolina and those in adjacent states EB2901.which have been adjusted to the HARN may be as much as 5 EB2901.decimeters. This will result in a significant loss of accuracy EB2901.over lines crossing such state borders. EB2901 EB2901 EB2901.The horizontal coordinates were established by classical geodetic methods EB2901.and adjusted by the National Geodetic Survey in July 1986. EB2901 EB2901 EB2901.The Laplace correction was computed from DEFLEC99 derived deflections. EB2901 EB2901.The geoid height was determined by GEOID03. EB2901 EB2901; North East Units Scale Factor Converg. EB2901;SPC NC - 126,401.894 544,780.289 MT 0.99989269 -0 24 33.5 EB2901;SPC NC - 414,703.55 1,787,333.33 sFT 0.99989269 -0 24 33.5 EB2901;UTM 17 - 3,861,314.412 617,953.973 MT 0.99977148 +0 44 18.2 EB2901 EB2901 SUPERSEDED SURVEY CONTROL EB2901 EB2901 NAD 27 - 34 53 14.00409(N) 079 42 33.84191(W) AD( ) 3 EB2901 EB2901.Superseded values are not recommended for survey control. EB2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2901.See file dsdata.txt to determine how the superseded data were derived. EB2901 EB2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1795461314(NAD 83) EB2901_MARKER: 53 = ELEVATED TANK EB2901 EB2901 HISTORY - Date Condition Report By EB2901 HISTORY - 1970 FIRST OBSERVED NGS EB2901 HISTORY - 1978 GOOD NCGS EB2901 EB2901 STATION DESCRIPTION EB2901 EB2901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA) EB2901'THE STATION IS THE APEX OF THE HAMLET SOUTH MUNICIPAL WATER TANK, EB2901'LOCATED IN THE SOUTHWEST PART OF TOWN, AT THE INTERSECTION OF EB2901'ENTWISTLE STREET AND MAIN STREET. IT IS PAINTED SILVER AND HAS AN EB2901'OVERALL HEIGHT OF 116 FEET. EB2901' EB2901'THE TANK IS OWNED BY THE CITY OF HAMLET. EB2901 EB2901 STATION RECOVERY (1978) EB2901 EB2901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2901'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2900 *********************************************************************** EB2900 DESIGNATION - HAMLET TEL CO MICROWAVE EB2900 PID - EB2900 EB2900 STATE/COUNTY- NC/RICHMOND EB2900 USGS QUAD - HAMLET (1982) EB2900 EB2900 *CURRENT SURVEY CONTROL EB2900 ___________________________________________________________________ EB2900* NAD 83(1986)- 34 52 44.80889(N) 079 39 27.09989(W) ADJUSTED EB2900* NAVD 88 - EB2900 ___________________________________________________________________ EB2900 LAPLACE CORR- -5.08 (seconds) DEFLEC99 EB2900 GEOID HEIGHT- -31.65 (meters) GEOID03 EB2900 EB2900 HORZ ORDER - THIRD EB2900 EB2900.The North Carolina HARNS have been completed but, EB2900.due to contractual restrictions, coordinates for these stations EB2900.will NOT be published in the near future. In the interim, the EB2900.published coordinates in North Carolina will not be EB2900.consistent with the Continuously Operating Reference Stations EB2900.(CORS). The HARN coordinates for these stations are available EB2900.upon request. Contact Gary Thompson(919-733-3836). EB2900. EB2900.In addition, the published North Carolina positions EB2900.(NAD 83 (1986)) are NOT consistent with those determined in EB2900.adjacent state readjustments. The discontinuity between stations EB2900.located in North Carolina and those in adjacent states EB2900.which have been adjusted to the HARN may be as much as 5 EB2900.decimeters. This will result in a significant loss of accuracy EB2900.over lines crossing such state borders. EB2900 EB2900 EB2900.The horizontal coordinates were established by classical geodetic methods EB2900.and adjusted by the National Geodetic Survey in July 1986. EB2900 EB2900 EB2900.The Laplace correction was computed from DEFLEC99 derived deflections. EB2900 EB2900.The geoid height was determined by GEOID03. EB2900 EB2900; North East Units Scale Factor Converg. EB2900;SPC NC - 125,452.130 549,495.407 MT 0.99989361 -0 22 46.2 EB2900;SPC NC - 411,587.53 1,802,802.85 sFT 0.99989361 -0 22 46.2 EB2900;UTM 17 - 3,860,459.363 622,686.622 MT 0.99978551 +0 46 04.0 EB2900 EB2900 SUPERSEDED SURVEY CONTROL EB2900 EB2900 NAD 27 - 34 52 44.23916(N) 079 39 27.90168(W) AD( ) 3 EB2900 EB2900.Superseded values are not recommended for survey control. EB2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2900.See file dsdata.txt to determine how the superseded data were derived. EB2900 EB2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2268760459(NAD 83) EB2900_MARKER: 45 = MICROWAVE TOWER EB2900 EB2900 HISTORY - Date Condition Report By EB2900 HISTORY - 1970 FIRST OBSERVED NGS EB2900 HISTORY - 1978 GOOD NCGS EB2900 HISTORY - 1985 GOOD USPSQD EB2900 HISTORY - 19930921 GOOD NCGS EB2900 EB2900 STATION DESCRIPTION EB2900 EB2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA) EB2900'THE STATION IS THE RED LIGHT MOUNTED ON TOP OF THE HAMLET TELEPHONE EB2900'COMPANY MICROWAVE TOWER, PAINTED ALTERNATE RED AND WHITE AND HAS AN EB2900'OVERALL HEIGHT OF 258 FEET, LOCATED ABOUT 4 MILES EAST OF HAMLET. EB2900' EB2900'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 74 AND HAMLET EB2900'AVENUE IN HAMLET, GO EAST ON HIGHWAY 74 FOR 1.6 MILES TO THE EB2900'JUNCTION WITH COUNTY ROAD 1601. TURN LEFT AND GO NORTH ON ROAD 1601 EB2900'FOR 1.5 MILES TO A PAVED SIDE ROAD RIGHT. TURN RIGHT AND GO EAST EB2900'ON PAVED ROAD FOR 0.05 MILE TO A CONCRETE BUILDING AND THE TOWER EB2900'ON THE RIGHT. EB2900' EB2900'THE TOWER IS OWNED BY THE SOUTHERN BELL TELEPHONE COMPANY. EB2900' EB2900'NOTE--THE SOUTHERN BELL TELEPHONE COMPANY WAS CONTACTED AND STATED EB2900'THIS TOWER DID NOT HAVE CALL LETTERS. EB2900 EB2900 STATION RECOVERY (1978) EB2900 EB2900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2900'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB2900 EB2900 STATION RECOVERY (1985) EB2900 EB2900'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB2900'RECOVERED IN GOOD CONDITION. EB2900 EB2900 STATION RECOVERY (1993) EB2900 EB2900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB2900'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1279 *********************************************************************** EB1279 DESIGNATION - HAMLET TRAVERSE TIE EB1279 PID - EB1279 EB1279 STATE/COUNTY- NC/RICHMOND EB1279 USGS QUAD - HAMLET (1982) EB1279 EB1279 *CURRENT SURVEY CONTROL EB1279 ___________________________________________________________________ EB1279* NAD 83(1986)- 34 53 15.63477(N) 079 42 32.47879(W) ADJUSTED EB1279* NAVD 88 - 123.924 (meters) 406.57 (feet) ADJUSTED EB1279 ___________________________________________________________________ EB1279 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB1279 GEOID HEIGHT- -31.48 (meters) GEOID03 EB1279 DYNAMIC HT - 123.809 (meters) 406.20 (feet) COMP EB1279 MODELED GRAV- 979,705.1 (mgal) NAVD 88 EB1279 EB1279 HORZ ORDER - SECOND EB1279 VERT ORDER - FIRST CLASS II EB1279 EB1279.The North Carolina HARNS have been completed but, EB1279.due to contractual restrictions, coordinates for these stations EB1279.will NOT be published in the near future. In the interim, the EB1279.published coordinates in North Carolina will not be EB1279.consistent with the Continuously Operating Reference Stations EB1279.(CORS). The HARN coordinates for these stations are available EB1279.upon request. Contact Gary Thompson(919-733-3836). EB1279. EB1279.In addition, the published North Carolina positions EB1279.(NAD 83 (1986)) are NOT consistent with those determined in EB1279.adjacent state readjustments. The discontinuity between stations EB1279.located in North Carolina and those in adjacent states EB1279.which have been adjusted to the HARN may be as much as 5 EB1279.decimeters. This will result in a significant loss of accuracy EB1279.over lines crossing such state borders. EB1279 EB1279 EB1279.The horizontal coordinates were established by classical geodetic methods EB1279.and adjusted by the National Geodetic Survey in July 1998. EB1279 EB1279.The orthometric height was determined by differential leveling EB1279.and adjusted by the National Geodetic Survey in June 1991. EB1279 EB1279.The Laplace correction was computed from DEFLEC99 derived deflections. EB1279 EB1279.The geoid height was determined by GEOID03. EB1279 EB1279.The dynamic height is computed by dividing the NAVD 88 EB1279.geopotential number by the normal gravity value computed on the EB1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1279.degrees latitude (g = 980.6199 gals.). EB1279 EB1279.The modeled gravity was interpolated from observed gravity values. EB1279 EB1279; North East Units Scale Factor Converg. EB1279;SPC NC - 126,434.341 544,795.094 MT 0.99989266 -0 24 33.2 EB1279;SPC NC - 414,810.00 1,787,381.90 sFT 0.99989266 -0 24 33.2 EB1279;UTM 17 - 3,861,347.145 617,968.124 MT 0.99977152 +0 44 18.5 EB1279 EB1279! - Elev Factor x Scale Factor = Combined Factor EB1279!SPC NC - 0.99998549 x 0.99989266 = 0.99987815 EB1279!UTM 17 - 0.99998549 x 0.99977152 = 0.99975701 EB1279 EB1279: Primary Azimuth Mark Grid Az EB1279:SPC NC - MARTIN 249 29 23.2 EB1279:UTM 17 - MARTIN 248 20 31.5 EB1279 EB1279|---------------------------------------------------------------------| EB1279| PID Reference Object Distance Geod. Az | EB1279| dddmmss.s | EB1279| EB3326 HAMLET TRAVERSE TIE RM 1 34.266 METERS 03238 | EB1279| EB2847 HAMLET CITY WATER TANK 10.060 METERS 08207 | EB1279| CS5819 HAMLET TRAVERSE RM 2 AZIMUTH 1144447.3 | EB1279| EB3327 HAMLET TRAVERSE TIE RM 2 AZIMUTH 1144646.0 | EB1279| EB3328 HAMLET TRAVERSE TIE RM 3 25.847 METERS 14918 | EB1279| EB3000 MARTIN APPROX. 7.6 KM 2490450.0 | EB1279| EB2954 ROCKINGHAM MUNICIPAL TANK APPROX. 8.1 KM 3142810.6 | EB1279| EB2952 E ROCKINGHAM SHORT WATER TANK APPROX. 8.1 KM 3163406.3 | EB1279| EB1566 RICE 161.911 METERS 34834 | EB1279|---------------------------------------------------------------------| EB1279 EB1279 SUPERSEDED SURVEY CONTROL EB1279 EB1279 NAD 83(1986)- 34 53 15.63141(N) 079 42 32.48085(W) AD( ) 1 EB1279 NAD 27 - 34 53 15.06700(N) 079 42 33.28400(W) AD( ) 1 EB1279 NAVD 88 (07/24/98) 123.92 (m) 406.6 (f) LEVELING 3 EB1279 NGVD 29 (10/06/93) 124.194 (m) 407.46 (f) ADJUSTED 1 2 EB1279 EB1279.Superseded values are not recommended for survey control. EB1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1279.See file dsdata.txt to determine how the superseded data were derived. EB1279 EB1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1796861347(NAD 83) EB1279_MARKER: DS = TRIANGULATION STATION DISK EB1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1279_SP_SET: CONCRETE POST EB1279_STAMPING: HAMLET TRAVERSE TIE EB1279_MARK LOGO: CGS EB1279_PROJECTION: PROJECTING 5 CENTIMETERS EB1279_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1279+STABILITY: SURFACE MOTION EB1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB1279+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993 EB1279 EB1279 HISTORY - Date Condition Report By EB1279 HISTORY - 1933 MONUMENTED CGS EB1279 HISTORY - 1963 GOOD CGS EB1279 HISTORY - 1963 GOOD CGS EB1279 HISTORY - 1964 GOOD AMS EB1279 HISTORY - 1967 GOOD CGS EB1279 HISTORY - 1970 GOOD NCGS EB1279 HISTORY - 1978 GOOD NCGS EB1279 HISTORY - 1979 GOOD NGS EB1279 HISTORY - 1980 GOOD NCGS EB1279 HISTORY - 1980 GOOD NCGS EB1279 HISTORY - 19930727 GOOD NCGS EB1279 EB1279 STATION DESCRIPTION EB1279 EB1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EB1279'AT HAMLET, ON PROPERTY BELONGING TO HAMLET WATER CO., ABOUT EB1279'0.6 MILE WEST-NORTHWEST ALONG MAIN STREET FROM DOWNTOWN RAILWAY EB1279'JUNCTION, IN NORTHWEST CORNER OF TRIANAGLE FORMED BY INTERSECTION EB1279'OF MAIN AND ENTWISTLE STREETS AND HYLAND AVENUE, 9.418 METERS EB1279'(30.90 FEET) EAST OF NORTHWEST POINT OF OUTER EDGE OF LOW BRICK EB1279'WALL ENCLOSING TRIANGLE AND 0.41 METER (1.3 FEET) SOUTH OF LINE EB1279'BETWEEN CENTER OF PIPE OF CITY WATER TANK (AT ABOUT CENTER OF EB1279'TRIANGLE) AND ABOVE-MENTIONED POINT ON WALL. SURFACE AND EB1279'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE. EB1279'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS EB1279'CEMENTED IN STREET CURBING. EB1279'REFERENCE MARK NO. 1 IS AT SOUTHWEST EB1279'CORNER OF INTERSECTION OF HYLAND AVENUE AND EB1279'ENTWISTLE STREET AND 34.266 METERS (112.42 FEET) FROM EB1279'STATION, BEARING N 32 DEG 38 MIN E. REFERENCE MARK NO. 2 EB1279'REFERENCE MARK NO. 2 (AZIMUTH MARK) EB1279'IS 36 FEET SOUTHWEST OF INTERSECTION OF MAIN STREET EB1279'AND NORTHEAST-SOUTHWEST UNPAVED STREET, 15 FEET SOUTH OF EB1279'CENTER LINE OF MAIN STREET (NORTH CAROLINA HIGHWAY 204) AND EB1279'0.15 MILE FROM STATION, BEARING S 65 DEG 14 MIN 49 SEC E. EB1279'REFERENCE MARK NO. 3 IS 15.2 FEET SOUTH OF CENTER LINE EB1279'OF MAIN STREET, 2 FEET EAST OF GUY POLE IN TELEPHONE LINE AND EB1279'25.847 METERS (84.80 FEET) (SLOPE) FROM STATION, BEARING S EB1279'30 DEG 42 MIN E. EB1279'CENTER OF PIPE OF WATER TANK IS 10.134 EB1279'METERS (33.25 FEET) FROM STATION, BEARING N 81 DEG 55 MIN E. EB1279'THIS PIPE WAS USED AS REFERENCE MARK FOR STATION HAMLET. EB1279 EB1279 STATION RECOVERY (1963) EB1279 EB1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ) EB1279'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN EB1279'GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE EB1279'STREETS ARE NOW ALL PAVED AND THE UNPAVED STREET REFERRED TO IN THE EB1279'DESCRIPTION OF REFERENCE MARK NO. 2 IS AUSTIN STREET. A ROW OF EB1279'EVERGREENS HAVE BEEN PLANTED ALONG MAIN STREET SO THAT EB1279'CONSIDERABLE CLEARING WOULD BE NECESSARY TO SEE REFERENCE MARK NO. EB1279'2. EB1279 EB1279 STATION RECOVERY (1963) EB1279 EB1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFJ) EB1279'STATION AND REFERENCE MARKS NO. 1 AND NO. 3 WERE FOUND IN GOOD EB1279'CONDITION. EB1279' EB1279'REFERENCE MARKS NO. 1 AND NO. 3 DID NOT CHECK AS TO DISTANCE. AND EB1279'AZIMUTH, SLIGHT ERROR--APPROXIMATELY 1.2 FEET. EB1279 EB1279 STATION RECOVERY (1964) EB1279 EB1279'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 (HGK) EB1279'RECOVERED AS DESCRIBED. EB1279 EB1279 STATION RECOVERY (1967) EB1279 EB1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB1279'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1933. STATION MARK EB1279'PROJECTS 4 INCHES, RMS 1 AND 3 ARE IN THE ROUNDED CURBINGS AS EB1279'DESCRIBED. RM 2 (AZIMUTH MARK) IS IN THE CURB AT THE JUNCTION OF EB1279'MAIN, AUSTIN, PEACH AND BAUERSFELD STREETS WHICH ARE ALL PAVED. EB1279'IT IS 40 FEET EAST OF THE CENTER OF AUSTIN ST. AND 17 FEET SOUTH OF EB1279'THE CENTER OF MAIN ST., AND 0.8 FOOT NORTH OF THE ANCHOR OF A EB1279'WIRE BRACE ON A TRANSFORMER POLE. EB1279' EB1279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMLET. EB1279 EB1279 STATION RECOVERY (1970) EB1279 EB1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB1279'ALL MARKS WERE FOUND IN GOOD CONDITION. EB1279 EB1279 STATION RECOVERY (1978) EB1279 EB1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1279'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB1279' EB1279'THE REFERENCE MARKS WERE 1, 2 AND 3. EB1279 EB1279 STATION RECOVERY (1979) EB1279 EB1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 EB1279'IN HAMLET. EB1279'AT THE JUNCTION OF MAIN AND ENTWISTLE STREETS, AT THE NORTHEAST ONE EB1279'OF TWO CITY WATER TOWERS, 38.4 FT. SOUTH OF THE CENTERLINE OF EB1279'ENTWISTLE STREET, 36.4 FT. NORTHEAST OF THE CENTERLINE OF MAIN STREET, EB1279'113.2 FT. NORTHEAST OF BENCH MARK L 252, 13.4 FT. WEST OF THE WEST EB1279'CORNER OF THE NORTHWEST LEG OF THE WATER TOWER. EB1279'THE MARK IS 2 FT ABOVE MAIN STREET. EB1279 EB1279 STATION RECOVERY (1980) EB1279 EB1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1279'ABOUT 0.6 MILE WEST-NORTHWEST ALONG MAIN STREET FROM THE MAIN JUNCTION EB1279'OF SEABOARD COAST LINE RAILROAD IN HAMLET AND AT THE EASTERNMOST EB1279'OF TWO CITY WATER TANKS, 21.5 FEET NORTHEAST OF EAST CURB OF MAIN EB1279'STREET, 23.0 FEET SOUTH OF SOUTH CURB OF ENTWISTLE STREET, 32.2 FEET EB1279'WEST OF CENTER PIPE STAND OF TANK, 29.5 FEET NORTHWEST OF WEST CORNER EB1279'OF FOUNDATION OF WEST LEG AND 13.3 FEET SOUTHWEST OF WEST CORNER OF EB1279'FOUNDATION OF NORTH LEG. EB1279'THE MARK IS 2 FT ABOVE STREET. EB1279 EB1279 STATION RECOVERY (1980) EB1279 EB1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1279'ALL MARKS WERE RECOVERED IN GOOD CONDITION. A COMPLETE NEW EB1279'DESCRIPTION FOLLOWS. EB1279' EB1279'THE STATION IS IN HAMLET, 0.5 MILE WEST OF THE POST OFFICE AT TWO EB1279'ELEVATED WATER TANKS IN THE TRIANGLE FORMED BY MAIN STREET, ENTWISTLE EB1279'STREET AND HYLAN AVENUE. EB1279' EB1279'THE STATION MARK IS A STANDARD DISK STAMPED---HAMLET TRAVERSE TIE--- EB1279'SET IN A SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES ABOVE THE GROUND EB1279'SURFACE. THE MARK IS 21.5 FEET NORTHEAST OF THE EAST CURB OF MAIN EB1279'STREET, 23.0 FEET SOUTH OF THE SOUTH CURB OF ENTWISTLE STREET, EB1279'32.2 FEET WEST OF STAND PIPE OF EAST TANK, 29.5 FEET NORTHWEST OF THE EB1279'WEST CORNER OF WEST LEG FOUNDATION AND 13.3 FEET SOUTHWEST OF THE WEST EB1279'CORNER OF NORTH LEG FOUNDATION. EB1279' EB1279'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---HAMLET TRAVERSE TIE NO 1 EB1279'1933--- SET IN THE CURB OF THE STREET CORNER. THE MARK IS 18.2 FEET EB1279'NORTHEAST OF THE CENTERLINE OF HYLAN AVENUE, 15.7 FEET NORTHWEST OF EB1279'THE CENTERLINE OF ENTWISTLE STREET AND 13.6 FEET NORTHEAST OF A EB1279'MANHOLE. EB1279' EB1279'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---HAMLET TRAVERSE TIE EB1279'NO 3 1933--- SET IN THE CURB OF MAIN STREET. THE MARK IS 15.6 FEET EB1279'SOUTH-SOUTHWEST OF THE CENTERLINE OF MAIN STREET, 77.9 FEET SOUTHWEST EB1279'OF THE CENTERLINE OF HYLAN AVE AND 0.9 FEET NORTH OF A POWER POLE WITH EB1279'REFERENCE TAG. EB1279' EB1279'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HAMLET TRAVERSE TIE NO 2 EB1279'1933--- SET IN THE CURB OF THE STREET CORNER. THE MARK IS 15.4 FEET EB1279'SOUTHWEST OF THE CENTERLINE OF MAIN STREET, 39.9 FEET SOUTHEAST OF THE EB1279'CENTERLINE OF AUSTIN STREET AND 13.9 FEET NORTHWEST OF A POWER POLE EB1279'WITH REFERENCE TAG. EB1279' EB1279'TO REACH THE STATION PROCEED EAST ALONG MAIN STREET FOR 0.15 MILE TO EB1279'INTERSECTION WITH AUSTIN, BAUERSFELD AND PEACH STREETS. EB1279 EB1279 STATION RECOVERY (1993) EB1279 EB1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1279'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3026 *********************************************************************** EB3026 DESIGNATION - HARRINGTON EB3026 PID - EB3026 EB3026 STATE/COUNTY- NC/RICHMOND EB3026 USGS QUAD - DIGGS (1982) EB3026 EB3026 *CURRENT SURVEY CONTROL EB3026 ___________________________________________________________________ EB3026* NAD 83(1986)- 34 52 12.31057(N) 079 47 05.01694(W) ADJUSTED EB3026* NAVD 88 - 96.127 (meters) 315.38 (feet) ADJUSTED EB3026 ___________________________________________________________________ EB3026 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EB3026 GEOID HEIGHT- -31.29 (meters) GEOID03 EB3026 DYNAMIC HT - 96.040 (meters) 315.09 (feet) COMP EB3026 MODELED GRAV- 979,720.5 (mgal) NAVD 88 EB3026 EB3026 HORZ ORDER - SECOND EB3026 VERT ORDER - SECOND CLASS II EB3026 EB3026.The North Carolina HARNS have been completed but, EB3026.due to contractual restrictions, coordinates for these stations EB3026.will NOT be published in the near future. In the interim, the EB3026.published coordinates in North Carolina will not be EB3026.consistent with the Continuously Operating Reference Stations EB3026.(CORS). The HARN coordinates for these stations are available EB3026.upon request. Contact Gary Thompson(919-733-3836). EB3026. EB3026.In addition, the published North Carolina positions EB3026.(NAD 83 (1986)) are NOT consistent with those determined in EB3026.adjacent state readjustments. The discontinuity between stations EB3026.located in North Carolina and those in adjacent states EB3026.which have been adjusted to the HARN may be as much as 5 EB3026.decimeters. This will result in a significant loss of accuracy EB3026.over lines crossing such state borders. EB3026 EB3026 EB3026.The horizontal coordinates were established by classical geodetic methods EB3026.and adjusted by the National Geodetic Survey in July 1986. EB3026 EB3026.The orthometric height was determined by differential leveling EB3026.and adjusted by the National Geodetic Survey in August 2000. EB3026.No vertical observational check was made to the station. EB3026 EB3026.The Laplace correction was computed from DEFLEC99 derived deflections. EB3026 EB3026.The geoid height was determined by GEOID03. EB3026 EB3026.The dynamic height is computed by dividing the NAVD 88 EB3026.geopotential number by the normal gravity value computed on the EB3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3026.degrees latitude (g = 980.6199 gals.). EB3026 EB3026.The modeled gravity was interpolated from observed gravity values. EB3026 EB3026; North East Units Scale Factor Converg. EB3026;SPC NC - 124,535.258 537,860.204 MT 0.99989464 -0 27 10.5 EB3026;SPC NC - 408,579.43 1,764,629.69 sFT 0.99989464 -0 27 10.5 EB3026;SPC SC - 337,436.856 720,714.025 MT 1.00001327 +0 40 25.5 EB3026;SPC SC - 1,107,076.30 2,364,547.33 iFT 1.00001327 +0 40 25.5 EB3026;UTM 17 - 3,859,309.803 611,073.574 MT 0.99975206 +0 41 41.5 EB3026 EB3026! - Elev Factor x Scale Factor = Combined Factor EB3026!SPC NC - 0.99998982 x 0.99989464 = 0.99988446 EB3026!SPC SC - 0.99998982 x 1.00001327 = 1.00000309 EB3026!UTM 17 - 0.99998982 x 0.99975206 = 0.99974189 EB3026 EB3026: Primary Azimuth Mark Grid Az EB3026:SPC NC - PRESSLEY 030 23 24.2 EB3026:SPC SC - PRESSLEY 029 15 48.2 EB3026:UTM 17 - PRESSLEY 029 14 32.2 EB3026 EB3026|---------------------------------------------------------------------| EB3026| PID Reference Object Distance Geod. Az | EB3026| dddmmss.s | EB3026| EB2978 PRESSLEY APPROX. 2.1 KM 0295613.7 | EB3026| EB3023 MCCAIN 470.965 METERS 1190333.5 | EB3026|---------------------------------------------------------------------| EB3026 EB3026 SUPERSEDED SURVEY CONTROL EB3026 EB3026 NAD 27 - 34 52 11.74303(N) 079 47 05.81618(W) AD( ) 2 EB3026 NGVD 29 (07/19/86) 96.4 (m) 316. (f) VERT ANG EB3026 EB3026.Superseded values are not recommended for survey control. EB3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3026.See file dsdata.txt to determine how the superseded data were derived. EB3026 EB3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1107459310(NAD 83) EB3026_MARKER: DE = TRAVERSE STATION DISK EB3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3026_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3026_STAMPING: HARRINGTON 1970 EB3026_MARK LOGO: NCGS EB3026_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3026+STABILITY: SURFACE MOTION EB3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3026+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998 EB3026 EB3026 HISTORY - Date Condition Report By EB3026 HISTORY - 1970 MONUMENTED NCGS EB3026 HISTORY - 19980310 GOOD NCGS EB3026 EB3026 STATION DESCRIPTION EB3026 EB3026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB3026'HARRINGTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB3026'THE VICINITY OF HAMLET, NORTH CAROLINA. EB3026' EB3026'HARRINGTON IS LOCATED APPROXIMATELY 5.1 MILES WSW OF HAMLET AND 4.8 EB3026'MILES SOUTH OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE Y EB3026'INTERSECTION OF NC 177 AND SR 1900 NEAR THE SOUTHWEST EDGE OF EB3026'HAMLET, GO SOUTHWEST ON SR 1900 FOR 2.95 MILES TO INTERSECTION OF SR EB3026'1900 AND SR 1994, TURN RIGHT ON SR 1994 AND PROCEED 0.85 MILE TO EB3026'INTERSECTION OF SR 1994, SR 1105, AND SR 2001, TURN RIGHT EB3026'ON SR 1105 AND PROCEED 0.6 MILE TO STATION ON LEFT, ON SOUTH SIDE EB3026'OF DRIVEWAY TO HOME OF MR. HARRINGTON, AND 1.5 MILES EAST OF EB3026'INTERSECTION OF SR 1105 AND SR 1971. EB3026' EB3026'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB3026'HARRINGTON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB3026'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB3026' EB3026'MARK IS EB3026' EB3026'28.4 FEET SW OF C/L OF SR 1105. EB3026'32.1 FEET NW OF C/L OF DIRT DRIVE TO HARRINGTON HOME. EB3026'84.1 FEET S OF ALUMINUM REF. TAG ON PP NO. 9H 1817. EB3026'10.5 FEET NW OF BASE OF 5 INCH CEDAR TREE ON W SIDE OF DRIVE. EB3026'38.2 FEET NW OF NW CORNER OF GARAGE ATTACHED TO BRICK HOME. EB3026 EB3026 STATION RECOVERY (1998) EB3026 EB3026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB3026'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. HARRINGTON HOME IS EB3026'NUMBER 644. CEDAR IS NOW 24-INCHES AT BASE AND LINE TO MCCAIN (NCGS) EB3026'IS BLOCKED. MARK IS 29.1 FT (8.9 M) NORTHWEST OF THE NORTHWEST CORNER EB3026'OF ATTACHED GARAGE ON BRICK HOUSE, 7.3 FT (2.2 M) SOUTHEAST OF A WATER EB3026'METER COVER, 33.7 FT (10.3 M) NORTHEAST OF NORTHEAST CORNER OF TRAILER EB3026'(638), AND 132.3 FT (40.3 M) WEST-NORTHWEST OF A HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3664 *********************************************************************** EB3664 DESIGNATION - HAVEN EB3664 PID - EB3664 EB3664 STATE/COUNTY- NC/RICHMOND EB3664 USGS QUAD - ROCKINGHAM (1982) EB3664 EB3664 *CURRENT SURVEY CONTROL EB3664 ___________________________________________________________________ EB3664* NAD 83(1986)- 34 52 52.07384(N) 079 49 05.44188(W) ADJUSTED EB3664* NAVD 88 - 71.7 (meters) 235. (feet) VERTCON EB3664 ___________________________________________________________________ EB3664 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EB3664 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3664 EB3664 HORZ ORDER - SECOND EB3664 EB3664.The North Carolina HARNS have been completed but, EB3664.due to contractual restrictions, coordinates for these stations EB3664.will NOT be published in the near future. In the interim, the EB3664.published coordinates in North Carolina will not be EB3664.consistent with the Continuously Operating Reference Stations EB3664.(CORS). The HARN coordinates for these stations are available EB3664.upon request. Contact Gary Thompson(919-733-3836). EB3664. EB3664.In addition, the published North Carolina positions EB3664.(NAD 83 (1986)) are NOT consistent with those determined in EB3664.adjacent state readjustments. The discontinuity between stations EB3664.located in North Carolina and those in adjacent states EB3664.which have been adjusted to the HARN may be as much as 5 EB3664.decimeters. This will result in a significant loss of accuracy EB3664.over lines crossing such state borders. EB3664 EB3664 EB3664.The horizontal coordinates were established by classical geodetic methods EB3664.and adjusted by the National Geodetic Survey in March 1990. EB3664 EB3664.The NAVD 88 height was computed by applying the VERTCON shift value to EB3664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3664 EB3664.The Laplace correction was computed from DEFLEC99 derived deflections. EB3664 EB3664.The geoid height was determined by GEOID03. EB3664 EB3664; North East Units Scale Factor Converg. EB3664;SPC NC - 125,785.129 534,812.191 MT 0.99989339 -0 28 20.0 EB3664;SPC NC - 412,680.04 1,754,629.66 sFT 0.99989339 -0 28 20.0 EB3664;UTM 17 - 3,860,498.184 608,001.581 MT 0.99974376 +0 40 33.3 EB3664 EB3664! - Elev Factor x Scale Factor = Combined Factor EB3664!SPC NC - 0.99999364 x 0.99989339 = 0.99988703 EB3664!UTM 17 - 0.99999364 x 0.99974376 = 0.99973740 EB3664 EB3664 SUPERSEDED SURVEY CONTROL EB3664 EB3664 NGVD 29 (03/28/90) 72.0 (m) 236. (f) VERT ANG EB3664 EB3664.Superseded values are not recommended for survey control. EB3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3664.See file dsdata.txt to determine how the superseded data were derived. EB3664 EB3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0800260498(NAD 83) EB3664_MARKER: DE = TRAVERSE STATION DISK EB3664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3664_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3664_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3664+STABILITY: SURFACE MOTION EB3664 EB3664 HISTORY - Date Condition Report By EB3664 HISTORY - 1977 MONUMENTED NCGS EB3664 EB3664 STATION DESCRIPTION EB3664 EB3664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3664'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTH OF CORDOVA AND EB3664'4.8 MILES SOUTHWEST OF ROCKINGHAM. EB3664' EB3664'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3664'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3664'SOUTHWEST ALONG US 1 FOR 3.75 MILES TO STATION ON RIGHT, BETWEEN THIRD EB3664'AND FOURTH REFLECTOR BOARDS, 0.2 MILE SOUTHWEST OF SR 1105 EB3664'INTERSECTION. EB3664' EB3664'STATION MARK IS A STANDARD DISK STAMPED---HAVEN 1977---, SET IN THE EB3664'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3664'THE MARK IS 29.8 FEET NORTHWEST OF THE CENTERLINE OF US 1, 28.2 FEET EB3664'WEST OF THIRD REFLECTOR BOARD WITH REFERENCE TAG, 15.8 FEET EB3664'SOUTH-SOUTHEAST OF A 10 INCH GUM WITH REFERENCE TAG, 26.4 FEET EB3664'EAST-NORTHEAST OF A 10 INCH GUM WITH REFERENCE TAG AND 37.4 FEET EB3664'SOUTH-SOUTHWEST OF A 16 INCH POPLAR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5758 *********************************************************************** EZ5758 DESIGNATION - HAYWOOD EZ5758 PID - EZ5758 EZ5758 STATE/COUNTY- NC/RICHMOND EZ5758 USGS QUAD - ELLERBE (1982) EZ5758 EZ5758 *CURRENT SURVEY CONTROL EZ5758 ___________________________________________________________________ EZ5758* NAD 83(1986)- 35 05 59.30433(N) 079 45 24.22416(W) ADJUSTED EZ5758* NAVD 88 - 165.5 (meters) 543. (feet) VERTCON EZ5758 ___________________________________________________________________ EZ5758 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EZ5758 GEOID HEIGHT- -30.98 (meters) GEOID03 EZ5758 EZ5758 HORZ ORDER - SECOND EZ5758 EZ5758.The North Carolina HARNS have been completed but, EZ5758.due to contractual restrictions, coordinates for these stations EZ5758.will NOT be published in the near future. In the interim, the EZ5758.published coordinates in North Carolina will not be EZ5758.consistent with the Continuously Operating Reference Stations EZ5758.(CORS). The HARN coordinates for these stations are available EZ5758.upon request. Contact Gary Thompson(919-733-3836). EZ5758. EZ5758.In addition, the published North Carolina positions EZ5758.(NAD 83 (1986)) are NOT consistent with those determined in EZ5758.adjacent state readjustments. The discontinuity between stations EZ5758.located in North Carolina and those in adjacent states EZ5758.which have been adjusted to the HARN may be as much as 5 EZ5758.decimeters. This will result in a significant loss of accuracy EZ5758.over lines crossing such state borders. EZ5758 EZ5758 EZ5758.The horizontal coordinates were established by classical geodetic methods EZ5758.and adjusted by the National Geodetic Survey in March 1990. EZ5758 EZ5758.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5758 EZ5758.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5758 EZ5758.The geoid height was determined by GEOID03. EZ5758 EZ5758; North East Units Scale Factor Converg. EZ5758;SPC NC - 149,996.949 540,614.023 MT 0.99987609 -0 26 12.3 EZ5758;SPC NC - 492,114.99 1,773,664.51 sFT 0.99987609 -0 26 12.3 EZ5758;UTM 17 - 3,884,818.335 613,315.652 MT 0.99975825 +0 42 53.9 EZ5758 EZ5758! - Elev Factor x Scale Factor = Combined Factor EZ5758!SPC NC - 0.99997888 x 0.99987609 = 0.99985497 EZ5758!UTM 17 - 0.99997888 x 0.99975825 = 0.99973713 EZ5758 EZ5758 SUPERSEDED SURVEY CONTROL EZ5758 EZ5758 NGVD 29 (03/28/90) 165.8 (m) 544. (f) VERT ANG EZ5758 EZ5758.Superseded values are not recommended for survey control. EZ5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5758.See file dsdata.txt to determine how the superseded data were derived. EZ5758 EZ5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1331684818(NAD 83) EZ5758_MARKER: DE = TRAVERSE STATION DISK EZ5758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5758_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5758_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5758+STABILITY: SURFACE MOTION EZ5758 EZ5758 HISTORY - Date Condition Report By EZ5758 HISTORY - 1977 MONUMENTED NCGS EZ5758 EZ5758 STATION DESCRIPTION EZ5758 EZ5758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5758'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF ELLERBE AND EZ5758'3.8 MILES SOUTHWEST OF PLAINVIEW. EZ5758' EZ5758'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH EZ5758'OF ELLERBE, PROCEED NORTHERLY ALONG US 220 AND NC 73 FOR 0.8 MILE TO EZ5758'STATION ON RIGHT BANK, ACROSS HIGHWAY AND ON PROLONGATION OF SOUTH EZ5758'EDGE OF DRIVE TO HAYWOOD RESIDENCE, AND 0.15 MILE NORTHEAST OF SR 1317 EZ5758'INTERSECTION. EZ5758' EZ5758'STATION MARK IS A STANDARD DISK STAMPED---HAYWOOD 1977---, SET IN THE EZ5758'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5758'THE MARK IS 32.2 FEET EAST-SOUTHEAST OF THE CENTERLINE OF US 220, EZ5758'125.4 FEET NORTH-NORTHEAST OF A POWER POLE 2-134 WITH REFERENCE TAG, EZ5758'112.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK EZ5758'BUILDING AND 99.3 FEET EAST-NORTHEAST OF A TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5759 *********************************************************************** EZ5759 DESIGNATION - HEREFORDS EZ5759 PID - EZ5759 EZ5759 STATE/COUNTY- NC/RICHMOND EZ5759 USGS QUAD - NORMAN (1983) EZ5759 EZ5759 *CURRENT SURVEY CONTROL EZ5759 ___________________________________________________________________ EZ5759* NAD 83(1986)- 35 08 50.22115(N) 079 42 48.26026(W) ADJUSTED EZ5759* NAVD 88 - 181.334 (meters) 594.93 (feet) ADJUSTED EZ5759 ___________________________________________________________________ EZ5759 LAPLACE CORR- -4.05 (seconds) DEFLEC99 EZ5759 GEOID HEIGHT- -31.01 (meters) GEOID03 EZ5759 DYNAMIC HT - 181.168 (meters) 594.38 (feet) COMP EZ5759 MODELED GRAV- 979,717.8 (mgal) NAVD 88 EZ5759 EZ5759 HORZ ORDER - SECOND EZ5759 VERT ORDER - SECOND CLASS II EZ5759 EZ5759.The North Carolina HARNS have been completed but, EZ5759.due to contractual restrictions, coordinates for these stations EZ5759.will NOT be published in the near future. In the interim, the EZ5759.published coordinates in North Carolina will not be EZ5759.consistent with the Continuously Operating Reference Stations EZ5759.(CORS). The HARN coordinates for these stations are available EZ5759.upon request. Contact Gary Thompson(919-733-3836). EZ5759. EZ5759.In addition, the published North Carolina positions EZ5759.(NAD 83 (1986)) are NOT consistent with those determined in EZ5759.adjacent state readjustments. The discontinuity between stations EZ5759.located in North Carolina and those in adjacent states EZ5759.which have been adjusted to the HARN may be as much as 5 EZ5759.decimeters. This will result in a significant loss of accuracy EZ5759.over lines crossing such state borders. EZ5759 EZ5759 EZ5759.The horizontal coordinates were established by classical geodetic methods EZ5759.and adjusted by the National Geodetic Survey in March 1990. EZ5759 EZ5759.The orthometric height was determined by differential leveling EZ5759.and adjusted by the National Geodetic Survey in August 2000. EZ5759 EZ5759.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5759 EZ5759.The geoid height was determined by GEOID03. EZ5759 EZ5759.The dynamic height is computed by dividing the NAVD 88 EZ5759.geopotential number by the normal gravity value computed on the EZ5759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5759.degrees latitude (g = 980.6199 gals.). EZ5759 EZ5759.The modeled gravity was interpolated from observed gravity values. EZ5759 EZ5759; North East Units Scale Factor Converg. EZ5759;SPC NC - 155,234.132 544,601.371 MT 0.99987425 -0 24 42.3 EZ5759;SPC NC - 509,297.31 1,786,746.33 sFT 0.99987425 -0 24 42.3 EZ5759;UTM 17 - 3,890,134.039 617,196.458 MT 0.99976927 +0 44 26.7 EZ5759 EZ5759! - Elev Factor x Scale Factor = Combined Factor EZ5759!SPC NC - 0.99997640 x 0.99987425 = 0.99985066 EZ5759!UTM 17 - 0.99997640 x 0.99976927 = 0.99974568 EZ5759 EZ5759 SUPERSEDED SURVEY CONTROL EZ5759 EZ5759 NGVD 29 (03/28/90) 181.8 (m) 596. (f) VERT ANG EZ5759 EZ5759.Superseded values are not recommended for survey control. EZ5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5759.See file dsdata.txt to determine how the superseded data were derived. EZ5759 EZ5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1719690134(NAD 83) EZ5759_MARKER: DE = TRAVERSE STATION DISK EZ5759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5759_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5759_STAMPING: HEREFORDS EZ5759_MARK LOGO: NCGS EZ5759_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5759+STABILITY: SURFACE MOTION EZ5759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5759+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1998 EZ5759 EZ5759 HISTORY - Date Condition Report By EZ5759 HISTORY - 1977 MONUMENTED NCGS EZ5759 HISTORY - 19930928 GOOD NCGS EZ5759 HISTORY - 19980211 GOOD NCGS EZ5759 EZ5759 STATION DESCRIPTION EZ5759 EZ5759'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5759'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTH-SOUTHEAST OF EZ5759'NORMAN AND 6.0 MILES NORTHEAST OF ELLERBE. EZ5759' EZ5759'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 IN EZ5759'PLANVIEW, PROCEED NORTHEAST ALONG NC 73 FOR 0.4 MILE TO STATION ON THE EZ5759'LEFT BANK, ABOUT 1 FOOT ABOVE ROAD AND UNDER POWER LINE AND 0.35 MILE EZ5759'WEST OF Y INTERSECTION WITH SR 1461 (WEST END OF CALDONIA ROAD). EZ5759' EZ5759'STATION MARK IS A STANDARD DISK STAMPED---HEREFORDS 1977---SET IN THE EZ5759'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5759'THE MARK IS 36.4 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 73, 33.9 EZ5759'FEET EAST-NORTHEAST OF POWER POLE WITH REFERENCE TAG, 75.2 FEET NORTH EZ5759'NORTHWEST OF BRACED FENCE POST ACROSS HIGHWAY WITH REFERENCE TAG, 91.8 EZ5759'FEET NORTH-NORTHEAST OF FENCE POST ACROSS HIGHWAY WITH REFERENCE TAG EZ5759'AND 261.6 FEET WEST-SOUTHWEST OF POST OF TELEPHONE PEDESTAL WITH EZ5759'REFERENCE TAG. EZ5759 EZ5759 STATION RECOVERY (1993) EZ5759 EZ5759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5759'RECOVERED AS DESCRIBED. HALF OF THE DISK IS MISSING BUT THE MARK EZ5759'APPEARS STABLE. LOCATED 38.7 FT (11.8 M) EASTOF A POWER POLE WITH A EZ5759'REFERENCE TAG. NORMAN RICHMOND COUNTY TANK IS VISIBLE AND THE GRID EZ5759'AZIMUTH IS--74-30-19.14--. EZ5759 EZ5759 STATION RECOVERY (1998) EZ5759 EZ5759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5759'RECOVERED IN FAIR CONDITION. STATION HAS BEEN HIT BY MOWING MACHINE. EZ5759'SOME CONCRETE AND PART OF DISK HAVE BEEN BROKEN OFF. THE DATE AND THE EZ5759'LETTERS (HE) CAN BE SEEN. THE MARK IS UPRIGHT AND SOLID IN THE GROUND EZ5759'RECESSED 1-INCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3697 *********************************************************************** EZ3697 DESIGNATION - HOFFMAN A EZ3697 PID - EZ3697 EZ3697 STATE/COUNTY- NC/RICHMOND EZ3697 USGS QUAD - HOFFMAN (1982) EZ3697 EZ3697 *CURRENT SURVEY CONTROL EZ3697 ___________________________________________________________________ EZ3697* NAD 83(1986)- 35 02 34.08778(N) 079 30 34.71650(W) ADJUSTED EZ3697* NAVD 88 - 114.27 (+/-2cm) 374.9 (feet) VERTCON EZ3697 ___________________________________________________________________ EZ3697 LAPLACE CORR- -4.45 (seconds) DEFLEC99 EZ3697 GEOID HEIGHT- -31.81 (meters) GEOID03 EZ3697 EZ3697 HORZ ORDER - FIRST EZ3697 VERT ORDER - THIRD ? (See Below) EZ3697 EZ3697.The North Carolina HARNS have been completed but, EZ3697.due to contractual restrictions, coordinates for these stations EZ3697.will NOT be published in the near future. In the interim, the EZ3697.published coordinates in North Carolina will not be EZ3697.consistent with the Continuously Operating Reference Stations EZ3697.(CORS). The HARN coordinates for these stations are available EZ3697.upon request. Contact Gary Thompson(919-733-3836). EZ3697. EZ3697.In addition, the published North Carolina positions EZ3697.(NAD 83 (1986)) are NOT consistent with those determined in EZ3697.adjacent state readjustments. The discontinuity between stations EZ3697.located in North Carolina and those in adjacent states EZ3697.which have been adjusted to the HARN may be as much as 5 EZ3697.decimeters. This will result in a significant loss of accuracy EZ3697.over lines crossing such state borders. EZ3697 EZ3697 EZ3697.The horizontal coordinates were established by classical geodetic methods EZ3697.and adjusted by the National Geodetic Survey in July 1986. EZ3697 EZ3697.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3697.The vertical order pertains to the NGVD 29 superseded value. EZ3697 EZ3697.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3697 EZ3697.The geoid height was determined by GEOID03. EZ3697 EZ3697; North East Units Scale Factor Converg. EZ3697;SPC NC - 143,529.932 563,106.861 MT 0.99987921 -0 17 38.9 EZ3697;SPC NC - 470,897.79 1,847,459.76 sFT 0.99987921 -0 17 38.9 EZ3697;UTM 17 - 3,878,804.924 635,931.910 MT 0.99982773 +0 51 21.2 EZ3697 EZ3697! - Elev Factor x Scale Factor = Combined Factor EZ3697!SPC NC - 0.99998706 x 0.99987921 = 0.99986627 EZ3697!UTM 17 - 0.99998706 x 0.99982773 = 0.99981479 EZ3697 EZ3697: Primary Azimuth Mark Grid Az EZ3697:SPC NC - HOFFMAN 253 46 20.2 EZ3697:UTM 17 - HOFFMAN 252 37 20.1 EZ3697 EZ3697|---------------------------------------------------------------------| EZ3697| PID Reference Object Distance Geod. Az | EZ3697| dddmmss.s | EZ3697| EZ3696 CARR 183.695 METERS 07152 | EZ3697| EZ1512 HOFFMAN APPROX. 3.2 KM 2532841.3 | EZ3697| EZ5579 HOFFMAN A RM 15.350 METERS 33642 | EZ3697|---------------------------------------------------------------------| EZ3697 EZ3697 SUPERSEDED SURVEY CONTROL EZ3697 EZ3697 NAD 27 - 35 02 33.53108(N) 079 30 35.56386(W) AD( ) 1 EZ3697 NGVD 29 (07/19/86) 114.52 (m) 375.7 (f) LEVELING 3 EZ3697 EZ3697.Superseded values are not recommended for survey control. EZ3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3697.See file dsdata.txt to determine how the superseded data were derived. EZ3697 EZ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3593278805(NAD 83) EZ3697_MARK LOGO: CGS EZ3697 EZ3697 HISTORY - Date Condition Report By EZ3697 HISTORY - 1918 MONUMENTED CGS EZ3697 HISTORY - 1933 GOOD CGS EZ3697 HISTORY - 1948 SEE DESCRIPTION USGS EZ3697 EZ3697 STATION DESCRIPTION EZ3697 EZ3697'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ3697'ABOUT 2 MILES NORTH OF HOFFMAN, ON SECOND CURVE OF SEABOARD AIR LINE EZ3697'RAILWAY NORTH OF HOFFMAN AND FIRST CURVE NORTH OF MILEPOST 237, AT EZ3697'INTERSECTION OF TANGENTS TO WEST RAIL, ABOUT 250 METERS (820 FEET) EZ3697'NORTH OF MILEPOST 237, AND 4.16 METERS (13.6 FEET) EAST OF EAST EZ3697'RAIL. SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ3697'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE. REFERENCE MARK IS EZ3697'STANDARD REFERENCE DISK IN CONCRETE, ON EDGE OF WEST SIDE OF EZ3697'CUT, 9.92 METERS (32.5 FEET) WEST OF WEST RAIL, AND 15.35 METERS EZ3697'(50.4 FEET) FROM STATION N 23 DEG 18 MIN W. STATION EZ3697'HOFFMAN IS EZ3697'VISIBLE FROM GROUND S 73 DEG 29 MIN W. STATION CARR EZ3697'IS VISIBLE EZ3697'FROM GROUND N 71 DEG 52 MIN E. EZ3697 EZ3697 STATION RECOVERY (1948) EZ3697 EZ3697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 EZ3697'STATION WAS DESTROYED WHEN AN ASPHALT PLANT WAS ERECTED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2892 *********************************************************************** EB2892 DESIGNATION - HOPEWELL EB2892 PID - EB2892 EB2892 STATE/COUNTY- NC/RICHMOND EB2892 USGS QUAD - HAMLET (1982) EB2892 EB2892 *CURRENT SURVEY CONTROL EB2892 ___________________________________________________________________ EB2892* NAD 83(1986)- 34 52 52.74217(N) 079 43 52.27732(W) ADJUSTED EB2892* NAVD 88 - 116.319 (meters) 381.62 (feet) ADJUSTED EB2892 ___________________________________________________________________ EB2892 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EB2892 GEOID HEIGHT- -31.42 (meters) GEOID03 EB2892 DYNAMIC HT - 116.212 (meters) 381.27 (feet) COMP EB2892 MODELED GRAV- 979,710.9 (mgal) NAVD 88 EB2892 EB2892 HORZ ORDER - SECOND EB2892 VERT ORDER - SECOND CLASS II EB2892 EB2892.The North Carolina HARNS have been completed but, EB2892.due to contractual restrictions, coordinates for these stations EB2892.will NOT be published in the near future. In the interim, the EB2892.published coordinates in North Carolina will not be EB2892.consistent with the Continuously Operating Reference Stations EB2892.(CORS). The HARN coordinates for these stations are available EB2892.upon request. Contact Gary Thompson(919-733-3836). EB2892. EB2892.In addition, the published North Carolina positions EB2892.(NAD 83 (1986)) are NOT consistent with those determined in EB2892.adjacent state readjustments. The discontinuity between stations EB2892.located in North Carolina and those in adjacent states EB2892.which have been adjusted to the HARN may be as much as 5 EB2892.decimeters. This will result in a significant loss of accuracy EB2892.over lines crossing such state borders. EB2892 EB2892 EB2892.The horizontal coordinates were established by classical geodetic methods EB2892.and adjusted by the National Geodetic Survey in July 1986. EB2892 EB2892.The orthometric height was determined by differential leveling EB2892.and adjusted by the National Geodetic Survey in August 2000. EB2892.No vertical observational check was made to the station. EB2892 EB2892.The Laplace correction was computed from DEFLEC99 derived deflections. EB2892 EB2892.The geoid height was determined by GEOID03. EB2892 EB2892.The dynamic height is computed by dividing the NAVD 88 EB2892.geopotential number by the normal gravity value computed on the EB2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2892.degrees latitude (g = 980.6199 gals.). EB2892 EB2892.The modeled gravity was interpolated from observed gravity values. EB2892 EB2892; North East Units Scale Factor Converg. EB2892;SPC NC - 125,743.669 542,763.891 MT 0.99989336 -0 25 19.3 EB2892;SPC NC - 412,544.02 1,780,717.87 sFT 0.99989336 -0 25 19.3 EB2892;SPC SC - 338,741.560 725,593.610 MT 1.00001741 +0 42 12.3 EB2892;SPC SC - 1,111,356.82 2,380,556.46 iFT 1.00001741 +0 42 12.3 EB2892;UTM 17 - 3,860,616.018 615,951.413 MT 0.99976570 +0 43 32.5 EB2892 EB2892! - Elev Factor x Scale Factor = Combined Factor EB2892!SPC NC - 0.99998667 x 0.99989336 = 0.99988004 EB2892!SPC SC - 0.99998667 x 1.00001741 = 1.00000408 EB2892!UTM 17 - 0.99998667 x 0.99976570 = 0.99975238 EB2892 EB2892: Primary Azimuth Mark Grid Az EB2892:SPC NC - RAIL 239 39 59.4 EB2892:SPC SC - RAIL 238 32 27.8 EB2892:UTM 17 - RAIL 238 31 07.6 EB2892 EB2892|---------------------------------------------------------------------| EB2892| PID Reference Object Distance Geod. Az | EB2892| dddmmss.s | EB2892| EB2883 POOLE 315.326 METERS 05427 | EB2892| EB2891 RAIL APPROX. 1.0 KM 2391440.1 | EB2892|---------------------------------------------------------------------| EB2892 EB2892 SUPERSEDED SURVEY CONTROL EB2892 EB2892 NAD 27 - 34 52 52.17699(N) 079 43 53.08750(W) AD( ) 2 EB2892 NGVD 29 (07/19/86) 116.6 (m) 383. (f) VERT ANG EB2892 EB2892.Superseded values are not recommended for survey control. EB2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2892.See file dsdata.txt to determine how the superseded data were derived. EB2892 EB2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1595160616(NAD 83) EB2892_MARKER: DE = TRAVERSE STATION DISK EB2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2892_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2892_STAMPING: HOPEWELL 1970 EB2892_MARK LOGO: NCGS EB2892_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2892+STABILITY: SURFACE MOTION EB2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB2892+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1998 EB2892 EB2892 HISTORY - Date Condition Report By EB2892 HISTORY - 1970 MONUMENTED NCGS EB2892 HISTORY - 19980316 GOOD NCGS EB2892 EB2892 STATION DESCRIPTION EB2892 EB2892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2892'HOPEWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2892'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2892' EB2892'HOPEWELL IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF HAMLET. EB2892'TO REACH STATION PROCEED FROM Y INTERSECTION OF NC 177 AND SR 1900 EB2892'NEAR THE SOUTHWEST EDGE OF HAMLET, GO SOUTHWEST ON SR 1900 FOR 0.65 EB2892'MILE TO INTERSECTION OF SR 1900 AND SR 1914, CONTINUE SOUTHWEST ON EB2892'SR 1900 FOR 0.25 MILE TO STATION ON LEFT, IN NORTHEAST CORNER OF EB2892'NC 177 AND ENTRANCE TO THE HOPEWELL FREEWILL BAPTIST CHURCH, AND EB2892'0.75 MILE NORTHEAST OF INTERSECTION OF SR 1900 AND SR 1966. EB2892' EB2892'STATION MARK IS A STANDARD N. C. TRAVERSE DISK, STAMPED HOPEWELL EB2892'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2892'FLUSH WITH THE SURFACE OF THE GROUND. EB2892' EB2892'MARK IS EB2892' EB2892'29.1 FEET SE OF C/L OF SR 1900. EB2892'56.4 FEET NE OF C/L OF DIRT DRIVE LEADING TO HOPEWELL BAPTIST EB2892'CHURCH. EB2892'12.5 FEET SE OF ALUMINUM REF. TAG ON PP NO. 77 W/TRANSFORMER. EB2892'9.4 FEET NE OF TELEPHONE JUNCTION BOX. EB2892'10.8 FEET NNE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EB2892'16.7 NW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EB2892 EB2892 STATION RECOVERY (1998) EB2892 EB2892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB2892'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. ROADS IN THE EB2892'DESCRIPTION HAVE THESE NAMES, SR 1900 (BATTLEY DAIRY ROAD), SR 1966 EB2892'(AIRPORT ROAD), SR 1914 (FREEMAN MILL ROAD). MARK IS LOCATED 62.0 FT EB2892'(18.9 M) NORTHEAST OF CENTERLINE OF ASPHALT DRIVEWAY, 30.4 FT (9.3 M) EB2892'SOUTHWEST OF THE NORTHWEST CORNER OF BRICK CHURCH SIGN--AND 15.7 FT EB2892'(4.8 M) EAST-SOUTHEAST OF POWER POLE (C216AJ), 10.3 FT (3.1 M) EB2892'NORTHWEST OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2988 *********************************************************************** EB2988 DESIGNATION - HOYLE EB2988 PID - EB2988 EB2988 STATE/COUNTY- NC/RICHMOND EB2988 USGS QUAD - ROCKINGHAM (1982) EB2988 EB2988 *CURRENT SURVEY CONTROL EB2988 ___________________________________________________________________ EB2988* NAD 83(1986)- 34 57 44.77975(N) 079 50 38.93037(W) ADJUSTED EB2988* NAVD 88 - 121.3 (meters) 398. (feet) VERTCON EB2988 ___________________________________________________________________ EB2988 LAPLACE CORR- -3.32 (seconds) DEFLEC99 EB2988 GEOID HEIGHT- -30.96 (meters) GEOID03 EB2988 EB2988 HORZ ORDER - SECOND EB2988 EB2988.The North Carolina HARNS have been completed but, EB2988.due to contractual restrictions, coordinates for these stations EB2988.will NOT be published in the near future. In the interim, the EB2988.published coordinates in North Carolina will not be EB2988.consistent with the Continuously Operating Reference Stations EB2988.(CORS). The HARN coordinates for these stations are available EB2988.upon request. Contact Gary Thompson(919-733-3836). EB2988. EB2988.In addition, the published North Carolina positions EB2988.(NAD 83 (1986)) are NOT consistent with those determined in EB2988.adjacent state readjustments. The discontinuity between stations EB2988.located in North Carolina and those in adjacent states EB2988.which have been adjusted to the HARN may be as much as 5 EB2988.decimeters. This will result in a significant loss of accuracy EB2988.over lines crossing such state borders. EB2988 EB2988 EB2988.The horizontal coordinates were established by classical geodetic methods EB2988.and adjusted by the National Geodetic Survey in July 1986. EB2988 EB2988.The NAVD 88 height was computed by applying the VERTCON shift value to EB2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2988 EB2988.The Laplace correction was computed from DEFLEC99 derived deflections. EB2988 EB2988.The geoid height was determined by GEOID03. EB2988 EB2988; North East Units Scale Factor Converg. EB2988;SPC NC - 134,823.830 532,515.133 MT 0.99988527 -0 29 14.0 EB2988;SPC NC - 442,334.52 1,747,093.40 sFT 0.99988527 -0 29 14.0 EB2988;UTM 17 - 3,869,487.673 605,524.122 MT 0.99973724 +0 39 44.7 EB2988 EB2988! - Elev Factor x Scale Factor = Combined Factor EB2988!SPC NC - 0.99998582 x 0.99988527 = 0.99987109 EB2988!UTM 17 - 0.99998582 x 0.99973724 = 0.99972306 EB2988 EB2988: Primary Azimuth Mark Grid Az EB2988:SPC NC - SELLARS 243 19 36.2 EB2988:UTM 17 - SELLARS 242 10 37.5 EB2988 EB2988|---------------------------------------------------------------------| EB2988| PID Reference Object Distance Geod. Az | EB2988| dddmmss.s | EB2988| EB2986 POWER 404.439 METERS 0595745.8 | EB2988| EB2989 SELLARS APPROX. 0.6 KM 2425022.2 | EB2988|---------------------------------------------------------------------| EB2988 EB2988 SUPERSEDED SURVEY CONTROL EB2988 EB2988 NAD 27 - 34 57 44.22629(N) 079 50 39.73003(W) AD( ) 2 EB2988 NGVD 29 (07/19/86) 121.6 (m) 399. (f) VERT ANG EB2988 EB2988.Superseded values are not recommended for survey control. EB2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2988.See file dsdata.txt to determine how the superseded data were derived. EB2988 EB2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0552469488(NAD 83) EB2988_MARKER: DE = TRAVERSE STATION DISK EB2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2988_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2988_STAMPING: HOYLE 1970 EB2988_MARK LOGO: NCGS EB2988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2988+STABILITY: SURFACE MOTION EB2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2988+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1993 EB2988 EB2988 HISTORY - Date Condition Report By EB2988 HISTORY - 1970 MONUMENTED NCGS EB2988 HISTORY - 19931018 GOOD NCGS EB2988 EB2988 STATION DESCRIPTION EB2988 EB2988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2988'HOYLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2988'VICINITY OF HAMLET, NORTH CAROLINA. EB2988' EB2988'HOYLE IS LOCATED APPROXIMATELY 4.6 MILES WNW OF ROCKINGHAM AND 3.3 EB2988'MILES NNW OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2988'INTERSECTION OF US 74 AND US 220 IN NORTHWEST SECTION OF ROCKINGHAM, EB2988'GO WEST ON US 74 FOR 1.85 MILES TO Y INTERSECTION OF US 74 AND SR EB2988'1140, TURN RIGHT ON SR 1140 AND PROCEED 1.55 MILES TO STATION ON EB2988'LEFT, ON WEST SIDE OF DRIVEWAY TO HOME OF MR. HOYLE, AND 1.6 EB2988'MILES WEST OF INTERSECTION OF SR 1140 AND US 74. EB2988' EB2988'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HOYLE EB2988'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2988'FLUSH WITH THE SURFACE OF THE GROUND. EB2988' EB2988'MARK IS EB2988' EB2988'14.8 FEET SSE OF C/L OF SR 1140. EB2988'12.8 FEET WSW OF C/L OF DIRT DRIVEWAY TO WHITE FRAME HOUSE. EB2988'61.2 FEET ESE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EB2988'105.2 FEET WSW OF ALUMINUM REF. TAG ON TP 54. EB2988'2.0 FEET NNW OF METAL POST ON W SIDE OF DRIVEWAY. EB2988'36.5 FEET NE OF ALUMINUM REF. TAG ON PP 55. EB2988'23.1 FEET WSW OF TOP OF E END OF 16 INCH CONCRETE CULVERT UNDER EB2988'DRIVEWAY. EB2988 EB2988 STATION RECOVERY (1993) EB2988 EB2988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB2988'RECOVERED AS DESCRIBED. MARK IS LOCATED 2.3 FT (0.7 M) SOUTH-SOUTHEAST EB2988'OF A FENCE CORNER, AND 106.7 FT (32.5 M) WEST-SOUTHWEST OF A PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1577 *********************************************************************** EB1577 DESIGNATION - HUB GRILL EB1577 PID - EB1577 EB1577 STATE/COUNTY- NC/RICHMOND EB1577 USGS QUAD - HAMLET (1982) EB1577 EB1577 *CURRENT SURVEY CONTROL EB1577 ___________________________________________________________________ EB1577* NAD 83(1986)- 34 52 42.48168(N) 079 41 11.65994(W) ADJUSTED EB1577* NAVD 88 - 101.117 (meters) 331.75 (feet) ADJUSTED EB1577 ___________________________________________________________________ EB1577 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EB1577 GEOID HEIGHT- -31.56 (meters) GEOID03 EB1577 DYNAMIC HT - 101.023 (meters) 331.44 (feet) COMP EB1577 MODELED GRAV- 979,701.5 (mgal) NAVD 88 EB1577 EB1577 HORZ ORDER - SECOND EB1577 VERT ORDER - SECOND CLASS I EB1577 EB1577.The North Carolina HARNS have been completed but, EB1577.due to contractual restrictions, coordinates for these stations EB1577.will NOT be published in the near future. In the interim, the EB1577.published coordinates in North Carolina will not be EB1577.consistent with the Continuously Operating Reference Stations EB1577.(CORS). The HARN coordinates for these stations are available EB1577.upon request. Contact Gary Thompson(919-733-3836). EB1577. EB1577.In addition, the published North Carolina positions EB1577.(NAD 83 (1986)) are NOT consistent with those determined in EB1577.adjacent state readjustments. The discontinuity between stations EB1577.located in North Carolina and those in adjacent states EB1577.which have been adjusted to the HARN may be as much as 5 EB1577.decimeters. This will result in a significant loss of accuracy EB1577.over lines crossing such state borders. EB1577 EB1577 EB1577.The horizontal coordinates were established by classical geodetic methods EB1577.and adjusted by the National Geodetic Survey in April 1991. EB1577 EB1577.The orthometric height was determined by differential leveling EB1577.and adjusted by the National Geodetic Survey in June 1991. EB1577 EB1577.The Laplace correction was computed from DEFLEC99 derived deflections. EB1577 EB1577.The geoid height was determined by GEOID03. EB1577 EB1577.The dynamic height is computed by dividing the NAVD 88 EB1577.geopotential number by the normal gravity value computed on the EB1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1577.degrees latitude (g = 980.6199 gals.). EB1577 EB1577.The modeled gravity was interpolated from observed gravity values. EB1577 EB1577; North East Units Scale Factor Converg. EB1577;SPC NC - 125,398.397 546,839.945 MT 0.99989369 -0 23 46.6 EB1577;SPC NC - 411,411.24 1,794,090.72 sFT 0.99989369 -0 23 46.6 EB1577;UTM 17 - 3,860,352.481 620,033.067 MT 0.99977758 +0 45 04.2 EB1577 EB1577! - Elev Factor x Scale Factor = Combined Factor EB1577!SPC NC - 0.99998908 x 0.99989369 = 0.99988277 EB1577!UTM 17 - 0.99998908 x 0.99977758 = 0.99976666 EB1577 EB1577 SUPERSEDED SURVEY CONTROL EB1577 EB1577 NGVD 29 (10/06/93) 101.388 (m) 332.64 (f) ADJUSTED 2 1 EB1577 EB1577.Superseded values are not recommended for survey control. EB1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1577.See file dsdata.txt to determine how the superseded data were derived. EB1577 EB1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2003360352(NAD 83) EB1577_MARKER: DE = TRAVERSE STATION DISK EB1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1577_SP_SET: CONCRETE POST EB1577_STAMPING: HUB GRILL 1978 EB1577_MARK LOGO: NCGS EB1577_PROJECTION: FLUSH EB1577_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1577+STABILITY: SURFACE MOTION EB1577 EB1577 HISTORY - Date Condition Report By EB1577 HISTORY - 1978 MONUMENTED NCGS EB1577 HISTORY - 1978 GOOD NCGS EB1577 EB1577 STATION DESCRIPTION EB1577 EB1577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1577'THE STATION IS LOCATED IN SOUTHEAST HAMLET. EB1577' EB1577'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 381 SOUTHWEST OF EB1577'HAMLET, PROCEED WEST ALONG US 74 FOR 0.7 MILE TO STATION ON LEFT EB1577'APPROXIMATELY 125 FEET WEST-SOUTHWEST OF THE HUB GRILL 125 FEET EAST EB1577'OF MCINTYRES TWO STORY HOUSE AND 0.4 MILE SOUTHEAST OF JUNCTION WITH EB1577'NC 38. EB1577' EB1577'STATION MARK IS A STANDARD DISK STAMPED---HUB GRILL 1978---SET IN EB1577'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND EB1577'SURFACE. THE MARK IS 56.4 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 74, EB1577'12.4 FEET SOUTH OF MANHOLE COVER, 115.4 FEET SOUTHEAST OF FIRE EB1577'HYDRANT, 47.0 FEET WEST OF BASE OF METAL POST OF HUB GRILL SIGN, 32.8 EB1577'FEET SOUTHWEST OF POWER POLE 2400 WITH LIGHT AND REFERENCE TAG, 8.6 EB1577'FEET NORTHWEST OF A 3 INCH PERSIMMON WITH REFERENCE TAG. EB1577 EB1577 STATION RECOVERY (1978) EB1577 EB1577'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1577'IN HAMLET. EB1577'0.7 MILE WEST ALONG U.S. 74 FROM JUNCTION WITH N.C. 381 ON SOUTH EB1577'SIDE OF HIGHWAY, APPROXIMATELY 125 FEET WEST OF THE HUB GRILL AND EB1577'125 FEET EAST OF GRACE MCINTYRES TWO STORY HOUSE AND 0.4 MILE EB1577'SOUTHEAST OF JUNCTION WITH N.C. 38, 56.4 FEET SOUTH OF EB1577'CENTERLINE OF U.S. 74, 12.4 FEET SOUTH OF MANHOLE COVER, 115.4 EB1577'FEET SOUTHEAST OF FIRE HYDRANT, 47.0 FEET WEST OF BASE OF METAL EB1577'SIGN POST WITH HUB GRILL SIGN, 32.8 FEET SOUTHWEST OF POWER POLE EB1577'2400 WITH LIGHT AND REFERENCE TAG AND 8.6 FEET NORTHWEST OF 3 EB1577'INCH PERSIMMON TREE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2877 *********************************************************************** EB2877 DESIGNATION - HUDSON EB2877 PID - EB2877 EB2877 STATE/COUNTY- NC/RICHMOND EB2877 USGS QUAD - HAMLET (1982) EB2877 EB2877 *CURRENT SURVEY CONTROL EB2877 ___________________________________________________________________ EB2877* NAD 83(1986)- 34 56 59.63129(N) 079 44 43.94987(W) ADJUSTED EB2877* NAVD 88 - 100.9 (meters) 331. (feet) VERTCON EB2877 ___________________________________________________________________ EB2877 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB2877 GEOID HEIGHT- -31.25 (meters) GEOID03 EB2877 EB2877 HORZ ORDER - SECOND EB2877 EB2877.The North Carolina HARNS have been completed but, EB2877.due to contractual restrictions, coordinates for these stations EB2877.will NOT be published in the near future. In the interim, the EB2877.published coordinates in North Carolina will not be EB2877.consistent with the Continuously Operating Reference Stations EB2877.(CORS). The HARN coordinates for these stations are available EB2877.upon request. Contact Gary Thompson(919-733-3836). EB2877. EB2877.In addition, the published North Carolina positions EB2877.(NAD 83 (1986)) are NOT consistent with those determined in EB2877.adjacent state readjustments. The discontinuity between stations EB2877.located in North Carolina and those in adjacent states EB2877.which have been adjusted to the HARN may be as much as 5 EB2877.decimeters. This will result in a significant loss of accuracy EB2877.over lines crossing such state borders. EB2877 EB2877 EB2877.The horizontal coordinates were established by classical geodetic methods EB2877.and adjusted by the National Geodetic Survey in July 1986. EB2877 EB2877.The NAVD 88 height was computed by applying the VERTCON shift value to EB2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2877 EB2877.The Laplace correction was computed from DEFLEC99 derived deflections. EB2877 EB2877.The geoid height was determined by GEOID03. EB2877 EB2877; North East Units Scale Factor Converg. EB2877;SPC NC - 133,360.607 541,509.007 MT 0.99988639 -0 25 49.1 EB2877;SPC NC - 437,533.92 1,776,600.80 sFT 0.99988639 -0 25 49.1 EB2877;UTM 17 - 3,868,205.320 614,544.305 MT 0.99976170 +0 43 07.3 EB2877 EB2877! - Elev Factor x Scale Factor = Combined Factor EB2877!SPC NC - 0.99998906 x 0.99988639 = 0.99987545 EB2877!UTM 17 - 0.99998906 x 0.99976170 = 0.99975076 EB2877 EB2877: Primary Azimuth Mark Grid Az EB2877:SPC NC - COURT 241 20 44.7 EB2877:UTM 17 - COURT 240 11 48.3 EB2877 EB2877|---------------------------------------------------------------------| EB2877| PID Reference Object Distance Geod. Az | EB2877| dddmmss.s | EB2877| EB2897 SEARS 475.858 METERS 0662825.1 | EB2877| EB2957 COURT APPROX. 1.1 KM 2405455.6 | EB2877|---------------------------------------------------------------------| EB2877 EB2877 SUPERSEDED SURVEY CONTROL EB2877 EB2877 NAD 27 - 34 56 59.07428(N) 079 44 44.74756(W) AD( ) 2 EB2877 NGVD 29 (07/19/86) 101.2 (m) 332. (f) VERT ANG EB2877 EB2877.Superseded values are not recommended for survey control. EB2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2877.See file dsdata.txt to determine how the superseded data were derived. EB2877 EB2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1454468205(NAD 83) EB2877_MARKER: DE = TRAVERSE STATION DISK EB2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2877_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2877_STAMPING: HUDSON 1970 EB2877_MARK LOGO: NCGS EB2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2877+STABILITY: SURFACE MOTION EB2877 EB2877 HISTORY - Date Condition Report By EB2877 HISTORY - 1970 MONUMENTED NCGS EB2877 EB2877 STATION DESCRIPTION EB2877 EB2877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2877'HUDSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2877'VICINITY OF HAMLET, NORTH CAROLINA. EB2877' EB2877'HUDSON IS LOCATED APPROXIMATELY 1.6 MILES ENE OF ROCKINGHAM. TO EB2877'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 (FAYETTEVILLE EB2877'RD.) AND SR 1646 (LONG RD.) ON THE EAST SIDE OF ROCKINGHAM, GO EAST EB2877'ON US 1 FOR 0.5 MILE TO INTERSECTION OF US 1 AND SR 1424, CONTINUE EB2877'EAST ON US 1 FOR 0.15 MILE TO TOP OF RIDGE AND STATION ON LEFT, EB2877'AND 0.25 MILE WEST OF INTERSECTION OF US 1 AND SR 1500. EB2877' EB2877'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE EB2877'DISK, STAMPED HUDSON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, EB2877'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2877' EB2877'MARK IS EB2877' EB2877'34.6 FEET NW OF C/L OF US 1. EB2877'37.2 FEET SW OF ALUMINUM REF. TAG ON PP 895 W/TRANSFORMER. EB2877'17.9 FEET SSE OF ALUMINUM REF. TAG ON 5 INCH OAK TREE. EB2877'37.4 FEET ESE OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EB2877'164.6 FEET NE OF ALUMINUM REF. TAG ON PP 894 W/TWIN TRANSFORMERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5761 *********************************************************************** EZ5761 DESIGNATION - IDA EZ5761 PID - EZ5761 EZ5761 STATE/COUNTY- NC/RICHMOND EZ5761 USGS QUAD - ELLERBE (1982) EZ5761 EZ5761 *CURRENT SURVEY CONTROL EZ5761 ___________________________________________________________________ EZ5761* NAD 83(1986)- 35 04 01.42763(N) 079 48 27.38012(W) ADJUSTED EZ5761* NAVD 88 - 168.6 (meters) 553. (feet) VERTCON EZ5761 ___________________________________________________________________ EZ5761 LAPLACE CORR- -3.31 (seconds) DEFLEC99 EZ5761 GEOID HEIGHT- -30.91 (meters) GEOID03 EZ5761 EZ5761 HORZ ORDER - SECOND EZ5761 EZ5761.The North Carolina HARNS have been completed but, EZ5761.due to contractual restrictions, coordinates for these stations EZ5761.will NOT be published in the near future. In the interim, the EZ5761.published coordinates in North Carolina will not be EZ5761.consistent with the Continuously Operating Reference Stations EZ5761.(CORS). The HARN coordinates for these stations are available EZ5761.upon request. Contact Gary Thompson(919-733-3836). EZ5761. EZ5761.In addition, the published North Carolina positions EZ5761.(NAD 83 (1986)) are NOT consistent with those determined in EZ5761.adjacent state readjustments. The discontinuity between stations EZ5761.located in North Carolina and those in adjacent states EZ5761.which have been adjusted to the HARN may be as much as 5 EZ5761.decimeters. This will result in a significant loss of accuracy EZ5761.over lines crossing such state borders. EZ5761 EZ5761 EZ5761.The horizontal coordinates were established by classical geodetic methods EZ5761.and adjusted by the National Geodetic Survey in March 1990. EZ5761 EZ5761.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5761 EZ5761.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5761 EZ5761.The geoid height was determined by GEOID03. EZ5761 EZ5761; North East Units Scale Factor Converg. EZ5761;SPC NC - 146,401.426 535,946.403 MT 0.99987776 -0 27 58.1 EZ5761;SPC NC - 480,318.68 1,758,350.82 sFT 0.99987776 -0 27 58.1 EZ5761;UTM 17 - 3,881,130.199 608,721.804 MT 0.99974568 +0 41 06.5 EZ5761 EZ5761! - Elev Factor x Scale Factor = Combined Factor EZ5761!SPC NC - 0.99997839 x 0.99987776 = 0.99985616 EZ5761!UTM 17 - 0.99997839 x 0.99974568 = 0.99972408 EZ5761 EZ5761 SUPERSEDED SURVEY CONTROL EZ5761 EZ5761 NGVD 29 (03/28/90) 168.8 (m) 554. (f) VERT ANG EZ5761 EZ5761.Superseded values are not recommended for survey control. EZ5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5761.See file dsdata.txt to determine how the superseded data were derived. EZ5761 EZ5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0872281130(NAD 83) EZ5761_MARKER: DE = TRAVERSE STATION DISK EZ5761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5761_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5761_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5761+STABILITY: SURFACE MOTION EZ5761 EZ5761 HISTORY - Date Condition Report By EZ5761 HISTORY - 1977 MONUMENTED NCGS EZ5761 EZ5761 STATION DESCRIPTION EZ5761 EZ5761'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5761'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES WEST OF ELLERBE AND 9.0 EZ5761'MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5761' EZ5761'TO REACH THE STATION ROM THE INTERSECTION OF SR 1148, SR 1309 AND EZ5761'SR 1308 (AT MT PLEASANT CHURCH) WEST OF ELLERBE, PROCEED WEST ALONG EZ5761'SR 1148 FOR 0.4 MILE TO SR 1307 CROSSROAD, THENCE NORTHWEST ALONG EZ5761'SR 1307 FOR 0.3 MILE TO STATION ON LEFT BY DRIVEWAY TO IDA MECHAMS EZ5761'FRAME TENANT HOUSE AND 1.75 MILES SOUTHEAST OF SR 1005 INTERSECTION. EZ5761' EZ5761'STATION MARK IS A STANDARD DISK STAMPED---IDA 1977---SET IN THE TOP OF EZ5761'A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE MARK EZ5761'IS 20.3 FEET SOUTHWEST OF CENTERLINE OF SR 1307, 9.3 FEET NORTH- EZ5761'NORTHWEST OF EASTERNMOST DRIVEWAY, 21.0 FEET SOUTHEAST OF LARGE EZ5761'CLUSTER OF CREPE MYRTLE TREES, 14.2 FEET NORTH-NORTHEAST OF WEST EZ5761'CORNER OF ABANDONED FRAME HOUSE, 56.9 FEET WEST OF TELEPHONE PEDESTAL EZ5761'POST WITH REFERENCE TAG AND 33.1 FEET EAST OF 24 INCH CHINABERRY TREE EZ5761'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5763 *********************************************************************** EZ5763 DESIGNATION - INGRAM EZ5763 PID - EZ5763 EZ5763 STATE/COUNTY- NC/RICHMOND EZ5763 USGS QUAD - HOFFMAN (1982) EZ5763 EZ5763 *CURRENT SURVEY CONTROL EZ5763 ___________________________________________________________________ EZ5763* NAD 83(1986)- 35 02 33.10224(N) 079 35 09.88789(W) ADJUSTED EZ5763* NAVD 88 - 127.267 (meters) 417.54 (feet) ADJUSTED EZ5763 ___________________________________________________________________ EZ5763 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EZ5763 GEOID HEIGHT- -31.58 (meters) GEOID03 EZ5763 DYNAMIC HT - 127.150 (meters) 417.16 (feet) COMP EZ5763 MODELED GRAV- 979,708.8 (mgal) NAVD 88 EZ5763 EZ5763 HORZ ORDER - SECOND EZ5763 VERT ORDER - SECOND CLASS II EZ5763 EZ5763.The North Carolina HARNS have been completed but, EZ5763.due to contractual restrictions, coordinates for these stations EZ5763.will NOT be published in the near future. In the interim, the EZ5763.published coordinates in North Carolina will not be EZ5763.consistent with the Continuously Operating Reference Stations EZ5763.(CORS). The HARN coordinates for these stations are available EZ5763.upon request. Contact Gary Thompson(919-733-3836). EZ5763. EZ5763.In addition, the published North Carolina positions EZ5763.(NAD 83 (1986)) are NOT consistent with those determined in EZ5763.adjacent state readjustments. The discontinuity between stations EZ5763.located in North Carolina and those in adjacent states EZ5763.which have been adjusted to the HARN may be as much as 5 EZ5763.decimeters. This will result in a significant loss of accuracy EZ5763.over lines crossing such state borders. EZ5763 EZ5763 EZ5763.The horizontal coordinates were established by classical geodetic methods EZ5763.and adjusted by the National Geodetic Survey in March 1990. EZ5763 EZ5763.The orthometric height was determined by differential leveling EZ5763.and adjusted by the National Geodetic Survey in August 2000. EZ5763.No vertical observational check was made to the station. EZ5763 EZ5763.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5763 EZ5763.The geoid height was determined by GEOID03. EZ5763 EZ5763.The dynamic height is computed by dividing the NAVD 88 EZ5763.geopotential number by the normal gravity value computed on the EZ5763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5763.degrees latitude (g = 980.6199 gals.). EZ5763 EZ5763.The modeled gravity was interpolated from observed gravity values. EZ5763 EZ5763; North East Units Scale Factor Converg. EZ5763;SPC NC - 143,538.050 556,133.518 MT 0.99987922 -0 20 17.8 EZ5763;SPC NC - 470,924.42 1,824,581.38 sFT 0.99987922 -0 20 17.8 EZ5763;UTM 17 - 3,878,673.077 628,960.248 MT 0.99980497 +0 48 43.1 EZ5763 EZ5763! - Elev Factor x Scale Factor = Combined Factor EZ5763!SPC NC - 0.99998498 x 0.99987922 = 0.99986420 EZ5763!UTM 17 - 0.99998498 x 0.99980497 = 0.99978995 EZ5763 EZ5763 SUPERSEDED SURVEY CONTROL EZ5763 EZ5763 NGVD 29 (03/28/90) 127.5 (m) 418. (f) VERT ANG EZ5763 EZ5763.Superseded values are not recommended for survey control. EZ5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5763.See file dsdata.txt to determine how the superseded data were derived. EZ5763 EZ5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2896078673(NAD 83) EZ5763_MARKER: DE = TRAVERSE STATION DISK EZ5763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5763_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5763_STAMPING: INGRAM 1977 EZ5763_MARK LOGO: NCGS EZ5763_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5763+STABILITY: SURFACE MOTION EZ5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5763+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1998 EZ5763 EZ5763 HISTORY - Date Condition Report By EZ5763 HISTORY - 1977 MONUMENTED NCGS EZ5763 HISTORY - 1985 GOOD USPSQD EZ5763 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5763 HISTORY - 19981119 GOOD NCGS EZ5763 EZ5763 STATION DESCRIPTION EZ5763 EZ5763'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5763'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST-NORTHWEST OF EZ5763'HOFFMAN. EZ5763' EZ5763'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5763'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5763'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5763'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 1.8 MILES TO A FIELD ROAD EZ5763'ON LEFT AND STATION ON LEFT OF FIELD ROAD AND APPROXIMATELY 335 FEET EZ5763'WEST OF HIGHWAY. EZ5763' EZ5763'STATION MARK IS A STANDARD DISK STAMPED---INGRAM 1977---, SET IN THE EZ5763'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5763'THE MARK IS 334.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1003, EZ5763'4.9 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF FIELD ROAD, 38.7 FEET EZ5763'EAST-NORTHEAST OF A 3 INCH LONE PINE WITH REFERENCE TAG, 103.7 FEET EZ5763'WEST OF A 24 INCH PECAN WITH REFERENCE TAG, 99.4 FEET NORTHEAST OF A 4 EZ5763'INCH SASSAFRAS WITH REFERENCE TAG AND 117.0 FEET EAST-SOUTHEAST OF A EZ5763'POWER POLE 4681 WITH REFERENCE TAG. EZ5763 EZ5763 STATION RECOVERY (1985) EZ5763 EZ5763'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5763'RECOVERED IN GOOD CONDITION. EZ5763 EZ5763 STATION RECOVERY (1996) EZ5763 EZ5763'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5763'MARK NOT FOUND. EZ5763 EZ5763 STATION RECOVERY (1998) EZ5763 EZ5763'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EZ5763'STATION IS LOCATED 2.2 MI (3.5 KM) WEST-NORTHWEST OF HOFFMAN. ALONG US EZ5763'1 SOUTH FOR 0.6 MI (1.0 KM) SOUTHWEST FROM POST OFFICE IN HOFFMAN TO EZ5763'SR 1475 (CADDELL RD), THENCE WEST ALONG SR 1475 FOR 0.1 MI (0.2 KM) TO EZ5763'SR 1003 (YORK AVE/BERBY RD), THENCE NORTHWEST ALONG SR 1003 FOR 1.8 MI EZ5763'(2.9 KM) TO A ONE-STORY WOOD FRAME HOUSE (465 ROME DR) AND THE EZ5763'STATION, NORTH OF THE HOUSE, AT THE EDGE OF THE YARD. MARK IS LEVEL EZ5763'WITH SR 1003 AND RECESSED 3-INCHES BELOW GROUND. LOCATED 335 FT (102.1 EZ5763'M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1003, 22 FT (6.7 M) EZ5763'SOUTH-SOUTHEAST OF THE CENTER OF THE FIELD/DRIVEWAY PATH, 165.3 FT EZ5763'(50.4 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 39.9 FT (12.2 M) EZ5763'NORTHEAST OF A 20-INCH PINE AND 5.0 FT (1.5 M) SOUTH OF A 4X4 POST, EZ5763'177.4 FT (54.1 M) SOUTH-SOUTHEAST OF A POWER POLE (EG75AJ) BOTH WITH EZ5763'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2864 *********************************************************************** EB2864 DESIGNATION - JACK EB2864 PID - EB2864 EB2864 STATE/COUNTY- NC/RICHMOND EB2864 USGS QUAD - HAMLET (1982) EB2864 EB2864 *CURRENT SURVEY CONTROL EB2864 ___________________________________________________________________ EB2864* NAD 83(1986)- 34 53 56.38488(N) 079 42 26.78012(W) ADJUSTED EB2864* NAVD 88 - 99.0 (meters) 325. (feet) VERTCON EB2864 ___________________________________________________________________ EB2864 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2864 GEOID HEIGHT- -31.46 (meters) GEOID03 EB2864 EB2864 HORZ ORDER - SECOND EB2864 EB2864.The North Carolina HARNS have been completed but, EB2864.due to contractual restrictions, coordinates for these stations EB2864.will NOT be published in the near future. In the interim, the EB2864.published coordinates in North Carolina will not be EB2864.consistent with the Continuously Operating Reference Stations EB2864.(CORS). The HARN coordinates for these stations are available EB2864.upon request. Contact Gary Thompson(919-733-3836). EB2864. EB2864.In addition, the published North Carolina positions EB2864.(NAD 83 (1986)) are NOT consistent with those determined in EB2864.adjacent state readjustments. The discontinuity between stations EB2864.located in North Carolina and those in adjacent states EB2864.which have been adjusted to the HARN may be as much as 5 EB2864.decimeters. This will result in a significant loss of accuracy EB2864.over lines crossing such state borders. EB2864 EB2864 EB2864.The horizontal coordinates were established by classical geodetic methods EB2864.and adjusted by the National Geodetic Survey in July 1986. EB2864 EB2864.The NAVD 88 height was computed by applying the VERTCON shift value to EB2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2864 EB2864.The Laplace correction was computed from DEFLEC99 derived deflections. EB2864 EB2864.The geoid height was determined by GEOID03. EB2864 EB2864; North East Units Scale Factor Converg. EB2864;SPC NC - 127,688.908 544,948.726 MT 0.99989143 -0 24 29.9 EB2864;SPC NC - 418,926.03 1,787,885.95 sFT 0.99989143 -0 24 29.9 EB2864;UTM 17 - 3,862,604.387 618,096.578 MT 0.99977189 +0 44 22.6 EB2864 EB2864! - Elev Factor x Scale Factor = Combined Factor EB2864!SPC NC - 0.99998939 x 0.99989143 = 0.99988082 EB2864!UTM 17 - 0.99998939 x 0.99977189 = 0.99976129 EB2864 EB2864: Primary Azimuth Mark Grid Az EB2864:SPC NC - BRIDGE 159 53 15.9 EB2864:UTM 17 - BRIDGE 158 44 23.4 EB2864 EB2864|---------------------------------------------------------------------| EB2864| PID Reference Object Distance Geod. Az | EB2864| dddmmss.s | EB2864| EB2870 BRIDGE APPROX. 0.9 KM 1592846.0 | EB2864| EB2863 SPRING 318.229 METERS 31028 | EB2864|---------------------------------------------------------------------| EB2864 EB2864 SUPERSEDED SURVEY CONTROL EB2864 EB2864 NAD 27 - 34 53 55.82310(N) 079 42 27.58607(W) AD( ) 2 EB2864 NGVD 29 (07/19/86) 99.3 (m) 326. (f) VERT ANG EB2864 EB2864.Superseded values are not recommended for survey control. EB2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2864.See file dsdata.txt to determine how the superseded data were derived. EB2864 EB2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1809762604(NAD 83) EB2864_MARKER: DE = TRAVERSE STATION DISK EB2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2864_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2864_STAMPING: JACK 1970 EB2864_MARK LOGO: NCGS EB2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2864+STABILITY: SURFACE MOTION EB2864 EB2864 HISTORY - Date Condition Report By EB2864 HISTORY - 1970 MONUMENTED NCGS EB2864 EB2864 STATION DESCRIPTION EB2864 EB2864'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2864'JACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2864'VICINITY OF HAMLET, NORTH CAROLINA. EB2864' EB2864'JACK IS LOCATED APPROXIMATELY 0.5 MILE NORTHWEST OF HAMLET. TO REACH EB2864'STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN HAMLET, EB2864'GO NORTHWEST ON US 74 FOR 0.5 MILE TO STATION ON LEFT, EB2864'APPROXIMATELY 300 FEET NORTHWEST OF CROUCH AND KIME AUTO SALES, AND EB2864'2.0 MILES SOUTHEAST OF INTERSECTION OF US 1 AND SR 1641. EB2864' EB2864'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED JACK EB2864'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2864'FLUSH WITH THE SURFACE OF THE GROUND. EB2864' EB2864'MARK IS EB2864' EB2864'17.2 FEET SW OF C/L OF E BOUND LANE OF US 74. EB2864'65.4 FEET ESE OF ALUMINUM REF. TAG ON POST OF REDUCE SPEED SIGN. EB2864'125.9 FEET E OF TELEPHONE JUNCTION BOX, WITH ALUMINUM REF. TAG. EB2864'83.4 FEET E OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. EB2864'66.6 FEET E OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EB2864'53.9 FEET NE OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EB2864'60.7 FEET NE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EB2864'150.0 FEET NNE OF ALUMINUM REF. TAG ON TP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5764 *********************************************************************** EZ5764 DESIGNATION - JACKSON EZ5764 PID - EZ5764 EZ5764 STATE/COUNTY- NC/RICHMOND EZ5764 USGS QUAD - HOFFMAN (1982) EZ5764 EZ5764 *CURRENT SURVEY CONTROL EZ5764 ___________________________________________________________________ EZ5764* NAD 83(1986)- 35 05 36.25430(N) 079 35 25.63620(W) ADJUSTED EZ5764* NAVD 88 - 120.7 (meters) 396. (feet) VERTCON EZ5764 ___________________________________________________________________ EZ5764 LAPLACE CORR- -4.48 (seconds) DEFLEC99 EZ5764 GEOID HEIGHT- -31.45 (meters) GEOID03 EZ5764 EZ5764 HORZ ORDER - SECOND EZ5764 EZ5764.The North Carolina HARNS have been completed but, EZ5764.due to contractual restrictions, coordinates for these stations EZ5764.will NOT be published in the near future. In the interim, the EZ5764.published coordinates in North Carolina will not be EZ5764.consistent with the Continuously Operating Reference Stations EZ5764.(CORS). The HARN coordinates for these stations are available EZ5764.upon request. Contact Gary Thompson(919-733-3836). EZ5764. EZ5764.In addition, the published North Carolina positions EZ5764.(NAD 83 (1986)) are NOT consistent with those determined in EZ5764.adjacent state readjustments. The discontinuity between stations EZ5764.located in North Carolina and those in adjacent states EZ5764.which have been adjusted to the HARN may be as much as 5 EZ5764.decimeters. This will result in a significant loss of accuracy EZ5764.over lines crossing such state borders. EZ5764 EZ5764 EZ5764.The horizontal coordinates were established by classical geodetic methods EZ5764.and adjusted by the National Geodetic Survey in March 1990. EZ5764 EZ5764.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5764 EZ5764.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5764 EZ5764.The geoid height was determined by GEOID03. EZ5764 EZ5764; North East Units Scale Factor Converg. EZ5764;SPC NC - 149,183.853 555,768.004 MT 0.99987639 -0 20 26.9 EZ5764;SPC NC - 489,447.36 1,823,382.19 sFT 0.99987639 -0 20 26.9 EZ5764;UTM 17 - 3,884,309.987 628,481.458 MT 0.99980344 +0 48 37.7 EZ5764 EZ5764! - Elev Factor x Scale Factor = Combined Factor EZ5764!SPC NC - 0.99998600 x 0.99987639 = 0.99986239 EZ5764!UTM 17 - 0.99998600 x 0.99980344 = 0.99978944 EZ5764 EZ5764 SUPERSEDED SURVEY CONTROL EZ5764 EZ5764 NGVD 29 (03/28/90) 120.9 (m) 397. (f) VERT ANG EZ5764 EZ5764.Superseded values are not recommended for survey control. EZ5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5764.See file dsdata.txt to determine how the superseded data were derived. EZ5764 EZ5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2848184310(NAD 83) EZ5764_MARKER: DE = TRAVERSE STATION DISK EZ5764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5764_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5764_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5764+STABILITY: SURFACE MOTION EZ5764 EZ5764 HISTORY - Date Condition Report By EZ5764 HISTORY - 1977 MONUMENTED NCGS EZ5764 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5764 EZ5764 STATION DESCRIPTION EZ5764 EZ5764'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5764'THE STATION IS LOCATED ON THE NORTH SIDE OF THE SANDHILLS GAME LAND EZ5764'AND APPROXIMATELY 4.9 MILES NORTH-NORTHWEST OF HOFFMAN. EZ5764' EZ5764'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5764'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILES TO SR 1475 (MORRISON TRAINING EZ5764'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5764'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 5.55 MILES TO STATION IN EZ5764'GRASS ISLAND FORMED BY SR 1003 ACCESS ROAD TO SR 1465 AND INTERSECTION EZ5764'OF THE TWO ROADS. EZ5764' EZ5764'STATION MARK IS A STANDARD DISK STAMPED---JACKSON 1977---, SET IN THE EZ5764'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ5764'THE MARK IS 13.6 FEET NORTHEAST OF THE CENTERLINE OF SR 1003, 22.5 EZ5764'FEET SOUTHWEST OF THE CENTERLINE OF ACCESS ROAD, 103.1 FEET WEST OF EZ5764'THE CENTERLINE OF SR 1465, 97.6 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE EZ5764'WITH REFERENCE TAG AND 147.0 FEET WEST-SOUTHWEST OF A POWER POLE WITH EZ5764'REFERENCE TAG. EZ5764 EZ5764 STATION RECOVERY (1996) EZ5764 EZ5764'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5764'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5765 *********************************************************************** EZ5765 DESIGNATION - JASPER EZ5765 PID - EZ5765 EZ5765 STATE/COUNTY- NC/RICHMOND EZ5765 USGS QUAD - HOFFMAN (1982) EZ5765 EZ5765 *CURRENT SURVEY CONTROL EZ5765 ___________________________________________________________________ EZ5765* NAD 83(1986)- 35 02 00.32094(N) 079 34 19.48580(W) ADJUSTED EZ5765* NAVD 88 - 137.602 (meters) 451.45 (feet) ADJUSTED EZ5765 ___________________________________________________________________ EZ5765 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EZ5765 GEOID HEIGHT- -31.64 (meters) GEOID03 EZ5765 DYNAMIC HT - 137.475 (meters) 451.03 (feet) COMP EZ5765 MODELED GRAV- 979,707.1 (mgal) NAVD 88 EZ5765 EZ5765 HORZ ORDER - SECOND EZ5765 VERT ORDER - SECOND CLASS II EZ5765 EZ5765.The North Carolina HARNS have been completed but, EZ5765.due to contractual restrictions, coordinates for these stations EZ5765.will NOT be published in the near future. In the interim, the EZ5765.published coordinates in North Carolina will not be EZ5765.consistent with the Continuously Operating Reference Stations EZ5765.(CORS). The HARN coordinates for these stations are available EZ5765.upon request. Contact Gary Thompson(919-733-3836). EZ5765. EZ5765.In addition, the published North Carolina positions EZ5765.(NAD 83 (1986)) are NOT consistent with those determined in EZ5765.adjacent state readjustments. The discontinuity between stations EZ5765.located in North Carolina and those in adjacent states EZ5765.which have been adjusted to the HARN may be as much as 5 EZ5765.decimeters. This will result in a significant loss of accuracy EZ5765.over lines crossing such state borders. EZ5765 EZ5765 EZ5765.The horizontal coordinates were established by classical geodetic methods EZ5765.and adjusted by the National Geodetic Survey in March 1990. EZ5765 EZ5765.The orthometric height was determined by differential leveling EZ5765.and adjusted by the National Geodetic Survey in August 2000. EZ5765 EZ5765.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5765 EZ5765.The geoid height was determined by GEOID03. EZ5765 EZ5765.The dynamic height is computed by dividing the NAVD 88 EZ5765.geopotential number by the normal gravity value computed on the EZ5765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5765.degrees latitude (g = 980.6199 gals.). EZ5765 EZ5765.The modeled gravity was interpolated from observed gravity values. EZ5765 EZ5765; North East Units Scale Factor Converg. EZ5765;SPC NC - 142,520.515 557,404.947 MT 0.99987981 -0 19 48.7 EZ5765;SPC NC - 467,586.06 1,828,752.73 sFT 0.99987981 -0 19 48.7 EZ5765;UTM 17 - 3,877,681.340 630,251.751 MT 0.99980909 +0 49 11.3 EZ5765 EZ5765! - Elev Factor x Scale Factor = Combined Factor EZ5765!SPC NC - 0.99998337 x 0.99987981 = 0.99986318 EZ5765!UTM 17 - 0.99998337 x 0.99980909 = 0.99979246 EZ5765 EZ5765 SUPERSEDED SURVEY CONTROL EZ5765 EZ5765 NGVD 29 (03/28/90) 137.8 (m) 452. (f) VERT ANG EZ5765 EZ5765.Superseded values are not recommended for survey control. EZ5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5765.See file dsdata.txt to determine how the superseded data were derived. EZ5765 EZ5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3025277681(NAD 83) EZ5765_MARKER: DE = TRAVERSE STATION DISK EZ5765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5765_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5765_STAMPING: JASPER 1977 EZ5765_MARK LOGO: NCGS EZ5765_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5765+STABILITY: SURFACE MOTION EZ5765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5765+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998 EZ5765 EZ5765 HISTORY - Date Condition Report By EZ5765 HISTORY - 1977 MONUMENTED NCGS EZ5765 HISTORY - 1985 GOOD USPSQD EZ5765 HISTORY - 19980323 GOOD NCGS EZ5765 EZ5765 STATION DESCRIPTION EZ5765 EZ5765'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5765'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES WEST OF HOFFMAN. EZ5765' EZ5765'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5765'SOUTHWEST ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING SCHOOL EZ5765'ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (RIGHT FORK), EZ5765'THENCE NORTHWEST ALONG SR 1003 FOR 0.75 MILE TO STATION ON LEFT, IN EZ5765'ROAD SHOULDER AT ENTRANCE ROAD TO FIELD AND SMALL WHITE SHINGLE HOUSE. EZ5765' EZ5765'STATION MARK IS A STANDARD DISK STAMPED---JASPER 1977---, SET IN THE EZ5765'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5765'SURFACE. THE MARK IS 14.7 FEET SOUTHWEST OF THE CENTERLINE OF SR EZ5765'1003, 52.5 FEET NORTH-NORTHEAST OF AN 8 INCH OAK WITH REFERENCE TAG, EZ5765'58.3 FEET WEST-SOUTHWEST OF A 4 INCH PINE WITH REFERENCE TAG, 109.8 EZ5765'FEET WEST-NORTHWEST OF A 4 INCH PINE WITH REFERENCE TAG AND 100.1 FEET EZ5765'SOUTH OF AN 8 INCH OAK WITH REFERENCE TAG. EZ5765 EZ5765 STATION RECOVERY (1985) EZ5765 EZ5765'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5765'RECOVERED IN GOOD CONDITION. EZ5765 EZ5765 STATION RECOVERY (1998) EZ5765 EZ5765'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5765'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. FIELD ROAD IS EZ5765'NAMED-(CHERRY WOOD DR). MARK IS RECESSED 6-INCHES. LOCATED 15.0 FT EZ5765'(4.6 M) SOUTH-SOUTHEAST OF THE CENTER OF CHERRY WOOD DR, 5.6 FT (1.7 EZ5765'M) NORTHEAST OF STREET SIGN POST, 223.7 FT (68.2 M) NORTH-NORTHWEST OF EZ5765'A POWER POLE WITH TRANSFORMER, AND 287.2 FT (87.5 M) SOUTHEAST OF A EZ5765'POWER POLE. BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5766 *********************************************************************** EZ5766 DESIGNATION - JAYBOX EZ5766 PID - EZ5766 EZ5766 STATE/COUNTY- NC/RICHMOND EZ5766 USGS QUAD - ELLERBE (1982) EZ5766 EZ5766 *CURRENT SURVEY CONTROL EZ5766 ___________________________________________________________________ EZ5766* NAD 83(1986)- 35 02 20.90436(N) 079 46 06.96160(W) ADJUSTED EZ5766* NAVD 88 - 132.3 (meters) 434. (feet) VERTCON EZ5766 ___________________________________________________________________ EZ5766 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EZ5766 GEOID HEIGHT- -31.05 (meters) GEOID03 EZ5766 EZ5766 HORZ ORDER - SECOND EZ5766 EZ5766.The North Carolina HARNS have been completed but, EZ5766.due to contractual restrictions, coordinates for these stations EZ5766.will NOT be published in the near future. In the interim, the EZ5766.published coordinates in North Carolina will not be EZ5766.consistent with the Continuously Operating Reference Stations EZ5766.(CORS). The HARN coordinates for these stations are available EZ5766.upon request. Contact Gary Thompson(919-733-3836). EZ5766. EZ5766.In addition, the published North Carolina positions EZ5766.(NAD 83 (1986)) are NOT consistent with those determined in EZ5766.adjacent state readjustments. The discontinuity between stations EZ5766.located in North Carolina and those in adjacent states EZ5766.which have been adjusted to the HARN may be as much as 5 EZ5766.decimeters. This will result in a significant loss of accuracy EZ5766.over lines crossing such state borders. EZ5766 EZ5766 EZ5766.The horizontal coordinates were established by classical geodetic methods EZ5766.and adjusted by the National Geodetic Survey in March 1990. EZ5766 EZ5766.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5766 EZ5766.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5766 EZ5766.The geoid height was determined by GEOID03. EZ5766 EZ5766; North East Units Scale Factor Converg. EZ5766;SPC NC - 143,275.818 539,479.675 MT 0.99987944 -0 26 37.0 EZ5766;SPC NC - 470,064.08 1,769,942.90 sFT 0.99987944 -0 26 37.0 EZ5766;UTM 17 - 3,878,076.585 612,316.686 MT 0.99975547 +0 42 25.4 EZ5766 EZ5766! - Elev Factor x Scale Factor = Combined Factor EZ5766!SPC NC - 0.99998411 x 0.99987944 = 0.99986355 EZ5766!UTM 17 - 0.99998411 x 0.99975547 = 0.99973959 EZ5766 EZ5766 SUPERSEDED SURVEY CONTROL EZ5766 EZ5766 NGVD 29 (03/28/90) 132.5 (m) 435. (f) VERT ANG EZ5766 EZ5766.Superseded values are not recommended for survey control. EZ5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5766.See file dsdata.txt to determine how the superseded data were derived. EZ5766 EZ5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1231778077(NAD 83) EZ5766_MARKER: DE = TRAVERSE STATION DISK EZ5766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5766_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5766_STAMPING: JAYBOX 1977 EZ5766_MARK LOGO: NCGS EZ5766_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5766+STABILITY: SURFACE MOTION EZ5766 EZ5766 HISTORY - Date Condition Report By EZ5766 HISTORY - 1977 MONUMENTED NCGS EZ5766 HISTORY - 19930128 GOOD NCGS EZ5766 EZ5766 STATION DESCRIPTION EZ5766 EZ5766'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5766'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTH OF ELLERBE AND EZ5766'6.9 MILES NORTH OF ROCKINGHAM. EZ5766' EZ5766'TO REACH THE STATION FROM THE INTERSECTION OF US 220 (MAIN STREET) EZ5766'WITH SR 1309 (PAGE STREET) IN ELLERBE, PROCEED SOUTHERLY ALONG US 220 EZ5766'FOR 2.45 MILES TO STATION IN MEDIAN 0.1 MILE SOUTH OF JUNCTION WITH EZ5766'SR 1446 AND SR 1448 (BOTH MERGE FROM EAST). EZ5766' EZ5766'STATION MARK IS A STANDARD DISK STAMPED---JAYBOX 1977--- SET IN THE TO EZ5766'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EZ5766'THE MARK IS 18.5 FEET EAST OF CENTERLINE OF SOUTH BOUND LANES, 65.1 EZ5766'FEET WEST OF CENTERLINE OF NORTH BOUND LANES, 61.8 FEET SOUTHWEST OF EZ5766'SOUTHWEST CORNER OF CONCRETE CATCH BASIN, 105.5 FEET SOUTH-SOUTHEAST EZ5766'OF SOUTH END OF HEADWALL OF CULVERT ON WEST SIDE OF HIGHWAY AND 88.9 EZ5766'FEET EAST OF SUPPORT POST OF TELEPHONE PEDESTAL AND REPEATER CABINET. EZ5766 EZ5766 STATION RECOVERY (1993) EZ5766 EZ5766'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (GWT) EZ5766'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2857 *********************************************************************** EB2857 DESIGNATION - JENKINS EB2857 PID - EB2857 EB2857 STATE/COUNTY- NC/RICHMOND EB2857 USGS QUAD - HAMLET (1982) EB2857 EB2857 *CURRENT SURVEY CONTROL EB2857 ___________________________________________________________________ EB2857* NAD 83(1986)- 34 58 34.55432(N) 079 39 01.75187(W) ADJUSTED EB2857* NAVD 88 - 110.7 (meters) 363. (feet) VERTCON EB2857 ___________________________________________________________________ EB2857 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB2857 GEOID HEIGHT- -31.50 (meters) GEOID03 EB2857 EB2857 HORZ ORDER - SECOND EB2857 EB2857.The North Carolina HARNS have been completed but, EB2857.due to contractual restrictions, coordinates for these stations EB2857.will NOT be published in the near future. In the interim, the EB2857.published coordinates in North Carolina will not be EB2857.consistent with the Continuously Operating Reference Stations EB2857.(CORS). The HARN coordinates for these stations are available EB2857.upon request. Contact Gary Thompson(919-733-3836). EB2857. EB2857.In addition, the published North Carolina positions EB2857.(NAD 83 (1986)) are NOT consistent with those determined in EB2857.adjacent state readjustments. The discontinuity between stations EB2857.located in North Carolina and those in adjacent states EB2857.which have been adjusted to the HARN may be as much as 5 EB2857.decimeters. This will result in a significant loss of accuracy EB2857.over lines crossing such state borders. EB2857 EB2857 EB2857.The horizontal coordinates were established by classical geodetic methods EB2857.and adjusted by the National Geodetic Survey in July 1986. EB2857 EB2857.The NAVD 88 height was computed by applying the VERTCON shift value to EB2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2857 EB2857.The Laplace correction was computed from DEFLEC99 derived deflections. EB2857 EB2857.The geoid height was determined by GEOID03. EB2857 EB2857; North East Units Scale Factor Converg. EB2857;SPC NC - 136,224.373 550,209.655 MT 0.99988409 -0 22 31.6 EB2857;SPC NC - 446,929.46 1,805,146.18 sFT 0.99988409 -0 22 31.6 EB2857;UTM 17 - 3,871,242.652 623,184.814 MT 0.99978702 +0 46 25.3 EB2857 EB2857! - Elev Factor x Scale Factor = Combined Factor EB2857!SPC NC - 0.99998756 x 0.99988409 = 0.99987165 EB2857!UTM 17 - 0.99998756 x 0.99978702 = 0.99977459 EB2857 EB2857: Primary Azimuth Mark Grid Az EB2857:SPC NC - DRAGWAY 089 32 00.3 EB2857:UTM 17 - DRAGWAY 088 23 03.4 EB2857 EB2857|---------------------------------------------------------------------| EB2857| PID Reference Object Distance Geod. Az | EB2857| dddmmss.s | EB2857| EB2830 DRAGWAY APPROX. 3.2 KM 0890928.7 | EB2857| EB2853 BILLBOARD 369.199 METERS 24934 | EB2857|---------------------------------------------------------------------| EB2857 EB2857 SUPERSEDED SURVEY CONTROL EB2857 EB2857 NAD 27 - 34 58 34.00217(N) 079 39 02.56090(W) AD( ) 2 EB2857 NGVD 29 (07/19/86) 111.0 (m) 364. (f) VERT ANG EB2857 EB2857.Superseded values are not recommended for survey control. EB2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2857.See file dsdata.txt to determine how the superseded data were derived. EB2857 EB2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2318571243(NAD 83) EB2857_MARKER: DE = TRAVERSE STATION DISK EB2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2857_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2857_STAMPING: JENKINS 1972 EB2857_MARK LOGO: NCGS EB2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2857+STABILITY: SURFACE MOTION EB2857 EB2857 HISTORY - Date Condition Report By EB2857 HISTORY - 1972 MONUMENTED NCGS EB2857 EB2857 STATION DESCRIPTION EB2857 EB2857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB2857'JENKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2857'THE VICINITY OF HOFFMAN, NORTH CAROLINA. EB2857' EB2857'JENKINS IS LOCATED APPROXIMATELY 6.7 MILES SOUTHWEST OF HOFFMAN AND EB2857'7.3 MILES ENE OF ROCKINGHAM. TO REACH STATION FROM THE INTERSECTION EB2857'OF US 1 AND NC 177 NORTHEAST OF ROCKINGHAM, PROCEED WEST ALONG US 1 EB2857'FOR 2.8 MILES TO STATION ON RIGHT (N), ON 4 FOOT BANK AND 1.3 EB2857'MILES NORTHEAST OF INTERSECTION WITH SR 1606. EB2857' EB2857'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EB2857'STAMPED JENKINS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB2857'OF WHICH IS FLUSH WITH THE GROUND. EB2857' EB2857'MARK IS EB2857'53.9 FEET N OF C/L OF US 1. EB2857'44.5 FEET E OF C/L OF DIRT PATH (NE). EB2857'25.6 FEET S OF 6 INCH PINE WITH ALUMINUM REF. TAG. EB2857'93.4 FEET NE OF CENTER OF N END OF CONCRETE CULVERT WITH EB2857'HEADWALL, UNDER US 1. EB2857'62.8 FEET E OF TELEPHONE REPAIR SERVICE BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5768 *********************************************************************** EZ5768 DESIGNATION - JODAR EZ5768 PID - EZ5768 EZ5768 STATE/COUNTY- NC/RICHMOND EZ5768 USGS QUAD - NORMAN (1983) EZ5768 EZ5768 *CURRENT SURVEY CONTROL EZ5768 ___________________________________________________________________ EZ5768* NAD 83(1986)- 35 09 12.57403(N) 079 43 04.37473(W) ADJUSTED EZ5768* NAVD 88 - 184.963 (meters) 606.83 (feet) ADJUSTED EZ5768 ___________________________________________________________________ EZ5768 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EZ5768 GEOID HEIGHT- -30.98 (meters) GEOID03 EZ5768 DYNAMIC HT - 184.795 (meters) 606.28 (feet) COMP EZ5768 MODELED GRAV- 979,719.0 (mgal) NAVD 88 EZ5768 EZ5768 HORZ ORDER - SECOND EZ5768 VERT ORDER - SECOND CLASS II EZ5768 EZ5768.The North Carolina HARNS have been completed but, EZ5768.due to contractual restrictions, coordinates for these stations EZ5768.will NOT be published in the near future. In the interim, the EZ5768.published coordinates in North Carolina will not be EZ5768.consistent with the Continuously Operating Reference Stations EZ5768.(CORS). The HARN coordinates for these stations are available EZ5768.upon request. Contact Gary Thompson(919-733-3836). EZ5768. EZ5768.In addition, the published North Carolina positions EZ5768.(NAD 83 (1986)) are NOT consistent with those determined in EZ5768.adjacent state readjustments. The discontinuity between stations EZ5768.located in North Carolina and those in adjacent states EZ5768.which have been adjusted to the HARN may be as much as 5 EZ5768.decimeters. This will result in a significant loss of accuracy EZ5768.over lines crossing such state borders. EZ5768 EZ5768 EZ5768.The horizontal coordinates were established by classical geodetic methods EZ5768.and adjusted by the National Geodetic Survey in March 1990. EZ5768 EZ5768.The orthometric height was determined by differential leveling EZ5768.and adjusted by the National Geodetic Survey in August 2000. EZ5768 EZ5768.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5768 EZ5768.The geoid height was determined by GEOID03. EZ5768 EZ5768.The dynamic height is computed by dividing the NAVD 88 EZ5768.geopotential number by the normal gravity value computed on the EZ5768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5768.degrees latitude (g = 980.6199 gals.). EZ5768 EZ5768.The modeled gravity was interpolated from observed gravity values. EZ5768 EZ5768; North East Units Scale Factor Converg. EZ5768;SPC NC - 155,925.829 544,198.519 MT 0.99987406 -0 24 51.6 EZ5768;SPC NC - 511,566.66 1,785,424.64 sFT 0.99987406 -0 24 51.6 EZ5768;UTM 17 - 3,890,817.421 616,779.818 MT 0.99976807 +0 44 17.8 EZ5768 EZ5768! - Elev Factor x Scale Factor = Combined Factor EZ5768!SPC NC - 0.99997583 x 0.99987406 = 0.99984989 EZ5768!UTM 17 - 0.99997583 x 0.99976807 = 0.99974391 EZ5768 EZ5768 SUPERSEDED SURVEY CONTROL EZ5768 EZ5768 NGVD 29 (03/28/90) 185.4 (m) 608. (f) VERT ANG EZ5768 EZ5768.Superseded values are not recommended for survey control. EZ5768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5768.See file dsdata.txt to determine how the superseded data were derived. EZ5768 EZ5768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1678090817(NAD 83) EZ5768_MARKER: DE = TRAVERSE STATION DISK EZ5768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5768_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5768_STAMPING: JODAR 1977 EZ5768_MARK LOGO: NCGS EZ5768_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5768+STABILITY: SURFACE MOTION EZ5768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5768+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1998 EZ5768 EZ5768 HISTORY - Date Condition Report By EZ5768 HISTORY - 1977 MONUMENTED NCGS EZ5768 HISTORY - 19930928 GOOD NCGS EZ5768 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5768 HISTORY - 19980209 GOOD NCGS EZ5768 EZ5768 STATION DESCRIPTION EZ5768 EZ5768'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5768'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTH OF NORMAN AND 6.2 EZ5768'MILES NORTHEAST OF ELLERBE. EZ5768' EZ5768'TO REACH THE STATION FROM THE INTERSECTION EZ5768'OF US 220 WITH NC 73 AT EZ5768'PLAINVIEW, PROCEED NORTHERLY ALONG US 220 FOR 0.6 MILE TO STATION ON EZ5768'THE RIGHT BANK (LEVEL WITH HIGHWAY) AND 1.3 MILES SOUTH OF SR 1321 EZ5768'(MOORE STREET) IN NORMAN. EZ5768' EZ5768'STATION MARK IS A STANDARD DISK STAMPED---JODAR 1977---SET IN THE TOP EZ5768'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5768'MARK IS 33.2 FEET EAST OF CENTERLINE OF US 220, 9.1 FEET WEST OF EZ5768'TELEPHONE POLE WITH REFERENCE TAG, ACROSS HIGHWAY AND 64.4 FEET EAST EZ5768'OF ONE POWER POLE WITH REFERENCE TAG AND 225.4 FEET SOUTH OF ANOTHER EZ5768'POWER POLE. EZ5768 EZ5768 STATION RECOVERY (1993) EZ5768 EZ5768'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5768'RECOVERED AS DESCRIBED. NORMAN RICHMOND TANK IS VISIBLE AND THE GRID EZ5768'AZIMUTH IS--113-43-22.39-. EZ5768 EZ5768 STATION RECOVERY (1996) EZ5768 EZ5768'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5768'MARK NOT FOUND. EZ5768 EZ5768 STATION RECOVERY (1998) EZ5768 EZ5768'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5768'RECOVERED IN FAIR CONDITION. TOP OF MARK HAS BEEN CHIPPED BY MACHINERY EZ5768'BUT IS UPRIGHT AND SOLID IN THE GROUND. MARK IS LOCATED 35.0 FT (10.7 EZ5768'M) SOUTHWEST OF THE CENTERLINE OF DIRT ROAD LEADING EAST, 25.0 FT (7.6 EZ5768'M) NORTH-NORTHEAST OF A FIRE HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5769 *********************************************************************** EZ5769 DESIGNATION - JONDON EZ5769 PID - EZ5769 EZ5769 STATE/COUNTY- NC/RICHMOND EZ5769 USGS QUAD - HOFFMAN (1982) EZ5769 EZ5769 *CURRENT SURVEY CONTROL EZ5769 ___________________________________________________________________ EZ5769* NAD 83(1986)- 35 04 58.80592(N) 079 35 15.16919(W) ADJUSTED EZ5769* NAVD 88 - 99.051 (meters) 324.97 (feet) ADJUSTED EZ5769 ___________________________________________________________________ EZ5769 LAPLACE CORR- -4.54 (seconds) DEFLEC99 EZ5769 GEOID HEIGHT- -31.49 (meters) GEOID03 EZ5769 DYNAMIC HT - 98.960 (meters) 324.67 (feet) COMP EZ5769 MODELED GRAV- 979,716.0 (mgal) NAVD 88 EZ5769 EZ5769 HORZ ORDER - SECOND EZ5769 VERT ORDER - SECOND CLASS II EZ5769 EZ5769.The North Carolina HARNS have been completed but, EZ5769.due to contractual restrictions, coordinates for these stations EZ5769.will NOT be published in the near future. In the interim, the EZ5769.published coordinates in North Carolina will not be EZ5769.consistent with the Continuously Operating Reference Stations EZ5769.(CORS). The HARN coordinates for these stations are available EZ5769.upon request. Contact Gary Thompson(919-733-3836). EZ5769. EZ5769.In addition, the published North Carolina positions EZ5769.(NAD 83 (1986)) are NOT consistent with those determined in EZ5769.adjacent state readjustments. The discontinuity between stations EZ5769.located in North Carolina and those in adjacent states EZ5769.which have been adjusted to the HARN may be as much as 5 EZ5769.decimeters. This will result in a significant loss of accuracy EZ5769.over lines crossing such state borders. EZ5769 EZ5769 EZ5769.The horizontal coordinates were established by classical geodetic methods EZ5769.and adjusted by the National Geodetic Survey in March 1990. EZ5769 EZ5769.The orthometric height was determined by differential leveling EZ5769.and adjusted by the National Geodetic Survey in August 2000. EZ5769 EZ5769.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5769 EZ5769.The geoid height was determined by GEOID03. EZ5769 EZ5769.The dynamic height is computed by dividing the NAVD 88 EZ5769.geopotential number by the normal gravity value computed on the EZ5769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5769.degrees latitude (g = 980.6199 gals.). EZ5769 EZ5769.The modeled gravity was interpolated from observed gravity values. EZ5769 EZ5769; North East Units Scale Factor Converg. EZ5769;SPC NC - 148,028.386 556,026.256 MT 0.99987691 -0 20 20.8 EZ5769;SPC NC - 485,656.46 1,824,229.47 sFT 0.99987691 -0 20 20.8 EZ5769;UTM 17 - 3,883,160.025 628,762.851 MT 0.99980434 +0 48 43.0 EZ5769 EZ5769! - Elev Factor x Scale Factor = Combined Factor EZ5769!SPC NC - 0.99998939 x 0.99987691 = 0.99986631 EZ5769!UTM 17 - 0.99998939 x 0.99980434 = 0.99979374 EZ5769 EZ5769 SUPERSEDED SURVEY CONTROL EZ5769 EZ5769 NGVD 29 (03/28/90) 99.31 (m) 325.8 (f) LEVELING 3 EZ5769 EZ5769.Superseded values are not recommended for survey control. EZ5769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5769.See file dsdata.txt to determine how the superseded data were derived. EZ5769 EZ5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2876383160(NAD 83) EZ5769_MARKER: DE = TRAVERSE STATION DISK EZ5769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5769_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5769_STAMPING: JONDON 1977 EZ5769_MARK LOGO: NCGS EZ5769_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5769+STABILITY: SURFACE MOTION EZ5769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5769+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5769 EZ5769 HISTORY - Date Condition Report By EZ5769 HISTORY - 1977 MONUMENTED NCGS EZ5769 HISTORY - 1985 GOOD USPSQD EZ5769 HISTORY - 19980317 GOOD NCGS EZ5769 EZ5769 STATION DESCRIPTION EZ5769 EZ5769'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5769'THE STATION IS LOCATED IN THE NORTH SIDE OF THE SANDHILLS GAME LAND EZ5769'AND 5.0 MILES SOUTHEAST OF DERBY. EZ5769' EZ5769'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5769'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5769'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5769'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 4.8 MILES TO SR 1473 EZ5769'(LEADING INTO MOORE COUNTY) AND STATION IN NORTHEAST QUADRANT OF EZ5769'INTERSECTION, UNDER POWER LINE. EZ5769' EZ5769'STATION MARK IS A STANDARD DISK STAMPED---JONDON 1977---, SET IN THE EZ5769'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5769'THE MARK IS 30.1 FEET EAST OF THE CENTERLINE OF SR 1003, 85.7 FEET EZ5769'NORTH OF THE CENTERLINE OF SR 1473, 24.2 FEET WEST-SOUTHWEST OF AN 8 EZ5769'INCH PINE WITH REFERENCE TAG, 28.4 FEET NORTH-NORTHWEST OF A POWER EZ5769'POLE 7T116 WITH REFERENCE TAG, 47.2 FEET WEST-NORTHWEST OF AN 18 INCH EZ5769'WATER OAK WITH REFERENCE TAG AND 127.5 FEET SOUTH-SOUTHEAST OF A 16 EZ5769'INCH PINE WITH REFERENCE TAG. EZ5769 EZ5769 STATION RECOVERY (1985) EZ5769 EZ5769'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5769'RECOVERED IN GOOD CONDITION. EZ5769 EZ5769 STATION RECOVERY (1998) EZ5769 EZ5769'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5769'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. 8-INCH PINE IS EZ5769'NOW 12-INCHES AND 18-WATER OAK IS A 28-INCH TRIPLE TRUNK WATER OAK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2888 *********************************************************************** EB2888 DESIGNATION - KAMPUS EB2888 PID - EB2888 EB2888 STATE/COUNTY- NC/RICHMOND EB2888 USGS QUAD - HAMLET (1982) EB2888 EB2888 *CURRENT SURVEY CONTROL EB2888 ___________________________________________________________________ EB2888* NAD 83(1986)- 34 54 28.48548(N) 079 42 58.52872(W) ADJUSTED EB2888* NAVD 88 - 83.8 (meters) 275. (feet) VERTCON EB2888 ___________________________________________________________________ EB2888 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EB2888 GEOID HEIGHT- -31.41 (meters) GEOID03 EB2888 EB2888 HORZ ORDER - SECOND EB2888 EB2888.The North Carolina HARNS have been completed but, EB2888.due to contractual restrictions, coordinates for these stations EB2888.will NOT be published in the near future. In the interim, the EB2888.published coordinates in North Carolina will not be EB2888.consistent with the Continuously Operating Reference Stations EB2888.(CORS). The HARN coordinates for these stations are available EB2888.upon request. Contact Gary Thompson(919-733-3836). EB2888. EB2888.In addition, the published North Carolina positions EB2888.(NAD 83 (1986)) are NOT consistent with those determined in EB2888.adjacent state readjustments. The discontinuity between stations EB2888.located in North Carolina and those in adjacent states EB2888.which have been adjusted to the HARN may be as much as 5 EB2888.decimeters. This will result in a significant loss of accuracy EB2888.over lines crossing such state borders. EB2888 EB2888 EB2888.The horizontal coordinates were established by classical geodetic methods EB2888.and adjusted by the National Geodetic Survey in July 1986. EB2888 EB2888.The NAVD 88 height was computed by applying the VERTCON shift value to EB2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2888 EB2888.The Laplace correction was computed from DEFLEC99 derived deflections. EB2888 EB2888.The geoid height was determined by GEOID03. EB2888 EB2888; North East Units Scale Factor Converg. EB2888;SPC NC - 128,683.777 544,149.908 MT 0.99989049 -0 24 48.3 EB2888;SPC NC - 422,190.03 1,785,265.16 sFT 0.99989049 -0 24 48.3 EB2888;UTM 17 - 3,863,582.934 617,278.086 MT 0.99976952 +0 44 05.0 EB2888 EB2888! - Elev Factor x Scale Factor = Combined Factor EB2888!SPC NC - 0.99999177 x 0.99989049 = 0.99988226 EB2888!UTM 17 - 0.99999177 x 0.99976952 = 0.99976129 EB2888 EB2888: Primary Azimuth Mark Grid Az EB2888:SPC NC - ROCKINGHAM RAD STA WAYN TOWER 303 00 26.2 EB2888:UTM 17 - ROCKINGHAM RAD STA WAYN TOWER 301 51 32.9 EB2888 EB2888|---------------------------------------------------------------------| EB2888| PID Reference Object Distance Geod. Az | EB2888| dddmmss.s | EB2888| EB2884 ROCKINGHAM RAD STA WAYN TOWER APPROX. 3.2 KM 3023537.9 | EB2888| EB2885 WOOD 387.152 METERS 30759 | EB2888| EB2896 ROCKINGHAM CABLEVISION TOWER APPROX. 2.4 KM 3224659.9 | EB2888|---------------------------------------------------------------------| EB2888 EB2888 SUPERSEDED SURVEY CONTROL EB2888 EB2888 NAD 27 - 34 54 27.92399(N) 079 42 59.33474(W) AD( ) 2 EB2888 NGVD 29 (07/19/86) 84.1 (m) 276. (f) VERT ANG EB2888 EB2888.Superseded values are not recommended for survey control. EB2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2888.See file dsdata.txt to determine how the superseded data were derived. EB2888 EB2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1727863583(NAD 83) EB2888_MARKER: DE = TRAVERSE STATION DISK EB2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2888_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2888_STAMPING: KAMPUS 1970 EB2888_MARK LOGO: NCGS EB2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2888+STABILITY: SURFACE MOTION EB2888 EB2888 HISTORY - Date Condition Report By EB2888 HISTORY - 1970 MONUMENTED NCGS EB2888 EB2888 STATION DESCRIPTION EB2888 EB2888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2888'KAMPUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2888'VICINITY OF HAMLET, NORTH CAROLINA. EB2888' EB2888'KAMPUS IS LOCATED APPROXIMATELY 3.8 MILES SOUTHEAST OF ROCKINGHAM AND EB2888'1.2 MILES NORTHWEST OF HAMLET. TO REACH STATION PROCEED FROM THE EB2888'INTERSECTION OF US 1 AND US 74 IN ROCKINGHAM, GO SOUTHEAST ON US 74 EB2888'FOR 2.65 MILES TO INTERSECTION OF US 1 AND US 74 IN ROCKINGHAM, GO EB2888'SOUTHEAST ON US 74 FOR 1.2 MLES TO STATION IN MEDIAN OF US 74 EB2888'NEAR NORTH ENTRANCE TO THE KAMPER COURTS, AND 1.3 MILES NORTHWEST EB2888'OF INTERSECTION OF US 74 AND NC 1641, CONTINUE SOUTHEAST ON US EB2888'74 FOR 1.2 MILES TO STATION IN MEDIAN OF US 74 NEAR NORTH ENTRANCE TO EB2888'THE KAMPUS COURTS, AND 1.3 MILES NORTHWEST OF INTERSECTION OF US 74 EB2888'AND NC 177 HAMLET. EB2888' EB2888'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KAMPUS EB2888'1970, SET IN TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH EB2888'WITH THE SURFACE OF THE GROUND. EB2888' EB2888'MARK IS EB2888' EB2888'42.4 FEET NE OF C/L OF E BOUND LANE OF US 74. EB2888'21.5 FEET SW OF C/L OF W BOUND LANE OF US 74. EB2888'96.0 FEET E OF ALUMINUM REF. TAG ON PP NO. 1533 W/TRANFORMER. EB2888'91.6 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 1534. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2861 *********************************************************************** EB2861 DESIGNATION - KELLY EB2861 PID - EB2861 EB2861 STATE/COUNTY- NC/RICHMOND EB2861 USGS QUAD - HAMLET (1982) EB2861 EB2861 *CURRENT SURVEY CONTROL EB2861 ___________________________________________________________________ EB2861* NAD 83(1986)- 34 53 40.00531(N) 079 41 55.52037(W) ADJUSTED EB2861* NAVD 88 - 114.9 (meters) 377. (feet) VERTCON EB2861 ___________________________________________________________________ EB2861 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EB2861 GEOID HEIGHT- -31.50 (meters) GEOID03 EB2861 EB2861 HORZ ORDER - SECOND EB2861 EB2861.The North Carolina HARNS have been completed but, EB2861.due to contractual restrictions, coordinates for these stations EB2861.will NOT be published in the near future. In the interim, the EB2861.published coordinates in North Carolina will not be EB2861.consistent with the Continuously Operating Reference Stations EB2861.(CORS). The HARN coordinates for these stations are available EB2861.upon request. Contact Gary Thompson(919-733-3836). EB2861. EB2861.In addition, the published North Carolina positions EB2861.(NAD 83 (1986)) are NOT consistent with those determined in EB2861.adjacent state readjustments. The discontinuity between stations EB2861.located in North Carolina and those in adjacent states EB2861.which have been adjusted to the HARN may be as much as 5 EB2861.decimeters. This will result in a significant loss of accuracy EB2861.over lines crossing such state borders. EB2861 EB2861 EB2861.The horizontal coordinates were established by classical geodetic methods EB2861.and adjusted by the National Geodetic Survey in July 1986. EB2861 EB2861.The NAVD 88 height was computed by applying the VERTCON shift value to EB2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2861 EB2861.The Laplace correction was computed from DEFLEC99 derived deflections. EB2861 EB2861.The geoid height was determined by GEOID03. EB2861 EB2861; North East Units Scale Factor Converg. EB2861;SPC NC - 127,178.597 545,738.720 MT 0.99989192 -0 24 11.9 EB2861;SPC NC - 417,251.78 1,790,477.78 sFT 0.99989192 -0 24 11.9 EB2861;UTM 17 - 3,862,110.062 618,896.541 MT 0.99977423 +0 44 40.1 EB2861 EB2861! - Elev Factor x Scale Factor = Combined Factor EB2861!SPC NC - 0.99998690 x 0.99989192 = 0.99987882 EB2861!UTM 17 - 0.99998690 x 0.99977423 = 0.99976114 EB2861 EB2861: Primary Azimuth Mark Grid Az EB2861:SPC NC - SENATE 074 00 47.4 EB2861:UTM 17 - SENATE 072 51 55.4 EB2861 EB2861|---------------------------------------------------------------------| EB2861| PID Reference Object Distance Geod. Az | EB2861| dddmmss.s | EB2861| EB2875 SENATE APPROX. 0.6 KM 0733635.5 | EB2861|---------------------------------------------------------------------| EB2861 EB2861 SUPERSEDED SURVEY CONTROL EB2861 EB2861 NAD 27 - 34 53 39.44387(N) 079 41 56.32511(W) AD( ) 2 EB2861 NGVD 29 (07/19/86) 115.2 (m) 378. (f) VERT ANG EB2861 EB2861.Superseded values are not recommended for survey control. EB2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2861.See file dsdata.txt to determine how the superseded data were derived. EB2861 EB2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1889762110(NAD 83) EB2861_MARKER: DE = TRAVERSE STATION DISK EB2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2861_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2861_STAMPING: KELLY 1970 EB2861_MARK LOGO: NCGS EB2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2861+STABILITY: SURFACE MOTION EB2861 EB2861 HISTORY - Date Condition Report By EB2861 HISTORY - 1970 MONUMENTED NCGS EB2861 HISTORY - 1978 MARK NOT FOUND NCGS EB2861 EB2861 STATION DESCRIPTION EB2861 EB2861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2861'KELLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2861'VICINITY OF HAMLET, NORTH CAROLINA. EB2861' EB2861'KELLY IS LOCATED APPROXIMATELY 0.2 MILE NORTHEAST OF HAMLET. TO EB2861'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB2861'HAMLET, GO NORTHEAST ON NC 177 FOR 0.2 MILE TO STATION LEFT, EB2861'IN SOUTHWEST CORNER OF INTERSECTION OF NC 177 (KING ST.) AND EB2861'WASHINGTON STREET, NEAR THE NORTHEAST CORNER OF A FOOTBALL FIELD. EB2861' EB2861'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KELLY EB2861'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2861'FLUSH WITH THE SURFACE OF THE GROUND. EB2861' EB2861'MARK IS EB2861' EB2861'21.3 FEET NW OF C/L OF NC 177. EB2861'24.8 FEET WSW OF MANHOLE COVER ON WASHINGTON AVE. EB2861'54.1 FEET SW OF ALUMINUM REF. TAG ON PP NO. 2406. EB2861'13.2 FEET SSW OF ALUMINUM REF. TAG ON BRACE POLE NO. 2405. EB2861'79.8 FEET NE OF ALUMINUM REF. TAG ON PP SERVICE POLE. EB2861'53.9 FEET NW OF ALUMINUM REF. TAG ON PP. EB2861'9.6 FEET S OF SE CORNER OF CONCRETE BLOCK FENCE AROUND BALL EB2861'PARK. EB2861 EB2861 STATION RECOVERY (1978) EB2861 EB2861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2861'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2861' EB2861'A STREET CURB HAS BEEN PUT IN A VERY THROUGH CHECK OF ALL REFERENCES EB2861'DID NOT UNCOVER STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1583 *********************************************************************** EB1583 DESIGNATION - KINGS EB1583 PID - EB1583 EB1583 STATE/COUNTY- NC/RICHMOND EB1583 USGS QUAD - GHIO (1982) EB1583 EB1583 *CURRENT SURVEY CONTROL EB1583 ___________________________________________________________________ EB1583* NAD 83(1986)- 34 51 58.77816(N) 079 38 26.50741(W) ADJUSTED EB1583* NAVD 88 - 100.663 (meters) 330.26 (feet) ADJUSTED EB1583 ___________________________________________________________________ EB1583 LAPLACE CORR- -5.11 (seconds) DEFLEC99 EB1583 GEOID HEIGHT- -31.73 (meters) GEOID03 EB1583 DYNAMIC HT - 100.569 (meters) 329.95 (feet) COMP EB1583 MODELED GRAV- 979,696.2 (mgal) NAVD 88 EB1583 EB1583 HORZ ORDER - SECOND EB1583 VERT ORDER - SECOND CLASS I EB1583 EB1583.The North Carolina HARNS have been completed but, EB1583.due to contractual restrictions, coordinates for these stations EB1583.will NOT be published in the near future. In the interim, the EB1583.published coordinates in North Carolina will not be EB1583.consistent with the Continuously Operating Reference Stations EB1583.(CORS). The HARN coordinates for these stations are available EB1583.upon request. Contact Gary Thompson(919-733-3836). EB1583. EB1583.In addition, the published North Carolina positions EB1583.(NAD 83 (1986)) are NOT consistent with those determined in EB1583.adjacent state readjustments. The discontinuity between stations EB1583.located in North Carolina and those in adjacent states EB1583.which have been adjusted to the HARN may be as much as 5 EB1583.decimeters. This will result in a significant loss of accuracy EB1583.over lines crossing such state borders. EB1583 EB1583 EB1583.The horizontal coordinates were established by classical geodetic methods EB1583.and adjusted by the National Geodetic Survey in July 1998. EB1583 EB1583.The orthometric height was determined by differential leveling EB1583.and adjusted by the National Geodetic Survey in June 1991. EB1583 EB1583.The Laplace correction was computed from DEFLEC99 derived deflections. EB1583 EB1583.The geoid height was determined by GEOID03. EB1583 EB1583.The dynamic height is computed by dividing the NAVD 88 EB1583.geopotential number by the normal gravity value computed on the EB1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1583.degrees latitude (g = 980.6199 gals.). EB1583 EB1583.The modeled gravity was interpolated from observed gravity values. EB1583 EB1583; North East Units Scale Factor Converg. EB1583;SPC NC - 124,023.757 551,024.806 MT 0.99989508 -0 22 11.2 EB1583;SPC NC - 406,901.28 1,807,820.55 sFT 0.99989508 -0 22 11.2 EB1583;UTM 17 - 3,859,062.044 624,244.145 MT 0.99979025 +0 46 37.8 EB1583 EB1583! - Elev Factor x Scale Factor = Combined Factor EB1583!SPC NC - 0.99998918 x 0.99989508 = 0.99988426 EB1583!UTM 17 - 0.99998918 x 0.99979025 = 0.99977943 EB1583 EB1583 SUPERSEDED SURVEY CONTROL EB1583 EB1583 NAD 83(1986)- 34 51 58.77209(N) 079 38 26.51318(W) AD( ) 2 EB1583 NAVD 88 (07/24/98) 100.66 (m) 330.2 (f) LEVELING 3 EB1583 NGVD 29 (10/06/93) 100.936 (m) 331.15 (f) ADJUSTED 2 1 EB1583 EB1583.Superseded values are not recommended for survey control. EB1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1583.See file dsdata.txt to determine how the superseded data were derived. EB1583 EB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2424459062(NAD 83) EB1583_MARKER: DE = TRAVERSE STATION DISK EB1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1583_SP_SET: CONCRETE POST EB1583_STAMPING: KINGS 1978 EB1583_MARK LOGO: NCGS EB1583_PROJECTION: RECESSED 10 CENTIMETERS EB1583_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1583+STABILITY: SURFACE MOTION EB1583 EB1583 HISTORY - Date Condition Report By EB1583 HISTORY - 1978 MONUMENTED NCGS EB1583 HISTORY - 1978 GOOD NCGS EB1583 HISTORY - 19930921 GOOD NCGS EB1583 EB1583 STATION DESCRIPTION EB1583 EB1583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1583'THE STATION IS LOCATED APPROXIMATELY 3.9 MILES EAST-SOUTHEAST OF EB1583'HAMLET AND 3.8 MILES WEST-NORTHWEST OF OLD HUNDRED. EB1583' EB1583'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 381 SOUTHEAST OF EB1583'HAMLET, PROCEED SOUTHEAST ALONG US 74 FOR 2.1 MILES TO KINGS BODY EB1583'SHOP ON RIGHT AND STATION ON EAST SIDE OF ROAD ENTRANCE TO SHOP AND EB1583'0.75 MILE SOUTHEAST OF SR 1615 CROSSROAD. EB1583' EB1583'STATION MARK IS A STANDARD DISK STAMPED---KINGS 1978---SET IN TOP EB1583'OF A 9 INCH CONCRETE MONUMENT, WHICH IS 4 INCHES BELOW THE GROUND EB1583'SURFACE. THE MARK IS 31.7 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND EB1583'LANES, 126.5 FEET NORTH-NORTHEAST OF NORTH CORNER OF SHOP, 3.3 FEET EB1583'NORTH OF INDENTATION IN EAST END OF DRIVEWAY CULVERT, 20.8 FEET EB1583'EAST-SOUTHEAST OF INDENTATION IN WEST END OF DRIVEWAY CULVERT AND EB1583'119.0 FEET NORTHWEST OF UNDERGROUND CABLE SIGN POST WITH REFERENCE EB1583'TAG. EB1583 EB1583 STATION RECOVERY (1978) EB1583 EB1583'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1583'3.5 MI SE FROM HAMLET. EB1583'2.1 MILES SOUTHEAST ALONG U.S. 74 FROM INTERSECTION WITH N.C. 381 EB1583'SOUTHEAST OF HAMLET, TO DIRT ROAD ON RIGHT TO KINGS BODY SHOP AND EB1583'STATION ON EAST SIDE OF ROAD ENTRANCE AND 0.75 MILE SOUTHEAST OF EB1583'SR 1615 CROSSROAD, 31.7 FEET SOUTHWEST OF CENTERLINE OF EASTBOUND EB1583'LANES, 3.3 FEET NORTH OF INDENTION IN EAST END OF CONCRETE EB1583'CULVERT, 20.8 FEET EAST-SOUTHEAST OF INDENTION IN WEST END OF EB1583'CONCRETE CULVERT UNDER DIRT ROAD, 119.0 FEET NORTHWEST OF CABLE EB1583'WARNING SIGN POST WITH REFERENCE TAG AND 126.5 FEET NORTH-NORTHEAST EB1583'OF NORTHERNMOST CORNER OF BODY SHOP. EB1583 EB1583 STATION RECOVERY (1993) EB1583 EB1583'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1583'RECOVERED AS DESCRIBED. KINGS BODY SHOP IS NOW HAMLET BODY SHOP. MARK EB1583'IS LOCATED 69.8 FT (21.3 M) EAST-SOUTHEAST OF A RIGHT-OF-WAY POST, AND EB1583'105.2 FT (32.1 M) NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE EB1583'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1579 *********************************************************************** EB1579 DESIGNATION - KNORR EB1579 PID - EB1579 EB1579 STATE/COUNTY- NC/RICHMOND EB1579 USGS QUAD - HAMLET (1982) EB1579 EB1579 *CURRENT SURVEY CONTROL EB1579 ___________________________________________________________________ EB1579* NAD 83(1986)- 34 52 38.61599(N) 079 40 05.52070(W) ADJUSTED EB1579* NAVD 88 - 120.188 (meters) 394.32 (feet) ADJUSTED EB1579 ___________________________________________________________________ EB1579 LAPLACE CORR- -4.94 (seconds) DEFLEC99 EB1579 GEOID HEIGHT- -31.62 (meters) GEOID03 EB1579 DYNAMIC HT - 120.076 (meters) 393.95 (feet) COMP EB1579 MODELED GRAV- 979,700.0 (mgal) NAVD 88 EB1579 EB1579 HORZ ORDER - SECOND EB1579 VERT ORDER - SECOND CLASS I EB1579 EB1579.The North Carolina HARNS have been completed but, EB1579.due to contractual restrictions, coordinates for these stations EB1579.will NOT be published in the near future. In the interim, the EB1579.published coordinates in North Carolina will not be EB1579.consistent with the Continuously Operating Reference Stations EB1579.(CORS). The HARN coordinates for these stations are available EB1579.upon request. Contact Gary Thompson(919-733-3836). EB1579. EB1579.In addition, the published North Carolina positions EB1579.(NAD 83 (1986)) are NOT consistent with those determined in EB1579.adjacent state readjustments. The discontinuity between stations EB1579.located in North Carolina and those in adjacent states EB1579.which have been adjusted to the HARN may be as much as 5 EB1579.decimeters. This will result in a significant loss of accuracy EB1579.over lines crossing such state borders. EB1579 EB1579 EB1579.The horizontal coordinates were established by classical geodetic methods EB1579.and adjusted by the National Geodetic Survey in April 1991. EB1579 EB1579.The orthometric height was determined by differential leveling EB1579.and adjusted by the National Geodetic Survey in June 1991. EB1579 EB1579.The Laplace correction was computed from DEFLEC99 derived deflections. EB1579 EB1579.The geoid height was determined by GEOID03. EB1579 EB1579.The dynamic height is computed by dividing the NAVD 88 EB1579.geopotential number by the normal gravity value computed on the EB1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1579.degrees latitude (g = 980.6199 gals.). EB1579 EB1579.The modeled gravity was interpolated from observed gravity values. EB1579 EB1579; North East Units Scale Factor Converg. EB1579;SPC NC - 125,267.827 548,518.549 MT 0.99989381 -0 23 08.4 EB1579;SPC NC - 410,982.86 1,799,597.94 sFT 0.99989381 -0 23 08.4 EB1579;UTM 17 - 3,860,255.560 621,713.757 MT 0.99978258 +0 45 41.9 EB1579 EB1579! - Elev Factor x Scale Factor = Combined Factor EB1579!SPC NC - 0.99998610 x 0.99989381 = 0.99987991 EB1579!UTM 17 - 0.99998610 x 0.99978258 = 0.99976868 EB1579 EB1579 SUPERSEDED SURVEY CONTROL EB1579 EB1579 NGVD 29 (10/06/93) 120.460 (m) 395.21 (f) ADJUSTED 2 1 EB1579 EB1579.Superseded values are not recommended for survey control. EB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1579.See file dsdata.txt to determine how the superseded data were derived. EB1579 EB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2171460256(NAD 83) EB1579_MARKER: DE = TRAVERSE STATION DISK EB1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1579_SP_SET: CONCRETE POST EB1579_STAMPING: KNORR 1977 EB1579_MARK LOGO: NCGS EB1579_PROJECTION: FLUSH EB1579_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1579+STABILITY: SURFACE MOTION EB1579 EB1579 HISTORY - Date Condition Report By EB1579 HISTORY - 1978 MONUMENTED NCGS EB1579 HISTORY - 1978 GOOD NCGS EB1579 HISTORY - 19930921 GOOD NCGS EB1579 EB1579 STATION DESCRIPTION EB1579 EB1579'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1579'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES EAST-SOUTHEAST OF EB1579'HAMLET AND 5.5 MILES NORTHWEST OF OLD HUNDRED. EB1579' EB1579'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 381 SOUTHEAST OF EB1579'HAMLET, PROCEED EAST ALONG US 74 FOR 0.35 MILE TO STATION ON NORTH EB1579'SIDE OF WEST BOUND LANE IN SOUTHEAST CORNER OF YARD OF BRICK HOUSE EB1579'SETTING WELL BACK FROM HIGHWAY. EB1579' EB1579'STATION MARK IS A STANDARD DISK STAMPED---KNORR 19-7---SET IN TOP OF EB1579'A 9 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. EB1579'THE MARK IS 27.6 FEET NORTH OF CENTERLINE OF US 74 WEST, 2.3 FEET EB1579'NORTH OF EAST END OF GRASSED OVER DRIVEWAY CULVERT, 26.3 FEET EAST OF EB1579'WEST END OF GRASSED OVER DRIVEWAY CULVERT, 20.8 FEET WEST-SOUTHWEST OF EB1579'A 6 INCH PINE WITH REFERENCE TAG AND 64.6 FEET SOUTH OF A 10 INCH EB1579'PEAR. EB1579 EB1579 STATION RECOVERY (1978) EB1579 EB1579'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1579'2.2 MI ESE FROM HAMLET. EB1579'0.35 MILE SOUTHEAST ALONG U.S. 74 FROM JUNCTION WITH N.C. 381 EB1579'SOUTHEAST OF HAMLET, ON NORTH SIDE OF HIGHWAY IN SOUTHEAST CORNER EB1579'OF YARD OF BRICK HOUSE SETTING WELL BACK FROM HIGHWAY, 27.6 FEET EB1579'NORTH OF CENTERLINE OF WESTBOUND LANES, 2.3 FEET NORTH OF EAST EB1579'END CULVERT UNDER GRASSY DRIVEWAY, 26.3 FEET EAST OF WEST END EB1579'OF CULVERT UNDER GRASSY DRIVEWAY, 20.8 FEET WEST OF 6 INCH PINE EB1579'WITH REFERENCE TAG AND 64.6 FEET SOUTH OF 10 INCH PEAR. EB1579 EB1579 STATION RECOVERY (1993) EB1579 EB1579'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1579'RECOVERED AS DESCRIBED. MARK IS RECESSED 6-INCHES BELOW GROUND. EB1579'LOCATED 54.5 FT (16.6 M) WEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5770 *********************************************************************** EZ5770 DESIGNATION - KNOWED EZ5770 PID - EZ5770 EZ5770 STATE/COUNTY- NC/RICHMOND EZ5770 USGS QUAD - HOFFMAN (1982) EZ5770 EZ5770 *CURRENT SURVEY CONTROL EZ5770 ___________________________________________________________________ EZ5770* NAD 83(1986)- 35 03 28.69821(N) 079 35 29.98636(W) ADJUSTED EZ5770* NAVD 88 - 126.714 (meters) 415.73 (feet) ADJUSTED EZ5770 ___________________________________________________________________ EZ5770 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EZ5770 GEOID HEIGHT- -31.53 (meters) GEOID03 EZ5770 DYNAMIC HT - 126.598 (meters) 415.35 (feet) COMP EZ5770 MODELED GRAV- 979,711.1 (mgal) NAVD 88 EZ5770 EZ5770 HORZ ORDER - SECOND EZ5770 VERT ORDER - SECOND CLASS II EZ5770 EZ5770.The North Carolina HARNS have been completed but, EZ5770.due to contractual restrictions, coordinates for these stations EZ5770.will NOT be published in the near future. In the interim, the EZ5770.published coordinates in North Carolina will not be EZ5770.consistent with the Continuously Operating Reference Stations EZ5770.(CORS). The HARN coordinates for these stations are available EZ5770.upon request. Contact Gary Thompson(919-733-3836). EZ5770. EZ5770.In addition, the published North Carolina positions EZ5770.(NAD 83 (1986)) are NOT consistent with those determined in EZ5770.adjacent state readjustments. The discontinuity between stations EZ5770.located in North Carolina and those in adjacent states EZ5770.which have been adjusted to the HARN may be as much as 5 EZ5770.decimeters. This will result in a significant loss of accuracy EZ5770.over lines crossing such state borders. EZ5770 EZ5770 EZ5770.The horizontal coordinates were established by classical geodetic methods EZ5770.and adjusted by the National Geodetic Survey in July 1998. EZ5770 EZ5770.The orthometric height was determined by differential leveling EZ5770.and adjusted by the National Geodetic Survey in August 2000. EZ5770 EZ5770.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5770 EZ5770.The geoid height was determined by GEOID03. EZ5770 EZ5770.The dynamic height is computed by dividing the NAVD 88 EZ5770.geopotential number by the normal gravity value computed on the EZ5770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5770.degrees latitude (g = 980.6199 gals.). EZ5770 EZ5770.The modeled gravity was interpolated from observed gravity values. EZ5770 EZ5770; North East Units Scale Factor Converg. EZ5770;SPC NC - 145,254.138 555,634.409 MT 0.99987828 -0 20 29.4 EZ5770;SPC NC - 476,554.62 1,822,943.89 sFT 0.99987828 -0 20 29.4 EZ5770;UTM 17 - 3,880,378.672 628,426.826 MT 0.99980327 +0 48 32.6 EZ5770 EZ5770! - Elev Factor x Scale Factor = Combined Factor EZ5770!SPC NC - 0.99998506 x 0.99987828 = 0.99986334 EZ5770!UTM 17 - 0.99998506 x 0.99980327 = 0.99978833 EZ5770 EZ5770 SUPERSEDED SURVEY CONTROL EZ5770 EZ5770 NAD 83(1986)- 35 03 28.68997(N) 079 35 29.98916(W) AD( ) 2 EZ5770 NGVD 29 (03/28/90) 127.0 (m) 417. (f) VERT ANG EZ5770 EZ5770.Superseded values are not recommended for survey control. EZ5770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5770.See file dsdata.txt to determine how the superseded data were derived. EZ5770 EZ5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2842780379(NAD 83) EZ5770_MARKER: DE = TRAVERSE STATION DISK EZ5770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5770_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5770_STAMPING: KNOWED 1977 EZ5770_MARK LOGO: NCGS EZ5770_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5770+STABILITY: SURFACE MOTION EZ5770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5770+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998 EZ5770 EZ5770 HISTORY - Date Condition Report By EZ5770 HISTORY - 1977 MONUMENTED NCGS EZ5770 HISTORY - 1985 GOOD USPSQD EZ5770 HISTORY - 19930927 GOOD NCGS EZ5770 HISTORY - 19960405 GOOD USPSQD EZ5770 HISTORY - 19980323 GOOD NCGS EZ5770 EZ5770 STATION DESCRIPTION EZ5770 EZ5770'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5770'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5770'3.0 MILES NORTHWEST OF HOFFMAN. EZ5770' EZ5770'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5770'SOUTHWESTERLY ALONG US I FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5770'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5770'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 2.9 MILES TO STATION ON EZ5770'LEFT AT WOODS EDGE, 1.9 MILES SOUTH OF T INTERSECTION WITH SR 1473 EZ5770'(EAST). EZ5770' EZ5770'STATION MARK IS A STANDARD DISK STAMPED---KNOWED 1977---, SET IN THE EZ5770'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ5770'THE MARK IS 29.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1003, AND EZ5770'30.6 FEET EAST OF A 12 INCH PINE, 52.5 FEET NORTH-NORTHEAST OF AN 8 EZ5770'INCH PINE, 67.4 FEET EAST-SOUTHEAST OF A 10 INCH PINE AND 94.2 FEET EZ5770'WEST OF A 12 INCH PINE ALL WITH REFERENCE TAGS. EZ5770 EZ5770 STATION RECOVERY (1985) EZ5770 EZ5770'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5770'RECOVERED IN GOOD CONDITION. EZ5770 EZ5770 STATION RECOVERY (1993) EZ5770 EZ5770'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5770'RECOVERED AS DESCRIBED. EZ5770 EZ5770 STATION RECOVERY (1996) EZ5770 EZ5770'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5770'RECOVERED IN GOOD CONDITION. EZ5770 EZ5770 STATION RECOVERY (1998) EZ5770 EZ5770'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5770'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS EZ5770'LOCATED 31.3 FT (9.5 M) SOUTHEAST OF A 6-INCH PINE WITH REFERENCE TAG, EZ5770'31.2 FT (9.5 M) EAST OF A 20-INCH PINE WITH REFERENCE TAG. THE 8-INCH EZ5770'PINE IS NOW 13-INCHES, 10-INCH PINE IS NOW 14-INCHES AND 12-INCH PINE EZ5770'IS NOW 18-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5771 *********************************************************************** EZ5771 DESIGNATION - LAMBETH EZ5771 PID - EZ5771 EZ5771 STATE/COUNTY- NC/RICHMOND EZ5771 USGS QUAD - NORMAN (1983) EZ5771 EZ5771 *CURRENT SURVEY CONTROL EZ5771 ___________________________________________________________________ EZ5771* NAD 83(1986)- 35 08 52.10591(N) 079 38 12.26383(W) ADJUSTED EZ5771* NAVD 88 - 163.9 (meters) 538. (feet) VERTCON EZ5771 ___________________________________________________________________ EZ5771 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EZ5771 GEOID HEIGHT- -31.20 (meters) GEOID03 EZ5771 EZ5771 HORZ ORDER - SECOND EZ5771 EZ5771.The North Carolina HARNS have been completed but, EZ5771.due to contractual restrictions, coordinates for these stations EZ5771.will NOT be published in the near future. In the interim, the EZ5771.published coordinates in North Carolina will not be EZ5771.consistent with the Continuously Operating Reference Stations EZ5771.(CORS). The HARN coordinates for these stations are available EZ5771.upon request. Contact Gary Thompson(919-733-3836). EZ5771. EZ5771.In addition, the published North Carolina positions EZ5771.(NAD 83 (1986)) are NOT consistent with those determined in EZ5771.adjacent state readjustments. The discontinuity between stations EZ5771.located in North Carolina and those in adjacent states EZ5771.which have been adjusted to the HARN may be as much as 5 EZ5771.decimeters. This will result in a significant loss of accuracy EZ5771.over lines crossing such state borders. EZ5771 EZ5771 EZ5771.The horizontal coordinates were established by classical geodetic methods EZ5771.and adjusted by the National Geodetic Survey in March 1990. EZ5771 EZ5771.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5771 EZ5771.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5771 EZ5771.The geoid height was determined by GEOID03. EZ5771 EZ5771; North East Units Scale Factor Converg. EZ5771;SPC NC - 155,244.705 551,586.808 MT 0.99987423 -0 22 03.0 EZ5771;SPC NC - 509,332.00 1,809,664.39 sFT 0.99987423 -0 22 03.0 EZ5771;UTM 17 - 3,890,285.094 624,179.609 MT 0.99979005 +0 47 05.7 EZ5771 EZ5771! - Elev Factor x Scale Factor = Combined Factor EZ5771!SPC NC - 0.99997918 x 0.99987423 = 0.99985341 EZ5771!UTM 17 - 0.99997918 x 0.99979005 = 0.99976923 EZ5771 EZ5771 SUPERSEDED SURVEY CONTROL EZ5771 EZ5771 NGVD 29 (03/28/90) 164.1 (m) 538. (f) VERT ANG EZ5771 EZ5771.Superseded values are not recommended for survey control. EZ5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5771.See file dsdata.txt to determine how the superseded data were derived. EZ5771 EZ5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2418090285(NAD 83) EZ5771_MARKER: DE = TRAVERSE STATION DISK EZ5771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5771_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5771_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5771+STABILITY: SURFACE MOTION EZ5771 EZ5771 HISTORY - Date Condition Report By EZ5771 HISTORY - 1977 MONUMENTED NCGS EZ5771 HISTORY - 1985 GOOD USPSQD EZ5771 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5771 EZ5771 STATION DESCRIPTION EZ5771 EZ5771'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5771'THE STATION IS LOCATED AT DERBY, APPROXIMATELY 4.3 MILES SOUTH OF EZ5771'JACKSON SPRINGS AND 9.4 MILES NORTH-NORTHWEST OF HOFFMAN. EZ5771' EZ5771'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH SR 1003 EZ5771'(RICHMOND-MONTGOMERY COUNTY LINE) IN WINDBLOW, PROCEED SOUTHEASTERLY EZ5771'ALONG SR 1003 FOR 2.5 MILES TO SR 1464 ON LEFT AND DIRT DRIVEWAY ON EZ5771'RIGHT TO D. M. LAMBETH RESIDENCE AND STATION ON NORTH SIDE OF EZ5771'DRIVEWAY. EZ5771' EZ5771'STATION MARK IS A STANDARD DISK STAMPED---LAMBETH 1977---SET IN THE EZ5771'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5771'THE MARK IS 110.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1003, EZ5771'125.1 FEET SOUTHWEST OF THE CENTERLINE INTERSECTION OF STATE ROADS, EZ5771'7.2 FEET NORTH-NORTHWEST OF CENTERLINE OF DRIVE, 70.3 FEET SOUTHWEST EZ5771'OF JUNCTION POLE 12748 OF POWER LINES WITH REFERENCE TAG AND 141.1 EZ5771'FEET WEST OF 30 INCH MAPLE WITH REFERENCE TAG. EZ5771 EZ5771 STATION RECOVERY (1985) EZ5771 EZ5771'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5771'RECOVERED IN GOOD CONDITION. EZ5771 EZ5771 STATION RECOVERY (1996) EZ5771 EZ5771'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5771'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2959 *********************************************************************** EB2959 DESIGNATION - LANE EB2959 PID - EB2959 EB2959 STATE/COUNTY- NC/RICHMOND EB2959 USGS QUAD - ROCKINGHAM (1982) EB2959 EB2959 *CURRENT SURVEY CONTROL EB2959 ___________________________________________________________________ EB2959* NAD 83(1986)- 34 53 57.48695(N) 079 47 37.46207(W) ADJUSTED EB2959* NAVD 88 - 96.9 (meters) 318. (feet) VERTCON EB2959 ___________________________________________________________________ EB2959 LAPLACE CORR- -4.10 (seconds) DEFLEC99 EB2959 GEOID HEIGHT- -31.20 (meters) GEOID03 EB2959 EB2959 HORZ ORDER - SECOND EB2959 EB2959.The North Carolina HARNS have been completed but, EB2959.due to contractual restrictions, coordinates for these stations EB2959.will NOT be published in the near future. In the interim, the EB2959.published coordinates in North Carolina will not be EB2959.consistent with the Continuously Operating Reference Stations EB2959.(CORS). The HARN coordinates for these stations are available EB2959.upon request. Contact Gary Thompson(919-733-3836). EB2959. EB2959.In addition, the published North Carolina positions EB2959.(NAD 83 (1986)) are NOT consistent with those determined in EB2959.adjacent state readjustments. The discontinuity between stations EB2959.located in North Carolina and those in adjacent states EB2959.which have been adjusted to the HARN may be as much as 5 EB2959.decimeters. This will result in a significant loss of accuracy EB2959.over lines crossing such state borders. EB2959 EB2959 EB2959.The horizontal coordinates were established by classical geodetic methods EB2959.and adjusted by the National Geodetic Survey in July 1986. EB2959 EB2959.The NAVD 88 height was computed by applying the VERTCON shift value to EB2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2959 EB2959.The Laplace correction was computed from DEFLEC99 derived deflections. EB2959 EB2959.The geoid height was determined by GEOID03. EB2959 EB2959; North East Units Scale Factor Converg. EB2959;SPC NC - 127,782.499 537,062.193 MT 0.99989140 -0 27 29.2 EB2959;SPC NC - 419,233.08 1,762,011.54 sFT 0.99989140 -0 27 29.2 EB2959;UTM 17 - 3,862,539.943 610,210.784 MT 0.99974970 +0 41 24.8 EB2959 EB2959! - Elev Factor x Scale Factor = Combined Factor EB2959!SPC NC - 0.99998968 x 0.99989140 = 0.99988108 EB2959!UTM 17 - 0.99998968 x 0.99974970 = 0.99973938 EB2959 EB2959: Primary Azimuth Mark Grid Az EB2959:SPC NC - TOWEL 299 20 06.1 EB2959:UTM 17 - TOWEL 298 11 12.1 EB2959 EB2959|---------------------------------------------------------------------| EB2959| PID Reference Object Distance Geod. Az | EB2959| dddmmss.s | EB2959| EB2965 TOWEL APPROX. 0.5 KM 2985236.9 | EB2959|---------------------------------------------------------------------| EB2959 EB2959 SUPERSEDED SURVEY CONTROL EB2959 EB2959 NAD 27 - 34 53 56.92398(N) 079 47 38.26121(W) AD( ) 2 EB2959 NGVD 29 (07/19/86) 97.2 (m) 319. (f) VERT ANG EB2959 EB2959.Superseded values are not recommended for survey control. EB2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2959.See file dsdata.txt to determine how the superseded data were derived. EB2959 EB2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1021162540(NAD 83) EB2959_MARKER: DE = TRAVERSE STATION DISK EB2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2959_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2959_STAMPING: LANE 1970 EB2959_MARK LOGO: NCGS EB2959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2959+STABILITY: SURFACE MOTION EB2959 EB2959 HISTORY - Date Condition Report By EB2959 HISTORY - 1970 MONUMENTED NCGS EB2959 EB2959 STATION DESCRIPTION EB2959 EB2959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2959'LANE IS A N. C. GEODETIC TRAVERSE STATION ESTABLISHED IN THE EB2959'VICINITY OF HAMLET, NORTH CAROLINA. EB2959' EB2959'LANE IS LOCATED APPROXIMATELY 3.0 MILES SSW OF ROCKINGHAM AND 2.2 EB2959'MILES ESE OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2959'INTERSECTION OF SR 1108 AND SR 1971 IN THE MIZBE SECTION OF EB2959'ROCKINGHAM NEAR THE CHAPEL JR. HIGH SCHOOL, GO WEST ON SR 1108 EB2959'FOR 0.5 MILE TO STATION ON LEFT, ON WEST SIDE OF LANE LEADING INTO EB2959'WOODS, AND 0.45 MILE EAST OF INTERSECTION OF SR 1108 AND US 1. EB2959' EB2959'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LANE EB2959'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2959'FLUSH WITH THE SURFACE OF THE GROUND. EB2959' EB2959'MARK IS EB2959' EB2959'33.9 FEET SSW OF C/L OF SR 1108. EB2959'12.4 FEET WNW OF C/L OF DIRT DRIVE. EB2959'33.8 FEET ENE OF ALUMINUM REF. TAG ON PP 5F/13T. EB2959'34.0 FEET E OF TELEPHONE JUNCTION SERVICE BOX NO. P7. EB2959'6.3 FEET NE OF ALUMINUM REF. TAG ON 3 INCH CHERRY TREE. EB2959'78.9 FEET S OF ALUMINUM REF. TAG ON PP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3665 *********************************************************************** EB3665 DESIGNATION - LARRY EB3665 PID - EB3665 EB3665 STATE/COUNTY- NC/RICHMOND EB3665 USGS QUAD - ROCKINGHAM (1982) EB3665 EB3665 *CURRENT SURVEY CONTROL EB3665 ___________________________________________________________________ EB3665* NAD 83(1986)- 34 59 23.95411(N) 079 46 45.65556(W) ADJUSTED EB3665* NAVD 88 - 117.7 (meters) 386. (feet) VERTCON EB3665 ___________________________________________________________________ EB3665 LAPLACE CORR- -4.29 (seconds) DEFLEC99 EB3665 GEOID HEIGHT- -31.09 (meters) GEOID03 EB3665 EB3665 HORZ ORDER - SECOND EB3665 EB3665.The North Carolina HARNS have been completed but, EB3665.due to contractual restrictions, coordinates for these stations EB3665.will NOT be published in the near future. In the interim, the EB3665.published coordinates in North Carolina will not be EB3665.consistent with the Continuously Operating Reference Stations EB3665.(CORS). The HARN coordinates for these stations are available EB3665.upon request. Contact Gary Thompson(919-733-3836). EB3665. EB3665.In addition, the published North Carolina positions EB3665.(NAD 83 (1986)) are NOT consistent with those determined in EB3665.adjacent state readjustments. The discontinuity between stations EB3665.located in North Carolina and those in adjacent states EB3665.which have been adjusted to the HARN may be as much as 5 EB3665.decimeters. This will result in a significant loss of accuracy EB3665.over lines crossing such state borders. EB3665 EB3665 EB3665.The horizontal coordinates were established by classical geodetic methods EB3665.and adjusted by the National Geodetic Survey in March 1990. EB3665 EB3665.The NAVD 88 height was computed by applying the VERTCON shift value to EB3665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3665 EB3665.The Laplace correction was computed from DEFLEC99 derived deflections. EB3665 EB3665.The geoid height was determined by GEOID03. EB3665 EB3665; North East Units Scale Factor Converg. EB3665;SPC NC - 137,831.221 538,456.290 MT 0.99988297 -0 26 59.3 EB3665;SPC NC - 452,201.26 1,766,585.34 sFT 0.99988297 -0 26 59.3 EB3665;UTM 17 - 3,872,613.235 611,402.921 MT 0.99975295 +0 42 00.1 EB3665 EB3665! - Elev Factor x Scale Factor = Combined Factor EB3665!SPC NC - 0.99998640 x 0.99988297 = 0.99986937 EB3665!UTM 17 - 0.99998640 x 0.99975295 = 0.99973936 EB3665 EB3665 SUPERSEDED SURVEY CONTROL EB3665 EB3665 NGVD 29 (03/28/90) 118.0 (m) 387. (f) VERT ANG EB3665 EB3665.Superseded values are not recommended for survey control. EB3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3665.See file dsdata.txt to determine how the superseded data were derived. EB3665 EB3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1140372613(NAD 83) EB3665_MARKER: DE = TRAVERSE STATION DISK EB3665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3665_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3665_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3665+STABILITY: SURFACE MOTION EB3665 EB3665 HISTORY - Date Condition Report By EB3665 HISTORY - 1977 MONUMENTED NCGS EB3665 EB3665 STATION DESCRIPTION EB3665 EB3665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3665'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH OF ROCKINGHAM AND EB3665'5.8 MILES SOUTH OF ELLERBE. EB3665' EB3665'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EB3665'ROCKINGHAM, PRAOCEED NORTHERLY ALONG US 220 FOR 3.8 MILES TO MEDIAN EB3665'CROSSOVER TO SR 1302 AND STATION ON SOUTH SIDE OF CROSSOVER. EB3665' EB3665'STATION MARK IS A STANDARD DISK STAMPED---LARRY 1977---SET IN THE TOP EB3665'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB3665'MARK IS 22.8 FEET EAST-SOUTHEAST OF CENTERLINE OF SOUTH BOUND LANES, EB3665'62.2 FEET WEST-NORTHWEST OF CENTERLINE OF NORTH BOUND LANES, 107.7 EB3665'FEET SOUTH-SOUTHWEST OF CENTER OF CONCRETE DRAIN COVER, 266.1 FEET EB3665'NORTH-NORTHEAST OF NORTH END OF CONCRETE SPILLWAY IN MEDIAN, 110.7 EB3665'FEET EAST-NORTHEAST OF TELEPHONE PEDESTAL AND 108.6 FEET SOUTH- EB3665'SOUTHEAST OF POWER POLE 102 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3666 *********************************************************************** EB3666 DESIGNATION - LEVINER EB3666 PID - EB3666 EB3666 STATE/COUNTY- NC/RICHMOND EB3666 USGS QUAD - DIGGS (1982) EB3666 EB3666 *CURRENT SURVEY CONTROL EB3666 ___________________________________________________________________ EB3666* NAD 83(1986)- 34 50 12.13364(N) 079 52 12.01306(W) ADJUSTED EB3666* NAVD 88 - 105.2 (meters) 345. (feet) VERT ANG EB3666 ___________________________________________________________________ EB3666 LAPLACE CORR- -3.24 (seconds) DEFLEC99 EB3666 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3666 EB3666 HORZ ORDER - SECOND EB3666 EB3666.The North Carolina HARNS have been completed but, EB3666.due to contractual restrictions, coordinates for these stations EB3666.will NOT be published in the near future. In the interim, the EB3666.published coordinates in North Carolina will not be EB3666.consistent with the Continuously Operating Reference Stations EB3666.(CORS). The HARN coordinates for these stations are available EB3666.upon request. Contact Gary Thompson(919-733-3836). EB3666. EB3666.In addition, the published North Carolina positions EB3666.(NAD 83 (1986)) are NOT consistent with those determined in EB3666.adjacent state readjustments. The discontinuity between stations EB3666.located in North Carolina and those in adjacent states EB3666.which have been adjusted to the HARN may be as much as 5 EB3666.decimeters. This will result in a significant loss of accuracy EB3666.over lines crossing such state borders. EB3666 EB3666 EB3666.The horizontal coordinates were established by classical geodetic methods EB3666.and adjusted by the National Geodetic Survey in July 1998. EB3666 EB3666.The orthometric height was determined by vertical angle observations. EB3666 EB3666.The Laplace correction was computed from DEFLEC99 derived deflections. EB3666 EB3666.The geoid height was determined by GEOID03. EB3666 EB3666; North East Units Scale Factor Converg. EB3666;SPC NC - 120,897.378 530,031.806 MT 0.99989866 -0 30 07.7 EB3666;SPC NC - 396,644.15 1,738,946.02 sFT 0.99989866 -0 30 07.7 EB3666;UTM 17 - 3,855,516.434 603,320.817 MT 0.99973157 +0 38 44.0 EB3666 EB3666! - Elev Factor x Scale Factor = Combined Factor EB3666!SPC NC - 0.99998838 x 0.99989866 = 0.99988704 EB3666!UTM 17 - 0.99998838 x 0.99973157 = 0.99971995 EB3666 EB3666 SUPERSEDED SURVEY CONTROL EB3666 EB3666 NAD 83(1986)- 34 50 12.13221(N) 079 52 12.01431(W) AD( ) 2 EB3666 NGVD 29 (03/28/90) 105.4 (m) 346. (f) VERT ANG EB3666 EB3666.Superseded values are not recommended for survey control. EB3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3666.See file dsdata.txt to determine how the superseded data were derived. EB3666 EB3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0332155516(NAD 83) EB3666_MARKER: DH = HORIZONTAL CONTROL DISK EB3666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3666_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3666_STAMPING: LEVINER 1977 EB3666_MARK LOGO: NCGS EB3666_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3666+STABILITY: SURFACE MOTION EB3666 EB3666 HISTORY - Date Condition Report By EB3666 HISTORY - 1977 MONUMENTED NCGS EB3666 HISTORY - 19931011 GOOD NCGS EB3666 EB3666 STATION DESCRIPTION EB3666 EB3666'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3666'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTHWEST OF DIGGS AND EB3666'9.0 MILES SOUTHWEST OF ROCKINGHAM. EB3666' EB3666'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3666'ON US 1, PROCEED NORTHEASTERLY ALONG US 1 FOR 2.6 MILES TO STATION ON EB3666'LEFT, ON PROLONGATION OF THE CENTERLINE OF DIRT DRIVEWAY LEADING TO EB3666'C. LEVINERS WHITE FRAME HOUSE, 0.2 MILE SOUTHWEST OF SR 1997 EB3666'(LEADS SOUTHEAST). EB3666' EB3666'STATION MARK IS A STANDARD DISK STAMPED---LEVINER 1977---, SET IN THE EB3666'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3666'THE MARK IS 26.7 FEET NORTHWEST OF THE CENTERLINE OF US 1, 13.8 FEET EB3666'SOUTHEAST OF AN 8 INCH PINE WITH REFERENCE TAG, 21.8 FEET EB3666'SOUTH-SOUTHWEST OF 10 INCH PINE WITH REFERENCE TAG, 36.9 FEET EB3666'EAST-NORTHEAST OF AN 10 INCH PINE WITH REFERENCE TAG AND 186.7 FEET EB3666'SOUTHWEST OF TELEPHONE PEDESTAL P94. EB3666 EB3666 STATION RECOVERY (1993) EB3666 EB3666'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3666'RECOVERED AS DESCRIBED. MARK IS LEVEL WITH ROAD. LOCATED 182.4 FT EB3666'(55.6 M) WEST OF A TELEPHONE PEDESTAL--AND 12.1 FT (3.7 M) SOUTH OF A EB3666'12-INCH PINE, 28.4 FT (8.7 M) SOUTHWEST OF A 10-INCH PINE--BOTH WITH EB3666'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2994 *********************************************************************** EB2994 DESIGNATION - LIGHT B EB2994 PID - EB2994 EB2994 STATE/COUNTY- NC/RICHMOND EB2994 USGS QUAD - DIGGS (1982) EB2994 EB2994 *CURRENT SURVEY CONTROL EB2994 ___________________________________________________________________ EB2994* NAD 83(1986)- 34 49 58.09855(N) 079 45 11.20701(W) ADJUSTED EB2994* NAVD 88 - 79. (meters) 259. (feet) SCALED EB2994 ___________________________________________________________________ EB2994 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EB2994 GEOID HEIGHT- -31.46 (meters) GEOID03 EB2994 EB2994 HORZ ORDER - FIRST EB2994 EB2994.The North Carolina HARNS have been completed but, EB2994.due to contractual restrictions, coordinates for these stations EB2994.will NOT be published in the near future. In the interim, the EB2994.published coordinates in North Carolina will not be EB2994.consistent with the Continuously Operating Reference Stations EB2994.(CORS). The HARN coordinates for these stations are available EB2994.upon request. Contact Gary Thompson(919-733-3836). EB2994. EB2994.In addition, the published North Carolina positions EB2994.(NAD 83 (1986)) are NOT consistent with those determined in EB2994.adjacent state readjustments. The discontinuity between stations EB2994.located in North Carolina and those in adjacent states EB2994.which have been adjusted to the HARN may be as much as 5 EB2994.decimeters. This will result in a significant loss of accuracy EB2994.over lines crossing such state borders. EB2994 EB2994 EB2994.The horizontal coordinates were established by classical geodetic methods EB2994.and adjusted by the National Geodetic Survey in July 1986. EB2994 EB2994.The orthometric height was scaled from a topographic map. EB2994 EB2994.The Laplace correction was computed from DEFLEC99 derived deflections. EB2994 EB2994.The geoid height was determined by GEOID03. EB2994 EB2994; North East Units Scale Factor Converg. EB2994;SPC NC - 120,377.530 540,718.965 MT 0.99989916 -0 26 04.8 EB2994;SPC NC - 394,938.61 1,774,008.80 sFT 0.99989916 -0 26 04.8 EB2994;SPC SC - 333,335.675 723,654.283 MT 0.99999981 +0 41 28.6 EB2994;SPC SC - 1,093,620.98 2,374,193.84 iFT 0.99999981 +0 41 28.6 EB2994;UTM 17 - 3,855,210.729 614,014.603 MT 0.99976022 +0 42 44.2 EB2994 EB2994! - Elev Factor x Scale Factor = Combined Factor EB2994!SPC NC - 0.99999258 x 0.99989916 = 0.99989174 EB2994!SPC SC - 0.99999258 x 0.99999981 = 0.99999239 EB2994!UTM 17 - 0.99999258 x 0.99976022 = 0.99975280 EB2994 EB2994: Primary Azimuth Mark Grid Az EB2994:SPC NC - LIGHT 212 35 01.3 EB2994:SPC SC - LIGHT 211 27 27.9 EB2994:UTM 17 - LIGHT 211 26 12.3 EB2994 EB2994|---------------------------------------------------------------------| EB2994| PID Reference Object Distance Geod. Az | EB2994| dddmmss.s | EB2994| EB2993 LIGHT A 282.293 METERS 19742 | EB2994| EB2999 LIGHT 459.568 METERS 2120856.5 | EB2994|---------------------------------------------------------------------| EB2994 EB2994 SUPERSEDED SURVEY CONTROL EB2994 EB2994 NAD 27 - 34 49 57.52600(N) 079 45 11.99000(W) AD( ) 1 EB2994 EB2994.Superseded values are not recommended for survey control. EB2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2994.See file dsdata.txt to determine how the superseded data were derived. EB2994 EB2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1401555211(NAD 83) EB2994_MARKER: Z = SEE DESCRIPTION EB2994_SETTING: 0 = UNSPECIFIED SETTING EB2994_MARK LOGO: CGS EB2994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB2994 EB2994 HISTORY - Date Condition Report By EB2994 HISTORY - 1918 MONUMENTED CGS EB2994 HISTORY - 1971 MARK NOT FOUND USGS EB2994 EB2994 STATION DESCRIPTION EB2994 EB2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2994'AT NORTH END OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF EB2994'MILEPOST 258, ON PROLONGATION OF TANGENT TO EAST RAIL, 100 METERS EB2994'(328 FEET) SOUTH OF POINT OF TANGENCY, AND 9.80 METERS (32.2 FEET) EB2994'EAST OF EAST RAIL. MARKED BY 2 BY 4 INCH STAKE IN MASS OF CONCRETE. EB2994 EB2994 STATION RECOVERY (1971) EB2994 EB2994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 EB2994'DESC. NOT ADEQUATE TO PINPOINT, ITS LOCATION MAY STILL EXIST. EB2994'NOTE-- MILEPOST 258 NOT FOUND. EB2994' EB2994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1ST CURVE S OF EB2994'MILEPOST 258. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2996 *********************************************************************** EB2996 DESIGNATION - LIGHT D EB2996 PID - EB2996 EB2996 STATE/COUNTY- NC/RICHMOND EB2996 USGS QUAD - DIGGS (1982) EB2996 EB2996 *CURRENT SURVEY CONTROL EB2996 ___________________________________________________________________ EB2996* NAD 83(1986)- 34 50 42.27592(N) 079 45 04.05791(W) ADJUSTED EB2996* NAVD 88 - 76. (meters) 249. (feet) SCALED EB2996 ___________________________________________________________________ EB2996 LAPLACE CORR- -4.29 (seconds) DEFLEC99 EB2996 GEOID HEIGHT- -31.44 (meters) GEOID03 EB2996 EB2996 HORZ ORDER - FIRST EB2996 EB2996.The North Carolina HARNS have been completed but, EB2996.due to contractual restrictions, coordinates for these stations EB2996.will NOT be published in the near future. In the interim, the EB2996.published coordinates in North Carolina will not be EB2996.consistent with the Continuously Operating Reference Stations EB2996.(CORS). The HARN coordinates for these stations are available EB2996.upon request. Contact Gary Thompson(919-733-3836). EB2996. EB2996.In addition, the published North Carolina positions EB2996.(NAD 83 (1986)) are NOT consistent with those determined in EB2996.adjacent state readjustments. The discontinuity between stations EB2996.located in North Carolina and those in adjacent states EB2996.which have been adjusted to the HARN may be as much as 5 EB2996.decimeters. This will result in a significant loss of accuracy EB2996.over lines crossing such state borders. EB2996 EB2996 EB2996.The horizontal coordinates were established by classical geodetic methods EB2996.and adjusted by the National Geodetic Survey in July 1986. EB2996 EB2996.The orthometric height was scaled from a topographic map. EB2996 EB2996.The Laplace correction was computed from DEFLEC99 derived deflections. EB2996 EB2996.The geoid height was determined by GEOID03. EB2996 EB2996; North East Units Scale Factor Converg. EB2996;SPC NC - 121,737.347 540,910.895 MT 0.99989762 -0 26 00.7 EB2996;SPC NC - 399,399.95 1,774,638.49 sFT 0.99989762 -0 26 00.7 EB2996;SPC SC - 334,699.142 723,819.473 MT 1.00000420 +0 41 32.5 EB2996;SPC SC - 1,098,094.30 2,374,735.80 iFT 1.00000420 +0 41 32.5 EB2996;UTM 17 - 3,856,573.927 614,179.250 MT 0.99976068 +0 42 49.1 EB2996 EB2996! - Elev Factor x Scale Factor = Combined Factor EB2996!SPC NC - 0.99999305 x 0.99989762 = 0.99989067 EB2996!SPC SC - 0.99999305 x 1.00000420 = 0.99999725 EB2996!UTM 17 - 0.99999305 x 0.99976068 = 0.99975373 EB2996 EB2996 SUPERSEDED SURVEY CONTROL EB2996 EB2996 NAD 27 - 34 50 41.70300(N) 079 45 04.84000(W) AD( ) 1 EB2996 EB2996.Superseded values are not recommended for survey control. EB2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2996.See file dsdata.txt to determine how the superseded data were derived. EB2996 EB2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1417956574(NAD 83) EB2996_MARKER: DS = TRIANGULATION STATION DISK EB2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2996_MARK LOGO: CGS EB2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2996+STABILITY: SURFACE MOTION EB2996 EB2996 HISTORY - Date Condition Report By EB2996 HISTORY - 1918 MONUMENTED CGS EB2996 HISTORY - 1933 GOOD CGS EB2996 HISTORY - 1968 MARK NOT FOUND CGS EB2996 EB2996 STATION DESCRIPTION EB2996 EB2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EB2996'ABOUT 3-1/2 MILES NORTH OF RAILWAY STATION AT OSBORNE, 11 TELEGRAPH EB2996'POLES SOUTH OF MILEPOST 257 OF SEABOARD AIR LINE RAILWAY, IN DEEP EB2996'CUT, AND 1.95 METERS (6.4 FEET) SOUTH OF SOUTH RAIL. SURFACE MARK IS EB2996'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND EB2996'MARK IS COPPER BOLT IN CONCRETE. STATION LIGHT C (SEE EB2996'DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM EB2996'GROUND, BEARING S 46 DEG 59 MIN W. EB2996 EB2996 STATION RECOVERY (1968) EB2996 EB2996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2996'NOT RECOVERED. MILEAGE AND POLE COUNT DO NOT FIT THIS POSITION. EB2996' EB2996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.85 MILES NORTH OF EB2996'OSBORNE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2997 *********************************************************************** EB2997 DESIGNATION - LIGHT E EB2997 PID - EB2997 EB2997 STATE/COUNTY- NC/RICHMOND EB2997 USGS QUAD - DIGGS (1982) EB2997 EB2997 *CURRENT SURVEY CONTROL EB2997 ___________________________________________________________________ EB2997* NAD 83(1986)- 34 50 45.02967(N) 079 44 59.99318(W) ADJUSTED EB2997* NAVD 88 - 76. (meters) 249. (feet) SCALED EB2997 ___________________________________________________________________ EB2997 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EB2997 GEOID HEIGHT- -31.44 (meters) GEOID03 EB2997 EB2997 HORZ ORDER - SECOND EB2997 EB2997.The North Carolina HARNS have been completed but, EB2997.due to contractual restrictions, coordinates for these stations EB2997.will NOT be published in the near future. In the interim, the EB2997.published coordinates in North Carolina will not be EB2997.consistent with the Continuously Operating Reference Stations EB2997.(CORS). The HARN coordinates for these stations are available EB2997.upon request. Contact Gary Thompson(919-733-3836). EB2997. EB2997.In addition, the published North Carolina positions EB2997.(NAD 83 (1986)) are NOT consistent with those determined in EB2997.adjacent state readjustments. The discontinuity between stations EB2997.located in North Carolina and those in adjacent states EB2997.which have been adjusted to the HARN may be as much as 5 EB2997.decimeters. This will result in a significant loss of accuracy EB2997.over lines crossing such state borders. EB2997 EB2997 EB2997.The horizontal coordinates were established by classical geodetic methods EB2997.and adjusted by the National Geodetic Survey in July 1986. EB2997 EB2997.The orthometric height was scaled from a topographic map. EB2997 EB2997.The Laplace correction was computed from DEFLEC99 derived deflections. EB2997 EB2997.The geoid height was determined by GEOID03. EB2997 EB2997; North East Units Scale Factor Converg. EB2997;SPC NC - 121,821.414 541,014.789 MT 0.99989753 -0 25 58.4 EB2997;SPC NC - 399,675.76 1,774,979.35 sFT 0.99989753 -0 25 58.4 EB2997;SPC SC - 334,785.244 723,921.706 MT 1.00000447 +0 41 34.8 EB2997;SPC SC - 1,098,376.78 2,375,071.21 iFT 1.00000447 +0 41 34.8 EB2997;UTM 17 - 3,856,660.047 614,281.426 MT 0.99976097 +0 42 51.4 EB2997 EB2997! - Elev Factor x Scale Factor = Combined Factor EB2997!SPC NC - 0.99999305 x 0.99989753 = 0.99989058 EB2997!SPC SC - 0.99999305 x 1.00000447 = 0.99999752 EB2997!UTM 17 - 0.99999305 x 0.99976097 = 0.99975402 EB2997 EB2997: Primary Azimuth Mark Grid Az EB2997:SPC NC - LIGHT G 067 08 54.7 EB2997:SPC SC - LIGHT G 066 01 21.5 EB2997:UTM 17 - LIGHT G 066 00 04.9 EB2997 EB2997|---------------------------------------------------------------------| EB2997| PID Reference Object Distance Geod. Az | EB2997| dddmmss.s | EB2997| EB2838 LIGHT G APPROX. 0.5 KM 0664256.3 | EB2997| EB2998 LIGHT F 10.461 METERS 15254 | EB2997| EB2995 LIGHT C 322.888 METERS 22828 | EB2997| EB2996 LIGHT D 133.660 METERS 23035 | EB2997|---------------------------------------------------------------------| EB2997 EB2997 SUPERSEDED SURVEY CONTROL EB2997 EB2997 NAD 27 - 34 50 44.45700(N) 079 45 00.77700(W) AD( ) 2 EB2997 EB2997.Superseded values are not recommended for survey control. EB2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2997.See file dsdata.txt to determine how the superseded data were derived. EB2997 EB2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1428156660(NAD 83) EB2997_MARKER: DS = TRIANGULATION STATION DISK EB2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2997_MARK LOGO: CGS EB2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2997+STABILITY: SURFACE MOTION EB2997 EB2997 HISTORY - Date Condition Report By EB2997 HISTORY - 1918 MONUMENTED CGS EB2997 HISTORY - 1968 MARK NOT FOUND CGS EB2997 EB2997 STATION DESCRIPTION EB2997 EB2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2997'ABOUT 3 MILES SOUTH OF RAILWAY STATION AT HAMLET, 7 TELEGRAPH POLES EB2997'SOUTH OF MILEPOST 257 OF SEABOARD AIR LINE RAILWAY, ON BANK OF DEEP EB2997'CUT, ABOUT 7.00 METERS (23.0 FEET) ABOVE STATION LIGHT F, AND 12.93 EB2997'METERS (42.4 FEET) FROM RAIL. SURFACE MARK WAS STANDARD DISK EB2997'STATION MARK IN CONCRETE. UNDERGROUND MARK WAS COPPER BOLT EB2997'IN CONCRETE. STATION WAS NOT RECOVERED IN 1933. EB2997 EB2997 STATION RECOVERY (1968) EB2997 EB2997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2997'NOT RECOVERED, PROBABLY ERODED FROM THE EDGE OF THE RAILROAD CUT. EB2997'NEITHER THE MILEAGE FROM HAMLET NOR THE TELEGRAPH POLE COUNT FIT. EB2997'THE MILEAGE IS OUT 1 MILE, AND THE POLES ARE CLOSER TOGETHER, THE 7TH EB2997'POLE SOUTH OF MILEPOST 257 NOT BEING INTO THE RAILROAD CUT. EB2997' EB2997'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MILES NORTH OF EB2997'OSBORNE 3.9 MILES SOUTH OF HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2998 *********************************************************************** EB2998 DESIGNATION - LIGHT F EB2998 PID - EB2998 EB2998 STATE/COUNTY- NC/RICHMOND EB2998 USGS QUAD - DIGGS (1982) EB2998 EB2998 *CURRENT SURVEY CONTROL EB2998 ___________________________________________________________________ EB2998* NAD 83(1986)- 34 50 44.72748(N) 079 44 59.80556(W) ADJUSTED EB2998* NAVD 88 - 76. (meters) 249. (feet) SCALED EB2998 ___________________________________________________________________ EB2998 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EB2998 GEOID HEIGHT- -31.44 (meters) GEOID03 EB2998 EB2998 HORZ ORDER - FIRST EB2998 EB2998.The North Carolina HARNS have been completed but, EB2998.due to contractual restrictions, coordinates for these stations EB2998.will NOT be published in the near future. In the interim, the EB2998.published coordinates in North Carolina will not be EB2998.consistent with the Continuously Operating Reference Stations EB2998.(CORS). The HARN coordinates for these stations are available EB2998.upon request. Contact Gary Thompson(919-733-3836). EB2998. EB2998.In addition, the published North Carolina positions EB2998.(NAD 83 (1986)) are NOT consistent with those determined in EB2998.adjacent state readjustments. The discontinuity between stations EB2998.located in North Carolina and those in adjacent states EB2998.which have been adjusted to the HARN may be as much as 5 EB2998.decimeters. This will result in a significant loss of accuracy EB2998.over lines crossing such state borders. EB2998 EB2998 EB2998.The horizontal coordinates were established by classical geodetic methods EB2998.and adjusted by the National Geodetic Survey in July 1986. EB2998 EB2998.The orthometric height was scaled from a topographic map. EB2998 EB2998.The Laplace correction was computed from DEFLEC99 derived deflections. EB2998 EB2998.The geoid height was determined by GEOID03. EB2998 EB2998; North East Units Scale Factor Converg. EB2998;SPC NC - 121,812.067 541,019.485 MT 0.99989754 -0 25 58.2 EB2998;SPC NC - 399,645.09 1,774,994.76 sFT 0.99989754 -0 25 58.2 EB2998;SPC SC - 334,775.990 723,926.585 MT 1.00000444 +0 41 34.9 EB2998;SPC SC - 1,098,346.42 2,375,087.22 iFT 1.00000444 +0 41 34.9 EB2998;UTM 17 - 3,856,650.797 614,286.308 MT 0.99976098 +0 42 51.6 EB2998 EB2998! - Elev Factor x Scale Factor = Combined Factor EB2998!SPC NC - 0.99999305 x 0.99989754 = 0.99989059 EB2998!SPC SC - 0.99999305 x 1.00000444 = 0.99999749 EB2998!UTM 17 - 0.99999305 x 0.99976098 = 0.99975403 EB2998 EB2998: Primary Azimuth Mark Grid Az EB2998:SPC NC - LIGHT G 065 58 46.0 EB2998:SPC SC - LIGHT G 064 51 12.9 EB2998:UTM 17 - LIGHT G 064 49 56.2 EB2998 EB2998|---------------------------------------------------------------------| EB2998| PID Reference Object Distance Geod. Az | EB2998| dddmmss.s | EB2998| EB2838 LIGHT G APPROX. 0.5 KM 0653247.8 | EB2998| EB2996 LIGHT D 131.827 METERS 23502 | EB2998| EB2997 LIGHT E 10.461 METERS 33254 | EB2998|---------------------------------------------------------------------| EB2998 EB2998 SUPERSEDED SURVEY CONTROL EB2998 EB2998 NAD 27 - 34 50 44.15400(N) 079 45 00.58900(W) AD( ) 1 EB2998 EB2998.Superseded values are not recommended for survey control. EB2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2998.See file dsdata.txt to determine how the superseded data were derived. EB2998 EB2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1428656651(NAD 83) EB2998_MARKER: DS = TRIANGULATION STATION DISK EB2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB2998_MARK LOGO: CGS EB2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2998+STABILITY: SURFACE MOTION EB2998 EB2998 HISTORY - Date Condition Report By EB2998 HISTORY - 1918 MONUMENTED CGS EB2998 EB2998 STATION DESCRIPTION EB2998 EB2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2998'ABOUT 3 MILES SOUTH OF RAILWAY STATION AT HAMLET, 7 TELEGRAPH POLES EB2998'SOUTH OF MILEPOST 257 OF SEABOARD AIR LINE RAILWAY, IN DEEP CUT, AND EB2998'0.380 METER (1.25 FEET) WEST OF WEST RAIL. SURFACE MARK WAS EB2998'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND MARK EB2998'WAS COPPER BOLT IN CONCRETE. STATION WAS NOT RECOVERED IN EB2998'1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2838 *********************************************************************** EB2838 DESIGNATION - LIGHT G EB2838 PID - EB2838 EB2838 STATE/COUNTY- NC/RICHMOND EB2838 USGS QUAD - GHIO (1982) EB2838 EB2838 *CURRENT SURVEY CONTROL EB2838 ___________________________________________________________________ EB2838* NAD 83(1986)- 34 50 51.59948(N) 079 44 41.47387(W) ADJUSTED EB2838* NAVD 88 - 76. (meters) 249. (feet) SCALED EB2838 ___________________________________________________________________ EB2838 LAPLACE CORR- -4.36 (seconds) DEFLEC99 EB2838 GEOID HEIGHT- -31.45 (meters) GEOID03 EB2838 EB2838 HORZ ORDER - FIRST EB2838 EB2838.The North Carolina HARNS have been completed but, EB2838.due to contractual restrictions, coordinates for these stations EB2838.will NOT be published in the near future. In the interim, the EB2838.published coordinates in North Carolina will not be EB2838.consistent with the Continuously Operating Reference Stations EB2838.(CORS). The HARN coordinates for these stations are available EB2838.upon request. Contact Gary Thompson(919-733-3836). EB2838. EB2838.In addition, the published North Carolina positions EB2838.(NAD 83 (1986)) are NOT consistent with those determined in EB2838.adjacent state readjustments. The discontinuity between stations EB2838.located in North Carolina and those in adjacent states EB2838.which have been adjusted to the HARN may be as much as 5 EB2838.decimeters. This will result in a significant loss of accuracy EB2838.over lines crossing such state borders. EB2838 EB2838 EB2838.The horizontal coordinates were established by classical geodetic methods EB2838.and adjusted by the National Geodetic Survey in July 1986. EB2838 EB2838.The orthometric height was scaled from a topographic map. EB2838 EB2838.The Laplace correction was computed from DEFLEC99 derived deflections. EB2838 EB2838.The geoid height was determined by GEOID03. EB2838 EB2838; North East Units Scale Factor Converg. EB2838;SPC NC - 122,020.302 541,486.735 MT 0.99989731 -0 25 47.7 EB2838;SPC NC - 400,328.27 1,776,527.73 sFT 0.99989731 -0 25 47.7 EB2838;SPC SC - 334,993.388 724,389.703 MT 1.00000513 +0 41 45.1 EB2838;SPC SC - 1,099,059.67 2,376,606.64 iFT 1.00000513 +0 41 45.1 EB2838;UTM 17 - 3,856,868.314 614,749.232 MT 0.99976229 +0 43 02.2 EB2838 EB2838! - Elev Factor x Scale Factor = Combined Factor EB2838!SPC NC - 0.99999305 x 0.99989731 = 0.99989036 EB2838!SPC SC - 0.99999305 x 1.00000513 = 0.99999818 EB2838!UTM 17 - 0.99999305 x 0.99976229 = 0.99975534 EB2838 EB2838: Primary Azimuth Mark Grid Az EB2838:SPC NC - LIGHT F 245 58 45.9 EB2838:SPC SC - LIGHT F 244 51 13.1 EB2838:UTM 17 - LIGHT F 244 49 56.0 EB2838 EB2838|---------------------------------------------------------------------| EB2838| PID Reference Object Distance Geod. Az | EB2838| dddmmss.s | EB2838| EB3415 LIGHT G RM 23.280 METERS 07547 | EB2838| EB2998 LIGHT F APPROX. 0.5 KM 2453258.2 | EB2838| EB2997 LIGHT E APPROX. 0.5 KM 2464306.9 | EB2838|---------------------------------------------------------------------| EB2838 EB2838 SUPERSEDED SURVEY CONTROL EB2838 EB2838 NAD 27 - 34 50 51.02600(N) 079 44 42.25800(W) AD( ) 1 EB2838 EB2838.Superseded values are not recommended for survey control. EB2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2838.See file dsdata.txt to determine how the superseded data were derived. EB2838 EB2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1474956868(NAD 83) EB2838_MARKER: DS = TRIANGULATION STATION DISK EB2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2838 EB2838 HISTORY - Date Condition Report By EB2838 HISTORY - 1918 MONUMENTED CGS EB2838 HISTORY - 1964 MARK NOT FOUND CGS EB2838 HISTORY - 1968 MARK NOT FOUND CGS EB2838 EB2838 STATION DESCRIPTION EB2838 EB2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2838'ABOUT 3 MILES SOUTH OF RAILWAY STATION AT HAMLET, ABOUT 50 METERS EB2838'(164 FEET) SOUTH OF MILEPOST 257 OF SEABOARD AIR LINE RAILWAY, AT EB2838'INTERSECTION OF TANGENTS TO WEST RAIL TO SOUTH AND EAST RAIL TO EB2838'NORTH, AND 15.61 METERS (51.2 FEET) FROM RAIL. SURFACE MARK IS EB2838'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND MARK IS EB2838'COPPER BOLT IN CONCRETE. REFERENCE MARK IS STANDARD EB2838'REFERENCE DISK IN CONCRETE, 24.31 METERS (79.8 FEET) EB2838'FROM RAIL, AND 23.28 METERS (76.4 FEET) FROM STATION, BEARING N EB2838'75 DEG 47 MIN E. STATION LIGHT H (SEE DESCRIPTION AND GEOGRAPHIC EB2838'POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING N 43 DEG 41 MIN E. EB2838 EB2838 STATION RECOVERY (1964) EB2838 EB2838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMS) EB2838'STATION NOT FOUND. POSITION OF STATION IS NOW LOCATED IN A WATER EB2838'FILLED DITCH. IT IS THOUGHT THAT THE DITCH WAS MADE DEEPER AND THE EB2838'STATION REMOVED IN THE PROCESS. EB2838' EB2838'REFERENCE MARK FOUND IN ORIGINAL DESCRIPTION POSITION BUT DISTURBED. EB2838 EB2838 STATION RECOVERY (1968) EB2838 EB2838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS) EB2838'NOT RECOVERED AFTER A CAREFUL SEARCH. THE GROUND APPEARS TO HAVE EB2838'BEEN DUG OUT AT THIS SPOT. DISTANCE FROM THE REFERENCE MARK, RAIL EB2838'AND MILEPOST INDICATE THAT THE MARK WAS WHERE A HOLE IS NOW, EB2838'WITH SEVERAL FEET OF WATER FILLING THE HOLE. REFERENCE MARK WAS EB2838'RECOVERED 32 FEET SOUTHEAST OF THE WATERHOLE AND 30 FEET NORTHWEST EB2838'OF A BARBED WIRE FENCE. IT PROJECTS 1 INCH, BUT APPEARS TIPPED EB2838'AND PROBABLY DISTURBED, THE ARROW PROBABLY NOT POINTING TOWARD THE EB2838'STATION. REFERENCE MARK IS MAGNETIC SOUTH OF THE MILEPOST AND IS EB2838'STAMPED G LIGHT 1918. EB2838' EB2838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES SOUTH OF EB2838'HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2839 *********************************************************************** EB2839 DESIGNATION - LIGHT H EB2839 PID - EB2839 EB2839 STATE/COUNTY- NC/RICHMOND EB2839 USGS QUAD - GHIO (1982) EB2839 EB2839 *CURRENT SURVEY CONTROL EB2839 ___________________________________________________________________ EB2839* NAD 83(1986)- 34 51 44.89928(N) 079 43 39.69730(W) ADJUSTED EB2839* NAVD 88 - 84. (meters) 276. (feet) SCALED EB2839 ___________________________________________________________________ EB2839 LAPLACE CORR- -4.60 (seconds) DEFLEC99 EB2839 GEOID HEIGHT- -31.47 (meters) GEOID03 EB2839 EB2839 HORZ ORDER - FIRST EB2839 EB2839.The North Carolina HARNS have been completed but, EB2839.due to contractual restrictions, coordinates for these stations EB2839.will NOT be published in the near future. In the interim, the EB2839.published coordinates in North Carolina will not be EB2839.consistent with the Continuously Operating Reference Stations EB2839.(CORS). The HARN coordinates for these stations are available EB2839.upon request. Contact Gary Thompson(919-733-3836). EB2839. EB2839.In addition, the published North Carolina positions EB2839.(NAD 83 (1986)) are NOT consistent with those determined in EB2839.adjacent state readjustments. The discontinuity between stations EB2839.located in North Carolina and those in adjacent states EB2839.which have been adjusted to the HARN may be as much as 5 EB2839.decimeters. This will result in a significant loss of accuracy EB2839.over lines crossing such state borders. EB2839 EB2839 EB2839.The horizontal coordinates were established by classical geodetic methods EB2839.and adjusted by the National Geodetic Survey in July 1986. EB2839 EB2839.The orthometric height was scaled from a topographic map. EB2839 EB2839.The Laplace correction was computed from DEFLEC99 derived deflections. EB2839 EB2839.The geoid height was determined by GEOID03. EB2839 EB2839; North East Units Scale Factor Converg. EB2839;SPC NC - 123,650.940 543,067.987 MT 0.99989553 -0 25 12.0 EB2839;SPC NC - 405,678.13 1,781,715.55 sFT 0.99989553 -0 25 12.0 EB2839;SPC SC - 336,654.958 725,938.791 MT 1.00001049 +0 42 19.3 EB2839;SPC SC - 1,104,511.02 2,381,688.95 iFT 1.00001049 +0 42 19.3 EB2839;UTM 17 - 3,858,530.066 616,297.314 MT 0.99976669 +0 43 38.4 EB2839 EB2839! - Elev Factor x Scale Factor = Combined Factor EB2839!SPC NC - 0.99999180 x 0.99989553 = 0.99988733 EB2839!SPC SC - 0.99999180 x 1.00001049 = 1.00000229 EB2839!UTM 17 - 0.99999180 x 0.99976669 = 0.99975849 EB2839 EB2839: Primary Azimuth Mark Grid Az EB2839:SPC NC - LIGHT G 224 07 08.5 EB2839:SPC SC - LIGHT G 222 59 37.2 EB2839:UTM 17 - LIGHT G 222 58 18.1 EB2839 EB2839|---------------------------------------------------------------------| EB2839| PID Reference Object Distance Geod. Az | EB2839| dddmmss.s | EB2839| EB3416 LIGHT H RM 04413 | EB2839| EB2838 LIGHT G APPROX. 2.3 KM 2234156.5 | EB2839|---------------------------------------------------------------------| EB2839 EB2839 SUPERSEDED SURVEY CONTROL EB2839 EB2839 NAD 27 - 34 51 44.32800(N) 079 43 40.48600(W) AD( ) 1 EB2839 EB2839.Superseded values are not recommended for survey control. EB2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2839.See file dsdata.txt to determine how the superseded data were derived. EB2839 EB2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1629758530(NAD 83) EB2839_MARKER: DS = TRIANGULATION STATION DISK EB2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2839 EB2839 HISTORY - Date Condition Report By EB2839 HISTORY - 1918 MONUMENTED CGS EB2839 HISTORY - 1967 MARK NOT FOUND CGS EB2839 EB2839 STATION DESCRIPTION EB2839 EB2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2839'ABOUT 1-3/4 MILES SOUTH OF RAILWAY STATION AT HAMLET, ON FIRST CUT ON EB2839'SEABOARD AIR LINE RAILWAY SOUTH OF RAILWAY STATION, ABOUT ONE HALF EB2839'MILE SOUTH OF RAILWAY CROSSING, ABOUT 30 METERS (98 FEET) NORTH OF EB2839'BLOCK SIGNAL, AND 6.08 METERS (19.9 FEET) EAST OF EAST RAIL. EB2839'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EB2839'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE. REFERENCE EB2839'MARK IS STANDARD REFERENCE DISK IN CONCRETE, 62.30 METERS EB2839'(204.4 FEET) FROM RAIL, AND 16.73 METERS (54.9 FEET) FROM STATION EB2839'BEARING N 44 DEG 13 MIN E. STATION LIGHT G (SEE DESCRIPTION AND EB2839'GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING EB2839'S 43 DEG 42 MIN W. EB2839 EB2839 STATION RECOVERY (1967) EB2839 EB2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2839'NOT RECOVERED. THE RAILROAD CUT HAS BEEN WIDENED HERE TO 24 FEET EB2839'EAST OF THE EAST RAIL. STATION IS PROBABLY DESTROYED. EB2839' EB2839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES SOUTH OF EB2839'HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2840 *********************************************************************** EB2840 DESIGNATION - LIGHT I EB2840 PID - EB2840 EB2840 STATE/COUNTY- NC/RICHMOND EB2840 USGS QUAD - GHIO (1982) EB2840 EB2840 *CURRENT SURVEY CONTROL EB2840 ___________________________________________________________________ EB2840* NAD 83(1986)- 34 52 11.70675(N) 079 43 09.47054(W) ADJUSTED EB2840* NAVD 88 - 85. (meters) 279. (feet) SCALED EB2840 ___________________________________________________________________ EB2840 LAPLACE CORR- -4.64 (seconds) DEFLEC99 EB2840 GEOID HEIGHT- -31.48 (meters) GEOID03 EB2840 EB2840 HORZ ORDER - FIRST EB2840 EB2840.The North Carolina HARNS have been completed but, EB2840.due to contractual restrictions, coordinates for these stations EB2840.will NOT be published in the near future. In the interim, the EB2840.published coordinates in North Carolina will not be EB2840.consistent with the Continuously Operating Reference Stations EB2840.(CORS). The HARN coordinates for these stations are available EB2840.upon request. Contact Gary Thompson(919-733-3836). EB2840. EB2840.In addition, the published North Carolina positions EB2840.(NAD 83 (1986)) are NOT consistent with those determined in EB2840.adjacent state readjustments. The discontinuity between stations EB2840.located in North Carolina and those in adjacent states EB2840.which have been adjusted to the HARN may be as much as 5 EB2840.decimeters. This will result in a significant loss of accuracy EB2840.over lines crossing such state borders. EB2840 EB2840 EB2840.The horizontal coordinates were established by classical geodetic methods EB2840.and adjusted by the National Geodetic Survey in July 1986. EB2840 EB2840.The orthometric height was scaled from a topographic map. EB2840 EB2840.The Laplace correction was computed from DEFLEC99 derived deflections. EB2840 EB2840.The geoid height was determined by GEOID03. EB2840 EB2840; North East Units Scale Factor Converg. EB2840;SPC NC - 124,471.339 543,841.636 MT 0.99989466 -0 24 54.6 EB2840;SPC NC - 408,369.72 1,784,253.77 sFT 0.99989466 -0 24 54.6 EB2840;SPC SC - 337,490.490 726,696.268 MT 1.00001321 +0 42 36.1 EB2840;SPC SC - 1,107,252.26 2,384,174.11 iFT 1.00001321 +0 42 36.1 EB2840;UTM 17 - 3,859,365.687 617,054.284 MT 0.99976887 +0 43 56.2 EB2840 EB2840! - Elev Factor x Scale Factor = Combined Factor EB2840!SPC NC - 0.99999164 x 0.99989466 = 0.99988630 EB2840!SPC SC - 0.99999164 x 1.00001321 = 1.00000485 EB2840!UTM 17 - 0.99999164 x 0.99976887 = 0.99976051 EB2840 EB2840: Primary Azimuth Mark Grid Az EB2840:SPC NC - LIGHT H 223 19 12.4 EB2840:SPC SC - LIGHT H 222 11 41.7 EB2840:UTM 17 - LIGHT H 222 10 21.6 EB2840 EB2840|---------------------------------------------------------------------| EB2840| PID Reference Object Distance Geod. Az | EB2840| dddmmss.s | EB2840| EB2841 LIGHT J 171.248 METERS 04920 | EB2840| EB3417 LIGHT I RM 18400 | EB2840| EB2839 LIGHT H APPROX. 1.1 KM 2225417.8 | EB2840|---------------------------------------------------------------------| EB2840 EB2840 SUPERSEDED SURVEY CONTROL EB2840 EB2840 NAD 27 - 34 52 11.13500(N) 079 43 10.26000(W) AD( ) 1 EB2840 EB2840.Superseded values are not recommended for survey control. EB2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2840.See file dsdata.txt to determine how the superseded data were derived. EB2840 EB2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1705459366(NAD 83) EB2840_MARKER: DS = TRIANGULATION STATION DISK EB2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2840_MARK LOGO: CGS EB2840 EB2840 HISTORY - Date Condition Report By EB2840 HISTORY - 1918 MONUMENTED CGS EB2840 HISTORY - 1954 SEE DESCRIPTION CGS EB2840 HISTORY - 1967 MARK NOT FOUND CGS EB2840 EB2840 STATION DESCRIPTION EB2840 EB2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2840'ABOUT 1-1/4 MILES SOUTH OF HAMLET, 3 TELEGRAPH POLES NORTH OF EB2840'MILEPOST 255 OF SEABOARD AIR LINE RAILWAY, ABOUT 50 METERS (164 FEET) EB2840'NORTH OF POINT OF TANGENCY, 5.85 METERS (19.2 FEET) WEST OF WEST EB2840'RAIL, AND ABOUT 5 FEET FROM EDGE OF BANK OF CUT. SURFACE MARK EB2840'WAS STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND EB2840'MARK WAS COPPER BOLT IN CONCRETE. REFERENCE MARK WAS EB2840'STANDARD REFERENCE DISK IN CONCRETE, BEARING S 04 DEG 01 MIN W EB2840'FROM STATION. STATION WAS NOT RECOVERED IN 1933. EB2840 EB2840 STATION RECOVERY (1954) EB2840 EB2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JFB) EB2840'LETTER OF MR. J.F. BURNS, SEABOARD AIR LINE RAILROAD CO., HAMLET, EB2840'N.C. , DATED AUGUST 5, 1954-- EB2840' EB2840'THE REFERENCE MARK WAS FOUND LAYING ON THE RIGHT OF WAY AT EB2840'APPROXIMATELY MILEPOST 255 OF THE SEABOARD AIR LINE RAILROAD JUST S EB2840'OF HAMLET. EB2840' EB2840'THE DISK STAMPED LIGHT I 1918 WAS FORWARDED AND RECEIVED AT THIS EB2840'OFFICE AUGUST 6, 1954. EB2840 EB2840 STATION RECOVERY (1967) EB2840 EB2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2840'NOT RECOVERED. PROBABLY DESTROYED, AS THE RAILROAD CUT HAS BEEN EB2840'WIDENED AT THIS POINT FROM ABOUT 15 FEET TO 28 FEET. NOT RECOVERED EB2840'IN 1933. EB2840' EB2840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES SOUTH OF EB2840'HAMLET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2872 *********************************************************************** EB2872 DESIGNATION - LINKERS EB2872 PID - EB2872 EB2872 STATE/COUNTY- NC/RICHMOND EB2872 USGS QUAD - HAMLET (1982) EB2872 EB2872 *CURRENT SURVEY CONTROL EB2872 ___________________________________________________________________ EB2872* NAD 83(1986)- 34 57 01.54933(N) 079 42 22.49632(W) ADJUSTED EB2872* NAVD 88 - 102.7 (meters) 337. (feet) VERTCON EB2872 ___________________________________________________________________ EB2872 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EB2872 GEOID HEIGHT- -31.37 (meters) GEOID03 EB2872 EB2872 HORZ ORDER - SECOND EB2872 EB2872.The North Carolina HARNS have been completed but, EB2872.due to contractual restrictions, coordinates for these stations EB2872.will NOT be published in the near future. In the interim, the EB2872.published coordinates in North Carolina will not be EB2872.consistent with the Continuously Operating Reference Stations EB2872.(CORS). The HARN coordinates for these stations are available EB2872.upon request. Contact Gary Thompson(919-733-3836). EB2872. EB2872.In addition, the published North Carolina positions EB2872.(NAD 83 (1986)) are NOT consistent with those determined in EB2872.adjacent state readjustments. The discontinuity between stations EB2872.located in North Carolina and those in adjacent states EB2872.which have been adjusted to the HARN may be as much as 5 EB2872.decimeters. This will result in a significant loss of accuracy EB2872.over lines crossing such state borders. EB2872 EB2872 EB2872.The horizontal coordinates were established by classical geodetic methods EB2872.and adjusted by the National Geodetic Survey in July 1986. EB2872 EB2872.The NAVD 88 height was computed by applying the VERTCON shift value to EB2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2872 EB2872.The Laplace correction was computed from DEFLEC99 derived deflections. EB2872 EB2872.The geoid height was determined by GEOID03. EB2872 EB2872; North East Units Scale Factor Converg. EB2872;SPC NC - 133,393.465 545,098.064 MT 0.99988634 -0 24 27.5 EB2872;SPC NC - 437,641.73 1,788,375.90 sFT 0.99988634 -0 24 27.5 EB2872;UTM 17 - 3,868,310.124 618,131.552 MT 0.99977199 +0 44 28.4 EB2872 EB2872! - Elev Factor x Scale Factor = Combined Factor EB2872!SPC NC - 0.99998880 x 0.99988634 = 0.99987514 EB2872!UTM 17 - 0.99998880 x 0.99977199 = 0.99976079 EB2872 EB2872: Primary Azimuth Mark Grid Az EB2872:SPC NC - WALTER 018 11 54.0 EB2872:UTM 17 - WALTER 017 02 58.1 EB2872 EB2872|---------------------------------------------------------------------| EB2872| PID Reference Object Distance Geod. Az | EB2872| dddmmss.s | EB2872| EB2868 WALTER APPROX. 0.7 KM 0174726.5 | EB2872|---------------------------------------------------------------------| EB2872 EB2872 SUPERSEDED SURVEY CONTROL EB2872 EB2872 NAD 27 - 34 57 00.99375(N) 079 42 23.29801(W) AD( ) 2 EB2872 NGVD 29 (07/19/86) 103.0 (m) 338. (f) VERT ANG EB2872 EB2872.Superseded values are not recommended for survey control. EB2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2872.See file dsdata.txt to determine how the superseded data were derived. EB2872 EB2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1813268310(NAD 83) EB2872_MARKER: DE = TRAVERSE STATION DISK EB2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2872_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2872_STAMPING: LINKERS 1970 EB2872_MARK LOGO: NCGS EB2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2872+STABILITY: SURFACE MOTION EB2872 EB2872 HISTORY - Date Condition Report By EB2872 HISTORY - 1970 MONUMENTED NCGS EB2872 EB2872 STATION DESCRIPTION EB2872 EB2872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2872'LINKERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2872'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2872' EB2872'LINKERS IS LOCATED APPROXIMATELY 3.7 MILES EAST OF ROCKINGHAM AND EB2872'4.0 MILES NORTH OF HAMLET. TO REACH STATION PROCEED FROM THE EB2872'INTERSECTION OF SR 1640 AND SR 1624 APPROXIMATELY 2.0 MILES NORTH EB2872'OF HAMLET, GO NORTH ON SR 1640 FOR 2.0 MILES TO STATION ON LEFT, EB2872'ON SOUTH SIDE OF NORTH DRIVEWAY LEADING TO HOME OF MR. LINKERS AND EB2872'0.4 MILE SOUTH OF INTERSECTION OF SR 1640 AND US 1. EB2872' EB2872'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LINKERS EB2872'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB2872'INCHES BELOW THE SURFACE OF THE GROUND. EB2872' EB2872'MARK IS EB2872' EB2872'11.9 FEET S OF C/L OF DIRT PATH LEADING TO HOME OF MR. LINKERS. EB2872'70.8 FEET W OF C/L OF SR 1640. EB2872'63.5 FEET S OF ALUMINUM REF. TAG ON PP NO. 8AB 51/4 W/TRANSFORMER. EB2872'129.2 FEET NNW OF ALUMINUM REF. TAG ON NO. 5N-12 (PP). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5772 *********************************************************************** EZ5772 DESIGNATION - LITTLES EZ5772 PID - EZ5772 EZ5772 STATE/COUNTY- NC/RICHMOND EZ5772 USGS QUAD - MOUNT GILEAD EAST (1994) EZ5772 EZ5772 *CURRENT SURVEY CONTROL EZ5772 ___________________________________________________________________ EZ5772* NAD 83(1986)- 35 09 04.71126(N) 079 55 15.05804(W) ADJUSTED EZ5772* NAVD 88 - 83.5 (meters) 274. (feet) VERT ANG EZ5772 ___________________________________________________________________ EZ5772 LAPLACE CORR- -1.34 (seconds) DEFLEC99 EZ5772 GEOID HEIGHT- -30.64 (meters) GEOID03 EZ5772 EZ5772 HORZ ORDER - SECOND EZ5772 EZ5772.The North Carolina HARNS have been completed but, EZ5772.due to contractual restrictions, coordinates for these stations EZ5772.will NOT be published in the near future. In the interim, the EZ5772.published coordinates in North Carolina will not be EZ5772.consistent with the Continuously Operating Reference Stations EZ5772.(CORS). The HARN coordinates for these stations are available EZ5772.upon request. Contact Gary Thompson(919-733-3836). EZ5772. EZ5772.In addition, the published North Carolina positions EZ5772.(NAD 83 (1986)) are NOT consistent with those determined in EZ5772.adjacent state readjustments. The discontinuity between stations EZ5772.located in North Carolina and those in adjacent states EZ5772.which have been adjusted to the HARN may be as much as 5 EZ5772.decimeters. This will result in a significant loss of accuracy EZ5772.over lines crossing such state borders. EZ5772 EZ5772 EZ5772.The horizontal coordinates were established by classical geodetic methods EZ5772.and adjusted by the National Geodetic Survey in July 1998. EZ5772 EZ5772.The orthometric height was determined by vertical angle observations. EZ5772 EZ5772.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5772 EZ5772.The geoid height was determined by GEOID03. EZ5772 EZ5772; North East Units Scale Factor Converg. EZ5772;SPC NC - 155,836.184 525,705.361 MT 0.99987412 -0 31 53.4 EZ5772;SPC NC - 511,272.55 1,724,751.67 sFT 0.99987412 -0 31 53.4 EZ5772;UTM 17 - 3,890,355.816 598,294.633 MT 0.99971907 +0 37 16.9 EZ5772 EZ5772! - Elev Factor x Scale Factor = Combined Factor EZ5772!SPC NC - 0.99999170 x 0.99987412 = 0.99986582 EZ5772!UTM 17 - 0.99999170 x 0.99971907 = 0.99971078 EZ5772 EZ5772 SUPERSEDED SURVEY CONTROL EZ5772 EZ5772 NAD 83(1986)- 35 09 04.72584(N) 079 55 15.09155(W) AD( ) 2 EZ5772 NGVD 29 (03/28/90) 83.8 (m) 275. (f) VERT ANG EZ5772 EZ5772.Superseded values are not recommended for survey control. EZ5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5772.See file dsdata.txt to determine how the superseded data were derived. EZ5772 EZ5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9829590356(NAD 83) EZ5772_MARKER: DE = TRAVERSE STATION DISK EZ5772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5772_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5772_STAMPING: LITTLES 1977 EZ5772_MARK LOGO: NCGS EZ5772_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5772+STABILITY: SURFACE MOTION EZ5772 EZ5772 HISTORY - Date Condition Report By EZ5772 HISTORY - 1977 MONUMENTED NCGS EZ5772 HISTORY - 19930920 GOOD NCGS EZ5772 EZ5772 STATION DESCRIPTION EZ5772 EZ5772'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5772'THE STATION IS LOCATED APPROXIMATELY 6.3 MILES SOUTHEAST OF MT GILEAD EZ5772'AND 10.7 MILES NORTHWEST OF ELLERBE. EZ5772' EZ5772'TO REACH THE STATION FROM THE NC 73 BRIDGE OVER THE MAIN CHANNEL OF EZ5772'LITTLE RIVER, PRAOCEED WESTERLY ALONG NC 73 FOR 0.25 MILE TO SR 1155 EZ5772'ON LEFT AT LITTLES MILLS AND STATION IN SOUTHEAST QUADRANT OF EZ5772'INTERSECTION. EZ5772' EZ5772'STATION MARK IS A STANDARD DISK STAMPED---LITTLES 1977---SET IN THE EZ5772'TOP OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ5772'THE MARK IS 19.2 FEET SOUTH OF CENTERLINE OF NC 73, 88.6 FEET EAST EZ5772'OF CENTERLINE OF SR 1155, 90.7 FEET SOUTHEAST OF CENTERLINE EZ5772'INTERSECTION, 41.2 FEET (SLOPE) NORTH OF THE BASE OF A 24 INCH PINE EZ5772'WITH REFERENCE TAG AND 21.9 FEET WEST-NORTHWEST OF NC 73 SIGN POST EZ5772'WITH REFERENCE TAG. EZ5772 EZ5772 STATION RECOVERY (1993) EZ5772 EZ5772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5772'RECOVERED AS DESCRIBED. MARK IS RECESSED 6-INCHES BELOW GROUND AND IS EZ5772'ABOUT A FOOT LOWER THAN THE HIGHWAY. LOCATED 20.0 FT (6.1 M) SOUTH OF EZ5772'THE CENTERLINE OF NC 73, 22.5 FT (6.9 M) WEST OF A METAL HIGHWAY SIGN, EZ5772'87.2 FT (26.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1155 (SIDES EZ5772'ROAD), 86.0 FT (26.2 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF NC EZ5772'73 AND SR 1155, AND 123.3 FT (37.6 M) EAST OF A TELEPHONE POLE AND EZ5772'POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3667 *********************************************************************** EB3667 DESIGNATION - LOCH EB3667 PID - EB3667 EB3667 STATE/COUNTY- NC/RICHMOND EB3667 USGS QUAD - ROCKINGHAM (1982) EB3667 EB3667 *CURRENT SURVEY CONTROL EB3667 ___________________________________________________________________ EB3667* NAD 83(1986)- 34 52 58.20957(N) 079 48 54.29112(W) ADJUSTED EB3667* NAVD 88 - 80.91 (+/-2cm) 265.5 (feet) VERTCON EB3667 ___________________________________________________________________ EB3667 LAPLACE CORR- -3.72 (seconds) DEFLEC99 EB3667 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3667 EB3667 HORZ ORDER - SECOND EB3667 VERT ORDER - THIRD ? (See Below) EB3667 EB3667.The North Carolina HARNS have been completed but, EB3667.due to contractual restrictions, coordinates for these stations EB3667.will NOT be published in the near future. In the interim, the EB3667.published coordinates in North Carolina will not be EB3667.consistent with the Continuously Operating Reference Stations EB3667.(CORS). The HARN coordinates for these stations are available EB3667.upon request. Contact Gary Thompson(919-733-3836). EB3667. EB3667.In addition, the published North Carolina positions EB3667.(NAD 83 (1986)) are NOT consistent with those determined in EB3667.adjacent state readjustments. The discontinuity between stations EB3667.located in North Carolina and those in adjacent states EB3667.which have been adjusted to the HARN may be as much as 5 EB3667.decimeters. This will result in a significant loss of accuracy EB3667.over lines crossing such state borders. EB3667 EB3667 EB3667.The horizontal coordinates were established by classical geodetic methods EB3667.and adjusted by the National Geodetic Survey in March 1990. EB3667 EB3667.The NAVD 88 height was computed by applying the VERTCON shift value to EB3667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3667.The vertical order pertains to the NGVD 29 superseded value. EB3667 EB3667.The Laplace correction was computed from DEFLEC99 derived deflections. EB3667 EB3667.The geoid height was determined by GEOID03. EB3667 EB3667; North East Units Scale Factor Converg. EB3667;SPC NC - 125,971.854 535,096.870 MT 0.99989319 -0 28 13.6 EB3667;SPC NC - 413,292.66 1,755,563.65 sFT 0.99989319 -0 28 13.6 EB3667;UTM 17 - 3,860,690.546 608,282.421 MT 0.99974451 +0 40 39.8 EB3667 EB3667! - Elev Factor x Scale Factor = Combined Factor EB3667!SPC NC - 0.99999220 x 0.99989319 = 0.99988539 EB3667!UTM 17 - 0.99999220 x 0.99974451 = 0.99973671 EB3667 EB3667 SUPERSEDED SURVEY CONTROL EB3667 EB3667 NGVD 29 (03/28/90) 81.17 (m) 266.3 (f) LEVELING 3 EB3667 EB3667.Superseded values are not recommended for survey control. EB3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3667.See file dsdata.txt to determine how the superseded data were derived. EB3667 EB3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0828260691(NAD 83) EB3667_MARKER: DE = TRAVERSE STATION DISK EB3667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3667_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3667_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3667+STABILITY: SURFACE MOTION EB3667 EB3667 HISTORY - Date Condition Report By EB3667 HISTORY - 1977 MONUMENTED NCGS EB3667 EB3667 STATION DESCRIPTION EB3667 EB3667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3667'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTH OF CORDOVA AND EB3667'4.6 MILES SOUTHWEST OF ROCKINGHAM. EB3667' EB3667'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3667'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3667'SOUTHWEST ALONG US 1 FOR 3.55 MILES TO SR 1105 AND STATION ON LEFT IN EB3667'SOUTH QUADRANT OF INTERSECTION. EB3667' EB3667'STATION MARK IS A STANDARD DISK STAMPED---LOCH 1977---, SET IN THE TOP EB3667'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3667'MARK IS 23.9 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF US 1, 84.9 FEET EB3667'SOUTHWEST OF THE CENTERLINE OF US 1 WITH PROLONGATION OF CENTERLINE OF EB3667'SR 1105 FROM THE WEST, 56.6 FEET WEST-SOUTHWEST OF BASE OF EB3667'NORTHERNMOST --LOCH HAVEN GOLF COURSE-- METAL SIGN POST, 50.2 FEET EB3667'NORTH-NORTHWEST OF AN 8 INCH PINE WITH REFERENCE TAG AND 54.5 FEET EB3667'NORTHEAST OF A 10 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5773 *********************************************************************** EZ5773 DESIGNATION - LUKE EZ5773 PID - EZ5773 EZ5773 STATE/COUNTY- NC/RICHMOND EZ5773 USGS QUAD - NORMAN (1983) EZ5773 EZ5773 *CURRENT SURVEY CONTROL EZ5773 ___________________________________________________________________ EZ5773* NAD 83(1986)- 35 08 26.97173(N) 079 43 40.16505(W) ADJUSTED EZ5773* NAVD 88 - 179.3 (meters) 588. (feet) VERT ANG EZ5773 ___________________________________________________________________ EZ5773 LAPLACE CORR- -3.93 (seconds) DEFLEC99 EZ5773 GEOID HEIGHT- -30.98 (meters) GEOID03 EZ5773 EZ5773 HORZ ORDER - SECOND EZ5773 EZ5773.The North Carolina HARNS have been completed but, EZ5773.due to contractual restrictions, coordinates for these stations EZ5773.will NOT be published in the near future. In the interim, the EZ5773.published coordinates in North Carolina will not be EZ5773.consistent with the Continuously Operating Reference Stations EZ5773.(CORS). The HARN coordinates for these stations are available EZ5773.upon request. Contact Gary Thompson(919-733-3836). EZ5773. EZ5773.In addition, the published North Carolina positions EZ5773.(NAD 83 (1986)) are NOT consistent with those determined in EZ5773.adjacent state readjustments. The discontinuity between stations EZ5773.located in North Carolina and those in adjacent states EZ5773.which have been adjusted to the HARN may be as much as 5 EZ5773.decimeters. This will result in a significant loss of accuracy EZ5773.over lines crossing such state borders. EZ5773 EZ5773 EZ5773.The horizontal coordinates were established by classical geodetic methods EZ5773.and adjusted by the National Geodetic Survey in March 1990. EZ5773 EZ5773.The orthometric height was determined by vertical angle observations. EZ5773 EZ5773.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5773 EZ5773.The geoid height was determined by GEOID03. EZ5773 EZ5773; North East Units Scale Factor Converg. EZ5773;SPC NC - 154,527.287 543,282.488 MT 0.99987446 -0 25 12.3 EZ5773;SPC NC - 506,978.27 1,782,419.30 sFT 0.99987446 -0 25 12.3 EZ5773;UTM 17 - 3,889,400.889 615,892.198 MT 0.99976553 +0 43 56.4 EZ5773 EZ5773! - Elev Factor x Scale Factor = Combined Factor EZ5773!SPC NC - 0.99997672 x 0.99987446 = 0.99985118 EZ5773!UTM 17 - 0.99997672 x 0.99976553 = 0.99974226 EZ5773 EZ5773 SUPERSEDED SURVEY CONTROL EZ5773 EZ5773 NGVD 29 (03/28/90) 179.5 (m) 589. (f) VERT ANG EZ5773 EZ5773.Superseded values are not recommended for survey control. EZ5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5773.See file dsdata.txt to determine how the superseded data were derived. EZ5773 EZ5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1589289401(NAD 83) EZ5773_MARKER: DE = TRAVERSE STATION DISK EZ5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5773_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5773_STAMPING: LUKE 1977 EZ5773_MARK LOGO: NCGS EZ5773_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5773+STABILITY: SURFACE MOTION EZ5773 EZ5773 HISTORY - Date Condition Report By EZ5773 HISTORY - 1977 MONUMENTED NCGS EZ5773 HISTORY - 19930928 GOOD NCGS EZ5773 EZ5773 STATION DESCRIPTION EZ5773 EZ5773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5773'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE SOUTHWEST OF PLAINVIEW EZ5773'AND 5.1 MILES NORTH-NORTHEAST OF ELLERBE. EZ5773' EZ5773'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EZ5773'PLAINVIEW, PROCEED SOUTHWESTERLY ALONG US 220 AND NC 73 FOR 0.55 MILE EZ5773'TO STATION ON LEFT, ACROSS HIGHWAY FROM ST. LUKE CHURCH CEMETERY AND EZ5773'AT CORNER OF WOODS, APPROXIMATELY 100 YARDS EAST OF THE CHURCH. EZ5773' EZ5773'STATION MARK IS A STANDARD DISK STAMPED---LUKE 1977---, SET IN THE TOP EZ5773'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5773'MARK IS 30.9 FEET SOUTHEAST OF THE CENTERLINE OF US 220, 4.2 FEET EZ5773'NORTH-NORTHWEST OF A WOODEN SIGN POST WITH REFERENCE TAG, 18.4 FEET EZ5773'NORTH-NORTHEAST OF A 4 INCH OAK WITH REFERENCE TAG, 22.2 FEET NORTH OF EZ5773'A 6 INCH OAK WITH REFERENCE TAG AND 68.6 FEET SOUTH OF A POWER POLE EZ5773'6B26 WITH TRANSFORMER AND REFERENCE TAG. EZ5773 EZ5773 STATION RECOVERY (1993) EZ5773 EZ5773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5773'RECOVERED AS DESCRIBED. MARK IS LOCATED 78.0 FT (23.8 M) EZ5773'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL AMD 36.8 FT (11.2 M) NORTHWEST EZ5773'OF AN 8-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2889 *********************************************************************** EB2889 DESIGNATION - LYNN EB2889 PID - EB2889 EB2889 STATE/COUNTY- NC/RICHMOND EB2889 USGS QUAD - HAMLET (1982) EB2889 EB2889 *CURRENT SURVEY CONTROL EB2889 ___________________________________________________________________ EB2889* NAD 83(1986)- 34 55 16.53804(N) 079 41 25.69737(W) ADJUSTED EB2889* NAVD 88 - 118.8 (meters) 390. (feet) VERTCON EB2889 ___________________________________________________________________ EB2889 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EB2889 GEOID HEIGHT- -31.47 (meters) GEOID03 EB2889 EB2889 HORZ ORDER - SECOND EB2889 EB2889.The North Carolina HARNS have been completed but, EB2889.due to contractual restrictions, coordinates for these stations EB2889.will NOT be published in the near future. In the interim, the EB2889.published coordinates in North Carolina will not be EB2889.consistent with the Continuously Operating Reference Stations EB2889.(CORS). The HARN coordinates for these stations are available EB2889.upon request. Contact Gary Thompson(919-733-3836). EB2889. EB2889.In addition, the published North Carolina positions EB2889.(NAD 83 (1986)) are NOT consistent with those determined in EB2889.adjacent state readjustments. The discontinuity between stations EB2889.located in North Carolina and those in adjacent states EB2889.which have been adjusted to the HARN may be as much as 5 EB2889.decimeters. This will result in a significant loss of accuracy EB2889.over lines crossing such state borders. EB2889 EB2889 EB2889.The horizontal coordinates were established by classical geodetic methods EB2889.and adjusted by the National Geodetic Survey in July 1986. EB2889 EB2889.The NAVD 88 height was computed by applying the VERTCON shift value to EB2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2889 EB2889.The Laplace correction was computed from DEFLEC99 derived deflections. EB2889 EB2889.The geoid height was determined by GEOID03. EB2889 EB2889; North East Units Scale Factor Converg. EB2889;SPC NC - 130,147.689 546,516.524 MT 0.99988913 -0 23 54.7 EB2889;SPC NC - 426,992.88 1,793,029.63 sFT 0.99988913 -0 23 54.7 EB2889;UTM 17 - 3,865,093.798 619,614.620 MT 0.99977634 +0 44 59.0 EB2889 EB2889! - Elev Factor x Scale Factor = Combined Factor EB2889!SPC NC - 0.99998629 x 0.99988913 = 0.99987542 EB2889!UTM 17 - 0.99998629 x 0.99977634 = 0.99976263 EB2889 EB2889: Primary Azimuth Mark Grid Az EB2889:SPC NC - FORD 282 21 41.6 EB2889:UTM 17 - FORD 281 12 47.9 EB2889 EB2889|---------------------------------------------------------------------| EB2889| PID Reference Object Distance Geod. Az | EB2889| dddmmss.s | EB2889| EB2874 FORD 419.290 METERS 2815746.9 | EB2889|---------------------------------------------------------------------| EB2889 EB2889 SUPERSEDED SURVEY CONTROL EB2889 EB2889 NAD 27 - 34 55 15.97938(N) 079 41 26.49799(W) AD( ) 2 EB2889 NGVD 29 (07/19/86) 119.1 (m) 391. (f) VERT ANG EB2889 EB2889.Superseded values are not recommended for survey control. EB2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2889.See file dsdata.txt to determine how the superseded data were derived. EB2889 EB2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1961565094(NAD 83) EB2889_MARKER: DE = TRAVERSE STATION DISK EB2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2889_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2889_STAMPING: LYNN 1970 EB2889_MARK LOGO: NCGS EB2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2889+STABILITY: SURFACE MOTION EB2889 EB2889 HISTORY - Date Condition Report By EB2889 HISTORY - 1970 MONUMENTED NCGS EB2889 EB2889 STATION DESCRIPTION EB2889 EB2889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2889'LYNN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2889'VICINITY OF HAMLET, NORTH CAROLINA. EB2889' EB2889'LYNN IS LOCATED APPROXIMATELY 2.0 MILES NNE OF HAMLET. TO REACH EB2889'STATION PROCEED FROM THE INTERSECTION OF SR 1640 AND SR 1624 EB2889'APPROXIMATELY 2.0 MILES NORTH OF HAMLET, GO EAST ON SR 1624 FOR 0.6 EB2889'MILE TO STATION ON LEFT, ON TOP OF BANK, AND 1.2 MILES WEST OF EB2889'INTERSECTION OF SR 1624 AND NC 177. EB2889' EB2889'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LYNN EB2889'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2889'FLUSH WITH THE SURFACE OF THE GROUND. EB2889' EB2889'MARK IS EB2889' EB2889'31.2 FEET NNE OF C/L OF SR 1624. EB2889'100.9 FEET SE OF ALUMINUM REF. TAG ON 18 INCH PINE TREE WITH DOUBLE EB2889'TRUNK TOP, ON N SIDE OF SR 1624. EB2889'14.5 FEET SSW OF ALUMINUM REF. TAG ON 4 INCH PINE TREE ON N SIDE EB2889'OF SR 1624. EB2889'38.6 FEET W OF ALUMINUM REF. TAG ON 5 INCH PINE TREE ON N SIDE EB2889'OF SR 1624. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5774 *********************************************************************** EZ5774 DESIGNATION - MAC EZ5774 PID - EZ5774 EZ5774 STATE/COUNTY- NC/RICHMOND EZ5774 USGS QUAD - MILLSTONE LAKE (1984) EZ5774 EZ5774 *CURRENT SURVEY CONTROL EZ5774 ___________________________________________________________________ EZ5774* NAD 83(1986)- 35 07 29.84231(N) 079 44 28.71745(W) ADJUSTED EZ5774* NAVD 88 - 158.0 (meters) 518. (feet) VERTCON EZ5774 ___________________________________________________________________ EZ5774 LAPLACE CORR- -4.01 (seconds) DEFLEC99 EZ5774 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5774 EZ5774 HORZ ORDER - SECOND EZ5774 EZ5774.The North Carolina HARNS have been completed but, EZ5774.due to contractual restrictions, coordinates for these stations EZ5774.will NOT be published in the near future. In the interim, the EZ5774.published coordinates in North Carolina will not be EZ5774.consistent with the Continuously Operating Reference Stations EZ5774.(CORS). The HARN coordinates for these stations are available EZ5774.upon request. Contact Gary Thompson(919-733-3836). EZ5774. EZ5774.In addition, the published North Carolina positions EZ5774.(NAD 83 (1986)) are NOT consistent with those determined in EZ5774.adjacent state readjustments. The discontinuity between stations EZ5774.located in North Carolina and those in adjacent states EZ5774.which have been adjusted to the HARN may be as much as 5 EZ5774.decimeters. This will result in a significant loss of accuracy EZ5774.over lines crossing such state borders. EZ5774 EZ5774 EZ5774.The horizontal coordinates were established by classical geodetic methods EZ5774.and adjusted by the National Geodetic Survey in March 1990. EZ5774 EZ5774.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5774 EZ5774.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5774 EZ5774.The geoid height was determined by GEOID03. EZ5774 EZ5774; North East Units Scale Factor Converg. EZ5774;SPC NC - 152,776.064 542,040.460 MT 0.99987503 -0 25 40.3 EZ5774;SPC NC - 501,232.80 1,778,344.41 sFT 0.99987503 -0 25 40.3 EZ5774;UTM 17 - 3,887,625.240 614,685.772 MT 0.99976210 +0 43 27.4 EZ5774 EZ5774! - Elev Factor x Scale Factor = Combined Factor EZ5774!SPC NC - 0.99998006 x 0.99987503 = 0.99985509 EZ5774!UTM 17 - 0.99998006 x 0.99976210 = 0.99974217 EZ5774 EZ5774 SUPERSEDED SURVEY CONTROL EZ5774 EZ5774 NGVD 29 (03/28/90) 158.2 (m) 519. (f) VERT ANG EZ5774 EZ5774.Superseded values are not recommended for survey control. EZ5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5774.See file dsdata.txt to determine how the superseded data were derived. EZ5774 EZ5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1468687625(NAD 83) EZ5774_MARKER: DE = TRAVERSE STATION DISK EZ5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5774_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5774_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5774+STABILITY: SURFACE MOTION EZ5774 EZ5774 HISTORY - Date Condition Report By EZ5774 HISTORY - 1977 MONUMENTED NCGS EZ5774 EZ5774 STATION DESCRIPTION EZ5774 EZ5774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5774'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF PLAINVIEW EZ5774'AND 3.9 MILES NORTH-NORTHEAST OF ELLERBE. EZ5774' EZ5774'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EZ5774'PLAINVIEW, PROCEED SOUTHWEST ALONG US 220 AND NC 73 FOR 2.0 MILES TO EZ5774'PAVED DRIVEWAY TO BRICK RESIDENCE OF MARIE MCFAYDEN AND STATION ON EZ5774'LEFT AND 0.5 MILE NORTH OF SANDY LEVEL CHURCH. EZ5774' EZ5774'STATION MARK IS A STANDARD DISK STAMPED---MAC 1977---, SET IN THE TOP EZ5774'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5774'MARK IS 25.3 FEET SOUTHEAST OF THE CENTERLINE OF US 220, 14.0 FEET EZ5774'NORTH-NORTHEAST OF THE CENTERLINE OF DRIVEWAY, 5.7 FEET SOUTH OF THE EZ5774'NORTH END OF DRIVEWAY CULVERT, 36.7 FEET NORTH-NORTHEAST OF TELEPHONE EZ5774'PEDESTAL AND 65.6 FEET NORTH-NORTHWEST OF 16 INCH PINE WITH REFERENCE EZ5774'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3482 *********************************************************************** EZ3482 DESIGNATION - MACKALL EZ3482 PID - EZ3482 EZ3482 STATE/COUNTY- NC/RICHMOND EZ3482 USGS QUAD - PINEBLUFF (1982) EZ3482 EZ3482 *CURRENT SURVEY CONTROL EZ3482 ___________________________________________________________________ EZ3482* NAD 83(1986)- 35 03 14.52721(N) 079 29 17.81721(W) ADJUSTED EZ3482* NAVD 88 - 87.4 (meters) 287. (feet) VERTCON EZ3482 ___________________________________________________________________ EZ3482 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EZ3482 GEOID HEIGHT- -31.85 (meters) GEOID03 EZ3482 EZ3482 HORZ ORDER - SECOND EZ3482 EZ3482.The North Carolina HARNS have been completed but, EZ3482.due to contractual restrictions, coordinates for these stations EZ3482.will NOT be published in the near future. In the interim, the EZ3482.published coordinates in North Carolina will not be EZ3482.consistent with the Continuously Operating Reference Stations EZ3482.(CORS). The HARN coordinates for these stations are available EZ3482.upon request. Contact Gary Thompson(919-733-3836). EZ3482. EZ3482.In addition, the published North Carolina positions EZ3482.(NAD 83 (1986)) are NOT consistent with those determined in EZ3482.adjacent state readjustments. The discontinuity between stations EZ3482.located in North Carolina and those in adjacent states EZ3482.which have been adjusted to the HARN may be as much as 5 EZ3482.decimeters. This will result in a significant loss of accuracy EZ3482.over lines crossing such state borders. EZ3482 EZ3482 EZ3482.The horizontal coordinates were established by classical geodetic methods EZ3482.and adjusted by the National Geodetic Survey in July 1986. EZ3482 EZ3482.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3482 EZ3482.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3482 EZ3482.The geoid height was determined by GEOID03. EZ3482 EZ3482; North East Units Scale Factor Converg. EZ3482;SPC NC - 144,766.196 565,061.713 MT 0.99987851 -0 16 54.6 EZ3482;SPC NC - 474,953.76 1,853,873.30 sFT 0.99987851 -0 16 54.6 EZ3482;UTM 17 - 3,880,080.115 637,861.461 MT 0.99983424 +0 52 06.2 EZ3482 EZ3482! - Elev Factor x Scale Factor = Combined Factor EZ3482!SPC NC - 0.99999129 x 0.99987851 = 0.99986980 EZ3482!UTM 17 - 0.99999129 x 0.99983424 = 0.99982553 EZ3482 EZ3482: Primary Azimuth Mark Grid Az EZ3482:SPC NC - CAMP 289 26 53.0 EZ3482:UTM 17 - CAMP 288 17 52.2 EZ3482 EZ3482|---------------------------------------------------------------------| EZ3482| PID Reference Object Distance Geod. Az | EZ3482| dddmmss.s | EZ3482| EZ3479 ARMY 206.879 METERS 14950 | EZ3482| EZ3480 CAMP APPROX. 0.7 KM 2890958.4 | EZ3482|---------------------------------------------------------------------| EZ3482 EZ3482 SUPERSEDED SURVEY CONTROL EZ3482 EZ3482 NAD 27 - 35 03 13.96762(N) 079 29 18.66900(W) AD( ) 2 EZ3482 NGVD 29 (07/19/86) 87.6 (m) 287. (f) VERT ANG EZ3482 EZ3482.Superseded values are not recommended for survey control. EZ3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3482.See file dsdata.txt to determine how the superseded data were derived. EZ3482 EZ3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3786180080(NAD 83) EZ3482_MARKER: DE = TRAVERSE STATION DISK EZ3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3482_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ3482_STAMPING: MACKALL 1972 EZ3482_MARK LOGO: NCGS EZ3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3482+STABILITY: SURFACE MOTION EZ3482 EZ3482 HISTORY - Date Condition Report By EZ3482 HISTORY - 1972 MONUMENTED NCGS EZ3482 EZ3482 STATION DESCRIPTION EZ3482 EZ3482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ3482'MACKALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ3482'THE VICINITY OF HOFFMAN, NORTH CAROLINA. EZ3482' EZ3482'MACKALL IS LOCATED APPROXIMATELY 3.8 MILES ENE OF HOFFMAN AND 6.3 EZ3482'MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM THE CENTER OF EZ3482'US 1 BRIDGE OVER DROWNING CREEK, PROCEED SOUTH ALONG US 1 FOR 0.35 EZ3482'MILE TO THE ENTRANCE ROAD TO THE NORTH GATE OF CAMP MACKALL, EZ3482'THENCE SOUTHEAST ALONG ENTRANCE ROAD FOR 0.6 MILE TO STATION ON EZ3482'LEFT IN SHOULDER OF ROAD, 0.2 MILE WNW OF BRIDGE OVER SEABOARD EZ3482'COAST LINE RAILROAD. EZ3482' EZ3482'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MACKALL EZ3482'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ3482'INCHES BELOW THE GROUND. EZ3482' EZ3482'MARK IS EZ3482'17.5 FEET NE OF C/L OF PAVED ENTRANCE ROAD. EZ3482'20.5 FEET S OF 12 INCH PINE WITH ALUMINUM REF. TAG. EZ3482'24.5 FEET WNW OF 8 INCH GUM WITH ALUMINUM REF. TAG. EZ3482'60.4 FEET NW OF C/L OF NE END OF A 36 INCH CULVERT UNDER PAVED EZ3482'ROAD. 219.0 FEET NNW OF IRON GATE POST ON E SHOULDER OF ROAD NEAR EZ3482'BASE OF GRADE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5775 *********************************************************************** EZ5775 DESIGNATION - MANAGE EZ5775 PID - EZ5775 EZ5775 STATE/COUNTY- NC/RICHMOND EZ5775 USGS QUAD - HOFFMAN (1982) EZ5775 EZ5775 *CURRENT SURVEY CONTROL EZ5775 ___________________________________________________________________ EZ5775* NAD 83(1986)- 35 04 38.87744(N) 079 35 21.00106(W) ADJUSTED EZ5775* NAVD 88 - 103.386 (meters) 339.19 (feet) ADJUSTED EZ5775 ___________________________________________________________________ EZ5775 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EZ5775 GEOID HEIGHT- -31.50 (meters) GEOID03 EZ5775 DYNAMIC HT - 103.291 (meters) 338.88 (feet) COMP EZ5775 MODELED GRAV- 979,714.8 (mgal) NAVD 88 EZ5775 EZ5775 HORZ ORDER - SECOND EZ5775 VERT ORDER - SECOND CLASS II EZ5775 EZ5775.The North Carolina HARNS have been completed but, EZ5775.due to contractual restrictions, coordinates for these stations EZ5775.will NOT be published in the near future. In the interim, the EZ5775.published coordinates in North Carolina will not be EZ5775.consistent with the Continuously Operating Reference Stations EZ5775.(CORS). The HARN coordinates for these stations are available EZ5775.upon request. Contact Gary Thompson(919-733-3836). EZ5775. EZ5775.In addition, the published North Carolina positions EZ5775.(NAD 83 (1986)) are NOT consistent with those determined in EZ5775.adjacent state readjustments. The discontinuity between stations EZ5775.located in North Carolina and those in adjacent states EZ5775.which have been adjusted to the HARN may be as much as 5 EZ5775.decimeters. This will result in a significant loss of accuracy EZ5775.over lines crossing such state borders. EZ5775 EZ5775 EZ5775.The horizontal coordinates were established by classical geodetic methods EZ5775.and adjusted by the National Geodetic Survey in March 1990. EZ5775 EZ5775.The orthometric height was determined by differential leveling EZ5775.and adjusted by the National Geodetic Survey in August 2000. EZ5775 EZ5775.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5775 EZ5775.The geoid height was determined by GEOID03. EZ5775 EZ5775.The dynamic height is computed by dividing the NAVD 88 EZ5775.geopotential number by the normal gravity value computed on the EZ5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5775.degrees latitude (g = 980.6199 gals.). EZ5775 EZ5775.The modeled gravity was interpolated from observed gravity values. EZ5775 EZ5775; North East Units Scale Factor Converg. EZ5775;SPC NC - 147,415.207 555,874.898 MT 0.99987719 -0 20 24.2 EZ5775;SPC NC - 483,644.72 1,823,732.89 sFT 0.99987719 -0 20 24.2 EZ5775;UTM 17 - 3,882,543.975 628,623.851 MT 0.99980390 +0 48 39.2 EZ5775 EZ5775! - Elev Factor x Scale Factor = Combined Factor EZ5775!SPC NC - 0.99998872 x 0.99987719 = 0.99986591 EZ5775!UTM 17 - 0.99998872 x 0.99980390 = 0.99979262 EZ5775 EZ5775 SUPERSEDED SURVEY CONTROL EZ5775 EZ5775 NGVD 29 (03/28/90) 103.6 (m) 340. (f) VERT ANG EZ5775 EZ5775.Superseded values are not recommended for survey control. EZ5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5775.See file dsdata.txt to determine how the superseded data were derived. EZ5775 EZ5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2862482544(NAD 83) EZ5775_MARKER: DE = TRAVERSE STATION DISK EZ5775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5775_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5775_STAMPING: MANAGE 1977 EZ5775_MARK LOGO: NCGS EZ5775_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5775+STABILITY: SURFACE MOTION EZ5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5775+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5775 EZ5775 HISTORY - Date Condition Report By EZ5775 HISTORY - 1977 MONUMENTED NCGS EZ5775 HISTORY - 1985 GOOD USPSQD EZ5775 HISTORY - 19930721 GOOD NCGS EZ5775 HISTORY - 19960405 MARK NOT FOUND USPSQD EZ5775 HISTORY - 19980317 GOOD NCGS EZ5775 EZ5775 STATION DESCRIPTION EZ5775 EZ5775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5775'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5775'3.9 MILES NORTHWEST OF HOFFMAN. EZ5775' EZ5775'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5775'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5775'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5775'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 4.3 MILES TO STATION ON EZ5775'RIGHT, IN ROAD SHOULDER NEAR A 12 INCH HICKORY AND 0.45 MILE SOUTH OF EZ5775'T INTERSECTION WITH SR 1473 (EAST). EZ5775' EZ5775'STATION MARK IS A STANDARD DISK STAMPED---MANAGE 1977---, SET IN THE EZ5775'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND EZ5775'SURFACE. THE MARK IS 17.3 FEET EAST-SOUTHEAST OF THE CENTERLINE OF EZ5775'SR 1003 AND 8.5 FEET WEST OF A 12 INCH HICKORY, 14.8 FEET SOUTHWEST OF EZ5775'A 12 INCH OAK, 53.2 FEET NORTH-NORTHWEST OF AN 18 INCH PINE, 52.8 FEET EZ5775'EAST OF A 12 INCH OAK AND 61.0 FEET SOUTHEAST OF A 16 INCH PINE ALL EZ5775'WITH REFERENCE TAGS. EZ5775 EZ5775 STATION RECOVERY (1985) EZ5775 EZ5775'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5775'RECOVERED IN GOOD CONDITION. EZ5775 EZ5775 STATION RECOVERY (1993) EZ5775 EZ5775'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5775'RECOVERED AS DESCRIBED. EZ5775 EZ5775 STATION RECOVERY (1996) EZ5775 EZ5775'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5775'MARK NOT FOUND. EZ5775 EZ5775 STATION RECOVERY (1998) EZ5775 EZ5775'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5775'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. 12-INCH EZ5775'HICKORY IS NOW 15-INCHES, 12-INCH OAK IS NOW 16-INCHES, 18-INCH PINE EZ5775'IS NOW 24-INCHES AND 16-INCH PINE IS NOW 18-INCHES. MARK IS LOCATED EZ5775'142.8 FT (43.5 M) NORTH OF THE EAST END OF ROAD CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5776 *********************************************************************** EZ5776 DESIGNATION - MANGUM EZ5776 PID - EZ5776 EZ5776 STATE/COUNTY- NC/RICHMOND EZ5776 USGS QUAD - MOUNT GILEAD EAST (1994) EZ5776 EZ5776 *CURRENT SURVEY CONTROL EZ5776 ___________________________________________________________________ EZ5776* NAD 83(1986)- 35 09 26.49408(N) 079 56 37.95118(W) ADJUSTED EZ5776* NAVD 88 - 93.9 (meters) 308. (feet) VERT ANG EZ5776 ___________________________________________________________________ EZ5776 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EZ5776 GEOID HEIGHT- -30.61 (meters) GEOID03 EZ5776 EZ5776 HORZ ORDER - SECOND EZ5776 EZ5776.The North Carolina HARNS have been completed but, EZ5776.due to contractual restrictions, coordinates for these stations EZ5776.will NOT be published in the near future. In the interim, the EZ5776.published coordinates in North Carolina will not be EZ5776.consistent with the Continuously Operating Reference Stations EZ5776.(CORS). The HARN coordinates for these stations are available EZ5776.upon request. Contact Gary Thompson(919-733-3836). EZ5776. EZ5776.In addition, the published North Carolina positions EZ5776.(NAD 83 (1986)) are NOT consistent with those determined in EZ5776.adjacent state readjustments. The discontinuity between stations EZ5776.located in North Carolina and those in adjacent states EZ5776.which have been adjusted to the HARN may be as much as 5 EZ5776.decimeters. This will result in a significant loss of accuracy EZ5776.over lines crossing such state borders. EZ5776 EZ5776 EZ5776.The horizontal coordinates were established by classical geodetic methods EZ5776.and adjusted by the National Geodetic Survey in July 1998. EZ5776 EZ5776.The orthometric height was determined by vertical angle observations. EZ5776 EZ5776.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5776 EZ5776.The geoid height was determined by GEOID03. EZ5776 EZ5776; North East Units Scale Factor Converg. EZ5776;SPC NC - 156,527.066 523,613.986 MT 0.99987394 -0 32 41.2 EZ5776;SPC NC - 513,539.22 1,717,890.22 sFT 0.99987394 -0 32 41.2 EZ5776;UTM 17 - 3,891,004.377 596,190.112 MT 0.99971403 +0 36 29.5 EZ5776 EZ5776! - Elev Factor x Scale Factor = Combined Factor EZ5776!SPC NC - 0.99999007 x 0.99987394 = 0.99986401 EZ5776!UTM 17 - 0.99999007 x 0.99971403 = 0.99970410 EZ5776 EZ5776 SUPERSEDED SURVEY CONTROL EZ5776 EZ5776 NAD 83(1986)- 35 09 26.50837(N) 079 56 37.98148(W) AD( ) 2 EZ5776 NGVD 29 (03/28/90) 94.1 (m) 309. (f) VERT ANG EZ5776 EZ5776.Superseded values are not recommended for survey control. EZ5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5776.See file dsdata.txt to determine how the superseded data were derived. EZ5776 EZ5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9619091004(NAD 83) EZ5776_MARKER: DE = TRAVERSE STATION DISK EZ5776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5776_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5776_STAMPING: MANGUM 1977 EZ5776_MARK LOGO: NCGS EZ5776_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5776+STABILITY: SURFACE MOTION EZ5776 EZ5776 HISTORY - Date Condition Report By EZ5776 HISTORY - 1977 MONUMENTED NCGS EZ5776 HISTORY - 19930920 GOOD NCGS EZ5776 EZ5776 STATION DESCRIPTION EZ5776 EZ5776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5776'THE STATION IS LOCATED APPROXIMATELY 5.1 MILES SOUTHEAST OF MT GILEAD EZ5776'AND 11.9 MILES NORTHWEST OF ELLERBE. EZ5776' EZ5776'TO REACH THE STATION FROM THE NC 73 BRIDGE OVER THE MAIN CHANNEL OF EZ5776'LITTLE RIVER, PROCEED WESTERLY ALONG NC 73 FOR 1.6 MILES TO STATION ON EZ5776'LEFT, ON CREST OF SMALL HILL AND APPROXIMATELY 175 FEET NORTHWEST OF A EZ5776'TWO STORY WHITE FRAME HOUSE (EMPTY) AND 0.25 MILE SOUTHEAST OF THE EZ5776'MONTGOMERY COUNTY LINE. EZ5776' EZ5776'THE STATION MARK IS A STANDARD DISK STAMPED---MANGUM 1977---SET IN THE EZ5776'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5776'THE MARK IS 22.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF NC 73, 37.3 EZ5776'FEET NORTHWEST OF CENTERLINE OF DRIVEWAY TO HOUSE, 23.4 FEET NORTH OF EZ5776'TELEPHONE PEDESTAL M 97, 95.9 FEET WEST OF POWER POLE 6744 WITH EZ5776'TRANSFORMER AND REFERENCE TAG, 11.8 FEET NORTH-NORTHEAST OF 36 INCH EZ5776'OAK WITH REFERENCE TAG AND 121.8 FEET EAST OF 40 INCH OAK WITH EZ5776'REFERENCE TAG. EZ5776 EZ5776 STATION RECOVERY (1993) EZ5776 EZ5776'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5776'RECOVERED AS DESCRIBED. MARK IS LOCATED 23.7 FT (7.2 M) NORTH OF A EZ5776'PEDESTAL BESIDE A SERVICE POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3668 *********************************************************************** EB3668 DESIGNATION - MARKS EB3668 PID - EB3668 EB3668 STATE/COUNTY- NC/RICHMOND EB3668 USGS QUAD - MORVEN EAST (1983) EB3668 EB3668 *CURRENT SURVEY CONTROL EB3668 ___________________________________________________________________ EB3668* NAD 83(1986)- 34 48 52.21159(N) 079 53 32.16235(W) ADJUSTED EB3668* NAVD 88 - 55.3 (meters) 181. (feet) VERTCON EB3668 ___________________________________________________________________ EB3668 LAPLACE CORR- -2.83 (seconds) DEFLEC99 EB3668 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3668 EB3668 HORZ ORDER - SECOND EB3668 EB3668.The North Carolina HARNS have been completed but, EB3668.due to contractual restrictions, coordinates for these stations EB3668.will NOT be published in the near future. In the interim, the EB3668.published coordinates in North Carolina will not be EB3668.consistent with the Continuously Operating Reference Stations EB3668.(CORS). The HARN coordinates for these stations are available EB3668.upon request. Contact Gary Thompson(919-733-3836). EB3668. EB3668.In addition, the published North Carolina positions EB3668.(NAD 83 (1986)) are NOT consistent with those determined in EB3668.adjacent state readjustments. The discontinuity between stations EB3668.located in North Carolina and those in adjacent states EB3668.which have been adjusted to the HARN may be as much as 5 EB3668.decimeters. This will result in a significant loss of accuracy EB3668.over lines crossing such state borders. EB3668 EB3668 EB3668.The horizontal coordinates were established by classical geodetic methods EB3668.and adjusted by the National Geodetic Survey in March 1990. EB3668 EB3668.The NAVD 88 height was computed by applying the VERTCON shift value to EB3668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3668 EB3668.The Laplace correction was computed from DEFLEC99 derived deflections. EB3668 EB3668.The geoid height was determined by GEOID03. EB3668 EB3668; North East Units Scale Factor Converg. EB3668;SPC NC - 118,452.924 527,973.517 MT 0.99990153 -0 30 54.0 EB3668;SPC NC - 388,624.30 1,732,193.11 sFT 0.99990153 -0 30 54.0 EB3668;SPC SC - 331,160.429 710,947.952 MT 0.99999336 +0 36 50.9 EB3668;SPC SC - 1,086,484.35 2,332,506.40 iFT 0.99999336 +0 36 50.9 EB3668;UTM 17 - 3,853,031.673 601,312.241 MT 0.99972651 +0 37 56.9 EB3668 EB3668! - Elev Factor x Scale Factor = Combined Factor EB3668!SPC NC - 0.99999621 x 0.99990153 = 0.99989774 EB3668!SPC SC - 0.99999621 x 0.99999336 = 0.99998957 EB3668!UTM 17 - 0.99999621 x 0.99972651 = 0.99972272 EB3668 EB3668 SUPERSEDED SURVEY CONTROL EB3668 EB3668 NGVD 29 (03/28/90) 55.6 (m) 182. (f) VERT ANG EB3668 EB3668.Superseded values are not recommended for survey control. EB3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3668.See file dsdata.txt to determine how the superseded data were derived. EB3668 EB3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0131253032(NAD 83) EB3668_MARKER: DE = TRAVERSE STATION DISK EB3668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3668_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3668_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3668+STABILITY: SURFACE MOTION EB3668 EB3668 HISTORY - Date Condition Report By EB3668 HISTORY - 1977 MONUMENTED NCGS EB3668 EB3668 STATION DESCRIPTION EB3668 EB3668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3668'THE STATION IS LOCATED APPROXIMATELY 0.5 MILES NORTH OF THE NORTH EB3668'CAROLINA-SOUTH CAROLINA STATE LINE AND 11.1 MILES SOUTHWEST OF EB3668'ROCKINGHAM. EB3668' EB3668'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3668'ON US 1, PROCEED NORTH ALONG US 1 FOR 0.6 MILE TO STATION ON LEFT (6 EB3668'FEET BELOW ROAD SURFACE) APPROXIMATELY 400 FEET SOUTH OF BRIDGE OVER EB3668'MARKS CREEK AND AT THE SOUTH RUN OF THE BRANCH. EB3668' EB3668'STATION MARK IS A STANDARD DISK STAMPED---MARKS 1977---, SET IN THE EB3668'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND EB3668'SURFACE. THE MARK IS 52.0 FEET WEST OF THE CENTERLINE OF US 1, 32.6 EB3668'FEET NORTHWEST OF WEST END OF A CONCRETE CULVERT, 78.7 FEET EB3668'SOUTH-SOUTHWEST OF SOUTH END OF WEST HEADWALL OF BOX CULVERT, 47.0 EB3668'FEET SOUTH OF A 12 INCH GUM WITH REFERENCE TAG AND 31.4 FEET EB3668'EAST-NORTHEAST OF A 10 INCH GUM WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3669 *********************************************************************** EB3669 DESIGNATION - MARLBORO EB3669 PID - EB3669 EB3669 STATE/COUNTY- NC/RICHMOND EB3669 USGS QUAD - MORVEN EAST (1983) EB3669 EB3669 *CURRENT SURVEY CONTROL EB3669 ___________________________________________________________________ EB3669* NAD 83(1986)- 34 48 07.37679(N) 079 53 20.62987(W) ADJUSTED EB3669* NAVD 88 - 95.5 (meters) 313. (feet) VERT ANG EB3669 ___________________________________________________________________ EB3669 LAPLACE CORR- -3.01 (seconds) DEFLEC99 EB3669 GEOID HEIGHT- -31.22 (meters) GEOID03 EB3669 EB3669 HORZ ORDER - SECOND EB3669 EB3669.The North Carolina HARNS have been completed but, EB3669.due to contractual restrictions, coordinates for these stations EB3669.will NOT be published in the near future. In the interim, the EB3669.published coordinates in North Carolina will not be EB3669.consistent with the Continuously Operating Reference Stations EB3669.(CORS). The HARN coordinates for these stations are available EB3669.upon request. Contact Gary Thompson(919-733-3836). EB3669. EB3669.In addition, the published North Carolina positions EB3669.(NAD 83 (1986)) are NOT consistent with those determined in EB3669.adjacent state readjustments. The discontinuity between stations EB3669.located in North Carolina and those in adjacent states EB3669.which have been adjusted to the HARN may be as much as 5 EB3669.decimeters. This will result in a significant loss of accuracy EB3669.over lines crossing such state borders. EB3669 EB3669 EB3669.The horizontal coordinates were established by classical geodetic methods EB3669.and adjusted by the National Geodetic Survey in July 1998. EB3669 EB3669.The orthometric height was determined by vertical angle observations. EB3669 EB3669.The Laplace correction was computed from DEFLEC99 derived deflections. EB3669 EB3669.The geoid height was determined by GEOID03. EB3669 EB3669; North East Units Scale Factor Converg. EB3669;SPC NC - 117,068.862 528,254.201 MT 0.99990320 -0 30 47.3 EB3669;SPC NC - 384,083.42 1,733,113.99 sFT 0.99990320 -0 30 47.3 EB3669;SPC SC - 329,782.044 711,255.881 MT 0.99998903 +0 36 57.2 EB3669;SPC SC - 1,081,962.09 2,333,516.67 iFT 0.99998903 +0 36 57.2 EB3669;UTM 17 - 3,851,653.751 601,620.529 MT 0.99972728 +0 38 02.8 EB3669 EB3669! - Elev Factor x Scale Factor = Combined Factor EB3669!SPC NC - 0.99998991 x 0.99990320 = 0.99989311 EB3669!SPC SC - 0.99998991 x 0.99998903 = 0.99997894 EB3669!UTM 17 - 0.99998991 x 0.99972728 = 0.99971719 EB3669 EB3669 SUPERSEDED SURVEY CONTROL EB3669 EB3669 NAD 83(1986)- 34 48 07.38169(N) 079 53 20.63846(W) AD( ) 2 EB3669 NGVD 29 (03/28/90) 95.74 (m) 314.1 (f) LEVELING 3 EB3669 EB3669.Superseded values are not recommended for survey control. EB3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3669.See file dsdata.txt to determine how the superseded data were derived. EB3669 EB3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0162151654(NAD 83) EB3669_MARKER: DE = TRAVERSE STATION DISK EB3669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3669_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3669_STAMPING: MARLBORO 1977 EB3669_MARK LOGO: NCGS EB3669_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3669+STABILITY: SURFACE MOTION EB3669 EB3669 HISTORY - Date Condition Report By EB3669 HISTORY - 1977 MONUMENTED NCGS EB3669 HISTORY - 19930727 GOOD NCGS EB3669 EB3669 STATION DESCRIPTION EB3669 EB3669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3669'THE STATION IS LOCATED APPROXIMATELY 0.3 MILES SOUTH OF THE NORTH EB3669'CAROLINA-SOUTH CAROLINA STATE LINE AND 11.5 MILES SOUTHWEST OF EB3669'ROCKINGHAM, NORTH CAROLINA. EB3669' EB3669'TO REACH THE STATION FROM THE INTERSECTION OF US 1 WITH THE NORTH EB3669'CAROLINA-SOUTH CAROLINA STATE LINE, PROCEED SOUTH ALONG US 1 FOR 0.3 EB3669'MILES TO STATION ON LEFT ON 3 FOOT BANK, 0.1 MILE NORTH OF T EB3669'INTERSECTION ROAD LEADING WEST. EB3669' EB3669'STATION MARK IS A STANDARD DISK STAMPED---MARLBORO 1977---, SET IN THE EB3669'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES ABOVE THE GROUND EB3669'SURFACE. THE MARK IS 37.6 FEET EAST OF THE CENTERLINE OF US 1, 2.4 EB3669'FEET NORTH-NORTHWEST OF A METAL WITNESS SIGN POST, 27.0 FEET EB3669'SOUTHWEST OF A 10 INCH ASH WITH REFERENCE TAG AND 102.9 FEET EB3669'SOUTH-SOUTHEAST OF EASTERNMOST --WELCOME TO SOUTH CAROLINA-- SIGN EB3669'POST WITH REFERENCE TAG. EB3669 EB3669 STATION RECOVERY (1993) EB3669 EB3669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3669'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2828 *********************************************************************** EB2828 DESIGNATION - MARSTON EB2828 PID - EB2828 EB2828 STATE/COUNTY- NC/RICHMOND EB2828 USGS QUAD - MARSTON (1982) EB2828 EB2828 *CURRENT SURVEY CONTROL EB2828 ___________________________________________________________________ EB2828* NAD 83(1986)- 34 59 45.13400(N) 079 34 03.16197(W) ADJUSTED EB2828* NAVD 88 - 139. (meters) 456. (feet) SCALED EB2828 ___________________________________________________________________ EB2828 LAPLACE CORR- -4.60 (seconds) DEFLEC99 EB2828 GEOID HEIGHT- -31.73 (meters) GEOID03 EB2828 EB2828 HORZ ORDER - FIRST EB2828 EB2828.The North Carolina HARNS have been completed but, EB2828.due to contractual restrictions, coordinates for these stations EB2828.will NOT be published in the near future. In the interim, the EB2828.published coordinates in North Carolina will not be EB2828.consistent with the Continuously Operating Reference Stations EB2828.(CORS). The HARN coordinates for these stations are available EB2828.upon request. Contact Gary Thompson(919-733-3836). EB2828. EB2828.In addition, the published North Carolina positions EB2828.(NAD 83 (1986)) are NOT consistent with those determined in EB2828.adjacent state readjustments. The discontinuity between stations EB2828.located in North Carolina and those in adjacent states EB2828.which have been adjusted to the HARN may be as much as 5 EB2828.decimeters. This will result in a significant loss of accuracy EB2828.over lines crossing such state borders. EB2828 EB2828 EB2828.The horizontal coordinates were established by classical geodetic methods EB2828.and adjusted by the National Geodetic Survey in July 1986. EB2828 EB2828.The orthometric height was scaled from a topographic map. EB2828 EB2828.The Laplace correction was computed from DEFLEC99 derived deflections. EB2828 EB2828.The geoid height was determined by GEOID03. EB2828 EB2828; North East Units Scale Factor Converg. EB2828;SPC NC - 138,352.661 557,794.844 MT 0.99988251 -0 19 39.3 EB2828;SPC NC - 453,912.02 1,830,031.92 sFT 0.99988251 -0 19 39.3 EB2828;UTM 17 - 3,873,522.444 630,725.156 MT 0.99981062 +0 49 18.0 EB2828 EB2828! - Elev Factor x Scale Factor = Combined Factor EB2828!SPC NC - 0.99998320 x 0.99988251 = 0.99986571 EB2828!UTM 17 - 0.99998320 x 0.99981062 = 0.99979382 EB2828 EB2828: Primary Azimuth Mark Grid Az EB2828:SPC NC - COGNAC 235 29 21.1 EB2828:UTM 17 - COGNAC 234 20 23.8 EB2828 EB2828|---------------------------------------------------------------------| EB2828| PID Reference Object Distance Geod. Az | EB2828| dddmmss.s | EB2828| EB2827 COGNAC APPROX. 4.0 KM 2350941.8 | EB2828| EB3437 MARSTON RM 28.200 METERS 30530 | EB2828|---------------------------------------------------------------------| EB2828 EB2828 SUPERSEDED SURVEY CONTROL EB2828 EB2828 NAD 27 - 34 59 44.57858(N) 079 34 03.99571(W) AD( ) 1 EB2828 EB2828.Superseded values are not recommended for survey control. EB2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2828.See file dsdata.txt to determine how the superseded data were derived. EB2828 EB2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3072573522(NAD 83) EB2828_MARKER: DS = TRIANGULATION STATION DISK EB2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2828_MARK LOGO: CGS EB2828_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2828+STABILITY: SURFACE MOTION EB2828 EB2828 HISTORY - Date Condition Report By EB2828 HISTORY - 1918 MONUMENTED CGS EB2828 HISTORY - 1933 MARK NOT FOUND CGS EB2828 HISTORY - 1972 MARK NOT FOUND NGS EB2828 HISTORY - 19930927 SEE DESCRIPTION NCGS EB2828 EB2828 STATION DESCRIPTION EB2828 EB2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EB2828'ABOUT 120 YARDS SOUTHEAST OF MILEPOST 242 OF SEABOARD AIR LINE EB2828'RAILWAY, AT INTERSECTION OF TANGENTS TO EAST RAIL OF MAIN TRACK EB2828'AT FIRST CURVE NORTH OF MARSTON RAILWAY STATION, ABOUT 85 YARDS EB2828'EAST OF EAST RAIL OF MAIN TRACK, ABOUT 100 FEET NORTH OF CENTER EB2828'LINE OF DIRT ROAD, 83.5 FEET NORTH OF 8-INCH SYCAMORE TREE WHICH EB2828'IS SECOND TREE EAST OF TRACK ON NORTH SIDE OF ROAD, AND 101.8 EB2828'FEET WEST OF TELEPHONE POLE NO. 1720. SURFACE MARK WAS EB2828'STANDARD DISK STATION MARK IN CONCRETE. IT WAS NOT EB2828'RECOVERED IN 1933. UNDERGROUND MARK, RECOVERED IN 1933, IS EB2828'GLASS BOTTLE IN CONCRETE, ABOUT 18 INCHES BELOW EB2828'GROUND. (ORIGINAL DESCRIPTION GIVES COPPER BOLT IN CONCRETE). EB2828'REFERENCE MARK WAS STANDARD REFERENCE DISK IN EB2828'CONCRETE, ABOUT 55 METERS (180 FEET) EAST OF EAST EB2828'RAIL, AND 28.20 METERS (92.5 FEET) FROM STATION, BEARING N 54 DEG EB2828'30 MIN W. MARK WAS NOT RECOVERED IN 1933. AZIMUTH EB2828'MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE DISK IN EB2828'CONCRETE,IN LINE WITH ROW OF TELEPHONE POLES, 4 FEET EB2828'NORTH OF TELEPHONE POLE, 42.4 FEET EAST OF EAST RAIL OF MAIN EB2828'TRACK, 13 FEET WEST OF CENTER LINE OF DIRT ROAD ALONG TRACKS, EB2828'AND APPROXIMATELY 250 YARDS FROM STATION, BEARING S 54 DEG 23 EB2828'MIN W. STATION COGNAC (SEE DESCRIPTION AND GEOGRAPHIC EB2828'POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING S 55 DEG EB2828'10 MIN W. STATION COGNAC (SEE DESCRIPTION AND EB2828'GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING N 09 EB2828'DEG 36 MIN E. STATION BROADACRE (SEE DESCRIPTION EB2828'AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING EB2828'N 09 DEG 36 MIN E. EB2828 EB2828 STATION RECOVERY (1972) EB2828 EB2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JDB) EB2828'MARSTON STATION SEARCHED FOR, BUT NOT RECOVERED. EB2828 EB2828 STATION RECOVERY (1993) EB2828 EB2828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB2828'SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3438 *********************************************************************** EB3438 DESIGNATION - MARTIN RM 1 EB3438 PID - EB3438 EB3438 STATE/COUNTY- NC/RICHMOND EB3438 USGS QUAD - DIGGS (1982) EB3438 EB3438 *CURRENT SURVEY CONTROL EB3438 ___________________________________________________________________ EB3438* NAD 83(1986)- 34 51 47.54712(N) 079 47 11.36019(W) ADJUSTED EB3438* NAVD 88 - 106. (meters) 348. (feet) SCALED EB3438 ___________________________________________________________________ EB3438 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EB3438 GEOID HEIGHT- -31.30 (meters) GEOID03 EB3438 EB3438 HORZ ORDER - SECOND EB3438 EB3438.The North Carolina HARNS have been completed but, EB3438.due to contractual restrictions, coordinates for these stations EB3438.will NOT be published in the near future. In the interim, the EB3438.published coordinates in North Carolina will not be EB3438.consistent with the Continuously Operating Reference Stations EB3438.(CORS). The HARN coordinates for these stations are available EB3438.upon request. Contact Gary Thompson(919-733-3836). EB3438. EB3438.In addition, the published North Carolina positions EB3438.(NAD 83 (1986)) are NOT consistent with those determined in EB3438.adjacent state readjustments. The discontinuity between stations EB3438.located in North Carolina and those in adjacent states EB3438.which have been adjusted to the HARN may be as much as 5 EB3438.decimeters. This will result in a significant loss of accuracy EB3438.over lines crossing such state borders. EB3438 EB3438 EB3438.The horizontal coordinates were established by classical geodetic methods EB3438.and adjusted by the National Geodetic Survey in July 1998. EB3438 EB3438.The orthometric height was scaled from a topographic map. EB3438 EB3438.The Laplace correction was computed from DEFLEC99 derived deflections. EB3438 EB3438.The geoid height was determined by GEOID03. EB3438 EB3438; North East Units Scale Factor Converg. EB3438;SPC NC - 123,773.523 537,693.076 MT 0.99989544 -0 27 14.2 EB3438;SPC NC - 406,080.30 1,764,081.37 sFT 0.99989544 -0 27 14.2 EB3438;UTM 17 - 3,858,544.982 610,921.759 MT 0.99975164 +0 41 37.5 EB3438 EB3438! - Elev Factor x Scale Factor = Combined Factor EB3438!SPC NC - 0.99998823 x 0.99989544 = 0.99988368 EB3438!UTM 17 - 0.99998823 x 0.99975164 = 0.99973988 EB3438 EB3438 SUPERSEDED SURVEY CONTROL EB3438 EB3438.No superseded survey control is available for this station. EB3438 EB3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1092258545(NAD 83) EB3438_MARKER: DR = REFERENCE MARK DISK EB3438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3438_STAMPING: MARTIN NO 1 1933 EB3438_MARK LOGO: CGS EB3438_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3438+STABILITY: SURFACE MOTION EB3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3438+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997 EB3438 EB3438 HISTORY - Date Condition Report By EB3438 HISTORY - 1933 MONUMENTED CGS EB3438 HISTORY - 19970806 GOOD NCGS EB3438 EB3438 STATION DESCRIPTION EB3438 EB3438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) EB3438'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF HAMLET AND 5.8 EB3438'MI (9.3 KM) SOUTH OF ROCKINGHAM. PROCEED ALONG NC 177 FOR 1.6 MI (2.6 EB3438'KM) SOUTHWEST FROM US 74 (IN HAMLET), THENCE SOUTHWEST FOR 3.0 MI (4.8 EB3438'KM) ALONG SR 1900 (BATTLEY DAIRY ROAD), THENCE WEST FOR 0.5 MI (0.8 EB3438'KM) ALONG SR 2001 (LOCH HAVEN ROAD), TO STATION ON THE NORTH SIDE OF EB3438'THE ROAD. MARK IS ABOUT 4-FEET HIGHER THAN SR 2001 AND PROJECTS 4 EB3438'INCHES ABOVE GROUND. LOCATED 33.0 FT (10.1 M) SOUTH OF THE CENTERLINE EB3438'OF SR 2001, 100.9 FT (30.8 M) SOUTH OF THE CENTER OF 2 PEDESTALS, EB3438'81.65 FT (24.89 M) EAST OF CGS--MARTIN--AND 26.7 FT (8.1 M) EB3438'NORTH-NORTHEAST OF A 12-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3440 *********************************************************************** EB3440 DESIGNATION - MARTIN RM 3 EB3440 PID - EB3440 EB3440 STATE/COUNTY- NC/RICHMOND EB3440 USGS QUAD - DIGGS (1982) EB3440 EB3440 *CURRENT SURVEY CONTROL EB3440 ___________________________________________________________________ EB3440* NAD 83(1986)- 34 51 48.07103(N) 079 47 12.45629(W) ADJUSTED EB3440* NAVD 88 - 106. (meters) 348. (feet) SCALED EB3440 ___________________________________________________________________ EB3440 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EB3440 GEOID HEIGHT- -31.30 (meters) GEOID03 EB3440 EB3440 HORZ ORDER - SECOND EB3440 EB3440.The North Carolina HARNS have been completed but, EB3440.due to contractual restrictions, coordinates for these stations EB3440.will NOT be published in the near future. In the interim, the EB3440.published coordinates in North Carolina will not be EB3440.consistent with the Continuously Operating Reference Stations EB3440.(CORS). The HARN coordinates for these stations are available EB3440.upon request. Contact Gary Thompson(919-733-3836). EB3440. EB3440.In addition, the published North Carolina positions EB3440.(NAD 83 (1986)) are NOT consistent with those determined in EB3440.adjacent state readjustments. The discontinuity between stations EB3440.located in North Carolina and those in adjacent states EB3440.which have been adjusted to the HARN may be as much as 5 EB3440.decimeters. This will result in a significant loss of accuracy EB3440.over lines crossing such state borders. EB3440 EB3440 EB3440.The horizontal coordinates were established by classical geodetic methods EB3440.and adjusted by the National Geodetic Survey in July 1998. EB3440 EB3440.The orthometric height was scaled from a topographic map. EB3440 EB3440.The Laplace correction was computed from DEFLEC99 derived deflections. EB3440 EB3440.The geoid height was determined by GEOID03. EB3440 EB3440; North East Units Scale Factor Converg. EB3440;SPC NC - 123,789.886 537,665.367 MT 0.99989543 -0 27 14.8 EB3440;SPC NC - 406,133.98 1,763,990.46 sFT 0.99989543 -0 27 14.8 EB3440;UTM 17 - 3,858,560.785 610,893.732 MT 0.99975156 +0 41 36.8 EB3440 EB3440! - Elev Factor x Scale Factor = Combined Factor EB3440!SPC NC - 0.99998823 x 0.99989543 = 0.99988367 EB3440!UTM 17 - 0.99998823 x 0.99975156 = 0.99973980 EB3440 EB3440 SUPERSEDED SURVEY CONTROL EB3440 EB3440.No superseded survey control is available for this station. EB3440 EB3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1089458561(NAD 83) EB3440_MARKER: DR = REFERENCE MARK DISK EB3440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3440_STAMPING: MARTIN NO 3 1933 EB3440_MARK LOGO: CGS EB3440_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB3440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3440+STABILITY: SURFACE MOTION EB3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3440+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997 EB3440 EB3440 HISTORY - Date Condition Report By EB3440 HISTORY - 1933 MONUMENTED CGS EB3440 HISTORY - 19970806 GOOD NCGS EB3440 EB3440 STATION DESCRIPTION EB3440 EB3440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) EB3440'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF HAMLET AND 5.8 EB3440'MI (9.3 KM) SOUTH OF ROCKINGHAM. PROCEED ALONG NC 177 FOR 1.6 MI (2.6 EB3440'KM) SOUTHWEST FROM US 74 (IN HAMLET), THENCE SOUTHWEST FOR 3.0 MI (4.8 EB3440'KM) ALONG SR 1900 (BATTLEY DAIRY ROAD), THENCE WEST FOR 0.5 MI (0.8 EB3440'KM) ALONG SR 2001 (LOCH HAVEN ROAD), TO STATION ON THE SOUTH SIDE OF EB3440'THE ROAD. MARK IS ABOUT 4-FEET HIGHER THAN SR 2001 AND PROJECTS 4 EB3440'INCHES ABOVE GROUND. LOCATED 34.0 FT (10.4 M) NORTH OF THE CENTERLINE EB3440'OF SR 2001, 5.6 FT (1.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF EB3440'A 1-STORY FRAME HOUSE, 47.7 FT (14.5 M) NORTH OF THE CENTER OF 2 EB3440'PEDESTALS, 71.1 FT (21.7 M) NORTH OF CGS--MARTIN--AND 13.4 FT (4.1 M) EB3440'SOUTH-SOUTHEAST OF AN 8-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2963 *********************************************************************** EB2963 DESIGNATION - MATTHEWS EB2963 PID - EB2963 EB2963 STATE/COUNTY- NC/RICHMOND EB2963 USGS QUAD - ROCKINGHAM (1982) EB2963 EB2963 *CURRENT SURVEY CONTROL EB2963 ___________________________________________________________________ EB2963* NAD 83(1986)- 34 53 54.08793(N) 079 47 14.93063(W) ADJUSTED EB2963* NAVD 88 - 106.2 (meters) 348. (feet) VERTCON EB2963 ___________________________________________________________________ EB2963 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EB2963 GEOID HEIGHT- -31.21 (meters) GEOID03 EB2963 EB2963 HORZ ORDER - SECOND EB2963 EB2963.The North Carolina HARNS have been completed but, EB2963.due to contractual restrictions, coordinates for these stations EB2963.will NOT be published in the near future. In the interim, the EB2963.published coordinates in North Carolina will not be EB2963.consistent with the Continuously Operating Reference Stations EB2963.(CORS). The HARN coordinates for these stations are available EB2963.upon request. Contact Gary Thompson(919-733-3836). EB2963. EB2963.In addition, the published North Carolina positions EB2963.(NAD 83 (1986)) are NOT consistent with those determined in EB2963.adjacent state readjustments. The discontinuity between stations EB2963.located in North Carolina and those in adjacent states EB2963.which have been adjusted to the HARN may be as much as 5 EB2963.decimeters. This will result in a significant loss of accuracy EB2963.over lines crossing such state borders. EB2963 EB2963 EB2963.The horizontal coordinates were established by classical geodetic methods EB2963.and adjusted by the National Geodetic Survey in July 1986. EB2963 EB2963.The NAVD 88 height was computed by applying the VERTCON shift value to EB2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2963 EB2963.The Laplace correction was computed from DEFLEC99 derived deflections. EB2963 EB2963.The geoid height was determined by GEOID03. EB2963 EB2963; North East Units Scale Factor Converg. EB2963;SPC NC - 127,673.213 537,633.329 MT 0.99989150 -0 27 16.2 EB2963;SPC NC - 418,874.53 1,763,885.35 sFT 0.99989150 -0 27 16.2 EB2963;UTM 17 - 3,862,442.139 610,783.915 MT 0.99975126 +0 41 37.6 EB2963 EB2963! - Elev Factor x Scale Factor = Combined Factor EB2963!SPC NC - 0.99998822 x 0.99989150 = 0.99987973 EB2963!UTM 17 - 0.99998822 x 0.99975126 = 0.99973949 EB2963 EB2963: Primary Azimuth Mark Grid Az EB2963:SPC NC - LANE 280 49 56.9 EB2963:UTM 17 - LANE 279 41 03.1 EB2963 EB2963|---------------------------------------------------------------------| EB2963| PID Reference Object Distance Geod. Az | EB2963| dddmmss.s | EB2963| EB2970 MCLENDON 366.927 METERS 10501 | EB2963| EB2959 LANE APPROX. 0.6 KM 2802240.7 | EB2963|---------------------------------------------------------------------| EB2963 EB2963 SUPERSEDED SURVEY CONTROL EB2963 EB2963 NAD 27 - 34 53 53.52400(N) 079 47 15.73062(W) AD( ) 2 EB2963 NGVD 29 (07/19/86) 106.5 (m) 349. (f) VERT ANG EB2963 EB2963.Superseded values are not recommended for survey control. EB2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2963.See file dsdata.txt to determine how the superseded data were derived. EB2963 EB2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1078462442(NAD 83) EB2963_MARKER: DE = TRAVERSE STATION DISK EB2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2963_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2963_STAMPING: MATTHEWS 1970 EB2963_MARK LOGO: NCGS EB2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2963+STABILITY: SURFACE MOTION EB2963 EB2963 HISTORY - Date Condition Report By EB2963 HISTORY - 1970 MONUMENTED NCGS EB2963 EB2963 STATION DESCRIPTION EB2963 EB2963'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2963'MATTHEWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2963'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2963' EB2963'MATTHEWS IS LOCATED APPROXIMATELY 2.9 MILES SSW OF ROCKINGHAM AND 2.5 EB2963'MILES ESE OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2963'INTERSECTION OF SR 1108 AND SR 1971 IN THE MIZBE SECTION OF EB2963'ROCKINGHAM NEAR THE CHAPEL JR. HIGHSCHOOL, GO WEST ON SR 1108 FOR EB2963'0.15 MILE TO STATION ON LEFT, NEAR NORTHEAST CORNER OF CULTIVATED EB2963'FIELD, AND 0.8 MILE EAST OF INTERSECTION OF SR 1108 AND US 1. EB2963' EB2963'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2963'MATTHEWS 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2963'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2963' EB2963'MARK IS EB2963' EB2963'28.9 FEET SSW OF C/L OF SR 1108. EB2963'7.1 FEET NNW OF ALUMINUM REF. TAG ON PP. EB2963'76.3 FEET SW OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EB2963'52.7 FEET SW OF ALUMINUM REF. TAG ON SW CORNER FENCE POST. EB2963'84.4 FEET SE OF ALUMINUM REF. TAG ON POST FOR SCHOOL SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5778 *********************************************************************** EZ5778 DESIGNATION - MAY EZ5778 PID - EZ5778 EZ5778 STATE/COUNTY- NC/RICHMOND EZ5778 USGS QUAD - NORMAN (1983) EZ5778 EZ5778 *CURRENT SURVEY CONTROL EZ5778 ___________________________________________________________________ EZ5778* NAD 83(1986)- 35 08 04.16919(N) 079 44 12.32631(W) ADJUSTED EZ5778* NAVD 88 - 173.6 (meters) 570. (feet) VERTCON EZ5778 ___________________________________________________________________ EZ5778 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EZ5778 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5778 EZ5778 HORZ ORDER - SECOND EZ5778 EZ5778.The North Carolina HARNS have been completed but, EZ5778.due to contractual restrictions, coordinates for these stations EZ5778.will NOT be published in the near future. In the interim, the EZ5778.published coordinates in North Carolina will not be EZ5778.consistent with the Continuously Operating Reference Stations EZ5778.(CORS). The HARN coordinates for these stations are available EZ5778.upon request. Contact Gary Thompson(919-733-3836). EZ5778. EZ5778.In addition, the published North Carolina positions EZ5778.(NAD 83 (1986)) are NOT consistent with those determined in EZ5778.adjacent state readjustments. The discontinuity between stations EZ5778.located in North Carolina and those in adjacent states EZ5778.which have been adjusted to the HARN may be as much as 5 EZ5778.decimeters. This will result in a significant loss of accuracy EZ5778.over lines crossing such state borders. EZ5778 EZ5778 EZ5778.The horizontal coordinates were established by classical geodetic methods EZ5778.and adjusted by the National Geodetic Survey in March 1990. EZ5778 EZ5778.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5778 EZ5778.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5778 EZ5778.The geoid height was determined by GEOID03. EZ5778 EZ5778; North East Units Scale Factor Converg. EZ5778;SPC NC - 153,830.681 542,463.258 MT 0.99987468 -0 25 30.8 EZ5778;SPC NC - 504,692.83 1,779,731.54 sFT 0.99987468 -0 25 30.8 EZ5778;UTM 17 - 3,888,688.027 615,087.232 MT 0.99976323 +0 43 37.5 EZ5778 EZ5778! - Elev Factor x Scale Factor = Combined Factor EZ5778!SPC NC - 0.99997761 x 0.99987468 = 0.99985229 EZ5778!UTM 17 - 0.99997761 x 0.99976323 = 0.99974084 EZ5778 EZ5778 SUPERSEDED SURVEY CONTROL EZ5778 EZ5778 NGVD 29 (03/28/90) 173.9 (m) 571. (f) VERT ANG EZ5778 EZ5778.Superseded values are not recommended for survey control. EZ5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5778.See file dsdata.txt to determine how the superseded data were derived. EZ5778 EZ5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1508788688(NAD 83) EZ5778_MARKER: DE = TRAVERSE STATION DISK EZ5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5778_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5778_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5778+STABILITY: SURFACE MOTION EZ5778 EZ5778 HISTORY - Date Condition Report By EZ5778 HISTORY - 1977 MONUMENTED NCGS EZ5778 EZ5778 STATION DESCRIPTION EZ5778 EZ5778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5778'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTHWEST OF PLAINVIEW EZ5778'AND 4.6 MILES NORTH-NORTHEAST OF ELLERBE. EZ5778' EZ5778'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EZ5778'PLAINVIEW, PROCEED SOUTHWEST ALONG US 220 AND NC 73 FOR 1.25 MILES TO EZ5778'STATION ON LEFT AT DRIVE TO AN ABANDONED FRAME HOUSE AND 0.25 MILE EZ5778'SOUTH-SOUTHWEST OF SR 1326 INTERSECTION. EZ5778' EZ5778'STATION MARK IS A STANDARD DISK STAMPED---MAY 1977---, SET IN THE TOP EZ5778'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5778'MARK IS 68.7 FEET EAST-SOUTHEAST OF THE CENTERLINE OF US 220, 6.8 FEET EZ5778'SOUTH-SOUTHWEST OF THE CENTERLINE OF DIRT DRIVE, 47.0 FEET EZ5778'SOUTH-SOUTHEAST OF SUPPORT POST FOR TELEPHONE PEDESTAL WITH REFERENCE EZ5778'TAG, 98.0 FEET WEST-NORTHWEST OF AN 8 INCH MAPLE WITH REFERENCE TAG EZ5778'AND 127.9 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND EZ5778'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3023 *********************************************************************** EB3023 DESIGNATION - MCCAIN EB3023 PID - EB3023 EB3023 STATE/COUNTY- NC/RICHMOND EB3023 USGS QUAD - DIGGS (1982) EB3023 EB3023 *CURRENT SURVEY CONTROL EB3023 ___________________________________________________________________ EB3023* NAD 83(1986)- 34 52 04.88707(N) 079 46 48.80815(W) ADJUSTED EB3023* NAVD 88 - 103.974 (meters) 341.12 (feet) ADJUSTED EB3023 ___________________________________________________________________ EB3023 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EB3023 GEOID HEIGHT- -31.31 (meters) GEOID03 EB3023 DYNAMIC HT - 103.879 (meters) 340.81 (feet) COMP EB3023 MODELED GRAV- 979,719.2 (mgal) NAVD 88 EB3023 EB3023 HORZ ORDER - SECOND EB3023 VERT ORDER - SECOND CLASS II EB3023 EB3023.The North Carolina HARNS have been completed but, EB3023.due to contractual restrictions, coordinates for these stations EB3023.will NOT be published in the near future. In the interim, the EB3023.published coordinates in North Carolina will not be EB3023.consistent with the Continuously Operating Reference Stations EB3023.(CORS). The HARN coordinates for these stations are available EB3023.upon request. Contact Gary Thompson(919-733-3836). EB3023. EB3023.In addition, the published North Carolina positions EB3023.(NAD 83 (1986)) are NOT consistent with those determined in EB3023.adjacent state readjustments. The discontinuity between stations EB3023.located in North Carolina and those in adjacent states EB3023.which have been adjusted to the HARN may be as much as 5 EB3023.decimeters. This will result in a significant loss of accuracy EB3023.over lines crossing such state borders. EB3023 EB3023 EB3023.The horizontal coordinates were established by classical geodetic methods EB3023.and adjusted by the National Geodetic Survey in July 1986. EB3023 EB3023.The orthometric height was determined by differential leveling EB3023.and adjusted by the National Geodetic Survey in August 2000. EB3023.No vertical observational check was made to the station. EB3023 EB3023.The Laplace correction was computed from DEFLEC99 derived deflections. EB3023 EB3023.The geoid height was determined by GEOID03. EB3023 EB3023.The dynamic height is computed by dividing the NAVD 88 EB3023.geopotential number by the normal gravity value computed on the EB3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3023.degrees latitude (g = 980.6199 gals.). EB3023 EB3023.The modeled gravity was interpolated from observed gravity values. EB3023 EB3023; North East Units Scale Factor Converg. EB3023;SPC NC - 124,303.281 538,270.018 MT 0.99989488 -0 27 01.2 EB3023;SPC NC - 407,818.35 1,765,974.22 sFT 0.99989488 -0 27 01.2 EB3023;SPC SC - 337,212.955 721,128.370 MT 1.00001252 +0 40 34.5 EB3023;SPC SC - 1,106,341.72 2,365,906.73 iFT 1.00001252 +0 40 34.5 EB3023;UTM 17 - 3,859,086.113 611,487.894 MT 0.99975319 +0 41 50.7 EB3023 EB3023! - Elev Factor x Scale Factor = Combined Factor EB3023!SPC NC - 0.99998859 x 0.99989488 = 0.99988347 EB3023!SPC SC - 0.99998859 x 1.00001252 = 1.00000111 EB3023!UTM 17 - 0.99998859 x 0.99975319 = 0.99974179 EB3023 EB3023: Primary Azimuth Mark Grid Az EB3023:SPC NC - HARRINGTON 299 30 44.0 EB3023:SPC SC - HARRINGTON 298 23 08.3 EB3023:UTM 17 - HARRINGTON 298 21 52.1 EB3023 EB3023|---------------------------------------------------------------------| EB3023| PID Reference Object Distance Geod. Az | EB3023| dddmmss.s | EB3023| EB3025 CUMMIN 432.699 METERS 1490742.7 | EB3023| EB3026 HARRINGTON 470.965 METERS 2990342.8 | EB3023|---------------------------------------------------------------------| EB3023 EB3023 SUPERSEDED SURVEY CONTROL EB3023 EB3023 NAD 27 - 34 52 04.31956(N) 079 46 49.60775(W) AD( ) 2 EB3023 NGVD 29 (07/19/86) 104.2 (m) 342. (f) VERT ANG EB3023 EB3023.Superseded values are not recommended for survey control. EB3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3023.See file dsdata.txt to determine how the superseded data were derived. EB3023 EB3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1148859086(NAD 83) EB3023_MARKER: DE = TRAVERSE STATION DISK EB3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3023_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3023_STAMPING: MCCAIN 1970 EB3023_MARK LOGO: NCGS EB3023_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3023+STABILITY: SURFACE MOTION EB3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3023+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998 EB3023 EB3023 HISTORY - Date Condition Report By EB3023 HISTORY - 1970 MONUMENTED NCGS EB3023 HISTORY - 19980310 GOOD NCGS EB3023 EB3023 STATION DESCRIPTION EB3023 EB3023'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB3023'MCCAIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB3023'THE VICINITY OF HAMLET, NORTH CAROLINA. EB3023' EB3023'MCCAIN IS LOCATED APPROXIMATELY 4.9 MILES WSW OF HAMLET AND 4.9 EB3023'MILES SOUTH OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE Y EB3023'INTERSECTION OF NC 177 AND SR 1900 NEAR THE SOUTHWEST EDGE OF EB3023'HAMLET. GO SOUTHWEST ON SR 1900 FOR 2.95 MILES TO INTERSECTION OF EB3023'SR 1900 AND SR 1994. TURN RIGHT ON SR 1994 AND PROCEED 0.85 MILE TO EB3023'CROSS ROAD, SR 2001 WEST, SR 1105 NORTHWEST, AND SR 1994 EB3023'SOUTHWEST. TURN RIGHT ON SR 1105 AND PROCEED 0.3 MILE TO STATION EB3023'ON RIGHT, APPROXIMATELY 100 FEET SOUTHWEST OF DRIVEWAY TO HOME EB3023'OF MR. MCCAIN, AND 1.8 MILES EAST OF INTERSECTION OF SR 1105 AND EB3023'SR 1971. EB3023' EB3023'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB3023'MCCAIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB3023'IS FLUSH WITH THE SURFACE OF THE GROUND. EB3023' EB3023'MARK IS EB3023' EB3023'18.7 FEET NE OF C/L OF SR 1105. EB3023'23.8 FEET SW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EB3023'26.9 FEET SSW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EB3023'32.4 FEET W OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EB3023'53.1 FEET S OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EB3023'63.0 FEET NE OF 36 INCH SYCAMORE TREE. EB3023 EB3023 STATION RECOVERY (1998) EB3023 EB3023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB3023'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. CORRECT EB3023'READING--PROCEED 0.3-MILE TO STATION--TO--PROCEED 0.25 MI (0.40 KM) TO EB3023'STATION (AND HOUSE NUMBER 700). LINE TO HARRINGTON (NCGS) IS BLOCKED. EB3023'MONUMENT APPEARS STABLE, YET SOME CONCRETE HAS BEEN BROKEN. ALL PINES EB3023'EXCEPT THE PINE 23.8-FEET AWAY ARE GONE. MARK IS 99.8 FT (30.4 M) EB3023'SOUTH-SOUTHEAST OF THE SOUTH END OF DRIVEWAY CULVERT ACROSS ROAD--AND EB3023'24.4 FT (7.4 M) SOUTH-SOUTHWEST OF A 7-INCH PINE, 74.5 FT (22.7 M) EB3023'SOUTHEAST OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS, AND 95.2 FT EB3023'(29.0 M) NORTHWEST OF A POWER POLE WITH TRANSFORMER AND WITH REFERENCE EB3023'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2867 *********************************************************************** EB2867 DESIGNATION - MCDONALD EB2867 PID - EB2867 EB2867 STATE/COUNTY- NC/RICHMOND EB2867 USGS QUAD - HAMLET (1982) EB2867 EB2867 *CURRENT SURVEY CONTROL EB2867 ___________________________________________________________________ EB2867* NAD 83(1986)- 34 57 17.53626(N) 079 42 45.86380(W) ADJUSTED EB2867* NAVD 88 - 107.5 (meters) 353. (feet) VERTCON EB2867 ___________________________________________________________________ EB2867 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EB2867 GEOID HEIGHT- -31.34 (meters) GEOID03 EB2867 EB2867 HORZ ORDER - SECOND EB2867 EB2867.The North Carolina HARNS have been completed but, EB2867.due to contractual restrictions, coordinates for these stations EB2867.will NOT be published in the near future. In the interim, the EB2867.published coordinates in North Carolina will not be EB2867.consistent with the Continuously Operating Reference Stations EB2867.(CORS). The HARN coordinates for these stations are available EB2867.upon request. Contact Gary Thompson(919-733-3836). EB2867. EB2867.In addition, the published North Carolina positions EB2867.(NAD 83 (1986)) are NOT consistent with those determined in EB2867.adjacent state readjustments. The discontinuity between stations EB2867.located in North Carolina and those in adjacent states EB2867.which have been adjusted to the HARN may be as much as 5 EB2867.decimeters. This will result in a significant loss of accuracy EB2867.over lines crossing such state borders. EB2867 EB2867 EB2867.The horizontal coordinates were established by classical geodetic methods EB2867.and adjusted by the National Geodetic Survey in July 1986. EB2867 EB2867.The NAVD 88 height was computed by applying the VERTCON shift value to EB2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2867 EB2867.The Laplace correction was computed from DEFLEC99 derived deflections. EB2867 EB2867.The geoid height was determined by GEOID03. EB2867 EB2867; North East Units Scale Factor Converg. EB2867;SPC NC - 133,890.296 544,508.777 MT 0.99988594 -0 24 40.9 EB2867;SPC NC - 439,271.75 1,786,442.55 sFT 0.99988594 -0 24 40.9 EB2867;UTM 17 - 3,868,794.983 617,532.491 MT 0.99977025 +0 44 15.3 EB2867 EB2867! - Elev Factor x Scale Factor = Combined Factor EB2867!SPC NC - 0.99998804 x 0.99988594 = 0.99987398 EB2867!UTM 17 - 0.99998804 x 0.99977025 = 0.99975829 EB2867 EB2867: Primary Azimuth Mark Grid Az EB2867:SPC NC - BENNETT 261 41 49.9 EB2867:UTM 17 - BENNETT 260 32 53.7 EB2867 EB2867|---------------------------------------------------------------------| EB2867| PID Reference Object Distance Geod. Az | EB2867| dddmmss.s | EB2867| EB2878 BENNETT APPROX. 1.5 KM 2611709.0 | EB2867|---------------------------------------------------------------------| EB2867 EB2867 SUPERSEDED SURVEY CONTROL EB2867 EB2867 NAD 27 - 34 57 16.98103(N) 079 42 46.66502(W) AD( ) 2 EB2867 NGVD 29 (07/19/86) 107.8 (m) 354. (f) VERT ANG EB2867 EB2867.Superseded values are not recommended for survey control. EB2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2867.See file dsdata.txt to determine how the superseded data were derived. EB2867 EB2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1753268795(NAD 83) EB2867_MARKER: DE = TRAVERSE STATION DISK EB2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2867_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2867_STAMPING: MCDONALD 1970 EB2867_MARK LOGO: NCGS EB2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2867+STABILITY: SURFACE MOTION EB2867 EB2867 HISTORY - Date Condition Report By EB2867 HISTORY - 1970 MONUMENTED NCGS EB2867 EB2867 STATION DESCRIPTION EB2867 EB2867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2867'MCDONALD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2867'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2867' EB2867'MCDONALD IS LOCATED APPROXIMATELY 3.4 MILES ENE OF ROCKINGHAM. TO EB2867'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 (FAYETTEVILLE EB2867'RD.) AND ST 1646 ON THE EAST SIDE OF ROCKINGHAM, GO EAST ON US 1 FOR EB2867'1.85 MILES TO INTERSECTION OF US 1 AND SR 1504, CONTINUE EAST ON US EB2867'1 FOR 0.7 MILE TO STATION ON RIGHT, IN NORTHEAST CORNER OF YARD EB2867'OWNED BY MR. MCDONALD, AND 0.55 MILE WEST OF US 1 AND SR 1442 EB2867'NORTH AND SR 1640 SOUTH. EB2867' EB2867'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2867'MCDONALD 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2867'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2867' EB2867'MARK IS EB2867' EB2867'72.4 FEET SSE OF C/L OF US 1. EB2867'24.1 FEET S OF ALUMINUM REF. TAG ON PP. EB2867'43.1 FEET S OF TELEPHONE JUNCTION BOX. EB2867'104.9 FEET SE OF ALUMINUM REF. TAG ON PP 982. EB2867'28.9 FEET ENE OF NE CORNER OF PORCH. EB2867'64.7 FEET NNE OF SE CORNER OF BLOCK HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5779 *********************************************************************** EZ5779 DESIGNATION - MCFAYDEN EZ5779 PID - EZ5779 EZ5779 STATE/COUNTY- NC/RICHMOND EZ5779 USGS QUAD - NORMAN (1983) EZ5779 EZ5779 *CURRENT SURVEY CONTROL EZ5779 ___________________________________________________________________ EZ5779* NAD 83(1986)- 35 07 51.68665(N) 079 44 19.42147(W) ADJUSTED EZ5779* NAVD 88 - 168.7 (meters) 553. (feet) VERTCON EZ5779 ___________________________________________________________________ EZ5779 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EZ5779 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5779 EZ5779 HORZ ORDER - SECOND EZ5779 EZ5779.The North Carolina HARNS have been completed but, EZ5779.due to contractual restrictions, coordinates for these stations EZ5779.will NOT be published in the near future. In the interim, the EZ5779.published coordinates in North Carolina will not be EZ5779.consistent with the Continuously Operating Reference Stations EZ5779.(CORS). The HARN coordinates for these stations are available EZ5779.upon request. Contact Gary Thompson(919-733-3836). EZ5779. EZ5779.In addition, the published North Carolina positions EZ5779.(NAD 83 (1986)) are NOT consistent with those determined in EZ5779.adjacent state readjustments. The discontinuity between stations EZ5779.located in North Carolina and those in adjacent states EZ5779.which have been adjusted to the HARN may be as much as 5 EZ5779.decimeters. This will result in a significant loss of accuracy EZ5779.over lines crossing such state borders. EZ5779 EZ5779 EZ5779.The horizontal coordinates were established by classical geodetic methods EZ5779.and adjusted by the National Geodetic Survey in March 1990. EZ5779 EZ5779.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5779 EZ5779.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5779 EZ5779.The geoid height was determined by GEOID03. EZ5779 EZ5779; North East Units Scale Factor Converg. EZ5779;SPC NC - 153,447.394 542,280.800 MT 0.99987480 -0 25 34.9 EZ5779;SPC NC - 503,435.33 1,779,132.92 sFT 0.99987480 -0 25 34.9 EZ5779;UTM 17 - 3,888,301.192 614,912.538 MT 0.99976274 +0 43 33.2 EZ5779 EZ5779! - Elev Factor x Scale Factor = Combined Factor EZ5779!SPC NC - 0.99997838 x 0.99987480 = 0.99985318 EZ5779!UTM 17 - 0.99997838 x 0.99976274 = 0.99974113 EZ5779 EZ5779 SUPERSEDED SURVEY CONTROL EZ5779 EZ5779 NGVD 29 (03/28/90) 168.9 (m) 554. (f) VERT ANG EZ5779 EZ5779.Superseded values are not recommended for survey control. EZ5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5779.See file dsdata.txt to determine how the superseded data were derived. EZ5779 EZ5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1491388301(NAD 83) EZ5779_MARKER: DE = TRAVERSE STATION DISK EZ5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5779_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5779_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5779+STABILITY: SURFACE MOTION EZ5779 EZ5779 HISTORY - Date Condition Report By EZ5779 HISTORY - 1977 MONUMENTED NCGS EZ5779 EZ5779 STATION DESCRIPTION EZ5779 EZ5779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5779'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF PLAINVIEW EZ5779'AND 4.3 MILES NORTH-NORTHEAST OF ELLERBE. EZ5779' EZ5779'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EZ5779'PLAINVIEW, PROCEED SOUTHWEST ALONG US 220 AND NC 73 FOR 1.5 MILES TO EZ5779'STATION ON RIGHT AT H. F. MCFAYDENS PRODUCE SHED, ACROSS ROAD FROM EZ5779'DIRT DRIVE ENTRANCE AND 0.8 MILE NORTH OF SANDY LEVEL CHURCH. EZ5779' EZ5779'STATION MARK IS A STANDARD DISK STAMPED---MCFAYDEN 1977---, SET IN THE EZ5779'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5779'THE MARK IS 40.1 FEET WEST-NORTHWEST OF THE CENTERLINE OF US 220, 11.4 EZ5779'FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF PRODUCE SHED, 17.3 FEET EZ5779'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF PRODUCE SHED AND 14.9 FEET EZ5779'EAST OF A 24 INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5780 *********************************************************************** EZ5780 DESIGNATION - MCINTYRE EZ5780 PID - EZ5780 EZ5780 STATE/COUNTY- NC/RICHMOND EZ5780 USGS QUAD - HARRISVILLE (1994) EZ5780 EZ5780 *CURRENT SURVEY CONTROL EZ5780 ___________________________________________________________________ EZ5780* NAD 83(1986)- 35 09 04.59397(N) 079 49 16.35644(W) ADJUSTED EZ5780* NAVD 88 - 168.7 (meters) 553. (feet) VERTCON EZ5780 ___________________________________________________________________ EZ5780 LAPLACE CORR- -2.68 (seconds) DEFLEC99 EZ5780 GEOID HEIGHT- -30.75 (meters) GEOID03 EZ5780 EZ5780 HORZ ORDER - SECOND EZ5780 EZ5780.The North Carolina HARNS have been completed but, EZ5780.due to contractual restrictions, coordinates for these stations EZ5780.will NOT be published in the near future. In the interim, the EZ5780.published coordinates in North Carolina will not be EZ5780.consistent with the Continuously Operating Reference Stations EZ5780.(CORS). The HARN coordinates for these stations are available EZ5780.upon request. Contact Gary Thompson(919-733-3836). EZ5780. EZ5780.In addition, the published North Carolina positions EZ5780.(NAD 83 (1986)) are NOT consistent with those determined in EZ5780.adjacent state readjustments. The discontinuity between stations EZ5780.located in North Carolina and those in adjacent states EZ5780.which have been adjusted to the HARN may be as much as 5 EZ5780.decimeters. This will result in a significant loss of accuracy EZ5780.over lines crossing such state borders. EZ5780 EZ5780 EZ5780.The horizontal coordinates were established by classical geodetic methods EZ5780.and adjusted by the National Geodetic Survey in March 1990. EZ5780 EZ5780.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5780 EZ5780.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5780 EZ5780.The geoid height was determined by GEOID03. EZ5780 EZ5780; North East Units Scale Factor Converg. EZ5780;SPC NC - 155,752.918 534,782.955 MT 0.99987412 -0 28 26.3 EZ5780;SPC NC - 510,999.37 1,754,533.74 sFT 0.99987412 -0 28 26.3 EZ5780;UTM 17 - 3,890,455.179 607,370.760 MT 0.99974208 +0 40 43.5 EZ5780 EZ5780! - Elev Factor x Scale Factor = Combined Factor EZ5780!SPC NC - 0.99997834 x 0.99987412 = 0.99985247 EZ5780!UTM 17 - 0.99997834 x 0.99974208 = 0.99972043 EZ5780 EZ5780 SUPERSEDED SURVEY CONTROL EZ5780 EZ5780 NGVD 29 (03/28/90) 169.0 (m) 554. (f) VERT ANG EZ5780 EZ5780.Superseded values are not recommended for survey control. EZ5780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5780.See file dsdata.txt to determine how the superseded data were derived. EZ5780 EZ5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0737190455(NAD 83) EZ5780_MARKER: DE = TRAVERSE STATION DISK EZ5780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5780_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5780_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5780+STABILITY: SURFACE MOTION EZ5780 EZ5780 HISTORY - Date Condition Report By EZ5780 HISTORY - 1977 MONUMENTED NCGS EZ5780 EZ5780 STATION DESCRIPTION EZ5780 EZ5780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5780'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES EAST-SOUTHEAST OF EXWAY EZ5780'AND 5.7 MILES WEST OF NORMAN. EZ5780' EZ5780'TO REACH THE STATION FROM THE INTERSECTION OF SR 1321 (WILLIE MCINNIS EZ5780'ROAD) AND US 220 IN NORMAN, PROCEED WESTERLY ALONG SR 1321 FOR 6.0 EZ5780'MILES TO T INTERSECTION WITH SR 1322 AND A DRIVEWAY ACROSS EZ5780'INTERSECTION, THENCE WEST ALONG DRIVEWAY FOR 0.1 MILE TO STATION ON EZ5780'RIGHT, NEAR THE SOUTHWEST CORNER OF THE M. MCINTYRE RESIDENCE. EZ5780' EZ5780'STATION MARK IS A STANDARD DISK STAMPED---MCINTYRE 1977---, SET IN THE EZ5780'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5780'THE MARK IS 8.3 FEET EAST-NORTHEAST OF THE CENTERLINE OF DRIVEWAY, EZ5780'37.4 FEET WEST OF THE SOUTHWEST CORNER OF RESIDENCE, 83.9 FEET EZ5780'SOUTHEAST OF THE SOUTH CORNER OF BRICK WELL HOUSE, 54.1 FEET EZ5780'NORTH-NORTHEAST OF POWER SERVICE POLE WITH LIGHT AND REFERENCE TAG AND EZ5780'10.0 FEET WEST-SOUTHWEST OF 4 INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2970 *********************************************************************** EB2970 DESIGNATION - MCLENDON EB2970 PID - EB2970 EB2970 STATE/COUNTY- NC/RICHMOND EB2970 USGS QUAD - ROCKINGHAM (1982) EB2970 EB2970 *CURRENT SURVEY CONTROL EB2970 ___________________________________________________________________ EB2970* NAD 83(1986)- 34 53 51.00116(N) 079 47 00.97267(W) ADJUSTED EB2970* NAVD 88 - 106.6 (meters) 350. (feet) VERTCON EB2970 ___________________________________________________________________ EB2970 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EB2970 GEOID HEIGHT- -31.23 (meters) GEOID03 EB2970 EB2970 HORZ ORDER - SECOND EB2970 EB2970.The North Carolina HARNS have been completed but, EB2970.due to contractual restrictions, coordinates for these stations EB2970.will NOT be published in the near future. In the interim, the EB2970.published coordinates in North Carolina will not be EB2970.consistent with the Continuously Operating Reference Stations EB2970.(CORS). The HARN coordinates for these stations are available EB2970.upon request. Contact Gary Thompson(919-733-3836). EB2970. EB2970.In addition, the published North Carolina positions EB2970.(NAD 83 (1986)) are NOT consistent with those determined in EB2970.adjacent state readjustments. The discontinuity between stations EB2970.located in North Carolina and those in adjacent states EB2970.which have been adjusted to the HARN may be as much as 5 EB2970.decimeters. This will result in a significant loss of accuracy EB2970.over lines crossing such state borders. EB2970 EB2970 EB2970.The horizontal coordinates were established by classical geodetic methods EB2970.and adjusted by the National Geodetic Survey in July 1986. EB2970 EB2970.The NAVD 88 height was computed by applying the VERTCON shift value to EB2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2970 EB2970.The Laplace correction was computed from DEFLEC99 derived deflections. EB2970 EB2970.The geoid height was determined by GEOID03. EB2970 EB2970; North East Units Scale Factor Converg. EB2970;SPC NC - 127,575.299 537,986.909 MT 0.99989159 -0 27 08.2 EB2970;SPC NC - 418,553.29 1,765,045.38 sFT 0.99989159 -0 27 08.2 EB2970;UTM 17 - 3,862,351.343 611,139.337 MT 0.99975223 +0 41 45.5 EB2970 EB2970! - Elev Factor x Scale Factor = Combined Factor EB2970!SPC NC - 0.99998816 x 0.99989159 = 0.99987975 EB2970!UTM 17 - 0.99998816 x 0.99975223 = 0.99974040 EB2970 EB2970|---------------------------------------------------------------------| EB2970| PID Reference Object Distance Geod. Az | EB2970| dddmmss.s | EB2970| EB2963 MATTHEWS 366.927 METERS 28502 | EB2970|---------------------------------------------------------------------| EB2970 EB2970 SUPERSEDED SURVEY CONTROL EB2970 EB2970 NAD 27 - 34 53 50.43679(N) 079 47 01.77317(W) AD( ) 2 EB2970 NGVD 29 (07/19/86) 106.9 (m) 351. (f) VERT ANG EB2970 EB2970.Superseded values are not recommended for survey control. EB2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2970.See file dsdata.txt to determine how the superseded data were derived. EB2970 EB2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1113962351(NAD 83) EB2970_MARKER: DE = TRAVERSE STATION DISK EB2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2970_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2970_STAMPING: MCLENDON 1970 EB2970_MARK LOGO: NCGS EB2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2970+STABILITY: SURFACE MOTION EB2970 EB2970 HISTORY - Date Condition Report By EB2970 HISTORY - 1970 MONUMENTED NCGS EB2970 EB2970 STATION DESCRIPTION EB2970 EB2970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2970'MCLENDON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2970'THE VICINITY OF HAMLET, N. C. EB2970' EB2970'MCLENDON IS LOCATED APPROXIMATELY 2.8 MILES SSW OF ROCKINGHAM AND EB2970'4.6 MILES WEST OF HAMLET. TO REACH STATION PROCEED FROM THE EB2970'INTERSECTION OF SR 1108 AND SR 1971 IN THE MIZBE SECTION OF EB2970'ROCKINGHAM NEAR THE CHAPEL JR. HIGH SCHOOL, GO EAST ON SR 1108 FOR EB2970'0.1 MILE TO STATION ON LEFT, IN YARD OWNED BY MR. MCLENDON, EB2970'APPROXIMATELY 150 FEET EAST OF SR 2016, AND APPROXIMATELY 300 FEET EB2970'NORTHEAST OF CHAPEL JR. HIGH SCHOOL. EB2970' EB2970'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2970'MCLENDON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2970'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2970' EB2970'MARK IS EB2970' EB2970'32.9 FEET N OF C/L OF SR 1108. EB2970'14.5 FEET NNE OF ALUMINUM REF. TAG ON POST OF INTERSECTION SIGN. EB2970'76.8 FEET NNW OF ALUMINUM REF. TAG ON STOP SIGN POST. EB2970'187.4 FEET NW OF ALUMINUM REF. TAG ON PP 5T32. EB2970'172.6 FEET E OF ALUMINUM REF. TAG ON PP 5T31. EB2970'65.3 FEET ESE OF C/L OF DIRT DRIVE TO FRAME HOUSE. EB2970'78.4 FEET OF SE CORNER OF WHITE FRAME HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5781 *********************************************************************** EZ5781 DESIGNATION - MCNAIR EZ5781 PID - EZ5781 EZ5781 STATE/COUNTY- NC/RICHMOND EZ5781 USGS QUAD - ELLERBE (1982) EZ5781 EZ5781 *CURRENT SURVEY CONTROL EZ5781 ___________________________________________________________________ EZ5781* NAD 83(1986)- 35 05 01.67365(N) 079 45 47.44052(W) ADJUSTED EZ5781* NAVD 88 - 157.4 (meters) 516. (feet) VERTCON EZ5781 ___________________________________________________________________ EZ5781 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EZ5781 GEOID HEIGHT- -30.99 (meters) GEOID03 EZ5781 EZ5781 HORZ ORDER - SECOND EZ5781 EZ5781.The North Carolina HARNS have been completed but, EZ5781.due to contractual restrictions, coordinates for these stations EZ5781.will NOT be published in the near future. In the interim, the EZ5781.published coordinates in North Carolina will not be EZ5781.consistent with the Continuously Operating Reference Stations EZ5781.(CORS). The HARN coordinates for these stations are available EZ5781.upon request. Contact Gary Thompson(919-733-3836). EZ5781. EZ5781.In addition, the published North Carolina positions EZ5781.(NAD 83 (1986)) are NOT consistent with those determined in EZ5781.adjacent state readjustments. The discontinuity between stations EZ5781.located in North Carolina and those in adjacent states EZ5781.which have been adjusted to the HARN may be as much as 5 EZ5781.decimeters. This will result in a significant loss of accuracy EZ5781.over lines crossing such state borders. EZ5781 EZ5781 EZ5781.The horizontal coordinates were established by classical geodetic methods EZ5781.and adjusted by the National Geodetic Survey in March 1990. EZ5781 EZ5781.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5781 EZ5781.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5781 EZ5781.The geoid height was determined by GEOID03. EZ5781 EZ5781; North East Units Scale Factor Converg. EZ5781;SPC NC - 148,225.701 540,012.461 MT 0.99987687 -0 26 25.7 EZ5781;SPC NC - 486,303.82 1,771,690.88 sFT 0.99987687 -0 26 25.7 EZ5781;UTM 17 - 3,883,035.566 612,749.876 MT 0.99975667 +0 42 39.5 EZ5781 EZ5781! - Elev Factor x Scale Factor = Combined Factor EZ5781!SPC NC - 0.99998015 x 0.99987687 = 0.99985702 EZ5781!UTM 17 - 0.99998015 x 0.99975667 = 0.99973683 EZ5781 EZ5781 SUPERSEDED SURVEY CONTROL EZ5781 EZ5781 NGVD 29 (03/28/90) 157.7 (m) 517. (f) VERT ANG EZ5781 EZ5781.Superseded values are not recommended for survey control. EZ5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5781.See file dsdata.txt to determine how the superseded data were derived. EZ5781 EZ5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1275083036(NAD 83) EZ5781_MARKER: DE = TRAVERSE STATION DISK EZ5781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5781_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5781_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5781+STABILITY: SURFACE MOTION EZ5781 EZ5781 HISTORY - Date Condition Report By EZ5781 HISTORY - 1977 MONUMENTED NCGS EZ5781 EZ5781 STATION DESCRIPTION EZ5781 EZ5781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5781'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE NORTH OF ELLERBE. EZ5781' EZ5781'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH EZ5781'OF ELLERBE, PROCEED SOUTH ALONG US 220 FOR 0.35 MILE TO STATION ON EZ5781'RIGHT, IN YARD OF MCNAIR RESIDENCE ON PROLONGATION OF NORTH SIDE OF EZ5781'HOUSE, 0.25 MILE NORTH OF SR 1313. EZ5781' EZ5781'STATION MARK IS A STANDARD DISK STAMPED---MCNAIR 1977---, SET IN THE EZ5781'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5781'THE MARK IS 23.1 FEET WEST-NORTHWEST OF THE CENTERLINE OF US 220, 35.8 EZ5781'FEET NORTH-NORTHEAST OF A 24 INCH WATER OAK WITH REFERENCE TAG, 34.9 EZ5781'FEET EAST OF A 12 INCH WHITE PINE WITH REFERENCE TAG, 50.2 FEET EAST EZ5781'OF NORTHEAST CORNER OF HOUSE AND 44.0 FEET SOUTH OF POWER POLE 237 EZ5781'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5782 *********************************************************************** EZ5782 DESIGNATION - MECHAM EZ5782 PID - EZ5782 EZ5782 STATE/COUNTY- NC/RICHMOND EZ5782 USGS QUAD - ELLERBE (1982) EZ5782 EZ5782 *CURRENT SURVEY CONTROL EZ5782 ___________________________________________________________________ EZ5782* NAD 83(1986)- 35 04 24.95540(N) 079 45 32.73646(W) ADJUSTED EZ5782* NAVD 88 - 166.8 (meters) 547. (feet) VERTCON EZ5782 ___________________________________________________________________ EZ5782 LAPLACE CORR- -4.38 (seconds) DEFLEC99 EZ5782 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ5782 EZ5782 HORZ ORDER - SECOND EZ5782 EZ5782.The North Carolina HARNS have been completed but, EZ5782.due to contractual restrictions, coordinates for these stations EZ5782.will NOT be published in the near future. In the interim, the EZ5782.published coordinates in North Carolina will not be EZ5782.consistent with the Continuously Operating Reference Stations EZ5782.(CORS). The HARN coordinates for these stations are available EZ5782.upon request. Contact Gary Thompson(919-733-3836). EZ5782. EZ5782.In addition, the published North Carolina positions EZ5782.(NAD 83 (1986)) are NOT consistent with those determined in EZ5782.adjacent state readjustments. The discontinuity between stations EZ5782.located in North Carolina and those in adjacent states EZ5782.which have been adjusted to the HARN may be as much as 5 EZ5782.decimeters. This will result in a significant loss of accuracy EZ5782.over lines crossing such state borders. EZ5782 EZ5782 EZ5782.The horizontal coordinates were established by classical geodetic methods EZ5782.and adjusted by the National Geodetic Survey in March 1990. EZ5782 EZ5782.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5782 EZ5782.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5782 EZ5782.The geoid height was determined by GEOID03. EZ5782 EZ5782; North East Units Scale Factor Converg. EZ5782;SPC NC - 147,091.462 540,376.235 MT 0.99987740 -0 26 17.3 EZ5782;SPC NC - 482,582.57 1,772,884.36 sFT 0.99987740 -0 26 17.3 EZ5782;UTM 17 - 3,881,909.002 613,136.321 MT 0.99975775 +0 42 47.3 EZ5782 EZ5782! - Elev Factor x Scale Factor = Combined Factor EZ5782!SPC NC - 0.99997868 x 0.99987740 = 0.99985608 EZ5782!UTM 17 - 0.99997868 x 0.99975775 = 0.99973643 EZ5782 EZ5782 SUPERSEDED SURVEY CONTROL EZ5782 EZ5782 NGVD 29 (03/28/90) 167.1 (m) 548. (f) VERT ANG EZ5782 EZ5782.Superseded values are not recommended for survey control. EZ5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5782.See file dsdata.txt to determine how the superseded data were derived. EZ5782 EZ5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1313681909(NAD 83) EZ5782_MARKER: DE = TRAVERSE STATION DISK EZ5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5782_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5782_STAMPING: MECHAM 1977 EZ5782_MARK LOGO: NCGS EZ5782_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5782+STABILITY: SURFACE MOTION EZ5782 EZ5782 HISTORY - Date Condition Report By EZ5782 HISTORY - 1977 MONUMENTED NCGS EZ5782 HISTORY - 19930928 GOOD NCGS EZ5782 EZ5782 STATION DESCRIPTION EZ5782 EZ5782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5782'THE STATION IS LOCATED IN ELLERBE APPROXIMATELY 350 FEET SOUTH- EZ5782'SOUTHWEST OF THE CITY WATER TANK. EZ5782' EZ5782'THE STATION IS IN THE NORTHWEST QUADRANT OF INTERSECTION OF BALLARD EZ5782'STREED (SR 1312) AND WATER STREET (SR 1453) IN FRONT YARD OF T. EZ5782'MEACHAMS HOUSE. EZ5782' EZ5782'STATION MARK IS A STANDARD DISK STAMPED---MECHAM 1977---SET IN THE TOP EZ5782'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EZ5782'THE MARK IS 15.0 FEET NORTH OF CENTERLINE OF BALLARD STREET, 50.8 FEET EZ5782'WEST-NORTHWEST OF CENTERLINE OF WATER STREET, 37.0 FEET NORTH- EZ5782'NORTHWEST OF POWER POLE WITH LIGHT AND REFERENCE TAG ACROSS BALLARD EZ5782'STREET, 43.0 FEET WEST OF TOP OF FIRE HYDRANT, 39.3 FEET SOUTH OF EZ5782'SOUTHEAST CORNER OF STEPS TO MECHAM RESIDENCE AND 46.8 FEET EAST- EZ5782'SOUTHEAST OF 20 INCH WATER OAK. EZ5782 EZ5782 STATION RECOVERY (1993) EZ5782 EZ5782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5782'RECOVERED AS DESCRIBED. SR 1453 IS CRAWFORD ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5783 *********************************************************************** EZ5783 DESIGNATION - MIKE EZ5783 PID - EZ5783 EZ5783 STATE/COUNTY- NC/RICHMOND EZ5783 USGS QUAD - HARRISVILLE (1994) EZ5783 EZ5783 *CURRENT SURVEY CONTROL EZ5783 ___________________________________________________________________ EZ5783* NAD 83(1986)- 35 08 59.63320(N) 079 49 13.17832(W) ADJUSTED EZ5783* NAVD 88 - 167.4 (meters) 549. (feet) VERTCON EZ5783 ___________________________________________________________________ EZ5783 LAPLACE CORR- -2.73 (seconds) DEFLEC99 EZ5783 GEOID HEIGHT- -30.76 (meters) GEOID03 EZ5783 EZ5783 HORZ ORDER - SECOND EZ5783 EZ5783.The North Carolina HARNS have been completed but, EZ5783.due to contractual restrictions, coordinates for these stations EZ5783.will NOT be published in the near future. In the interim, the EZ5783.published coordinates in North Carolina will not be EZ5783.consistent with the Continuously Operating Reference Stations EZ5783.(CORS). The HARN coordinates for these stations are available EZ5783.upon request. Contact Gary Thompson(919-733-3836). EZ5783. EZ5783.In addition, the published North Carolina positions EZ5783.(NAD 83 (1986)) are NOT consistent with those determined in EZ5783.adjacent state readjustments. The discontinuity between stations EZ5783.located in North Carolina and those in adjacent states EZ5783.which have been adjusted to the HARN may be as much as 5 EZ5783.decimeters. This will result in a significant loss of accuracy EZ5783.over lines crossing such state borders. EZ5783 EZ5783 EZ5783.The horizontal coordinates were established by classical geodetic methods EZ5783.and adjusted by the National Geodetic Survey in March 1990. EZ5783 EZ5783.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5783 EZ5783.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5783 EZ5783.The geoid height was determined by GEOID03. EZ5783 EZ5783; North East Units Scale Factor Converg. EZ5783;SPC NC - 155,599.398 534,862.121 MT 0.99987416 -0 28 24.5 EZ5783;SPC NC - 510,495.69 1,754,793.48 sFT 0.99987416 -0 28 24.5 EZ5783;UTM 17 - 3,890,303.304 607,452.987 MT 0.99974230 +0 40 45.2 EZ5783 EZ5783! - Elev Factor x Scale Factor = Combined Factor EZ5783!SPC NC - 0.99997855 x 0.99987416 = 0.99985271 EZ5783!UTM 17 - 0.99997855 x 0.99974230 = 0.99972085 EZ5783 EZ5783 SUPERSEDED SURVEY CONTROL EZ5783 EZ5783 NGVD 29 (03/28/90) 167.7 (m) 550. (f) VERT ANG EZ5783 EZ5783.Superseded values are not recommended for survey control. EZ5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5783.See file dsdata.txt to determine how the superseded data were derived. EZ5783 EZ5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0745390303(NAD 83) EZ5783_MARKER: DE = TRAVERSE STATION DISK EZ5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5783_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5783_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5783+STABILITY: SURFACE MOTION EZ5783 EZ5783 HISTORY - Date Condition Report By EZ5783 HISTORY - 1977 MONUMENTED NCGS EZ5783 EZ5783 STATION DESCRIPTION EZ5783 EZ5783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5783'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES EAST-SOUTHEAST OF EXWAY EZ5783'AND 5.7 MILES WEST OF NORMAN. EZ5783' EZ5783'TO REACH THE STATION FROM THE INTERSECTION OF SR 1321 WITH US 220 IN EZ5783'THE CENTER OF NORMAN, PROCEED WESTERLY ALONG SR 1321 FOR 6.0 MILES TO EZ5783'T INTERSECTION WITH SR 1322, THENCE SOUTHERLY ALONG SR 1322 (CONCORD EZ5783'CHURCH ROAD) FOR 0.1 MILE TO STATION IN RIGHT ROAD SHOULDER, EZ5783'APPROXIMATELY 800 FEET SOUTH-SOUTHEAST OF M. MCINTYRES RANCH STYLE EZ5783'BRICK RESIDENCE. EZ5783' EZ5783'STATION MARK IS A STANDARD DISK STAMPED---MIKE 1977---, SET IN THE TOP EZ5783'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EZ5783'THE MARK IS 13.7 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR 1321 AND EZ5783'79.3 FEET EAST-SOUTHEAST OF A POWER POLE, 59.8 FEET NORTH-NORTHWEST OF EZ5783'A 10 INCH PINE (ACROSS ROAD), 88.8 FEET WEST-SOUTHWEST OF A 4 INCH EZ5783'PINE (ACROSS ROAD) AND 136.4 FEET NORTH-NORTHEAST OF AN 8 INCH PINE EZ5783'ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9814 *********************************************************************** AG9814 DESIGNATION - MILLSTONE AZ MK AG9814 PID - AG9814 AG9814 STATE/COUNTY- NC/RICHMOND AG9814 USGS QUAD - MILLSTONE LAKE (1984) AG9814 AG9814 *CURRENT SURVEY CONTROL AG9814 ___________________________________________________________________ AG9814* NAD 83(1986)- 35 01 39.87301(N) 079 39 04.63888(W) ADJUSTED AG9814* NAVD 88 - 119.4 (meters) 392. (feet) VERT ANG AG9814 ___________________________________________________________________ AG9814 LAPLACE CORR- -4.33 (seconds) DEFLEC99 AG9814 GEOID HEIGHT- -31.43 (meters) GEOID03 AG9814 AG9814 HORZ ORDER - SECOND AG9814 AG9814.The North Carolina HARNS have been completed but, AG9814.due to contractual restrictions, coordinates for these stations AG9814.will NOT be published in the near future. In the interim, the AG9814.published coordinates in North Carolina will not be AG9814.consistent with the Continuously Operating Reference Stations AG9814.(CORS). The HARN coordinates for these stations are available AG9814.upon request. Contact Gary Thompson(919-733-3836). AG9814. AG9814.In addition, the published North Carolina positions AG9814.(NAD 83 (1986)) are NOT consistent with those determined in AG9814.adjacent state readjustments. The discontinuity between stations AG9814.located in North Carolina and those in adjacent states AG9814.which have been adjusted to the HARN may be as much as 5 AG9814.decimeters. This will result in a significant loss of accuracy AG9814.over lines crossing such state borders. AG9814 AG9814 AG9814.The horizontal coordinates were established by classical geodetic methods AG9814.and adjusted by the National Geodetic Survey in July 1998. AG9814 AG9814.The orthometric height was determined by vertical angle observations. AG9814 AG9814.The Laplace correction was computed from DEFLEC99 derived deflections. AG9814 AG9814.The geoid height was determined by GEOID03. AG9814 AG9814; North East Units Scale Factor Converg. AG9814;SPC NC - 141,934.992 550,173.899 MT 0.99988019 -0 22 33.3 AG9814;SPC NC - 465,665.05 1,805,028.87 sFT 0.99988019 -0 22 33.3 AG9814;UTM 17 - 3,876,950.861 623,034.505 MT 0.99978656 +0 46 27.2 AG9814 AG9814! - Elev Factor x Scale Factor = Combined Factor AG9814!SPC NC - 0.99998619 x 0.99988019 = 0.99986638 AG9814!UTM 17 - 0.99998619 x 0.99978656 = 0.99977275 AG9814 AG9814 SUPERSEDED SURVEY CONTROL AG9814 AG9814.No superseded survey control is available for this station. AG9814 AG9814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2303576951(NAD 83) AG9814_MARKER: DZ = AZIMUTH MARK DISK AG9814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9814_STAMPING: MILLSTONE 1993 AG9814_MARK LOGO: NCGS AG9814_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9814+STABILITY: SURFACE MOTION AG9814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9814+SATELLITE: SATELLITE OBSERVATIONS - 1993 AG9814 AG9814 HISTORY - Date Condition Report By AG9814 HISTORY - 1993 MONUMENTED NCGS AG9814 AG9814 STATION DESCRIPTION AG9814 AG9814'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) AG9814'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF HOFFMAN AND 9.1 MI AG9814'(14.6 KM) NORTHEAST OF ROCKINGHAM. PROCEED ALONG SR 1475 (CADDELL AG9814'ROAD) FOR 3.9 MI (6.3 KM) WEST FROM US 1, THENCE 1.8 MI (2.9 KM) AG9814'NORTHWEST ALONG SR 1487 (MILLSTONE ROAD) OR 0.45 MI (0.72 KM) EAST OF AG9814'SR 1442 (LEDBETTER ROAD), TO STATION NEAR WOODS LINE. MARK IS ABOUT AG9814'LEVEL WITH THE ROAD AND IS RECESSED 6 INCHES BELOW THE GROUND. AG9814'LOCATED 30.5 FT (9.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, AG9814'11.0 FT (3.4 M) NORTH-NORTHEAST OF A CENTER FIRE LANE--AND 16.2 FT AG9814'(4.9 M) WEST-NORTHWEST OF A 16-INCH PINE, 24.7 FT (7.5 M) AG9814'NORTH-NORTHEAST OF A 14-INCH PINE, AND 64.5 FT (19.7 M) EAST-NORTHEAST AG9814'OF A 14-INCH PINE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3671 *********************************************************************** EB3671 DESIGNATION - MITCHELL EB3671 PID - EB3671 EB3671 STATE/COUNTY- NC/RICHMOND EB3671 USGS QUAD - ROCKINGHAM (1982) EB3671 EB3671 *CURRENT SURVEY CONTROL EB3671 ___________________________________________________________________ EB3671* NAD 83(1986)- 34 58 14.02009(N) 079 46 58.98067(W) ADJUSTED EB3671* NAVD 88 - 97.3 (meters) 319. (feet) VERTCON EB3671 ___________________________________________________________________ EB3671 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EB3671 GEOID HEIGHT- -31.11 (meters) GEOID03 EB3671 EB3671 HORZ ORDER - SECOND EB3671 EB3671.The North Carolina HARNS have been completed but, EB3671.due to contractual restrictions, coordinates for these stations EB3671.will NOT be published in the near future. In the interim, the EB3671.published coordinates in North Carolina will not be EB3671.consistent with the Continuously Operating Reference Stations EB3671.(CORS). The HARN coordinates for these stations are available EB3671.upon request. Contact Gary Thompson(919-733-3836). EB3671. EB3671.In addition, the published North Carolina positions EB3671.(NAD 83 (1986)) are NOT consistent with those determined in EB3671.adjacent state readjustments. The discontinuity between stations EB3671.located in North Carolina and those in adjacent states EB3671.which have been adjusted to the HARN may be as much as 5 EB3671.decimeters. This will result in a significant loss of accuracy EB3671.over lines crossing such state borders. EB3671 EB3671 EB3671.The horizontal coordinates were established by classical geodetic methods EB3671.and adjusted by the National Geodetic Survey in March 1990. EB3671 EB3671.The NAVD 88 height was computed by applying the VERTCON shift value to EB3671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3671 EB3671.The Laplace correction was computed from DEFLEC99 derived deflections. EB3671 EB3671.The geoid height was determined by GEOID03. EB3671 EB3671; North East Units Scale Factor Converg. EB3671;SPC NC - 135,679.061 538,101.406 MT 0.99988457 -0 27 07.0 EB3671;SPC NC - 445,140.39 1,765,421.03 sFT 0.99988457 -0 27 07.0 EB3671;UTM 17 - 3,870,454.671 611,091.331 MT 0.99975210 +0 41 51.3 EB3671 EB3671! - Elev Factor x Scale Factor = Combined Factor EB3671!SPC NC - 0.99998961 x 0.99988457 = 0.99987419 EB3671!UTM 17 - 0.99998961 x 0.99975210 = 0.99974172 EB3671 EB3671 SUPERSEDED SURVEY CONTROL EB3671 EB3671 NGVD 29 (03/28/90) 97.5 (m) 320. (f) VERT ANG EB3671 EB3671.Superseded values are not recommended for survey control. EB3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3671.See file dsdata.txt to determine how the superseded data were derived. EB3671 EB3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1109170455(NAD 83) EB3671_MARKER: DE = TRAVERSE STATION DISK EB3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3671_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3671_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3671+STABILITY: SURFACE MOTION EB3671 EB3671 HISTORY - Date Condition Report By EB3671 HISTORY - 1977 MONUMENTED NCGS EB3671 EB3671 STATION DESCRIPTION EB3671 EB3671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3671'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTH-NORTHWEST OF EB3671'ROCKINGHAM AND 7.2 MILES SOUTH OF ELLERBE. EB3671' EB3671'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EB3671'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 2.4 MILES TO STATION ON EB3671'RIGHT, ON 8 FOOT BANK AND 0.15 MILE SOUTH OF SR 1336 (NORTHEAST) EB3671'INTERSECTION. EB3671' EB3671'STATION MARK IS A STANDARD DISK STAMPED---MITCHELL 1977---SET IN THE EB3671'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EB3671'THE MARK IS 55.0 FEET EAST OF CENTERLINE OF NORTH BOUND LANES, 24.9 EB3671'FEET WEST OF RIGHT-OF-WAY FENCE LINE, 46.1 FEET SOUTHWEST OF METAL EB3671'FENCE BRACE POST, 80.1 FEET NORTH-NORTHEAST OF CENTER OF ONE METAL EB3671'STORM DRAIN COVER AND 180.5 FEET SOUTH-SOUTHEAST OF ANOTHER AND 47.6 EB3671'FEET NORTH-NORTHWEST OF 8 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2962 *********************************************************************** EB2962 DESIGNATION - MORSE EB2962 PID - EB2962 EB2962 STATE/COUNTY- NC/RICHMOND EB2962 USGS QUAD - ROCKINGHAM (1982) EB2962 EB2962 *CURRENT SURVEY CONTROL EB2962 ___________________________________________________________________ EB2962* NAD 83(1986)- 34 57 08.33547(N) 079 47 20.51770(W) ADJUSTED EB2962* NAVD 88 - 93.8 (meters) 308. (feet) VERTCON EB2962 ___________________________________________________________________ EB2962 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB2962 GEOID HEIGHT- -31.12 (meters) GEOID03 EB2962 EB2962 HORZ ORDER - SECOND EB2962 EB2962.The North Carolina HARNS have been completed but, EB2962.due to contractual restrictions, coordinates for these stations EB2962.will NOT be published in the near future. In the interim, the EB2962.published coordinates in North Carolina will not be EB2962.consistent with the Continuously Operating Reference Stations EB2962.(CORS). The HARN coordinates for these stations are available EB2962.upon request. Contact Gary Thompson(919-733-3836). EB2962. EB2962.In addition, the published North Carolina positions EB2962.(NAD 83 (1986)) are NOT consistent with those determined in EB2962.adjacent state readjustments. The discontinuity between stations EB2962.located in North Carolina and those in adjacent states EB2962.which have been adjusted to the HARN may be as much as 5 EB2962.decimeters. This will result in a significant loss of accuracy EB2962.over lines crossing such state borders. EB2962 EB2962 EB2962.The horizontal coordinates were established by classical geodetic methods EB2962.and adjusted by the National Geodetic Survey in July 1986. EB2962 EB2962.The NAVD 88 height was computed by applying the VERTCON shift value to EB2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2962 EB2962.The Laplace correction was computed from DEFLEC99 derived deflections. EB2962 EB2962.The geoid height was determined by GEOID03. EB2962 EB2962; North East Units Scale Factor Converg. EB2962;SPC NC - 133,659.503 537,539.071 MT 0.99988617 -0 27 19.5 EB2962;SPC NC - 438,514.55 1,763,576.10 sFT 0.99988617 -0 27 19.5 EB2962;UTM 17 - 3,868,424.512 610,569.690 MT 0.99975068 +0 41 37.8 EB2962 EB2962! - Elev Factor x Scale Factor = Combined Factor EB2962!SPC NC - 0.99999016 x 0.99988617 = 0.99987633 EB2962!UTM 17 - 0.99999016 x 0.99975068 = 0.99974084 EB2962 EB2962: Primary Azimuth Mark Grid Az EB2962:SPC NC - GRANT 179 10 33.3 EB2962:UTM 17 - GRANT 178 01 36.0 EB2962 EB2962|---------------------------------------------------------------------| EB2962| PID Reference Object Distance Geod. Az | EB2962| dddmmss.s | EB2962| EB2961 GRANT APPROX. 0.7 KM 1784313.8 | EB2962| EB2960 GAS 226.390 METERS 32417 | EB2962|---------------------------------------------------------------------| EB2962 EB2962 SUPERSEDED SURVEY CONTROL EB2962 EB2962 NAD 27 - 34 57 07.77813(N) 079 47 21.32039(W) AD( ) 2 EB2962 NGVD 29 (07/19/86) 94.1 (m) 309. (f) VERT ANG EB2962 EB2962.Superseded values are not recommended for survey control. EB2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2962.See file dsdata.txt to determine how the superseded data were derived. EB2962 EB2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1057068425(NAD 83) EB2962_MARKER: DE = TRAVERSE STATION DISK EB2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2962_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2962_STAMPING: MORSE 1970 EB2962_MARK LOGO: NCGS EB2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2962+STABILITY: SURFACE MOTION EB2962 EB2962 HISTORY - Date Condition Report By EB2962 HISTORY - 1970 MONUMENTED NCGS EB2962 EB2962 STATION DESCRIPTION EB2962 EB2962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2962'MORSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2962'VICINITY OF HAMLET, NORTH CAROLINA. EB2962' EB2962'MORSE IS LOCATED APPROXIMATELY 1.4 MILES NORTHWEST OF ROCKINGHAM. TO EB2962'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND US 1 IN EB2962'ROCKINGHAM, GO WEST ON US 74 FOR 1.25 MILES TO INTERSECTION OF US EB2962'74 AND SR 1404, CONTINUE WEST ON US 74 FOR 0.35 MILE TO STATION ON EB2962'RIGHT, APPROXIMATELY 130 FEET WEST OF ESSO SERVICE STATION, AND 0.05 EB2962'MILE EAST OF INTERSECTION OF US 74 AND US 220. EB2962' EB2962'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MORSE EB2962'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2962'INCH BELOW THE SURFACE OF THE GROUND. EB2962' EB2962'MARK IS EB2962' EB2962'69.4 FEET E OF C/L OF US 74. EB2962'20.6 FEET SSW OF C/L OF SR 1405. EB2962'63.7 FEET W OF ALUMINUM REF. TAG ON PP NO. C-2995. EB2962'45.2 FEET E OF METAL POST OF CARTLEDGE CREEK BAPTIST CHURCH SIGN. EB2962'100.9 FEET NNE OF ALUMINUM REF. TAG ON TP NO. 30. EB2962'49.7 FEET NNE OF BASE OF 4 INCH METAL LAMP POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1549 *********************************************************************** EB1549 DESIGNATION - MOTOR EB1549 PID - EB1549 EB1549 STATE/COUNTY- NC/RICHMOND EB1549 USGS QUAD - MARSTON (1982) EB1549 EB1549 *CURRENT SURVEY CONTROL EB1549 ___________________________________________________________________ EB1549* NAD 83(1986)- 34 58 30.63072(N) 079 36 13.08247(W) ADJUSTED EB1549* NAVD 88 - 122.374 (meters) 401.49 (feet) ADJUSTED EB1549 ___________________________________________________________________ EB1549 LAPLACE CORR- -4.88 (seconds) DEFLEC99 EB1549 GEOID HEIGHT- -31.65 (meters) GEOID03 EB1549 DYNAMIC HT - 122.261 (meters) 401.12 (feet) COMP EB1549 MODELED GRAV- 979,704.2 (mgal) NAVD 88 EB1549 EB1549 HORZ ORDER - SECOND EB1549 VERT ORDER - FIRST CLASS II EB1549 EB1549.The North Carolina HARNS have been completed but, EB1549.due to contractual restrictions, coordinates for these stations EB1549.will NOT be published in the near future. In the interim, the EB1549.published coordinates in North Carolina will not be EB1549.consistent with the Continuously Operating Reference Stations EB1549.(CORS). The HARN coordinates for these stations are available EB1549.upon request. Contact Gary Thompson(919-733-3836). EB1549. EB1549.In addition, the published North Carolina positions EB1549.(NAD 83 (1986)) are NOT consistent with those determined in EB1549.adjacent state readjustments. The discontinuity between stations EB1549.located in North Carolina and those in adjacent states EB1549.which have been adjusted to the HARN may be as much as 5 EB1549.decimeters. This will result in a significant loss of accuracy EB1549.over lines crossing such state borders. EB1549 EB1549 EB1549.The horizontal coordinates were established by classical geodetic methods EB1549.and adjusted by the National Geodetic Survey in July 1986. EB1549 EB1549.The orthometric height was determined by differential leveling EB1549.and adjusted by the National Geodetic Survey in June 1991. EB1549 EB1549.The Laplace correction was computed from DEFLEC99 derived deflections. EB1549 EB1549.The geoid height was determined by GEOID03. EB1549 EB1549.The dynamic height is computed by dividing the NAVD 88 EB1549.geopotential number by the normal gravity value computed on the EB1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1549.degrees latitude (g = 980.6199 gals.). EB1549 EB1549.The modeled gravity was interpolated from observed gravity values. EB1549 EB1549; North East Units Scale Factor Converg. EB1549;SPC NC - 136,076.455 554,486.662 MT 0.99988418 -0 20 54.2 EB1549;SPC NC - 446,444.17 1,819,178.32 sFT 0.99988418 -0 20 54.2 EB1549;UTM 17 - 3,871,180.537 627,463.540 MT 0.99980024 +0 48 01.9 EB1549 EB1549! - Elev Factor x Scale Factor = Combined Factor EB1549!SPC NC - 0.99998576 x 0.99988418 = 0.99986994 EB1549!UTM 17 - 0.99998576 x 0.99980024 = 0.99978600 EB1549 EB1549: Primary Azimuth Mark Grid Az EB1549:SPC NC - BROOM 055 27 16.6 EB1549:UTM 17 - BROOM 054 18 20.5 EB1549 EB1549|---------------------------------------------------------------------| EB1549| PID Reference Object Distance Geod. Az | EB1549| dddmmss.s | EB1549| EB1547 BROOM APPROX. 2.1 KM 0550622.4 | EB1549|---------------------------------------------------------------------| EB1549 EB1549 SUPERSEDED SURVEY CONTROL EB1549 EB1549 NAD 27 - 34 58 30.07433(N) 079 36 13.89795(W) AD( ) 2 EB1549 NGVD 29 (10/06/93) 122.633 (m) 402.34 (f) ADJUSTED 1 2 EB1549 EB1549.Superseded values are not recommended for survey control. EB1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1549.See file dsdata.txt to determine how the superseded data were derived. EB1549 EB1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2746471181(NAD 83) EB1549_MARKER: DE = TRAVERSE STATION DISK EB1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1549_SP_SET: CONCRETE POST EB1549_STAMPING: MOTOR 1972 EB1549_MARK LOGO: NCGS EB1549_PROJECTION: FLUSH EB1549_MAGNETIC: N = NO MAGNETIC MATERIAL EB1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1549+STABILITY: SURFACE MOTION EB1549 EB1549 HISTORY - Date Condition Report By EB1549 HISTORY - 1972 MONUMENTED NCGS EB1549 HISTORY - 1980 GOOD NCGS EB1549 HISTORY - 1980 GOOD NCGS EB1549 EB1549 STATION DESCRIPTION EB1549 EB1549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB1549'MOTOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1549'VICINITY OF HOFFMAN, NORTH CAROLINA. EB1549' EB1549'MOTOR IS LOCATED APPROXIMATELY 5.0 MILES SOUTHWEST OF HOFFMAN AND 7.8 EB1549'MILES NORTHEAST OF HAMLET. TO REACH STATION FROM THE INTERSECTION EB1549'OF US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED SSW ALONG NC 177 FOR EB1549'0.25 MILE TO STATION ON LEFT, 1.3 MILES NNE OF INTERSECTION WITH EB1549'SR 1605, APPROXIMATELY 600 FEET NORTHEAST OF N. C. MOTOR SPEEDWAY EB1549'SIGN. EB1549' EB1549'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED MOTOR EB1549'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1549'FLUSH WITH THE GROUND. EB1549' EB1549'MARK IS EB1549' EB1549'53.6 FEET NW OF C/L OF NC 177. EB1549'166.8 FEET NE OF C/L OF A PAVED DRIVE (W). EB1549'22.0 FEET W OF PP NO. 4292 WITH ALUMINUM REF. TAG. EB1549'58.9 FEET E OF 10 INCH PINE WITH ALUMINUM REF. TAG. EB1549'142.7 FEET SW OF CENTER OF CONCRETE DRAIN PIPE WITH A STONE EB1549'HEADWALL. EB1549 EB1549 STATION RECOVERY (1980) EB1549 EB1549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1549'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB1549 EB1549 STATION RECOVERY (1980) EB1549 EB1549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1549'1.3 MI SW FROM MARSTON. EB1549'0.2 MILE SOUTHWEST ALONG N.C. 177 FROM JUNCTION WITH U.S. 1 EB1549'SOUTHWEST OF MARSTON, APPROXIMATELY 600 FEET NORTHEAST OF-N.C. MOTOR EB1549'SPEEDWAY-SIGN AND ON SPEEDWAY GROUNDS, 166.8 FEET NORTHEAST OF EB1549'CENTERLINE OF A PAVED DRIVE, 53.6 FEET NORTHWEST OF CENTERLINE OF EB1549'HIGHWAY, 22.0 FEET WEST OF POWER POLE 4292 WITH REFERENCE TAG AND EB1549'142.7 FEET SOUTHWEST OF CENTER OF PIPE IN A STONE HEADWALL. EB1549'THE MARK IS 2 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5784 *********************************************************************** EZ5784 DESIGNATION - MT PLEASANT EZ5784 PID - EZ5784 EZ5784 STATE/COUNTY- NC/RICHMOND EZ5784 USGS QUAD - ELLERBE (1982) EZ5784 EZ5784 *CURRENT SURVEY CONTROL EZ5784 ___________________________________________________________________ EZ5784* NAD 83(1986)- 35 03 49.16896(N) 079 47 54.42040(W) ADJUSTED EZ5784* NAVD 88 - 163.31 (+/-2cm) 535.8 (feet) VERTCON EZ5784 ___________________________________________________________________ EZ5784 LAPLACE CORR- -3.53 (seconds) DEFLEC99 EZ5784 GEOID HEIGHT- -30.93 (meters) GEOID03 EZ5784 EZ5784 HORZ ORDER - SECOND EZ5784 VERT ORDER - THIRD ? (See Below) EZ5784 EZ5784.The North Carolina HARNS have been completed but, EZ5784.due to contractual restrictions, coordinates for these stations EZ5784.will NOT be published in the near future. In the interim, the EZ5784.published coordinates in North Carolina will not be EZ5784.consistent with the Continuously Operating Reference Stations EZ5784.(CORS). The HARN coordinates for these stations are available EZ5784.upon request. Contact Gary Thompson(919-733-3836). EZ5784. EZ5784.In addition, the published North Carolina positions EZ5784.(NAD 83 (1986)) are NOT consistent with those determined in EZ5784.adjacent state readjustments. The discontinuity between stations EZ5784.located in North Carolina and those in adjacent states EZ5784.which have been adjusted to the HARN may be as much as 5 EZ5784.decimeters. This will result in a significant loss of accuracy EZ5784.over lines crossing such state borders. EZ5784 EZ5784 EZ5784.The horizontal coordinates were established by classical geodetic methods EZ5784.and adjusted by the National Geodetic Survey in March 1990. EZ5784 EZ5784.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5784.The vertical order pertains to the NGVD 29 superseded value. EZ5784 EZ5784.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5784 EZ5784.The geoid height was determined by GEOID03. EZ5784 EZ5784; North East Units Scale Factor Converg. EZ5784;SPC NC - 146,016.952 536,778.340 MT 0.99987795 -0 27 39.0 EZ5784;SPC NC - 479,057.28 1,761,080.27 sFT 0.99987795 -0 27 39.0 EZ5784;UTM 17 - 3,880,762.566 609,561.187 MT 0.99974794 +0 41 25.2 EZ5784 EZ5784! - Elev Factor x Scale Factor = Combined Factor EZ5784!SPC NC - 0.99997922 x 0.99987795 = 0.99985717 EZ5784!UTM 17 - 0.99997922 x 0.99974794 = 0.99972717 EZ5784 EZ5784 SUPERSEDED SURVEY CONTROL EZ5784 EZ5784 NGVD 29 (03/28/90) 163.57 (m) 536.6 (f) LEVELING 3 EZ5784 EZ5784.Superseded values are not recommended for survey control. EZ5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5784.See file dsdata.txt to determine how the superseded data were derived. EZ5784 EZ5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0956180763(NAD 83) EZ5784_MARKER: DE = TRAVERSE STATION DISK EZ5784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5784_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5784_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5784+STABILITY: SURFACE MOTION EZ5784 EZ5784 HISTORY - Date Condition Report By EZ5784 HISTORY - 1977 MONUMENTED NCGS EZ5784 EZ5784 STATION DESCRIPTION EZ5784 EZ5784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5784'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST-SOUTHWEST OF EZ5784'ELLERBE AND 8.7 MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5784' EZ5784'THE STATION IS LOCATED ON THE NORTH GROUNDS OF MT PLEASANT BAPTIST EZ5784'CHURCH, APPROXIMATELY 450 FEET WEST OF JUNCTION OF SR 1148, SR 1309 EZ5784'AND SR 1308, BY DRIVEWAY FROM SR 1148 TO THE CHURCH AND APPROXIMATELY EZ5784'200 FEET NORTH OF THE CHURCH. EZ5784' EZ5784'STATION MARK IS A STANDARD DISK STAMPED---MT PLEASANT 1977---SET IN EZ5784'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5784'THE MARK IS 154.1 FEET SOUTH OF THE CENTERLINE OF SR 1148, 61.6 EZ5784'FEET WEST OF CENTERLINE OF CHURCH DRIVEWAY AND 3.5 FEET EAST-NORTHEAST EZ5784'OF 10 INCH OAK, 19.7 FEET SOUTHWEST OF 6 INCH OAK AND 25.8 FEET EZ5784'NORTHWEST OF 12 INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5785 *********************************************************************** EZ5785 DESIGNATION - NAKED CR EZ5785 PID - EZ5785 EZ5785 STATE/COUNTY- NC/RICHMOND EZ5785 USGS QUAD - HOFFMAN (1982) EZ5785 EZ5785 *CURRENT SURVEY CONTROL EZ5785 ___________________________________________________________________ EZ5785* NAD 83(1986)- 35 04 51.52395(N) 079 35 24.89102(W) ADJUSTED EZ5785* NAVD 88 - 98.146 (meters) 322.00 (feet) ADJUSTED EZ5785 ___________________________________________________________________ EZ5785 LAPLACE CORR- -4.53 (seconds) DEFLEC99 EZ5785 GEOID HEIGHT- -31.48 (meters) GEOID03 EZ5785 DYNAMIC HT - 98.056 (meters) 321.71 (feet) COMP EZ5785 MODELED GRAV- 979,715.6 (mgal) NAVD 88 EZ5785 EZ5785 HORZ ORDER - SECOND EZ5785 VERT ORDER - SECOND CLASS II EZ5785 EZ5785.The North Carolina HARNS have been completed but, EZ5785.due to contractual restrictions, coordinates for these stations EZ5785.will NOT be published in the near future. In the interim, the EZ5785.published coordinates in North Carolina will not be EZ5785.consistent with the Continuously Operating Reference Stations EZ5785.(CORS). The HARN coordinates for these stations are available EZ5785.upon request. Contact Gary Thompson(919-733-3836). EZ5785. EZ5785.In addition, the published North Carolina positions EZ5785.(NAD 83 (1986)) are NOT consistent with those determined in EZ5785.adjacent state readjustments. The discontinuity between stations EZ5785.located in North Carolina and those in adjacent states EZ5785.which have been adjusted to the HARN may be as much as 5 EZ5785.decimeters. This will result in a significant loss of accuracy EZ5785.over lines crossing such state borders. EZ5785 EZ5785 EZ5785.The horizontal coordinates were established by classical geodetic methods EZ5785.and adjusted by the National Geodetic Survey in March 1990. EZ5785 EZ5785.The orthometric height was determined by differential leveling EZ5785.and adjusted by the National Geodetic Survey in August 2000. EZ5785 EZ5785.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5785 EZ5785.The geoid height was determined by GEOID03. EZ5785 EZ5785.The dynamic height is computed by dividing the NAVD 88 EZ5785.geopotential number by the normal gravity value computed on the EZ5785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5785.degrees latitude (g = 980.6199 gals.). EZ5785 EZ5785.The modeled gravity was interpolated from observed gravity values. EZ5785 EZ5785; North East Units Scale Factor Converg. EZ5785;SPC NC - 147,805.468 555,778.681 MT 0.99987701 -0 20 26.4 EZ5785;SPC NC - 484,925.11 1,823,417.22 sFT 0.99987701 -0 20 26.4 EZ5785;UTM 17 - 3,882,932.196 628,519.822 MT 0.99980357 +0 48 37.2 EZ5785 EZ5785! - Elev Factor x Scale Factor = Combined Factor EZ5785!SPC NC - 0.99998954 x 0.99987701 = 0.99986655 EZ5785!UTM 17 - 0.99998954 x 0.99980357 = 0.99979311 EZ5785 EZ5785 SUPERSEDED SURVEY CONTROL EZ5785 EZ5785 NGVD 29 (03/28/90) 98.40 (m) 322.8 (f) LEVELING 3 EZ5785 EZ5785.Superseded values are not recommended for survey control. EZ5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5785.See file dsdata.txt to determine how the superseded data were derived. EZ5785 EZ5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2852082932(NAD 83) EZ5785_MARKER: DE = TRAVERSE STATION DISK EZ5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5785_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5785_STAMPING: NAKED CR. 1977 EZ5785_MARK LOGO: NCGS EZ5785_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5785+STABILITY: SURFACE MOTION EZ5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5785+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5785 EZ5785 HISTORY - Date Condition Report By EZ5785 HISTORY - 1977 MONUMENTED NCGS EZ5785 HISTORY - 1985 GOOD USPSQD EZ5785 HISTORY - 19960405 GOOD USPSQD EZ5785 HISTORY - 19980317 GOOD NCGS EZ5785 EZ5785 STATION DESCRIPTION EZ5785 EZ5785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5785'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY EZ5785'4.2 MILES NORTH-NORTHWEST OF HOFFMAN. EZ5785' EZ5785'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5785'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5785'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5785'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 4.55 MILES TO STATION ON EZ5785'LEFT, IN WOODS, APPROXIMATELY 500 FEET SOUTHWEST OF BRIDGE OVER NAKED EZ5785'CREEK AND 0.2 MILE SOUTHWEST OF T INTERSECTION WITH SR 1473 (EAST). EZ5785' EZ5785'STATION MARK IS A STANDARD DISK STAMPED---NAKED CR. 1977---, SET IN EZ5785'THE TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES ABOVE THE GROUND EZ5785'SURFACE. THE MARK IS 79.2 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR EZ5785'1003 AND 10.9 FEET NORTHEAST OF A 6 INCH PINE, 17.5 FEET EZ5785'EAST-SOUTHEAST OF A 6 INCH PINE, 21.9 FEET SOUTH-SOUTHEAST OF A 12 EZ5785'INCH PINE AND 22.1 FEET WEST-SOUTHWEST OF A 12 INCH PINE ALL WITH EZ5785'REFERENCE TAGS. EZ5785 EZ5785 STATION RECOVERY (1985) EZ5785 EZ5785'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5785'RECOVERED IN GOOD CONDITION. EZ5785 EZ5785 STATION RECOVERY (1996) EZ5785 EZ5785'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5785'RECOVERED IN GOOD CONDITION. EZ5785 EZ5785 STATION RECOVERY (1998) EZ5785 EZ5785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5785'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS EZ5785'LOCATED 12.9 FT (3.9 M) NORTH OF A 4-INCH OAK WITH REFERENCE TAG, AND EZ5785'42.6 FT (13.0 M) WEST OF A 18-INCH PINE WITH TWO ORANGE BLAZES, NC EZ5785'FIELD TRIAL GROUNDS SIGN AND REFERENCE TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2968 *********************************************************************** EB2968 DESIGNATION - NICHOLS EB2968 PID - EB2968 EB2968 STATE/COUNTY- NC/RICHMOND EB2968 USGS QUAD - ROCKINGHAM (1982) EB2968 EB2968 *CURRENT SURVEY CONTROL EB2968 ___________________________________________________________________ EB2968* NAD 83(1986)- 34 57 24.88833(N) 079 49 15.24358(W) ADJUSTED EB2968* NAVD 88 - 103.4 (meters) 339. (feet) VERTCON EB2968 ___________________________________________________________________ EB2968 LAPLACE CORR- -3.94 (seconds) DEFLEC99 EB2968 GEOID HEIGHT- -31.03 (meters) GEOID03 EB2968 EB2968 HORZ ORDER - SECOND EB2968 EB2968.The North Carolina HARNS have been completed but, EB2968.due to contractual restrictions, coordinates for these stations EB2968.will NOT be published in the near future. In the interim, the EB2968.published coordinates in North Carolina will not be EB2968.consistent with the Continuously Operating Reference Stations EB2968.(CORS). The HARN coordinates for these stations are available EB2968.upon request. Contact Gary Thompson(919-733-3836). EB2968. EB2968.In addition, the published North Carolina positions EB2968.(NAD 83 (1986)) are NOT consistent with those determined in EB2968.adjacent state readjustments. The discontinuity between stations EB2968.located in North Carolina and those in adjacent states EB2968.which have been adjusted to the HARN may be as much as 5 EB2968.decimeters. This will result in a significant loss of accuracy EB2968.over lines crossing such state borders. EB2968 EB2968 EB2968.The horizontal coordinates were established by classical geodetic methods EB2968.and adjusted by the National Geodetic Survey in July 1986. EB2968 EB2968.The NAVD 88 height was computed by applying the VERTCON shift value to EB2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2968 EB2968.The Laplace correction was computed from DEFLEC99 derived deflections. EB2968 EB2968.The geoid height was determined by GEOID03. EB2968 EB2968; North East Units Scale Factor Converg. EB2968;SPC NC - 134,193.131 534,632.830 MT 0.99988576 -0 28 25.7 EB2968;SPC NC - 440,265.30 1,754,041.21 sFT 0.99988576 -0 28 25.7 EB2968;UTM 17 - 3,868,899.672 607,653.737 MT 0.99974283 +0 40 32.3 EB2968 EB2968! - Elev Factor x Scale Factor = Combined Factor EB2968!SPC NC - 0.99998863 x 0.99988576 = 0.99987440 EB2968!UTM 17 - 0.99998863 x 0.99974283 = 0.99973147 EB2968 EB2968|---------------------------------------------------------------------| EB2968| PID Reference Object Distance Geod. Az | EB2968| dddmmss.s | EB2968| EB2977 CABLE 379.717 METERS 26607 | EB2968|---------------------------------------------------------------------| EB2968 EB2968 SUPERSEDED SURVEY CONTROL EB2968 EB2968 NAD 27 - 34 57 24.33267(N) 079 49 16.04519(W) AD( ) 2 EB2968 NGVD 29 (07/19/86) 103.7 (m) 340. (f) VERT ANG EB2968 EB2968.Superseded values are not recommended for survey control. EB2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2968.See file dsdata.txt to determine how the superseded data were derived. EB2968 EB2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0765468900(NAD 83) EB2968_MARKER: DE = TRAVERSE STATION DISK EB2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2968_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2968_STAMPING: NICHOLS 1970 EB2968_MARK LOGO: NCGS EB2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2968+STABILITY: SURFACE MOTION EB2968 EB2968 HISTORY - Date Condition Report By EB2968 HISTORY - 1970 MONUMENTED NCGS EB2968 EB2968 STATION DESCRIPTION EB2968 EB2968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2968'NICHOLS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2968'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2968' EB2968'NICHOLS IS LOCATED APPROXIMATELY 3.2 MILES WNW OF ROCKINGHAM AND 2.9 EB2968'MILES NORTH OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2968'INTERSECTION OF US 74 AND US 220 IN NORTHWEST SECTION OF EB2968'ROCKINGHAM, GO WEST ON US 74 FOR 1.5 MILES TO INTERSECTION OF US EB2968'74 AND SR 1123, CONTINUE WEST ON US 74 FOR 0.3 MILE TO STATION ON EB2968'RIGHT, AT BEGINNING OF Y INTERSECTION OF US 74 AND SR 1140, AND ON EB2968'EAST SIDE OF DRIVEWAY TO HOME OF MR. NICHOLS. EB2968' EB2968'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED NICHOLS EB2968'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2968'FLUSH WITH THE SURFACE OF THE GROUND. EB2968' EB2968'MARK IS EB2968' EB2968'34.2 FEET N OF C/L OF US 74. EB2968'12.7 FEET ESE OF C/L OF DIRT DRIVE TO MR. NICHOLS HOME. EB2968'5.6 FEET S OF ALUMINUM REF. TAG ON PP NO. 40. EB2968'27.8 FEET S OF ALUMINUM REF. TAG ON PP. EB2968'25.5 FEET W OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EB2968'8.8 FEET NNE OF TOP OF NE END OF 14 INCH CONCRETE CULVERT UNDER EB2968'DRIVEWAY. EB2968'23.6 FEET ENE OF TOP OF NW END OF 14 INCH CONCRETE CULVERT EB2968'UNDER DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5786 *********************************************************************** EZ5786 DESIGNATION - NICHOLSON EZ5786 PID - EZ5786 EZ5786 STATE/COUNTY- NC/RICHMOND EZ5786 USGS QUAD - MOUNT GILEAD EAST (1994) EZ5786 EZ5786 *CURRENT SURVEY CONTROL EZ5786 ___________________________________________________________________ EZ5786* NAD 83(1986)- 35 08 47.12014(N) 079 53 59.48547(W) ADJUSTED EZ5786* NAVD 88 - 73.9 (meters) 242. (feet) VERTCON EZ5786 ___________________________________________________________________ EZ5786 LAPLACE CORR- -1.38 (seconds) DEFLEC99 EZ5786 GEOID HEIGHT- -30.66 (meters) GEOID03 EZ5786 EZ5786 HORZ ORDER - SECOND EZ5786 EZ5786.The North Carolina HARNS have been completed but, EZ5786.due to contractual restrictions, coordinates for these stations EZ5786.will NOT be published in the near future. In the interim, the EZ5786.published coordinates in North Carolina will not be EZ5786.consistent with the Continuously Operating Reference Stations EZ5786.(CORS). The HARN coordinates for these stations are available EZ5786.upon request. Contact Gary Thompson(919-733-3836). EZ5786. EZ5786.In addition, the published North Carolina positions EZ5786.(NAD 83 (1986)) are NOT consistent with those determined in EZ5786.adjacent state readjustments. The discontinuity between stations EZ5786.located in North Carolina and those in adjacent states EZ5786.which have been adjusted to the HARN may be as much as 5 EZ5786.decimeters. This will result in a significant loss of accuracy EZ5786.over lines crossing such state borders. EZ5786 EZ5786 EZ5786.The horizontal coordinates were established by classical geodetic methods EZ5786.and adjusted by the National Geodetic Survey in March 1990. EZ5786 EZ5786.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5786 EZ5786.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5786 EZ5786.The geoid height was determined by GEOID03. EZ5786 EZ5786; North East Units Scale Factor Converg. EZ5786;SPC NC - 155,276.619 527,612.948 MT 0.99987427 -0 31 09.7 EZ5786;SPC NC - 509,436.71 1,731,010.15 sFT 0.99987427 -0 31 09.7 EZ5786;UTM 17 - 3,889,834.822 600,212.798 MT 0.99972377 +0 38 00.1 EZ5786 EZ5786! - Elev Factor x Scale Factor = Combined Factor EZ5786!SPC NC - 0.99999321 x 0.99987427 = 0.99986748 EZ5786!UTM 17 - 0.99999321 x 0.99972377 = 0.99971698 EZ5786 EZ5786 SUPERSEDED SURVEY CONTROL EZ5786 EZ5786 NGVD 29 (03/28/90) 74.2 (m) 243. (f) VERT ANG EZ5786 EZ5786.Superseded values are not recommended for survey control. EZ5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5786.See file dsdata.txt to determine how the superseded data were derived. EZ5786 EZ5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0021389835(NAD 83) EZ5786_MARKER: DE = TRAVERSE STATION DISK EZ5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5786_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5786_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5786+STABILITY: SURFACE MOTION EZ5786 EZ5786 HISTORY - Date Condition Report By EZ5786 HISTORY - 1977 MONUMENTED NCGS EZ5786 EZ5786 STATION DESCRIPTION EZ5786 EZ5786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5786'THE STATION IS LOCATED APPROXIMATELY 7.4 MILES SOUTHEAST OF MT GILEAD EZ5786'AND 9.5 MILES NORTHWEST OF ELLERBE. EZ5786' EZ5786'TO REACH THE STATION FROM THE NC 73 BRIDGE OVER THE MAIN CHANNEL OF EZ5786'LITTLE RIVER, PROCEED EASTERLY ALONG NC 73 FOR 1.05 MILES TO SR 1153 EZ5786'ON LEFT AND STATION IN RIGHT (SOUTH) SHOULDER OF INTERSECTION AND ON EZ5786'PROLONGATION OF THE EAST SIDE OF N. P. NICHOLSONS RESIDENCE. EZ5786' EZ5786'STATION MARK IS A STANDARD DISK STAMPED---NICHOLSON 1977---SET IN THE EZ5786'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ5786'THE MARK IS 16.0 FEET SOUTHWEST OF CENTERLINE OF NC 73, 31.2 FEET WEST EZ5786'OF CENTERLINE OF STATE ROADS, 83.7 FEET NORTH-NORTHEAST OF NORTHEAST EZ5786'CORNER OF CARPORT, 122.9 FEET NORTH-NORTHWEST OF NORTH CORNER OF EZ5786'GROCERY AND TEXACO GAS STATION AND 48.0 FEET SOUTH-SOUTHWEST OF POWER EZ5786'POLE 102 33 ACROSS HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3673 *********************************************************************** EB3673 DESIGNATION - NOHUNT EB3673 PID - EB3673 EB3673 STATE/COUNTY- NC/RICHMOND EB3673 USGS QUAD - MORVEN EAST (1983) EB3673 EB3673 *CURRENT SURVEY CONTROL EB3673 ___________________________________________________________________ EB3673* NAD 83(1986)- 34 49 33.66532(N) 079 53 02.41695(W) ADJUSTED EB3673* NAVD 88 - 98.4 (meters) 323. (feet) VERTCON EB3673 ___________________________________________________________________ EB3673 LAPLACE CORR- -2.86 (seconds) DEFLEC99 EB3673 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3673 EB3673 HORZ ORDER - SECOND EB3673 EB3673.The North Carolina HARNS have been completed but, EB3673.due to contractual restrictions, coordinates for these stations EB3673.will NOT be published in the near future. In the interim, the EB3673.published coordinates in North Carolina will not be EB3673.consistent with the Continuously Operating Reference Stations EB3673.(CORS). The HARN coordinates for these stations are available EB3673.upon request. Contact Gary Thompson(919-733-3836). EB3673. EB3673.In addition, the published North Carolina positions EB3673.(NAD 83 (1986)) are NOT consistent with those determined in EB3673.adjacent state readjustments. The discontinuity between stations EB3673.located in North Carolina and those in adjacent states EB3673.which have been adjusted to the HARN may be as much as 5 EB3673.decimeters. This will result in a significant loss of accuracy EB3673.over lines crossing such state borders. EB3673 EB3673 EB3673.The horizontal coordinates were established by classical geodetic methods EB3673.and adjusted by the National Geodetic Survey in March 1990. EB3673 EB3673.The NAVD 88 height was computed by applying the VERTCON shift value to EB3673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3673 EB3673.The Laplace correction was computed from DEFLEC99 derived deflections. EB3673 EB3673.The geoid height was determined by GEOID03. EB3673 EB3673; North East Units Scale Factor Converg. EB3673;SPC NC - 119,723.418 528,740.763 MT 0.99990002 -0 30 36.8 EB3673;SPC NC - 392,792.58 1,734,710.32 sFT 0.99990002 -0 30 36.8 EB3673;SPC SC - 332,445.916 711,690.086 MT 0.99999741 +0 37 07.3 EB3673;SPC SC - 1,090,701.82 2,334,941.23 iFT 0.99999741 +0 37 07.3 EB3673;UTM 17 - 3,854,317.055 602,053.761 MT 0.99972836 +0 38 14.6 EB3673 EB3673! - Elev Factor x Scale Factor = Combined Factor EB3673!SPC NC - 0.99998945 x 0.99990002 = 0.99988947 EB3673!SPC SC - 0.99998945 x 0.99999741 = 0.99998686 EB3673!UTM 17 - 0.99998945 x 0.99972836 = 0.99971781 EB3673 EB3673 SUPERSEDED SURVEY CONTROL EB3673 EB3673 NGVD 29 (03/28/90) 98.7 (m) 324. (f) VERT ANG EB3673 EB3673.Superseded values are not recommended for survey control. EB3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3673.See file dsdata.txt to determine how the superseded data were derived. EB3673 EB3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0205454317(NAD 83) EB3673_MARKER: DE = TRAVERSE STATION DISK EB3673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3673_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3673_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3673+STABILITY: SURFACE MOTION EB3673 EB3673 HISTORY - Date Condition Report By EB3673 HISTORY - 1977 MONUMENTED NCGS EB3673 EB3673 STATION DESCRIPTION EB3673 EB3673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3673'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTH OF THE NORTH EB3673'CAROLINA-SOUTH CAROLINA LINE AND 10.1 MILES SOUTHWEST OF ROCKINGHAM. EB3673' EB3673'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA LINE ON EB3673'US 1, PROCEED NORTH ALONG US 1 FOR 1.5 MILES TO STATION ON LEFT, NEAR EB3673'POWER POLE 5J45X, 0.2 MILE SOUTHWEST OF SR 1100 INTERSECTION. EB3673' EB3673'STATION MARK IS A STANDARD DISK STAMPED---NOHUNT 1977---, SET IN THE EB3673'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3673'THE MARK IS 28.2 FEET NORTHWEST OF THE CENTERLINE OF US 1, 266.6 FEET EB3673'WEST-SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST BOX CULVERT EB3673'HEADWALL, 2.9 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 144.5 EB3673'FEET WEST OF TELEPHONE PEDESTAL 109 AND 140.7 FEET EAST-NORTHEAST OF EB3673'6 INCH PERSIMMON WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5789 *********************************************************************** EZ5789 DESIGNATION - NORBAPT EZ5789 PID - EZ5789 EZ5789 STATE/COUNTY- NC/RICHMOND EZ5789 USGS QUAD - NORMAN (1983) EZ5789 EZ5789 *CURRENT SURVEY CONTROL EZ5789 ___________________________________________________________________ EZ5789* NAD 83(1986)- 35 10 30.59133(N) 079 43 39.97704(W) ADJUSTED EZ5789* NAVD 88 - 186.044 (meters) 610.38 (feet) ADJUSTED EZ5789 ___________________________________________________________________ EZ5789 LAPLACE CORR- -3.78 (seconds) DEFLEC99 EZ5789 GEOID HEIGHT- -30.92 (meters) GEOID03 EZ5789 DYNAMIC HT - 185.875 (meters) 609.82 (feet) COMP EZ5789 MODELED GRAV- 979,722.1 (mgal) NAVD 88 EZ5789 EZ5789 HORZ ORDER - SECOND EZ5789 VERT ORDER - SECOND CLASS II EZ5789 EZ5789.The North Carolina HARNS have been completed but, EZ5789.due to contractual restrictions, coordinates for these stations EZ5789.will NOT be published in the near future. In the interim, the EZ5789.published coordinates in North Carolina will not be EZ5789.consistent with the Continuously Operating Reference Stations EZ5789.(CORS). The HARN coordinates for these stations are available EZ5789.upon request. Contact Gary Thompson(919-733-3836). EZ5789. EZ5789.In addition, the published North Carolina positions EZ5789.(NAD 83 (1986)) are NOT consistent with those determined in EZ5789.adjacent state readjustments. The discontinuity between stations EZ5789.located in North Carolina and those in adjacent states EZ5789.which have been adjusted to the HARN may be as much as 5 EZ5789.decimeters. This will result in a significant loss of accuracy EZ5789.over lines crossing such state borders. EZ5789 EZ5789 EZ5789.The horizontal coordinates were established by classical geodetic methods EZ5789.and adjusted by the National Geodetic Survey in March 1990. EZ5789 EZ5789.The orthometric height was determined by differential leveling EZ5789.and adjusted by the National Geodetic Survey in August 2000. EZ5789 EZ5789.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5789 EZ5789.The geoid height was determined by GEOID03. EZ5789 EZ5789.The dynamic height is computed by dividing the NAVD 88 EZ5789.geopotential number by the normal gravity value computed on the EZ5789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5789.degrees latitude (g = 980.6199 gals.). EZ5789 EZ5789.The modeled gravity was interpolated from observed gravity values. EZ5789 EZ5789; North East Units Scale Factor Converg. EZ5789;SPC NC - 158,336.332 543,315.172 MT 0.99987348 -0 25 12.2 EZ5789;SPC NC - 519,475.12 1,782,526.53 sFT 0.99987348 -0 25 12.2 EZ5789;UTM 17 - 3,893,209.408 615,848.253 MT 0.99976540 +0 43 58.7 EZ5789 EZ5789! - Elev Factor x Scale Factor = Combined Factor EZ5789!SPC NC - 0.99997565 x 0.99987348 = 0.99984914 EZ5789!UTM 17 - 0.99997565 x 0.99976540 = 0.99974106 EZ5789 EZ5789 SUPERSEDED SURVEY CONTROL EZ5789 EZ5789 NGVD 29 (03/28/90) 186.5 (m) 612. (f) VERT ANG EZ5789 EZ5789.Superseded values are not recommended for survey control. EZ5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5789.See file dsdata.txt to determine how the superseded data were derived. EZ5789 EZ5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1584893209(NAD 83) EZ5789_MARKER: DH = HORIZONTAL CONTROL DISK EZ5789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5789_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5789_STAMPING: NORBAPT EZ5789_MARK LOGO: NCGS EZ5789_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5789+STABILITY: SURFACE MOTION EZ5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5789+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998 EZ5789 EZ5789 HISTORY - Date Condition Report By EZ5789 HISTORY - 1977 MONUMENTED NCGS EZ5789 HISTORY - 19980122 GOOD NCGS EZ5789 EZ5789 STATION DESCRIPTION EZ5789 EZ5789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5789'THE STATION IS LOCATED ALONG US 220 IN NORMAN DIRECTLY ACROSS HIGHWAY EZ5789'FROM NORMAN BAPTIST CHURCH AND 0.05 MILE SOUTH OF THE MONTGOMERY/ EZ5789'RICHMOND COUNTY LINE. EZ5789' EZ5789'STATION MARK IS A STANDARD DISK STAMPED---NORBAPT 1977---SET IN THE EZ5789'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5789'THE MARK IS 35.9 FEET WEST-SOUTHWEST OF CENTERLINE OF US 220, 2.4 FEET EZ5789'EAST-NORTHEAST OF A SOIL CONSERVATION SIGN POST WITH REFERENCE TAG, EZ5789'44.1 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE WITH REFERENCE TAG, 103.0 EZ5789'FEET WEST OF TELEPHONE POLE (ACROSS HIGHWAY) WITH REFERENCE TAG AND EZ5789'49.5 FEET NORTH-NORTHWEST OF BASE OF LARGE SHRUB. EZ5789 EZ5789 STATION RECOVERY (1998) EZ5789 EZ5789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5789'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS EZ5789'LOCATED 37.2 FT (11.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF US 220, EZ5789'32.2 FT (9.8 M) SOUTH OF A FIRE HYDRANT, AND 87.8 FT (26.8 M) EZ5789'SOUTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2967 *********************************************************************** EB2967 DESIGNATION - NORMAN EB2967 PID - EB2967 EB2967 STATE/COUNTY- NC/RICHMOND EB2967 USGS QUAD - ROCKINGHAM (1982) EB2967 EB2967 *CURRENT SURVEY CONTROL EB2967 ___________________________________________________________________ EB2967* NAD 83(1986)- 34 54 14.41711(N) 079 47 56.24295(W) ADJUSTED EB2967* NAVD 88 - 91.0 (meters) 299. (feet) VERTCON EB2967 ___________________________________________________________________ EB2967 LAPLACE CORR- -4.00 (seconds) DEFLEC99 EB2967 GEOID HEIGHT- -31.17 (meters) GEOID03 EB2967 EB2967 HORZ ORDER - SECOND EB2967 EB2967.The North Carolina HARNS have been completed but, EB2967.due to contractual restrictions, coordinates for these stations EB2967.will NOT be published in the near future. In the interim, the EB2967.published coordinates in North Carolina will not be EB2967.consistent with the Continuously Operating Reference Stations EB2967.(CORS). The HARN coordinates for these stations are available EB2967.upon request. Contact Gary Thompson(919-733-3836). EB2967. EB2967.In addition, the published North Carolina positions EB2967.(NAD 83 (1986)) are NOT consistent with those determined in EB2967.adjacent state readjustments. The discontinuity between stations EB2967.located in North Carolina and those in adjacent states EB2967.which have been adjusted to the HARN may be as much as 5 EB2967.decimeters. This will result in a significant loss of accuracy EB2967.over lines crossing such state borders. EB2967 EB2967 EB2967.The horizontal coordinates were established by classical geodetic methods EB2967.and adjusted by the National Geodetic Survey in July 1986. EB2967 EB2967.The NAVD 88 height was computed by applying the VERTCON shift value to EB2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2967 EB2967.The Laplace correction was computed from DEFLEC99 derived deflections. EB2967 EB2967.The geoid height was determined by GEOID03. EB2967 EB2967; North East Units Scale Factor Converg. EB2967;SPC NC - 128,307.975 536,589.633 MT 0.99989090 -0 27 40.1 EB2967;SPC NC - 420,957.08 1,760,461.15 sFT 0.99989090 -0 27 40.1 EB2967;UTM 17 - 3,863,055.770 609,727.857 MT 0.99974839 +0 41 14.3 EB2967 EB2967! - Elev Factor x Scale Factor = Combined Factor EB2967!SPC NC - 0.99999060 x 0.99989090 = 0.99988150 EB2967!UTM 17 - 0.99999060 x 0.99974839 = 0.99973900 EB2967 EB2967: Primary Azimuth Mark Grid Az EB2967:SPC NC - CORDOVA RESET 219 30 38.3 EB2967:UTM 17 - CORDOVA RESET 218 21 43.9 EB2967 EB2967|---------------------------------------------------------------------| EB2967| PID Reference Object Distance Geod. Az | EB2967| dddmmss.s | EB2967| EB2950 CORDOVA RESET APPROX. 1.1 KM 2190258.2 | EB2967|---------------------------------------------------------------------| EB2967 EB2967 SUPERSEDED SURVEY CONTROL EB2967 EB2967 NAD 27 - 34 54 13.85623(N) 079 47 57.04119(W) AD( ) 2 EB2967 NGVD 29 (07/19/86) 91.3 (m) 300. (f) VERT ANG EB2967 EB2967.Superseded values are not recommended for survey control. EB2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2967.See file dsdata.txt to determine how the superseded data were derived. EB2967 EB2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0972863056(NAD 83) EB2967_MARKER: DE = TRAVERSE STATION DISK EB2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2967_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2967_STAMPING: NORMAN 1970 EB2967_MARK LOGO: NCGS EB2967_MAGNETIC: N = NO MAGNETIC MATERIAL EB2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2967+STABILITY: SURFACE MOTION EB2967 EB2967 HISTORY - Date Condition Report By EB2967 HISTORY - 1970 MONUMENTED NCGS EB2967 HISTORY - 1979 GOOD NCGS EB2967 EB2967 STATION DESCRIPTION EB2967 EB2967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2967'NORMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2967'VICINITY OF HAMLET, NORTH CAROLINA. EB2967' EB2967'NORMAN IS LOCATED APPROXIMATELY 2.8 MILES SSW OF ROCKINGHAM AND EB2967'1.8 MILES ESE OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2967'INTERSECTION OF US 74 AND US 1 IN ROCKINGHAM, GO SOUTHWEST ON US 1 EB2967'FOR 1.4 MILES TO INTERSECTION US 1 AND SR 1136, CONTINUE SOUTHWEST EB2967'ON US 1 FOR 1.25 MILES TO STATION RIGHT, YARD OWNED BY MR. NORMAN, EB2967'AND 0.2 MILE NORTHEAST OF US 1 AND SR 1106. EB2967' EB2967'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED NORMAN EB2967'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2967'FLUSH WITH THE SURFACE OF THE GROUND. EB2967' EB2967'MARK IS EB2967' EB2967'19.5 FEET NW OF C/L OF US 1. EB2967'58.7 FEET NNW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EB2967'36.6 FEET NE OF ALUMINUM REF. TAG ON TP. EB2967'39.7 FEET ENE OF BASE METAL BP SIGN. EB2967'61.5 FEET ESE OF SW CORNER OF GREEN SHINGLED HOUSE. EB2967'61.2 FEET SSE OF SE CORNER OF GREEN SHINGLED HOUSE. EB2967 EB2967 STATION RECOVERY (1979) EB2967 EB2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ACD) EB2967'THE STATION WAS RECOVERED ABOUT AS DESCRIBED. THE BASE OF THE BP SIGN EB2967'NO LONGER EXISTS AND THE STATION IS NOW 3 INCHES BELOW THE GROUND EB2967'SURFACE. EB2967' EB2967'THE LINE OF SIGHT TO NGS STATION CORDOVA IS BLOCKED BY LIMBS ON PECAN EB2967'TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5790 *********************************************************************** EZ5790 DESIGNATION - NORMAN EZ5790 PID - EZ5790 EZ5790 STATE/COUNTY- NC/RICHMOND EZ5790 USGS QUAD - NORMAN (1983) EZ5790 EZ5790 *CURRENT SURVEY CONTROL EZ5790 ___________________________________________________________________ EZ5790* NAD 83(1986)- 35 10 13.49428(N) 079 43 19.61232(W) ADJUSTED EZ5790* NAVD 88 - 189.0 (meters) 620. (feet) VERTCON EZ5790 ___________________________________________________________________ EZ5790 LAPLACE CORR- -3.93 (seconds) DEFLEC99 EZ5790 GEOID HEIGHT- -30.95 (meters) GEOID03 EZ5790 EZ5790 HORZ ORDER - SECOND EZ5790 EZ5790.The North Carolina HARNS have been completed but, EZ5790.due to contractual restrictions, coordinates for these stations EZ5790.will NOT be published in the near future. In the interim, the EZ5790.published coordinates in North Carolina will not be EZ5790.consistent with the Continuously Operating Reference Stations EZ5790.(CORS). The HARN coordinates for these stations are available EZ5790.upon request. Contact Gary Thompson(919-733-3836). EZ5790. EZ5790.In addition, the published North Carolina positions EZ5790.(NAD 83 (1986)) are NOT consistent with those determined in EZ5790.adjacent state readjustments. The discontinuity between stations EZ5790.located in North Carolina and those in adjacent states EZ5790.which have been adjusted to the HARN may be as much as 5 EZ5790.decimeters. This will result in a significant loss of accuracy EZ5790.over lines crossing such state borders. EZ5790 EZ5790 EZ5790.The horizontal coordinates were established by classical geodetic methods EZ5790.and adjusted by the National Geodetic Survey in March 1990. EZ5790 EZ5790.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5790 EZ5790.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5790 EZ5790.The geoid height was determined by GEOID03. EZ5790 EZ5790; North East Units Scale Factor Converg. EZ5790;SPC NC - 157,805.758 543,826.563 MT 0.99987359 -0 25 00.4 EZ5790;SPC NC - 517,734.39 1,784,204.32 sFT 0.99987359 -0 25 00.4 EZ5790;UTM 17 - 3,892,689.288 616,370.160 MT 0.99976689 +0 44 10.2 EZ5790 EZ5790! - Elev Factor x Scale Factor = Combined Factor EZ5790!SPC NC - 0.99997520 x 0.99987359 = 0.99984879 EZ5790!UTM 17 - 0.99997520 x 0.99976689 = 0.99974209 EZ5790 EZ5790 SUPERSEDED SURVEY CONTROL EZ5790 EZ5790 NGVD 29 (03/28/90) 189.2 (m) 621. (f) VERT ANG EZ5790 EZ5790.Superseded values are not recommended for survey control. EZ5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5790.See file dsdata.txt to determine how the superseded data were derived. EZ5790 EZ5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1637092689(NAD 83) EZ5790_MARKER: DE = TRAVERSE STATION DISK EZ5790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5790_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5790_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5790+STABILITY: SURFACE MOTION EZ5790 EZ5790 HISTORY - Date Condition Report By EZ5790 HISTORY - 1977 MONUMENTED NCGS EZ5790 EZ5790 STATION DESCRIPTION EZ5790 EZ5790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5790'THE STATION IS LOCATED IN NORMAN. EZ5790' EZ5790'THE STATION IS ABOUT 200 FEET SOUTH OF THE INTERSECTION OF US 220 EZ5790'(MCLEON AVENUE) AND SR 1321 (MOORE STREET) ON THE EAST SIDE OF US 220 EZ5790'IN REAR PARKING AREA OF RALPHS PLACE. EZ5790' EZ5790'STATION MARK IS A STANDARD DISK STAMPED---NORMAN 1977---SET IN THE TOP EZ5790'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5790'MARK IS 82.7 FEET NORTHEAST OF CENTERLINE OF US 220, 214.5 FEET EZ5790'SOUTHEAST OF CENTERLINE OF MOORE STREET, 6.0 FEET SOUTH-SOUTHEAST OF EZ5790'SERVICE POLE WITH REFERENCE TAG, 49.2 FEET NORTH OF NORTHEAST CORNER EZ5790'OF FRAME BUILDNG (RALPHS PLACE), 65.5 FEET WEST OF 10 INCH MAPLE WITH EZ5790'REFERENCE TAG AND 113.4 FEET NORTH-NORTHEAST OF SERVICE POLE ACROSS EZ5790'HIGHWAY WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2869 *********************************************************************** EB2869 DESIGNATION - OAK EB2869 PID - EB2869 EB2869 STATE/COUNTY- NC/RICHMOND EB2869 USGS QUAD - HAMLET (1982) EB2869 EB2869 *CURRENT SURVEY CONTROL EB2869 ___________________________________________________________________ EB2869* NAD 83(1986)- 34 53 11.96284(N) 079 42 46.50156(W) ADJUSTED EB2869* NAVD 88 - 117.5 (meters) 385. (feet) VERTCON EB2869 ___________________________________________________________________ EB2869 LAPLACE CORR- -4.81 (seconds) DEFLEC99 EB2869 GEOID HEIGHT- -31.47 (meters) GEOID03 EB2869 EB2869 HORZ ORDER - SECOND EB2869 EB2869.The North Carolina HARNS have been completed but, EB2869.due to contractual restrictions, coordinates for these stations EB2869.will NOT be published in the near future. In the interim, the EB2869.published coordinates in North Carolina will not be EB2869.consistent with the Continuously Operating Reference Stations EB2869.(CORS). The HARN coordinates for these stations are available EB2869.upon request. Contact Gary Thompson(919-733-3836). EB2869. EB2869.In addition, the published North Carolina positions EB2869.(NAD 83 (1986)) are NOT consistent with those determined in EB2869.adjacent state readjustments. The discontinuity between stations EB2869.located in North Carolina and those in adjacent states EB2869.which have been adjusted to the HARN may be as much as 5 EB2869.decimeters. This will result in a significant loss of accuracy EB2869.over lines crossing such state borders. EB2869 EB2869 EB2869.The horizontal coordinates were established by classical geodetic methods EB2869.and adjusted by the National Geodetic Survey in July 1986. EB2869 EB2869.The NAVD 88 height was computed by applying the VERTCON shift value to EB2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2869 EB2869.The Laplace correction was computed from DEFLEC99 derived deflections. EB2869 EB2869.The geoid height was determined by GEOID03. EB2869 EB2869; North East Units Scale Factor Converg. EB2869;SPC NC - 126,323.751 544,438.257 MT 0.99989277 -0 24 41.3 EB2869;SPC NC - 414,447.17 1,786,211.18 sFT 0.99989277 -0 24 41.3 EB2869;UTM 17 - 3,861,229.444 617,613.616 MT 0.99977049 +0 44 10.5 EB2869 EB2869! - Elev Factor x Scale Factor = Combined Factor EB2869!SPC NC - 0.99998649 x 0.99989277 = 0.99987926 EB2869!UTM 17 - 0.99998649 x 0.99977049 = 0.99975698 EB2869 EB2869|---------------------------------------------------------------------| EB2869| PID Reference Object Distance Geod. Az | EB2869| dddmmss.s | EB2869| EB2871 PIXIE 201.976 METERS 03714 | EB2869| EB2887 FAITH 369.419 METERS 25413 | EB2869|---------------------------------------------------------------------| EB2869 EB2869 SUPERSEDED SURVEY CONTROL EB2869 EB2869 NAD 27 - 34 53 11.40144(N) 079 42 47.30269(W) AD( ) 2 EB2869 NGVD 29 (07/19/86) 117.8 (m) 386. (f) VERT ANG EB2869 EB2869.Superseded values are not recommended for survey control. EB2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2869.See file dsdata.txt to determine how the superseded data were derived. EB2869 EB2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1761461229(NAD 83) EB2869_MARKER: DE = TRAVERSE STATION DISK EB2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2869_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2869_STAMPING: OAK 1970 EB2869_MARK LOGO: NCGS EB2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2869+STABILITY: SURFACE MOTION EB2869 EB2869 HISTORY - Date Condition Report By EB2869 HISTORY - 1970 MONUMENTED NCGS EB2869 EB2869 STATION DESCRIPTION EB2869 EB2869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2869'OAK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2869'VICINITY OF HAMLET, NORTH CAROLINA. EB2869' EB2869'OAK IS LOCATED APPROXIMATELY 0.8 MILE SOUTHWEST OF HAMLET. TO EB2869'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB2869'HAMLET, GO SOUTHWEST ON NC 177 FOR 0.75 MILE TO INTERSECTION OF NC EB2869'177 AND SR 1903, CONTINUE SOUTHWEST ON NC 177 FOR 0.05 MILE TO EB2869'STATION ON LEFT, AT END OF LONG CURVE, AND 0.2 MILE NORTHEAST OF EB2869'INTERSECTION OF NC 177 AND SR 1900. EB2869' EB2869'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED OAK EB2869'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2869'FLUSH WITH THE SURFACE OF THE GROUND. EB2869' EB2869'MARK IS EB2869' EB2869'39.4 FEET S OF C/L OF NC 177. EB2869'94.2 FEET ESE OF ALUMINUM REF. TAG ON TP. EB2869'73.5 FEET NNE OF ALUMINUM REF. TAG ON POST OF NC 177 DIRECTION EB2869'SIGN. 60.3 FEET S OF ALUMINUM REF. TAG ON POST OF SCHOOL CROSSING EB2869'SIGN. 128.3 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH PERSIMMON EB2869'TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2829 *********************************************************************** EB2829 DESIGNATION - OISE EB2829 PID - EB2829 EB2829 STATE/COUNTY- NC/RICHMOND EB2829 USGS QUAD - MARSTON (1982) EB2829 EB2829 *CURRENT SURVEY CONTROL EB2829 ___________________________________________________________________ EB2829* NAD 83(1986)- 34 56 47.75257(N) 079 36 44.72189(W) ADJUSTED EB2829* NAVD 88 - 130. (meters) 427. (feet) SCALED EB2829 ___________________________________________________________________ EB2829 LAPLACE CORR- -4.90 (seconds) DEFLEC99 EB2829 GEOID HEIGHT- -31.68 (meters) GEOID03 EB2829 EB2829 HORZ ORDER - FIRST EB2829 EB2829.The North Carolina HARNS have been completed but, EB2829.due to contractual restrictions, coordinates for these stations EB2829.will NOT be published in the near future. In the interim, the EB2829.published coordinates in North Carolina will not be EB2829.consistent with the Continuously Operating Reference Stations EB2829.(CORS). The HARN coordinates for these stations are available EB2829.upon request. Contact Gary Thompson(919-733-3836). EB2829. EB2829.In addition, the published North Carolina positions EB2829.(NAD 83 (1986)) are NOT consistent with those determined in EB2829.adjacent state readjustments. The discontinuity between stations EB2829.located in North Carolina and those in adjacent states EB2829.which have been adjusted to the HARN may be as much as 5 EB2829.decimeters. This will result in a significant loss of accuracy EB2829.over lines crossing such state borders. EB2829 EB2829 EB2829.The horizontal coordinates were established by classical geodetic methods EB2829.and adjusted by the National Geodetic Survey in July 1986. EB2829 EB2829.The orthometric height was scaled from a topographic map. EB2829 EB2829.The Laplace correction was computed from DEFLEC99 derived deflections. EB2829 EB2829.The geoid height was determined by GEOID03. EB2829 EB2829; North East Units Scale Factor Converg. EB2829;SPC NC - 132,911.436 553,664.664 MT 0.99988669 -0 21 12.5 EB2829;SPC NC - 436,060.27 1,816,481.49 sFT 0.99988669 -0 21 12.5 EB2829;UTM 17 - 3,867,999.950 626,705.222 MT 0.99979786 +0 47 41.7 EB2829 EB2829! - Elev Factor x Scale Factor = Combined Factor EB2829!SPC NC - 0.99998461 x 0.99988669 = 0.99987130 EB2829!UTM 17 - 0.99998461 x 0.99979786 = 0.99978247 EB2829 EB2829: Primary Azimuth Mark Grid Az EB2829:SPC NC - AINSE 224 42 39.9 EB2829:UTM 17 - AINSE 223 33 45.7 EB2829 EB2829|---------------------------------------------------------------------| EB2829| PID Reference Object Distance Geod. Az | EB2829| dddmmss.s | EB2829| EB3478 OISE RM 20.190 METERS 01305 | EB2829| EB2842 AINSE APPROX. 1.9 KM 2242127.4 | EB2829|---------------------------------------------------------------------| EB2829 EB2829 SUPERSEDED SURVEY CONTROL EB2829 EB2829 NAD 27 - 34 56 47.19680(N) 079 36 45.54425(W) AD( ) 1 EB2829 EB2829.Superseded values are not recommended for survey control. EB2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2829.See file dsdata.txt to determine how the superseded data were derived. EB2829 EB2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2670568000(NAD 83) EB2829_MARKER: DD = SURVEY DISK EB2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2829 EB2829 HISTORY - Date Condition Report By EB2829 HISTORY - 1918 MONUMENTED CGS EB2829 EB2829 STATION DESCRIPTION EB2829 EB2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2829'ON RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, AT FIRST CURVE EB2829'NORTH OF MILEPOST 247, AT INTERSECTION OF TANGENTS TO WEST RAIL EB2829'FROM SOUTH AND EAST RAIL FROM NORTH OF SOUTH-BOUND TRACK, IN EB2829'MIDDLE OF OLD RAILWAY ROADBED, AND ABOUT 30 METERS (98 FEET) EB2829'EAST OF EAST RAIL OF SOUTH-BOUND TRACK. SURFACE MARK WAS EB2829'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND EB2829'MARK WAS COPPER BOLT IN CONCRETE. SURFACE MARK FOUND EB2829'LYING ON GROUND IN 1933, AND UNDERGROUND MARK NOT EB2829'RECOVERED. REFERENCE MARK WAS STANDARD REFERENCE DISK IN EB2829'CONCRETE, IN OLD RAILWAY ROADBED, AND 20.19 METERS (66.2 EB2829'FEET) FROM STATION, BEARING N 13 DEG 05 MIN E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2137 *********************************************************************** EZ2137 DESIGNATION - OLD EZ2137 PID - EZ2137 EZ2137 STATE/COUNTY- NC/RICHMOND EZ2137 USGS QUAD - HOFFMAN (1982) EZ2137 EZ2137 *CURRENT SURVEY CONTROL EZ2137 ___________________________________________________________________ EZ2137* NAD 83(1986)- 35 03 03.66070(N) 079 30 58.61746(W) ADJUSTED EZ2137* NAVD 88 - 113.788 (meters) 373.32 (feet) ADJUSTED EZ2137 ___________________________________________________________________ EZ2137 LAPLACE CORR- -4.58 (seconds) DEFLEC99 EZ2137 GEOID HEIGHT- -31.78 (meters) GEOID03 EZ2137 DYNAMIC HT - 113.682 (meters) 372.97 (feet) COMP EZ2137 MODELED GRAV- 979,706.4 (mgal) NAVD 88 EZ2137 EZ2137 HORZ ORDER - SECOND EZ2137 VERT ORDER - FIRST CLASS II EZ2137 EZ2137.The North Carolina HARNS have been completed but, EZ2137.due to contractual restrictions, coordinates for these stations EZ2137.will NOT be published in the near future. In the interim, the EZ2137.published coordinates in North Carolina will not be EZ2137.consistent with the Continuously Operating Reference Stations EZ2137.(CORS). The HARN coordinates for these stations are available EZ2137.upon request. Contact Gary Thompson(919-733-3836). EZ2137. EZ2137.In addition, the published North Carolina positions EZ2137.(NAD 83 (1986)) are NOT consistent with those determined in EZ2137.adjacent state readjustments. The discontinuity between stations EZ2137.located in North Carolina and those in adjacent states EZ2137.which have been adjusted to the HARN may be as much as 5 EZ2137.decimeters. This will result in a significant loss of accuracy EZ2137.over lines crossing such state borders. EZ2137 EZ2137 EZ2137.The horizontal coordinates were established by classical geodetic methods EZ2137.and adjusted by the National Geodetic Survey in July 1986. EZ2137 EZ2137.The orthometric height was determined by differential leveling EZ2137.and adjusted by the National Geodetic Survey in June 1991. EZ2137 EZ2137.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2137 EZ2137.The geoid height was determined by GEOID03. EZ2137 EZ2137.The dynamic height is computed by dividing the NAVD 88 EZ2137.geopotential number by the normal gravity value computed on the EZ2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2137.degrees latitude (g = 980.6199 gals.). EZ2137 EZ2137.The modeled gravity was interpolated from observed gravity values. EZ2137 EZ2137; North East Units Scale Factor Converg. EZ2137;SPC NC - 144,444.290 562,505.921 MT 0.99987870 -0 17 52.7 EZ2137;SPC NC - 473,897.64 1,845,488.18 sFT 0.99987870 -0 17 52.7 EZ2137;UTM 17 - 3,879,706.988 635,312.770 MT 0.99982566 +0 51 08.1 EZ2137 EZ2137! - Elev Factor x Scale Factor = Combined Factor EZ2137!SPC NC - 0.99998713 x 0.99987870 = 0.99986583 EZ2137!UTM 17 - 0.99998713 x 0.99982566 = 0.99981279 EZ2137 EZ2137: Primary Azimuth Mark Grid Az EZ2137:SPC NC - PRODUCTS 056 35 46.5 EZ2137:UTM 17 - PRODUCTS 055 26 45.7 EZ2137 EZ2137|---------------------------------------------------------------------| EZ2137| PID Reference Object Distance Geod. Az | EZ2137| dddmmss.s | EZ2137| EZ2136 PRODUCTS APPROX. 0.6 KM 0561753.8 | EZ2137|---------------------------------------------------------------------| EZ2137 EZ2137 SUPERSEDED SURVEY CONTROL EZ2137 EZ2137 NAD 27 - 35 03 03.10745(N) 079 30 59.46356(W) AD( ) 2 EZ2137 NGVD 29 (10/06/93) 114.036 (m) 374.13 (f) ADJUSTED 1 2 EZ2137 EZ2137.Superseded values are not recommended for survey control. EZ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2137.See file dsdata.txt to determine how the superseded data were derived. EZ2137 EZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3531379707(NAD 83) EZ2137_MARKER: DE = TRAVERSE STATION DISK EZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2137_SP_SET: CONCRETE POST EZ2137_STAMPING: OLD 1972 EZ2137_MARK LOGO: NCGS EZ2137_PROJECTION: FLUSH EZ2137_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2137+STABILITY: SURFACE MOTION EZ2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2137+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999 EZ2137 EZ2137 HISTORY - Date Condition Report By EZ2137 HISTORY - 1972 MONUMENTED NCGS EZ2137 HISTORY - 1980 GOOD NCGS EZ2137 HISTORY - 1980 GOOD NCGS EZ2137 HISTORY - 1986 GOOD USPSQD EZ2137 HISTORY - 19990406 GOOD NCGS EZ2137 EZ2137 STATION DESCRIPTION EZ2137 EZ2137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2137'OLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2137'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ2137' EZ2137'OLD IS LOCATED APPROXIMATELY 2.3 MILES NORTHEAST OF HOFFMAN AND 7.4 EZ2137'MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM THE U. S. 1 EZ2137'BRIDGE OVER DROWNING CREEK, PROCEED SOUTHWEST ALONG US 1 FOR 1.55 EZ2137'MILES TO STATION ON RIGHT ON 4 FOOT BANK, 2.1 MILES NORTHEAST OF EZ2137'INTERSECTION WITH SR 1004. EZ2137' EZ2137'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED OLD EZ2137'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ2137'FLUSH WITH THE GROUND. EZ2137' EZ2137'MARK IS EZ2137'47.0 FEET NNW OF C/L OF US 1. EZ2137'31.2 FEET WSW OF C/L OF DRIVEWAY (N). EZ2137'15.4 FEET S OF TP NO. 2-495 500 BESIDE TELEPHONE JUNCTION BOS, AND EZ2137'WITH ALUMINUM REF. TAG. EZ2137'45.2 FEET E OF CHINABERRY TREE WITH ALUMINUM REF. TAG. EZ2137'126.0 FEET N OF PP NO. 5177 W/TRANSFORMER AND ALUMINUM REF. EZ2137'TAG. 7.0 FEET NW OF PROJECTION OF C/L OF US 1 LEADING SW. EZ2137 EZ2137 STATION RECOVERY (1980) EZ2137 EZ2137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ2137'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EZ2137'27.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY, 136.4 FEET EZ2137'SOUTHWEST OF A POWER POLE WITH REFERENCE TAG, 176.0 FEET SOUTHWEST OF EZ2137'SOUTHWEST CORNER OF BLOCK CHURCH BUILDING AND 13.1 FEET SOUTH OF EZ2137'WESTERNMOST OF TWO TELEPHONE PEDESTALS. EZ2137 EZ2137 STATION RECOVERY (1980) EZ2137 EZ2137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ2137'2.3 MI NE FROM HOFFMAN. EZ2137'1.55 MILES SOUTHWEST ALONG U.S. 1 FROM THE MOORE-RICHMOND COUNTY LINE EZ2137'AND BRIDGE OVER DROWNING CREEK, ON BANK ON SOUTHWEST SIDE OF A CHURCH EZ2137'BUILDING AND 2.1 MILES NORTHEAST OF INTERSECTION WITH SR 1004-BOSTICK EZ2137'ROAD-IN HOFFMAN, 47.0 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 27.5 EZ2137'FEET SOUTHWEST OF CENTERLINE OF DRIVEWAY, 15.4 FEET SOUTH OF TELEPHONE EZ2137'POLE 2-495 WITH REFERENCE TAG AND PEDESTAL, 13.1 FEET SOUTH OF EZ2137'WESTERNMOST OF TWO TELEPHONE PEDESTALS, 126.0 FEET NORTH OF POWER POLE EZ2137'5171 WITH REFERENCE TAG, 136.4 FEET SOUTHWEST OF POWER POLE WITH EZ2137'REFERENCE TAG AND 176.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE EZ2137'BLOCK CHURCH BUILDING. EZ2137'THE MARK IS 4 FT ABOVE HIGHWAY. EZ2137 EZ2137 STATION RECOVERY (1986) EZ2137 EZ2137'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EZ2137'RECOVERED IN GOOD CONDITION. EZ2137 EZ2137 STATION RECOVERY (1999) EZ2137 EZ2137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2137'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3001 *********************************************************************** EB3001 DESIGNATION - OSBORNE B EB3001 PID - EB3001 EB3001 STATE/COUNTY- NC/RICHMOND EB3001 USGS QUAD - DIGGS (1982) EB3001 EB3001 *CURRENT SURVEY CONTROL EB3001 ___________________________________________________________________ EB3001* NAD 83(1986)- 34 48 33.95338(N) 079 45 42.80685(W) ADJUSTED EB3001* NAVD 88 - 76. (meters) 249. (feet) SCALED EB3001 ___________________________________________________________________ EB3001 LAPLACE CORR- -4.00 (seconds) DEFLEC99 EB3001 GEOID HEIGHT- -31.49 (meters) GEOID03 EB3001 EB3001 HORZ ORDER - FIRST EB3001 EB3001.The North Carolina HARNS have been completed but, EB3001.due to contractual restrictions, coordinates for these stations EB3001.will NOT be published in the near future. In the interim, the EB3001.published coordinates in North Carolina will not be EB3001.consistent with the Continuously Operating Reference Stations EB3001.(CORS). The HARN coordinates for these stations are available EB3001.upon request. Contact Gary Thompson(919-733-3836). EB3001. EB3001.In addition, the published North Carolina positions EB3001.(NAD 83 (1986)) are NOT consistent with those determined in EB3001.adjacent state readjustments. The discontinuity between stations EB3001.located in North Carolina and those in adjacent states EB3001.which have been adjusted to the HARN may be as much as 5 EB3001.decimeters. This will result in a significant loss of accuracy EB3001.over lines crossing such state borders. EB3001 EB3001 EB3001.The horizontal coordinates were established by classical geodetic methods EB3001.and adjusted by the National Geodetic Survey in July 1986. EB3001 EB3001.The orthometric height was scaled from a topographic map. EB3001 EB3001.The Laplace correction was computed from DEFLEC99 derived deflections. EB3001 EB3001.The geoid height was determined by GEOID03. EB3001 EB3001; North East Units Scale Factor Converg. EB3001;SPC NC - 117,790.979 539,896.241 MT 0.99990220 -0 26 23.1 EB3001;SPC NC - 386,452.57 1,771,309.58 sFT 0.99990220 -0 26 23.1 EB3001;SPC SC - 330,733.209 722,882.475 MT 0.99999159 +0 41 11.1 EB3001;SPC SC - 1,085,082.71 2,371,661.66 iFT 0.99999159 +0 41 11.1 EB3001;UTM 17 - 3,852,608.599 613,243.919 MT 0.99975806 +0 42 24.7 EB3001 EB3001! - Elev Factor x Scale Factor = Combined Factor EB3001!SPC NC - 0.99999305 x 0.99990220 = 0.99989525 EB3001!SPC SC - 0.99999305 x 0.99999159 = 0.99998464 EB3001!UTM 17 - 0.99999305 x 0.99975806 = 0.99975111 EB3001 EB3001: Primary Azimuth Mark Grid Az EB3001:SPC NC - OSBORNE A 1918 197 04 48.4 EB3001:SPC SC - OSBORNE A 1918 195 57 14.2 EB3001:UTM 17 - OSBORNE A 1918 195 56 00.6 EB3001 EB3001|---------------------------------------------------------------------| EB3001| PID Reference Object Distance Geod. Az | EB3001| dddmmss.s | EB3001| EB3002 OSBORNE C 178.239 METERS 00059 | EB3001| EB3021 OSBORNE A 1918 APPROX. 1.3 KM 1963825.3 | EB3001| EB3486 OSBORNE B RM 17.790 METERS 24903 | EB3001|---------------------------------------------------------------------| EB3001 EB3001 SUPERSEDED SURVEY CONTROL EB3001 EB3001 NAD 27 - 34 48 33.39100(N) 079 45 43.57900(W) AD( ) 1 EB3001 EB3001.Superseded values are not recommended for survey control. EB3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3001.See file dsdata.txt to determine how the superseded data were derived. EB3001 EB3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1324452609(NAD 83) EB3001_MARKER: DS = TRIANGULATION STATION DISK EB3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3001 EB3001 HISTORY - Date Condition Report By EB3001 HISTORY - 1918 MONUMENTED CGS EB3001 HISTORY - 1967 MARK NOT FOUND CGS EB3001 HISTORY - 1972 MARK NOT FOUND NGS EB3001 EB3001 STATION DESCRIPTION EB3001 EB3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB3001'ABOUT 300 METERS (984 FEET) NORTH OF RAILWAY STATION AT OSBORNE, 1 EB3001'TELEGRAPH POLE SOUTH OF MILEPOST 260 OF SEABOARD AIR LINE RAILWAY, EB3001'55 METERS (180 FEET) NORTH OF POINT OF TANGENCY ON PROLONGATION OF EB3001'TANGENT TO EAST RAIL, AND 3.26 METERS (10.7 FEET) EAST OF EAST EB3001'RAIL. SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. EB3001'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. EB3001'REFERENCE MARK WAS STANDARD REFERENCE DISK IN CONCRETE. EB3001'11.72 METERS (38.5 FEET) FROM RAIL, AND 17.79 METERS (58.4 FEET) EB3001'FROM STATION, BEARING S 69 DEG 04 MIN W. STATION WAS NOT RECOVERED IN EB3001'1933. EB3001 EB3001 STATION RECOVERY (1967) EB3001 EB3001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB3001'NOT RECOVERED. BOTH SIDES OF THE TRACK HAVE BEEN GRADED HERE. EB3001'STATION WAS NOT RECOVERED IN 1933. EB3001' EB3001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.2 MILE NORTH OF EB3001'OSBORNE. EB3001 EB3001 STATION RECOVERY (1972) EB3001 EB3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) EB3001'SEARCHED FOR BUT NOT RECOVERED. NO TRACE OF STATION OR REFERENCE EB3001'MARK COULD BE FOUND. REPORTED DESTROYED PREVIOUS TO 1934. EB3001' EB3001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.2 MILE NORTH OF EB3001'OSBORNE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3002 *********************************************************************** EB3002 DESIGNATION - OSBORNE C EB3002 PID - EB3002 EB3002 STATE/COUNTY- NC/RICHMOND EB3002 USGS QUAD - DIGGS (1982) EB3002 EB3002 *CURRENT SURVEY CONTROL EB3002 ___________________________________________________________________ EB3002* NAD 83(1986)- 34 48 39.73654(N) 079 45 42.68742(W) ADJUSTED EB3002* NAVD 88 - 76. (meters) 249. (feet) SCALED EB3002 ___________________________________________________________________ EB3002 LAPLACE CORR- -4.00 (seconds) DEFLEC99 EB3002 GEOID HEIGHT- -31.48 (meters) GEOID03 EB3002 EB3002 HORZ ORDER - FIRST EB3002 EB3002.The North Carolina HARNS have been completed but, EB3002.due to contractual restrictions, coordinates for these stations EB3002.will NOT be published in the near future. In the interim, the EB3002.published coordinates in North Carolina will not be EB3002.consistent with the Continuously Operating Reference Stations EB3002.(CORS). The HARN coordinates for these stations are available EB3002.upon request. Contact Gary Thompson(919-733-3836). EB3002. EB3002.In addition, the published North Carolina positions EB3002.(NAD 83 (1986)) are NOT consistent with those determined in EB3002.adjacent state readjustments. The discontinuity between stations EB3002.located in North Carolina and those in adjacent states EB3002.which have been adjusted to the HARN may be as much as 5 EB3002.decimeters. This will result in a significant loss of accuracy EB3002.over lines crossing such state borders. EB3002 EB3002 EB3002.The horizontal coordinates were established by classical geodetic methods EB3002.and adjusted by the National Geodetic Survey in July 1986. EB3002 EB3002.The orthometric height was scaled from a topographic map. EB3002 EB3002.The Laplace correction was computed from DEFLEC99 derived deflections. EB3002 EB3002.The geoid height was determined by GEOID03. EB3002 EB3002; North East Units Scale Factor Converg. EB3002;SPC NC - 117,969.147 539,900.644 MT 0.99990199 -0 26 23.0 EB3002;SPC NC - 387,037.11 1,771,324.03 sFT 0.99990199 -0 26 23.0 EB3002;SPC SC - 330,911.444 722,883.375 MT 0.99999215 +0 41 11.1 EB3002;SPC SC - 1,085,667.47 2,371,664.62 iFT 0.99999215 +0 41 11.1 EB3002;UTM 17 - 3,852,786.793 613,244.755 MT 0.99975806 +0 42 24.8 EB3002 EB3002! - Elev Factor x Scale Factor = Combined Factor EB3002!SPC NC - 0.99999305 x 0.99990199 = 0.99989504 EB3002!SPC SC - 0.99999305 x 0.99999215 = 0.99998520 EB3002!UTM 17 - 0.99999305 x 0.99975806 = 0.99975111 EB3002 EB3002|---------------------------------------------------------------------| EB3002| PID Reference Object Distance Geod. Az | EB3002| dddmmss.s | EB3002| EB3001 OSBORNE B 178.239 METERS 18059 | EB3002| EB3003 OSBORNE D 374.708 METERS 35146 | EB3002|---------------------------------------------------------------------| EB3002 EB3002 SUPERSEDED SURVEY CONTROL EB3002 EB3002 NAD 27 - 34 48 39.17400(N) 079 45 43.45900(W) AD( ) 1 EB3002 EB3002.Superseded values are not recommended for survey control. EB3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3002.See file dsdata.txt to determine how the superseded data were derived. EB3002 EB3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1324552787(NAD 83) EB3002_MARKER: DS = TRIANGULATION STATION DISK EB3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EB3002_MARK LOGO: CGS EB3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3002+STABILITY: SURFACE MOTION EB3002 EB3002 HISTORY - Date Condition Report By EB3002 HISTORY - 1918 MONUMENTED CGS EB3002 HISTORY - 1972 MARK NOT FOUND NGS EB3002 EB3002 STATION DESCRIPTION EB3002 EB3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB3002'ABOUT 500 METERS (1,640 FEET ) NORTH OF RAILWAY STATION AT OSBORNE, 3 EB3002'TELEGRAPH POLES NORTH OF MILEPOST 260 OF SEABOARD AIR LINE RAILWAY, EB3002'ON PROLONGATION OF TANGENT TO WEST RAIL TO SOUTH, 30 METERS (98 FEET) EB3002'SOUTH OF POINT OF TANGENCY, AND 0.38 METER (1 .2 FEET) FROM RAIL. EB3002'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE. EB3002'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. EB3002'STATION WAS NOT RECOVERED IN 1933. EB3002 EB3002 STATION RECOVERY (1972) EB3002 EB3002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) EB3002'SEARCHED FOR BUT NOT RECOVERED. REPORTED DESTROYED PREVIOUS TO 1934. EB3002' EB3002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.3 MILE NORTH OF EB3002'OSBORNE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3003 *********************************************************************** EB3003 DESIGNATION - OSBORNE D EB3003 PID - EB3003 EB3003 STATE/COUNTY- NC/RICHMOND EB3003 USGS QUAD - DIGGS (1982) EB3003 EB3003 *CURRENT SURVEY CONTROL EB3003 ___________________________________________________________________ EB3003* NAD 83(1986)- 34 48 51.77094(N) 079 45 44.79755(W) ADJUSTED EB3003* NAVD 88 - 76. (meters) 249. (feet) SCALED EB3003 ___________________________________________________________________ EB3003 LAPLACE CORR- -4.01 (seconds) DEFLEC99 EB3003 GEOID HEIGHT- -31.48 (meters) GEOID03 EB3003 EB3003 HORZ ORDER - FIRST EB3003 EB3003.The North Carolina HARNS have been completed but, EB3003.due to contractual restrictions, coordinates for these stations EB3003.will NOT be published in the near future. In the interim, the EB3003.published coordinates in North Carolina will not be EB3003.consistent with the Continuously Operating Reference Stations EB3003.(CORS). The HARN coordinates for these stations are available EB3003.upon request. Contact Gary Thompson(919-733-3836). EB3003. EB3003.In addition, the published North Carolina positions EB3003.(NAD 83 (1986)) are NOT consistent with those determined in EB3003.adjacent state readjustments. The discontinuity between stations EB3003.located in North Carolina and those in adjacent states EB3003.which have been adjusted to the HARN may be as much as 5 EB3003.decimeters. This will result in a significant loss of accuracy EB3003.over lines crossing such state borders. EB3003 EB3003 EB3003.The horizontal coordinates were established by classical geodetic methods EB3003.and adjusted by the National Geodetic Survey in July 1986. EB3003 EB3003.The orthometric height was scaled from a topographic map. EB3003 EB3003.The Laplace correction was computed from DEFLEC99 derived deflections. EB3003 EB3003.The geoid height was determined by GEOID03. EB3003 EB3003; North East Units Scale Factor Converg. EB3003;SPC NC - 118,340.361 539,849.867 MT 0.99990154 -0 26 24.2 EB3003;SPC NC - 388,255.00 1,771,157.44 sFT 0.99990154 -0 26 24.2 EB3003;SPC SC - 331,281.623 722,825.308 MT 0.99999332 +0 41 10.0 EB3003;SPC SC - 1,086,881.97 2,371,474.11 iFT 0.99999332 +0 41 10.0 EB3003;UTM 17 - 3,853,156.864 613,186.569 MT 0.99975790 +0 42 23.8 EB3003 EB3003! - Elev Factor x Scale Factor = Combined Factor EB3003!SPC NC - 0.99999305 x 0.99990154 = 0.99989459 EB3003!SPC SC - 0.99999305 x 0.99999332 = 0.99998637 EB3003!UTM 17 - 0.99999305 x 0.99975790 = 0.99975095 EB3003 EB3003|---------------------------------------------------------------------| EB3003| PID Reference Object Distance Geod. Az | EB3003| dddmmss.s | EB3003| EB3004 OSBORNE E 229.179 METERS 01655 | EB3003| EB3002 OSBORNE C 374.708 METERS 17146 | EB3003| EB3487 OSBORNE D RM 14.260 METERS 31349 | EB3003|---------------------------------------------------------------------| EB3003 EB3003 SUPERSEDED SURVEY CONTROL EB3003 EB3003 NAD 27 - 34 48 51.20800(N) 079 45 45.57000(W) AD( ) 1 EB3003 EB3003.Superseded values are not recommended for survey control. EB3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3003.See file dsdata.txt to determine how the superseded data were derived. EB3003 EB3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1318753157(NAD 83) EB3003_MARKER: DS = TRIANGULATION STATION DISK EB3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3003 EB3003 HISTORY - Date Condition Report By EB3003 HISTORY - 1918 MONUMENTED CGS EB3003 HISTORY - 1964 SEE DESCRIPTION AMS EB3003 HISTORY - 1967 SEE DESCRIPTION CGS EB3003 HISTORY - 1972 GOOD NGS EB3003 EB3003 STATION DESCRIPTION EB3003 EB3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB3003'ABOUT THREE FOURTHS MILE NORTH OF RAILWAY STATION AT OSBORNE, 10 EB3003'TELEGRAPH POLES NORTH OF MILEPOST 260 OF SEABOARD AIR LINE RAILWAY, EB3003'ON PROLONGATION OF TANGENT TO EAST RAIL TO NORTH, 125 METERS (410 EB3003'FEET) NORTH OF POINT OF TANGENCY, AND 12.28 METERS (40.3 FEET) WEST EB3003'OF WEST RAIL. SURFACE MARK IS STANDARD DISK STATION MARK IN EB3003'CONCRETE. UNDERGROUND MARK IS COPPER BOLT IN CONCRETE, EB3003'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, EB3003'22.06 METERS (72.4 FEET) FROM RAIL, AND 14.26 METERS EB3003'(46.8 FEET) FROM STATION, BEARING N 46 DEG 11 MIN W. STATION EB3003'OSBORNE F (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS EB3003'VISIBILE FROM GROUND, BEARING N 26 DEG 40 MIN E. EB3003 EB3003 STATION RECOVERY (1964) EB3003 EB3003'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 (HGK) EB3003'SURFACE MARK FOUND DESTROYED, UNDERGROUND RECOVERED IN GOOD EB3003'CONDITION, REFERENCE MARK RECOVERED IN GOOD CONDITION. REFERENCE EB3003'MARK PROJECTS 0.1 FT AND IS A STAMPED OSBORNE D 1918. EB3003' EB3003'UNDERGROUND MARK IS ABOUT 1.2 FT. BELOW THE SURFACE AND IS 49.0 FT. EB3003'SOUTH OF RAILROAD SPIKE IN TELEPHONE POLE, 36.9 FT WEST OF WEST EB3003'RAIL. EB3003' EB3003'REFERENCE MARK IS 43.0 FT. SW OF RAILROAD SPIKE IN TELEPHONE POLE AND EB3003'73 FT. WEST OF WEST RAIL. EB3003' EB3003'TO REACH FROM POINT WHERE S.C. HWY. 177 CROSSES STATE LINE INTO NORTH EB3003'CAROLINA, GO NNE OF N.C. 177 FOR 1.3 MILES TO A DIRT ROAD RIGHT EB3003'(EAST). TURN RIGHT AND GO EAST FOR 0.2 MILES TO ROAD FORK, TAKE EB3003'RIGHT FORK AND GO SOUTH SOUTHEAST FOR 0.5 MILES TO RAILROAD, WALK EB3003'SOUTH ALONG RAILROAD FOR 750 FT. TO SAND PIT ON THE RIGHT AND EB3003'THE STATION AS DESCRIBED. EB3003 EB3003 STATION RECOVERY (1967) EB3003 EB3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB3003'UNDERGROUND MARK AND THE REFERENCE MARK WERE RECOVERED, SURFACE MARK EB3003'WITH DISK MISSING, WAS FOUND NEARBY. A NEW SURFACE MARK WAS SET EB3003'ABOVE THE UNDERGROUND MARK. EB3003' EB3003'STATION IS A STANDARD TRAVERSE DISK STAMPED D OSBORNE 1918, SET IN EB3003'THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH. IT EB3003'IS 0.4 MILE NORTH OF MILEPOST 260 OF SEABOARD AIRLINE RAILWAY EB3003'(ABOUT 10 TELEGRAPH POLES ), ON NORTHWARD PROLONGATION OF TANGENT EB3003'OF EAST RAIL, 410 FEET NORTH OF POINT OF TANGENCY (NOT RE CHECKED), EB3003'69 FEET SOUTH OF A SECTION OF RAIL DRIVEN IN ENDWISE AND PROJECTING EB3003'1.5 FEET, 49 FEET SOUTH OF TEL. POLE WITH RR SPIKE DRIVEN INTO IT 6 EB3003'FEET ABOVE GROUND, AND 36.8 FEET WEST OF THE WEST RAIL OF THE EB3003'TRACKS. IT IS ALSO 1.8 FEET NORTH OF A WITNESS POST. EB3003' EB3003'REFERENCE MARK IS A STANDARD DISK STAMPED D OSBORNE 1933 SET IN THE EB3003'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH, 72.5 FEET WEST OF EB3003'THE WEST RAIL 47 FEET SOUTHWEST OF THE PROJECTING SECTION OF RAIL AND EB3003'46.8 FEET NORTHWEST OF THE STATION. EB3003' EB3003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.7 MILE NORTH OF EB3003'OSBORNE. EB3003 EB3003 STATION RECOVERY (1972) EB3003 EB3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) EB3003'STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED BY NCS IN 1966 EB3003'AND FOUND TO BE IN GOOD CONDITION. THE 1966 DESCRIPTION IS EB3003'ADEQUATE. EB3003' EB3003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3/4 MILE NORTH OF EB3003'OSBORNE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3005 *********************************************************************** EB3005 DESIGNATION - OSBORNE F EB3005 PID - EB3005 EB3005 STATE/COUNTY- NC/RICHMOND EB3005 USGS QUAD - DIGGS (1982) EB3005 EB3005 *CURRENT SURVEY CONTROL EB3005 ___________________________________________________________________ EB3005* NAD 83(1986)- 34 49 11.81823(N) 079 45 32.58772(W) ADJUSTED EB3005* NAVD 88 - 79. (meters) 259. (feet) SCALED EB3005 ___________________________________________________________________ EB3005 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EB3005 GEOID HEIGHT- -31.47 (meters) GEOID03 EB3005 EB3005 HORZ ORDER - FIRST EB3005 EB3005.The North Carolina HARNS have been completed but, EB3005.due to contractual restrictions, coordinates for these stations EB3005.will NOT be published in the near future. In the interim, the EB3005.published coordinates in North Carolina will not be EB3005.consistent with the Continuously Operating Reference Stations EB3005.(CORS). The HARN coordinates for these stations are available EB3005.upon request. Contact Gary Thompson(919-733-3836). EB3005. EB3005.In addition, the published North Carolina positions EB3005.(NAD 83 (1986)) are NOT consistent with those determined in EB3005.adjacent state readjustments. The discontinuity between stations EB3005.located in North Carolina and those in adjacent states EB3005.which have been adjusted to the HARN may be as much as 5 EB3005.decimeters. This will result in a significant loss of accuracy EB3005.over lines crossing such state borders. EB3005 EB3005 EB3005.The horizontal coordinates were established by classical geodetic methods EB3005.and adjusted by the National Geodetic Survey in July 1986. EB3005 EB3005.The orthometric height was scaled from a topographic map. EB3005 EB3005.The Laplace correction was computed from DEFLEC99 derived deflections. EB3005 EB3005.The geoid height was determined by GEOID03. EB3005 EB3005; North East Units Scale Factor Converg. EB3005;SPC NC - 118,955.680 540,164.863 MT 0.99990081 -0 26 17.2 EB3005;SPC NC - 390,273.76 1,772,190.89 sFT 0.99990081 -0 26 17.2 EB3005;SPC SC - 331,903.071 723,128.178 MT 0.99999527 +0 41 16.7 EB3005;SPC SC - 1,088,920.84 2,372,467.78 iFT 0.99999527 +0 41 16.7 EB3005;UTM 17 - 3,853,778.275 613,489.144 MT 0.99975874 +0 42 31.2 EB3005 EB3005! - Elev Factor x Scale Factor = Combined Factor EB3005!SPC NC - 0.99999258 x 0.99990081 = 0.99989339 EB3005!SPC SC - 0.99999258 x 0.99999527 = 0.99998785 EB3005!UTM 17 - 0.99999258 x 0.99975874 = 0.99975132 EB3005 EB3005: Primary Azimuth Mark Grid Az EB3005:SPC NC - OSBORNE E 211 52 46.5 EB3005:SPC SC - OSBORNE E 210 45 12.6 EB3005:UTM 17 - OSBORNE E 210 43 58.1 EB3005 EB3005|---------------------------------------------------------------------| EB3005| PID Reference Object Distance Geod. Az | EB3005| dddmmss.s | EB3005| EB3488 OSBORNE F RM 7.750 METERS 20912 | EB3005| EB3004 OSBORNE E 467.083 METERS 2112629.3 | EB3005|---------------------------------------------------------------------| EB3005 EB3005 SUPERSEDED SURVEY CONTROL EB3005 EB3005 NAD 27 - 34 49 11.25400(N) 079 45 33.36200(W) AD( ) 1 EB3005 EB3005.Superseded values are not recommended for survey control. EB3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3005.See file dsdata.txt to determine how the superseded data were derived. EB3005 EB3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1348953778(NAD 83) EB3005_MARKER: DS = TRIANGULATION STATION DISK EB3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3005 EB3005 HISTORY - Date Condition Report By EB3005 HISTORY - 1918 MONUMENTED CGS EB3005 HISTORY - 1964 GOOD AMS EB3005 HISTORY - 1967 GOOD CGS EB3005 EB3005 STATION DESCRIPTION EB3005 EB3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB3005'ABOUT 1-1/2 MILES NORTH OF RAILWAY STATION AT OSBORNE, 25 TELEPHONE EB3005'POLES NORTH OF MILEPOST 260 OF SEABOARD AIR LINE RAILWAY, AT EB3005'INTERSECTION OF TANGENTS TO WEST RAIL TO SOUTH AND EAST RAIL TO EB3005'NORTH, AND 10.83 METERS (35 .5 FEET) EAST OF EAST RAIL. SURFACE MARK EB3005'IS STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND EB3005'MARK IS COPPER BOLT IN CONCRETE. REFERENCE MARK IS EB3005'STANDARD REFERENCE DISK IN CONCRETE, 7.75 METERS EB3005'(25.4 FEET) FROM RAIL, AND 20.58 METERS (67.5 FEET) FROM STATION EB3005'BEARING S 29 DEG 12 MIN W. STATION OSBORNE D (SEE DESCRIPTION AND EB3005'GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM GROUND, BEARING S EB3005'26 DEG 40 MIN W. EB3005 EB3005 STATION RECOVERY (1964) EB3005 EB3005'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 (HGK) EB3005'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK NOT EB3005'FOUND. ADDITIONAL INFORMATION, STATION MARK IS SET FLUSH AND IS EB3005'94.1 FT SSW OF RAILROAD SPIKE IN TELEPHONE POLE, 8.0 FT SE OF THE EB3005'EDGE OF CUT AND 35.0 FT SE OF THE EAST RAIL. EB3005' EB3005'TO REACH FROM THE POINT WHERE S.C. HWY. 177 CROSSES STATE LINE INTO EB3005'NORTH CAROLINA, GO NNE ON N.C. HWY. 177 FOR 1.3 MILES TO A DIRT ROAD EB3005'RIGHT (EAST) TURN RIGHT AND GO EAST FOR 0.2 MILE TO ROAD FORK, TAKE EB3005'RIGHT FORK AND GO SSE FOR 0.5 MILE TO RAILROAD, TURN LEFT AND GO EB3005'NNE ALONG WEST SIDE OF RAILROAD FOR 0.35 MILE TO CUT AND THE EB3005'STATION AS DESCRIBED. EB3005 EB3005 STATION RECOVERY (1967) EB3005 EB3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EB3005'STATION MARK RECOVERED IN GOOD CONDITION. RM NOT RECOVERED, PROBABLY EB3005'DESTROYED, AS THE RAILROAD CUT IS NOW 30 FEET BACK FROM THE RAIL. EB3005' EB3005'ABOUT 0.65 MILE NORTH OF MILEPOST 260 (0.35 SOUTH OF 259), OF THE EB3005'SEABOARD AIRLINE RAILWAY, AT INTERSECTION OF TANGENTS TO WEST RAIL EB3005'TO SOUTH AND EAST RAIL TO NORTH, AND 35.5 FEET EAST OF THE EAST EB3005'RAIL, 5 FEET SOUTH OF THE TOP OF THE CUT AND 2.5 FEET LOWER THAN EB3005'THE LIP OF THE CUT. THIS IS ABOUT THE CENTER OF THE CUT AS WELL EB3005'AS THE NEAR CENTER OF THE CURVE OF TRACK, AND IS THE FIRST CURVE EB3005'SOUTH OF MILEPOST 259. A STANDARD TRAVERSE DISK STAMPED F OSBORNE EB3005'1918, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH. EB3005' EB3005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1.05 MILES EB3005'NORTH OF OSBORNE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1564 *********************************************************************** EB1564 DESIGNATION - OVERAIL EB1564 PID - EB1564 EB1564 STATE/COUNTY- NC/RICHMOND EB1564 USGS QUAD - HAMLET (1982) EB1564 EB1564 *CURRENT SURVEY CONTROL EB1564 ___________________________________________________________________ EB1564* NAD 83(1986)- 34 53 30.00191(N) 079 42 13.73533(W) ADJUSTED EB1564* NAVD 88 - 111.130 (meters) 364.60 (feet) ADJUSTED EB1564 ___________________________________________________________________ EB1564 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EB1564 GEOID HEIGHT- -31.48 (meters) GEOID03 EB1564 DYNAMIC HT - 111.027 (meters) 364.26 (feet) COMP EB1564 MODELED GRAV- 979,705.7 (mgal) NAVD 88 EB1564 EB1564 HORZ ORDER - SECOND EB1564 VERT ORDER - FIRST CLASS II EB1564 EB1564.The North Carolina HARNS have been completed but, EB1564.due to contractual restrictions, coordinates for these stations EB1564.will NOT be published in the near future. In the interim, the EB1564.published coordinates in North Carolina will not be EB1564.consistent with the Continuously Operating Reference Stations EB1564.(CORS). The HARN coordinates for these stations are available EB1564.upon request. Contact Gary Thompson(919-733-3836). EB1564. EB1564.In addition, the published North Carolina positions EB1564.(NAD 83 (1986)) are NOT consistent with those determined in EB1564.adjacent state readjustments. The discontinuity between stations EB1564.located in North Carolina and those in adjacent states EB1564.which have been adjusted to the HARN may be as much as 5 EB1564.decimeters. This will result in a significant loss of accuracy EB1564.over lines crossing such state borders. EB1564 EB1564 EB1564.The horizontal coordinates were established by classical geodetic methods EB1564.and adjusted by the National Geodetic Survey in April 1991. EB1564 EB1564.The orthometric height was determined by differential leveling EB1564.and adjusted by the National Geodetic Survey in June 1991. EB1564 EB1564.The Laplace correction was computed from DEFLEC99 derived deflections. EB1564 EB1564.The geoid height was determined by GEOID03. EB1564 EB1564.The dynamic height is computed by dividing the NAVD 88 EB1564.geopotential number by the normal gravity value computed on the EB1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1564.degrees latitude (g = 980.6199 gals.). EB1564 EB1564.The modeled gravity was interpolated from observed gravity values. EB1564 EB1564; North East Units Scale Factor Converg. EB1564;SPC NC - 126,873.637 545,274.112 MT 0.99989222 -0 24 22.4 EB1564;SPC NC - 416,251.26 1,788,953.48 sFT 0.99989222 -0 24 22.4 EB1564;UTM 17 - 3,861,795.894 618,438.189 MT 0.99977289 +0 44 29.5 EB1564 EB1564! - Elev Factor x Scale Factor = Combined Factor EB1564!SPC NC - 0.99998750 x 0.99989222 = 0.99987972 EB1564!UTM 17 - 0.99998750 x 0.99977289 = 0.99976039 EB1564 EB1564 SUPERSEDED SURVEY CONTROL EB1564 EB1564 NGVD 29 (10/06/93) 111.400 (m) 365.48 (f) ADJUSTED 1 2 EB1564 EB1564.Superseded values are not recommended for survey control. EB1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1564.See file dsdata.txt to determine how the superseded data were derived. EB1564 EB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1843861796(NAD 83) EB1564_MARKER: DE = TRAVERSE STATION DISK EB1564_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EB1564+WITH SETTING: PAVEMENT EB1564_SP_SET: IN SIDEWALK ON BRIDGE EB1564_STAMPING: OVERAIL 1978 EB1564_MARK LOGO: NCGS EB1564_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1564+STABILITY: SURFACE MOTION EB1564 EB1564 HISTORY - Date Condition Report By EB1564 HISTORY - 1978 MONUMENTED NCGS EB1564 HISTORY - 1980 GOOD NCGS EB1564 EB1564 STATION DESCRIPTION EB1564 EB1564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1564'THE STATION IS LOCATED IN NORTHWEST SECTION OF HAMLET EB1564'ON THE NC 177 BRIDGE OVER THE SCL R/R IN THE CENTER OF THE NORTH EB1564'SIDEWALK OVER THE CENTER OF THE RAILROAD TRACK. EB1564' EB1564'STATION MARK IS A STANDARD DISK STAMPED---OVERAIL 1978---SET IN DRILL EB1564'HOLE. THE MARK IS 14.7 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 177, EB1564'2.4 FEET SOUTH-SOUTHEAST OF CENTER OF BRIDGE RAIL, 78.8 FEET EB1564'WEST-SOUTHWEST OF EAST END AND 76.0 FEET EAST-NORTHEAST OF WEST END OF EB1564'NORTH BRIDGE RAIL. EB1564 EB1564 STATION RECOVERY (1980) EB1564 EB1564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1564'IN HAMLET. EB1564'0.15 MILE SOUTHWEST ALONG N.C. 177 FROM INTERSECTION WITH U.S. 74 EB1564'IN HAMLET, SET IN NORTH WALK FOR HIGHWAY BRIDGE OVER SEABOARD EB1564'COAST LINE RAILROAD AND APPROXIMATELY MIDWAY OF BRIDGE, 14.9 FEET EB1564'NORTHWEST OF CENTERLINE OF HIGHWAY, 2.8 FEET SOUTHEAST OF NORTH EB1564'BRIDGE RAIL AND 79.0 FEET SOUTHWEST OF NORTHEAST CORNER OF BRIDGE. EB1564'THE MARK IS 0.5 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1562 *********************************************************************** EB1562 DESIGNATION - PACE EB1562 PID - EB1562 EB1562 STATE/COUNTY- NC/RICHMOND EB1562 USGS QUAD - HAMLET (1982) EB1562 EB1562 *CURRENT SURVEY CONTROL EB1562 ___________________________________________________________________ EB1562* NAD 83(1986)- 34 54 14.10054(N) 079 41 16.26274(W) ADJUSTED EB1562* NAVD 88 - 119.958 (meters) 393.56 (feet) ADJUSTED EB1562 ___________________________________________________________________ EB1562 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB1562 GEOID HEIGHT- -31.51 (meters) GEOID03 EB1562 DYNAMIC HT - 119.847 (meters) 393.20 (feet) COMP EB1562 MODELED GRAV- 979,706.9 (mgal) NAVD 88 EB1562 EB1562 HORZ ORDER - SECOND EB1562 VERT ORDER - FIRST CLASS II EB1562 EB1562.The North Carolina HARNS have been completed but, EB1562.due to contractual restrictions, coordinates for these stations EB1562.will NOT be published in the near future. In the interim, the EB1562.published coordinates in North Carolina will not be EB1562.consistent with the Continuously Operating Reference Stations EB1562.(CORS). The HARN coordinates for these stations are available EB1562.upon request. Contact Gary Thompson(919-733-3836). EB1562. EB1562.In addition, the published North Carolina positions EB1562.(NAD 83 (1986)) are NOT consistent with those determined in EB1562.adjacent state readjustments. The discontinuity between stations EB1562.located in North Carolina and those in adjacent states EB1562.which have been adjusted to the HARN may be as much as 5 EB1562.decimeters. This will result in a significant loss of accuracy EB1562.over lines crossing such state borders. EB1562 EB1562 EB1562.The horizontal coordinates were established by classical geodetic methods EB1562.and adjusted by the National Geodetic Survey in July 1986. EB1562 EB1562.The orthometric height was determined by differential leveling EB1562.and adjusted by the National Geodetic Survey in June 1991. EB1562 EB1562.The Laplace correction was computed from DEFLEC99 derived deflections. EB1562 EB1562.The geoid height was determined by GEOID03. EB1562 EB1562.The dynamic height is computed by dividing the NAVD 88 EB1562.geopotential number by the normal gravity value computed on the EB1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1562.degrees latitude (g = 980.6199 gals.). EB1562 EB1562.The modeled gravity was interpolated from observed gravity values. EB1562 EB1562; North East Units Scale Factor Converg. EB1562;SPC NC - 128,222.186 546,742.632 MT 0.99989091 -0 23 49.2 EB1562;SPC NC - 420,675.62 1,793,771.45 sFT 0.99989091 -0 23 49.2 EB1562;UTM 17 - 3,863,173.430 619,879.232 MT 0.99977712 +0 45 03.3 EB1562 EB1562! - Elev Factor x Scale Factor = Combined Factor EB1562!SPC NC - 0.99998612 x 0.99989091 = 0.99987703 EB1562!UTM 17 - 0.99998612 x 0.99977712 = 0.99976324 EB1562 EB1562: Primary Azimuth Mark Grid Az EB1562:SPC NC - ROCKINGHAM RESET 035 04 05.2 EB1562:UTM 17 - ROCKINGHAM RESET 033 55 12.7 EB1562 EB1562|---------------------------------------------------------------------| EB1562| PID Reference Object Distance Geod. Az | EB1562| dddmmss.s | EB1562| EB1559 ROCKINGHAM RESET APPROX. 0.7 KM 0344016.0 | EB1562|---------------------------------------------------------------------| EB1562 EB1562 SUPERSEDED SURVEY CONTROL EB1562 EB1562 NAD 27 - 34 54 13.54017(N) 079 41 17.06578(W) AD( ) 2 EB1562 NGVD 29 (10/06/93) 120.226 (m) 394.44 (f) ADJUSTED 1 2 EB1562 EB1562.Superseded values are not recommended for survey control. EB1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1562.See file dsdata.txt to determine how the superseded data were derived. EB1562 EB1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1987963173(NAD 83) EB1562_MARKER: DE = TRAVERSE STATION DISK EB1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1562_SP_SET: CONCRETE POST EB1562_STAMPING: PACE 1972 EB1562_MARK LOGO: NCGS EB1562_PROJECTION: FLUSH EB1562_MAGNETIC: N = NO MAGNETIC MATERIAL EB1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1562+STABILITY: SURFACE MOTION EB1562 EB1562 HISTORY - Date Condition Report By EB1562 HISTORY - 1970 MONUMENTED NCGS EB1562 HISTORY - 1980 GOOD NCGS EB1562 HISTORY - 1980 GOOD NCGS EB1562 HISTORY - 19890425 MARK NOT FOUND USPSQD EB1562 HISTORY - 19890425 MARK NOT FOUND USGS EB1562 EB1562 STATION DESCRIPTION EB1562 EB1562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB1562'PACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1562'VICINITY OF HAMLET, NORTH CAROLINA. EB1562' EB1562'PACE IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF HAMLET. TO EB1562'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB1562'HAMLET, GO NORTHWEST ON NC 177 FOR 1.2 MILES TO STATION ON LEFT, EB1562'APPROXIMATELY 200 FEET NORTH OF A PACE SERVICE STATION, AND 0.4 EB1562'MILE SOUTHEAST OF INTERSECTION OF NC 177 AND SR 1627. EB1562' EB1562'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PACE EB1562'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1562'FLUSH WITH THE SURFACE OF THE GROUND. EB1562' EB1562'MARK IS EB1562' EB1562'38.1 FEET NW OF C/L OF NC 177. EB1562'20.3 FEET NE OF ALUMINUM REF. TAG ON 4X4 POST. EB1562'76.9 FEET SSE OF 30 INCH PECAN TREE. EB1562'83.6 FEET S OF SE CORNER OF A CONCRETE BLOCK HOUSE. EB1562'32.3 FEET E OF NE CORNER OF RED SHINGLED HOUSE. EB1562'61.4 FEET SE OF 30 INCH CHINABALL TREE. EB1562 EB1562 STATION RECOVERY (1980) EB1562 EB1562'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1562'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EB1562'29.0 FEET SOUTHWEST OF A 4 INCH CHINABERRY WITH REFERENCE TAG, EB1562'112.3 FEET WEST OF A FIRE HYDRANT AND 113.1 FEET WEST OF A TELEPHONE EB1562'PEDESTAL. EB1562 EB1562 STATION RECOVERY (1980) EB1562 EB1562'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1562'IN HAMLET. EB1562'1.2 MILES NORTHEAST ALONG N.C. 177 FROM INTERSECTION WITH U.S. 74 EB1562'IN HAMLET, ON NORTHWEST SIDE OF HIGHWAY, APPROXIMATELY 300 FEET NORTH EB1562'AND ACROSS HIGHWAY FROM AN OLD STORE AND 0.4 MILE SOUTHWEST OF EB1562'INTERSECTION WITH SR 1627, 38.1 FEET NORTHWEST OF CENTERLINE OF EB1562'HIGHWAY, 76.9 FEET SOUTH-SOUTHEAST OF 30 INCH PECAN TREE, 83.6 FEET EB1562'SOUTH OF SOUTHEAST CORNER OF BLOCK BUILDING, 32.3 FEET EAST OF EB1562'NORTHEAST CORNER OF RED SHINGLE HOUSE, 29.0 FEET SOUTHWEST OF 4 INCH EB1562'CHINABALL TREE, 112.3 FEET WEST OF FIRE HYDRANT ACROSS HIGHWAY AND EB1562'AND 113.1 FEET WEST OF TELEPHONE PEDESTAL ACROSS HIGHWAY. EB1562'THE MARK IS 3 FT ABOVE HIGHWAY. EB1562 EB1562 STATION RECOVERY (1989) EB1562 EB1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDW) EB1562'MARK NOT FOUND. EB1562 EB1562 STATION RECOVERY (1989) EB1562 EB1562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW) EB1562'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3674 *********************************************************************** EB3674 DESIGNATION - PARK EB3674 PID - EB3674 EB3674 STATE/COUNTY- NC/RICHMOND EB3674 USGS QUAD - DIGGS (1982) EB3674 EB3674 *CURRENT SURVEY CONTROL EB3674 ___________________________________________________________________ EB3674* NAD 83(1986)- 34 52 21.79049(N) 079 49 57.64774(W) ADJUSTED EB3674* NAVD 88 - 61.3 (meters) 201. (feet) VERTCON EB3674 ___________________________________________________________________ EB3674 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EB3674 GEOID HEIGHT- -31.16 (meters) GEOID03 EB3674 EB3674 HORZ ORDER - SECOND EB3674 EB3674.The North Carolina HARNS have been completed but, EB3674.due to contractual restrictions, coordinates for these stations EB3674.will NOT be published in the near future. In the interim, the EB3674.published coordinates in North Carolina will not be EB3674.consistent with the Continuously Operating Reference Stations EB3674.(CORS). The HARN coordinates for these stations are available EB3674.upon request. Contact Gary Thompson(919-733-3836). EB3674. EB3674.In addition, the published North Carolina positions EB3674.(NAD 83 (1986)) are NOT consistent with those determined in EB3674.adjacent state readjustments. The discontinuity between stations EB3674.located in North Carolina and those in adjacent states EB3674.which have been adjusted to the HARN may be as much as 5 EB3674.decimeters. This will result in a significant loss of accuracy EB3674.over lines crossing such state borders. EB3674 EB3674 EB3674.The horizontal coordinates were established by classical geodetic methods EB3674.and adjusted by the National Geodetic Survey in March 1990. EB3674 EB3674.The NAVD 88 height was computed by applying the VERTCON shift value to EB3674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3674 EB3674.The Laplace correction was computed from DEFLEC99 derived deflections. EB3674 EB3674.The geoid height was determined by GEOID03. EB3674 EB3674; North East Units Scale Factor Converg. EB3674;SPC NC - 124,863.066 533,478.812 MT 0.99989434 -0 28 50.2 EB3674;SPC NC - 409,654.91 1,750,255.07 sFT 0.99989434 -0 28 50.2 EB3674;UTM 17 - 3,859,549.732 606,687.146 MT 0.99974028 +0 40 02.9 EB3674 EB3674! - Elev Factor x Scale Factor = Combined Factor EB3674!SPC NC - 0.99999527 x 0.99989434 = 0.99988961 EB3674!UTM 17 - 0.99999527 x 0.99974028 = 0.99973555 EB3674 EB3674 SUPERSEDED SURVEY CONTROL EB3674 EB3674 NGVD 29 (03/28/90) 61.5 (m) 202. (f) VERT ANG EB3674 EB3674.Superseded values are not recommended for survey control. EB3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3674.See file dsdata.txt to determine how the superseded data were derived. EB3674 EB3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0668759550(NAD 83) EB3674_MARKER: DE = TRAVERSE STATION DISK EB3674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3674_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3674_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3674+STABILITY: SURFACE MOTION EB3674 EB3674 HISTORY - Date Condition Report By EB3674 HISTORY - 1977 MONUMENTED NCGS EB3674 EB3674 STATION DESCRIPTION EB3674 EB3674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3674'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES SOUTH OF CORDOVA AND EB3674'5.7 MILES SOUTHWEST OF ROCKINGHAM. EB3674' EB3674'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3674'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3674'SOUTHWEST ALONG US 1 FOR 4.85 MILES TO STATION ON RIGHT IN ROAD EB3674'SHOULDER BY A 15 FEET BANK AND 0.7 MILE NORTHEAST OF SR 1104 EB3674'CROSSROAD. EB3674' EB3674'STATION MARK IS A STANDARD DISK STAMPED---PARK 1977---, SET IN THE TOP EB3674'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3674'MARK IS 16.9 FEET WEST-NORTHWEST OF THE CENTERLINE OF US 1, 2.9 FEET EB3674'SOUTH-SOUTHWEST OF A REFLECTOR BOARD WITH REFERENCE TAG ACROSS HIGHWAY EB3674'AND 73.1 FEET NORTH OF A 30 INCH PINE, 100.2 FEET WEST-SOUTHWEST OF A EB3674'24 INCH PINE AND 150.9 FEET SOUTHWEST OF EAST END OF CONCRETE CULVERT EB3674'UNDER US 1. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5792 *********************************************************************** EZ5792 DESIGNATION - PASTURE EZ5792 PID - EZ5792 EZ5792 STATE/COUNTY- NC/RICHMOND EZ5792 USGS QUAD - MOUNT GILEAD EAST (1994) EZ5792 EZ5792 *CURRENT SURVEY CONTROL EZ5792 ___________________________________________________________________ EZ5792* NAD 83(1986)- 35 09 02.35485(N) 079 54 23.24569(W) ADJUSTED EZ5792* NAVD 88 - 61.1 (meters) 200. (feet) VERTCON EZ5792 ___________________________________________________________________ EZ5792 LAPLACE CORR- -1.38 (seconds) DEFLEC99 EZ5792 GEOID HEIGHT- -30.65 (meters) GEOID03 EZ5792 EZ5792 HORZ ORDER - SECOND EZ5792 EZ5792.The North Carolina HARNS have been completed but, EZ5792.due to contractual restrictions, coordinates for these stations EZ5792.will NOT be published in the near future. In the interim, the EZ5792.published coordinates in North Carolina will not be EZ5792.consistent with the Continuously Operating Reference Stations EZ5792.(CORS). The HARN coordinates for these stations are available EZ5792.upon request. Contact Gary Thompson(919-733-3836). EZ5792. EZ5792.In addition, the published North Carolina positions EZ5792.(NAD 83 (1986)) are NOT consistent with those determined in EZ5792.adjacent state readjustments. The discontinuity between stations EZ5792.located in North Carolina and those in adjacent states EZ5792.which have been adjusted to the HARN may be as much as 5 EZ5792.decimeters. This will result in a significant loss of accuracy EZ5792.over lines crossing such state borders. EZ5792 EZ5792 EZ5792.The horizontal coordinates were established by classical geodetic methods EZ5792.and adjusted by the National Geodetic Survey in March 1990. EZ5792 EZ5792.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5792 EZ5792.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5792 EZ5792.The geoid height was determined by GEOID03. EZ5792 EZ5792; North East Units Scale Factor Converg. EZ5792;SPC NC - 155,751.509 527,015.903 MT 0.99987414 -0 31 23.4 EZ5792;SPC NC - 510,994.74 1,729,051.34 sFT 0.99987414 -0 31 23.4 EZ5792;UTM 17 - 3,890,297.534 599,606.411 MT 0.99972227 +0 37 46.7 EZ5792 EZ5792! - Elev Factor x Scale Factor = Combined Factor EZ5792!SPC NC - 0.99999523 x 0.99987414 = 0.99986937 EZ5792!UTM 17 - 0.99999523 x 0.99972227 = 0.99971750 EZ5792 EZ5792 SUPERSEDED SURVEY CONTROL EZ5792 EZ5792 NGVD 29 (03/28/90) 61.3 (m) 201. (f) VERT ANG EZ5792 EZ5792.Superseded values are not recommended for survey control. EZ5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5792.See file dsdata.txt to determine how the superseded data were derived. EZ5792 EZ5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9960690298(NAD 83) EZ5792_MARKER: DE = TRAVERSE STATION DISK EZ5792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5792_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5792_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5792+STABILITY: SURFACE MOTION EZ5792 EZ5792 HISTORY - Date Condition Report By EZ5792 HISTORY - 1977 MONUMENTED NCGS EZ5792 EZ5792 STATION DESCRIPTION EZ5792 EZ5792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5792'THE STATION IS LOCATED APPROXIMATELY 6.9 MILES SOUTHEAST OF MT GILEAD EZ5792'AND 9.8 MILES NORTHWEST OF ELLERBE. EZ5792' EZ5792'TO REACH THE STATION FROM THE NC 73 BRIDGE OVER THE MAIN CHANNEL OF EZ5792'LITTLE RIVER, PROCEED EASTERLY ALONG NC 73 FOR 0.55 MILE TO STATION ON EZ5792'THE RIGHT, IN SOUTHWEST CORNER OF WOODS (2 FEET LOWER THAN ROAD) AND EZ5792'0.25 MILE EAST OF T INTERSECTION WITH SR 1154. EZ5792' EZ5792'STATION MARK IS A STANDARD DISK STAMPED---PASTURE 1977---SET IN THE EZ5792'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES ABOVE THE GROUND SURFACE. EZ5792'THE MARK IS 51.9 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 73 AND 3.3 EZ5792'FEET NORTH-NORTHWEST OF 16 INCH OAK, 10.6 FEET EAST-SOUTHEAST OF 6 EZ5792'INCH GUM, 88.9 FEET WEST OF POWER POLE AND 56.1 FEET SOUTH OF 8 INCH EZ5792'FENCE LINE OAK ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5793 *********************************************************************** EZ5793 DESIGNATION - PAUL EZ5793 PID - EZ5793 EZ5793 STATE/COUNTY- NC/RICHMOND EZ5793 USGS QUAD - ELLERBE (1982) EZ5793 EZ5793 *CURRENT SURVEY CONTROL EZ5793 ___________________________________________________________________ EZ5793* NAD 83(1986)- 35 06 02.10822(N) 079 45 34.92150(W) ADJUSTED EZ5793* NAVD 88 - 165.3 (meters) 542. (feet) VERTCON EZ5793 ___________________________________________________________________ EZ5793 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EZ5793 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5793 EZ5793 HORZ ORDER - SECOND EZ5793 EZ5793.The North Carolina HARNS have been completed but, EZ5793.due to contractual restrictions, coordinates for these stations EZ5793.will NOT be published in the near future. In the interim, the EZ5793.published coordinates in North Carolina will not be EZ5793.consistent with the Continuously Operating Reference Stations EZ5793.(CORS). The HARN coordinates for these stations are available EZ5793.upon request. Contact Gary Thompson(919-733-3836). EZ5793. EZ5793.In addition, the published North Carolina positions EZ5793.(NAD 83 (1986)) are NOT consistent with those determined in EZ5793.adjacent state readjustments. The discontinuity between stations EZ5793.located in North Carolina and those in adjacent states EZ5793.which have been adjusted to the HARN may be as much as 5 EZ5793.decimeters. This will result in a significant loss of accuracy EZ5793.over lines crossing such state borders. EZ5793 EZ5793 EZ5793.The horizontal coordinates were established by classical geodetic methods EZ5793.and adjusted by the National Geodetic Survey in March 1990. EZ5793 EZ5793.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5793 EZ5793.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5793 EZ5793.The geoid height was determined by GEOID03. EZ5793 EZ5793; North East Units Scale Factor Converg. EZ5793;SPC NC - 150,085.414 540,343.795 MT 0.99987605 -0 26 18.5 EZ5793;SPC NC - 492,405.23 1,772,777.93 sFT 0.99987605 -0 26 18.5 EZ5793;UTM 17 - 3,884,901.340 613,043.732 MT 0.99975749 +0 42 47.8 EZ5793 EZ5793! - Elev Factor x Scale Factor = Combined Factor EZ5793!SPC NC - 0.99997892 x 0.99987605 = 0.99985497 EZ5793!UTM 17 - 0.99997892 x 0.99975749 = 0.99973641 EZ5793 EZ5793 SUPERSEDED SURVEY CONTROL EZ5793 EZ5793 NGVD 29 (03/28/90) 165.5 (m) 543. (f) VERT ANG EZ5793 EZ5793.Superseded values are not recommended for survey control. EZ5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5793.See file dsdata.txt to determine how the superseded data were derived. EZ5793 EZ5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1304484901(NAD 83) EZ5793_MARKER: DE = TRAVERSE STATION DISK EZ5793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5793_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5793_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5793+STABILITY: SURFACE MOTION EZ5793 EZ5793 HISTORY - Date Condition Report By EZ5793 HISTORY - 1977 MONUMENTED NCGS EZ5793 EZ5793 STATION DESCRIPTION EZ5793 EZ5793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5793'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF ELLERBE AND EZ5793'3.9 MILES SOUTH-SOUTHWEST OF PLAINVIEW. EZ5793' EZ5793'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH EZ5793'OF ELLERBE, PROCEED NORTHERLY ALONG US 220 AND NC 73 FOR 0.7 MILE TO EZ5793'SR 1317 ON LEFT, THENCE NORTHWEST ALONG SR 1317 FOR 0.25 MILE TO DIRT EZ5793'DRIVEWAY ON LEFT, THENCE WEST ALONG DRIVEWAY FOR 0.05 MILE TO TOP OF EZ5793'RISE AND STATION ON PROPERTY LINE BETWEEN TWO WHITE FRAME HOUSES. EZ5793' EZ5793'STATION MARK IS A STANDARD DISK STAMPED---PAUL 1977---, SET IN THE TOP EZ5793'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5793'MARK IS 231.4 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1317, 38.7 EZ5793'FEET WEST-SOUTHWEST OF A 12 INCH HICKORY WITH REFERENCE TAG, 46.1 FEET EZ5793'NORTHWEST OF A 14 INCH HICKORY, 38.5 FEET NORTH OF A 15 INCH HICKORY EZ5793'AND 16.4 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF FRAME SHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1565 *********************************************************************** EB1565 DESIGNATION - PAULS EB1565 PID - EB1565 EB1565 STATE/COUNTY- NC/RICHMOND EB1565 USGS QUAD - HAMLET (1982) EB1565 EB1565 *CURRENT SURVEY CONTROL EB1565 ___________________________________________________________________ EB1565* NAD 83(1986)- 34 53 22.08230(N) 079 42 30.03513(W) ADJUSTED EB1565* NAVD 88 - 123.108 (meters) 403.90 (feet) ADJUSTED EB1565 ___________________________________________________________________ EB1565 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB1565 GEOID HEIGHT- -31.47 (meters) GEOID03 EB1565 DYNAMIC HT - 122.994 (meters) 403.52 (feet) COMP EB1565 MODELED GRAV- 979,705.6 (mgal) NAVD 88 EB1565 EB1565 HORZ ORDER - SECOND EB1565 VERT ORDER - FIRST CLASS II EB1565 EB1565.The North Carolina HARNS have been completed but, EB1565.due to contractual restrictions, coordinates for these stations EB1565.will NOT be published in the near future. In the interim, the EB1565.published coordinates in North Carolina will not be EB1565.consistent with the Continuously Operating Reference Stations EB1565.(CORS). The HARN coordinates for these stations are available EB1565.upon request. Contact Gary Thompson(919-733-3836). EB1565. EB1565.In addition, the published North Carolina positions EB1565.(NAD 83 (1986)) are NOT consistent with those determined in EB1565.adjacent state readjustments. The discontinuity between stations EB1565.located in North Carolina and those in adjacent states EB1565.which have been adjusted to the HARN may be as much as 5 EB1565.decimeters. This will result in a significant loss of accuracy EB1565.over lines crossing such state borders. EB1565 EB1565 EB1565.The horizontal coordinates were established by classical geodetic methods EB1565.and adjusted by the National Geodetic Survey in July 1986. EB1565 EB1565.The orthometric height was determined by differential leveling EB1565.and adjusted by the National Geodetic Survey in June 1991. EB1565 EB1565.The Laplace correction was computed from DEFLEC99 derived deflections. EB1565 EB1565.The geoid height was determined by GEOID03. EB1565 EB1565.The dynamic height is computed by dividing the NAVD 88 EB1565.geopotential number by the normal gravity value computed on the EB1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1565.degrees latitude (g = 980.6199 gals.). EB1565 EB1565.The modeled gravity was interpolated from observed gravity values. EB1565 EB1565; North East Units Scale Factor Converg. EB1565;SPC NC - 126,632.560 544,858.554 MT 0.99989246 -0 24 31.8 EB1565;SPC NC - 415,460.32 1,787,590.11 sFT 0.99989246 -0 24 31.8 EB1565;UTM 17 - 3,861,546.572 618,027.593 MT 0.99977169 +0 44 20.1 EB1565 EB1565! - Elev Factor x Scale Factor = Combined Factor EB1565!SPC NC - 0.99998562 x 0.99989246 = 0.99987808 EB1565!UTM 17 - 0.99998562 x 0.99977169 = 0.99975731 EB1565 EB1565: Primary Azimuth Mark Grid Az EB1565:SPC NC - KELLY 058 11 07.5 EB1565:UTM 17 - KELLY 057 02 15.6 EB1565 EB1565|---------------------------------------------------------------------| EB1565| PID Reference Object Distance Geod. Az | EB1565| dddmmss.s | EB1565| EB2861 KELLY APPROX. 1.0 KM 0574635.7 | EB1565| EB2870 BRIDGE 455.268 METERS 0591153.0 | EB1565| EB2871 PIXIE 332.233 METERS 24258 | EB1565| EB1566 RICE 102.266 METERS 24659 | EB1565|---------------------------------------------------------------------| EB1565 EB1565 SUPERSEDED SURVEY CONTROL EB1565 EB1565 NAD 27 - 34 53 21.52018(N) 079 42 30.83882(W) AD( ) 2 EB1565 NGVD 29 (10/06/93) 123.379 (m) 404.79 (f) ADJUSTED 1 2 EB1565 EB1565.Superseded values are not recommended for survey control. EB1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1565.See file dsdata.txt to determine how the superseded data were derived. EB1565 EB1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1802861547(NAD 83) EB1565_MARKER: DE = TRAVERSE STATION DISK EB1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1565_SP_SET: CONCRETE POST EB1565_STAMPING: PAULS 1970 EB1565_MARK LOGO: NCGS EB1565_PROJECTION: RECESSED 3 CENTIMETERS EB1565_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1565+STABILITY: SURFACE MOTION EB1565 EB1565 HISTORY - Date Condition Report By EB1565 HISTORY - 1970 MONUMENTED NCGS EB1565 HISTORY - 1980 GOOD NCGS EB1565 HISTORY - 1980 GOOD NCGS EB1565 HISTORY - 19930726 GOOD NCGS EB1565 EB1565 STATION DESCRIPTION EB1565 EB1565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1565'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EB1565'52.9 FEET WEST OF POWER POLE 1081 WITH REFERENCE TAG, 44.6 FEET SOUTH EB1565'OF A TELEPHONE BRACE POLE WITH REFERENCE TAG AND 84.4 FEET SOUTH OF EB1565'A FIRE HYDRANT AND 1 INCH BELOW THE GROUND SURFACE. THE OLD DISTANCE EB1565'TO THE HYDRANT WAS WRONG AND THE POLES HAVE BEEN MOVED. EB1565 EB1565 STATION RECOVERY (1980) EB1565 EB1565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1565'IN HAMLET. EB1565'0.45 MILE SOUTHWEST ALONG N.C. 177-MARBORO STREET-INTERSECTION WITH EB1565'U.S. 74 IN HAMLET, AT INTERSECTION WITH BAUERSFELD STREET BETWEEN THE EB1565'CURB AND SIDEWALK, 1.0 FOOT SOUTHEAST OF CURB, 16.8 FEET SOUTHEAST OF EB1565'CENTERLINE OF HIGHWAY, 33.0 FEET SOUTHWEST OF CENTERLINE OF STREET, EB1565'52.9 FEET WEST OF POWER POLE 1081 WITH REFERENCE TAG, 44.6 FEET SOUTH EB1565'OF TELEPHONE BRACE POLE WITH REFERENCE TAG AND 84.4 FEET SOUTH OF TOP EB1565'OF FIRE HYDRANT. EB1565'THE MARK IS 0.5 FT ABOVE HIGHWAY. EB1565 EB1565 STATION RECOVERY (1993) EB1565 EB1565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1565'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3941 *********************************************************************** EB3941 DESIGNATION - PAULS RESET EB3941 PID - EB3941 EB3941 STATE/COUNTY- NC/RICHMOND EB3941 USGS QUAD - HAMLET (1982) EB3941 EB3941 *CURRENT SURVEY CONTROL EB3941 ___________________________________________________________________ EB3941* NAD 83(1986)- 34 53 22.09049(N) 079 42 30.02346(W) ADJUSTED EB3941* NAVD 88 - 123. (meters) 404. (feet) SCALED EB3941 ___________________________________________________________________ EB3941 LAPLACE CORR- -4.80 (seconds) DEFLEC99 EB3941 GEOID HEIGHT- -31.47 (meters) GEOID03 EB3941 EB3941 HORZ ORDER - SECOND EB3941 EB3941.The North Carolina HARNS have been completed but, EB3941.due to contractual restrictions, coordinates for these stations EB3941.will NOT be published in the near future. In the interim, the EB3941.published coordinates in North Carolina will not be EB3941.consistent with the Continuously Operating Reference Stations EB3941.(CORS). The HARN coordinates for these stations are available EB3941.upon request. Contact Gary Thompson(919-733-3836). EB3941. EB3941.In addition, the published North Carolina positions EB3941.(NAD 83 (1986)) are NOT consistent with those determined in EB3941.adjacent state readjustments. The discontinuity between stations EB3941.located in North Carolina and those in adjacent states EB3941.which have been adjusted to the HARN may be as much as 5 EB3941.decimeters. This will result in a significant loss of accuracy EB3941.over lines crossing such state borders. EB3941 EB3941 EB3941.The horizontal coordinates were established by classical geodetic methods EB3941.and adjusted by the National Geodetic Survey in April 1991. EB3941 EB3941.The orthometric height was scaled from a topographic map. EB3941 EB3941.The Laplace correction was computed from DEFLEC99 derived deflections. EB3941 EB3941.The geoid height was determined by GEOID03. EB3941 EB3941; North East Units Scale Factor Converg. EB3941;SPC NC - 126,632.811 544,858.852 MT 0.99989246 -0 24 31.8 EB3941;SPC NC - 415,461.15 1,787,591.08 sFT 0.99989246 -0 24 31.8 EB3941;UTM 17 - 3,861,546.828 618,027.886 MT 0.99977169 +0 44 20.1 EB3941 EB3941! - Elev Factor x Scale Factor = Combined Factor EB3941!SPC NC - 0.99998562 x 0.99989246 = 0.99987808 EB3941!UTM 17 - 0.99998562 x 0.99977169 = 0.99975731 EB3941 EB3941 SUPERSEDED SURVEY CONTROL EB3941 EB3941.No superseded survey control is available for this station. EB3941 EB3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1802861547(NAD 83) EB3941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EB3941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3941_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3941_STAMPING: PAULS 1970 EB3941_MARK LOGO: NCGS EB3941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3941+STABILITY: SURFACE MOTION EB3941 EB3941 HISTORY - Date Condition Report By EB3941 HISTORY - UNK MONUMENTED EB3941 HISTORY - 1978 GOOD NCGS EB3941 EB3941 STATION DESCRIPTION EB3941 EB3941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB3941'THE STATION WAS RECOVERED BUT APPEARS TO HAVE BEEN MOVED. EB3941'THE FOLLOWING CORRECTIONS SHOULD BE INCORPORATED. EB3941' EB3941'STATION MARK IS A STANDARD DISK STAMPED---PAULS 1970---SET IN TOP OF EB3941'A 6 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3941'THE MARK IS 16.5 FEET SOUTH OF CENTERLINE NC 177, 33.5 FEET WEST OF EB3941'CENTERLINE OF BAUERSFIELD STREET, 44.5 FEET SOUTH OF TELEPHONE POLE EB3941'BRACE POLE WITH REFERENCE TAG, 52.1 FEET SOUTH OF TOP OF FIRE HYDRANT, EB3941'52.7 FEET WEST OF POWR POLE 1081 WITH REFERENCE TAG, 66.7 FEET EB3941'SOUTHWEST OF POWER POLE WITH TRANSFORMER AND WITH REFERENCE TAG AND EB3941'84.3 FEET NORTHEAST OF TELEPHONE POLE 1084 WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2992 *********************************************************************** EB2992 DESIGNATION - PEE DEE RM 1 AZIMUTH EB2992 PID - EB2992 EB2992 STATE/COUNTY- NC/RICHMOND EB2992 USGS QUAD - ROCKINGHAM (1982) EB2992 EB2992 *CURRENT SURVEY CONTROL EB2992 ___________________________________________________________________ EB2992* NAD 83(1986)- 34 57 35.29782(N) 079 50 59.55153(W) ADJUSTED EB2992* NAVD 88 - 115.44 (meters) 378.7 (feet) LEVELING EB2992 ___________________________________________________________________ EB2992 LAPLACE CORR- -3.20 (seconds) DEFLEC99 EB2992 GEOID HEIGHT- -30.95 (meters) GEOID03 EB2992 EB2992 HORZ ORDER - SECOND EB2992 VERT ORDER - THIRD ? EB2992 EB2992.The North Carolina HARNS have been completed but, EB2992.due to contractual restrictions, coordinates for these stations EB2992.will NOT be published in the near future. In the interim, the EB2992.published coordinates in North Carolina will not be EB2992.consistent with the Continuously Operating Reference Stations EB2992.(CORS). The HARN coordinates for these stations are available EB2992.upon request. Contact Gary Thompson(919-733-3836). EB2992. EB2992.In addition, the published North Carolina positions EB2992.(NAD 83 (1986)) are NOT consistent with those determined in EB2992.adjacent state readjustments. The discontinuity between stations EB2992.located in North Carolina and those in adjacent states EB2992.which have been adjusted to the HARN may be as much as 5 EB2992.decimeters. This will result in a significant loss of accuracy EB2992.over lines crossing such state borders. EB2992 EB2992 EB2992.The horizontal coordinates were established by classical geodetic methods EB2992.and adjusted by the National Geodetic Survey in July 1986. EB2992 EB2992.The orthometric height was determined by differential leveling. EB2992.The vertical network tie was performed by a horz. field party for horz. EB2992.obs reductions. Reset procedures were used to establish the elevation. EB2992 EB2992.The Laplace correction was computed from DEFLEC99 derived deflections. EB2992 EB2992.The geoid height was determined by GEOID03. EB2992 EB2992; North East Units Scale Factor Converg. EB2992;SPC NC - 134,536.136 531,989.564 MT 0.99988550 -0 29 25.9 EB2992;SPC NC - 441,390.64 1,745,369.09 sFT 0.99988550 -0 29 25.9 EB2992;UTM 17 - 3,869,189.536 605,004.509 MT 0.99973589 +0 39 32.7 EB2992 EB2992! - Elev Factor x Scale Factor = Combined Factor EB2992!SPC NC - 0.99998674 x 0.99988550 = 0.99987224 EB2992!UTM 17 - 0.99998674 x 0.99973589 = 0.99972263 EB2992 EB2992 SUPERSEDED SURVEY CONTROL EB2992 EB2992 NGVD 29 (07/19/86) 115.70 (m) 379.6 (f) LEVELING 3 EB2992 EB2992.Superseded values are not recommended for survey control. EB2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2992.See file dsdata.txt to determine how the superseded data were derived. EB2992 EB2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0500569190(NAD 83) EB2992_MARKER: DR = REFERENCE MARK DISK EB2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2992_STAMPING: PEE DEE NO 1 1933 EB2992_MARK LOGO: CGS EB2992_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2992+STABILITY: SURFACE MOTION EB2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2992+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997 EB2992 EB2992 HISTORY - Date Condition Report By EB2992 HISTORY - 1933 MONUMENTED CGS EB2992 HISTORY - 19970806 GOOD NCGS EB2992 EB2992 STATION DESCRIPTION EB2992 EB2992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC) EB2992'STATION IS LOCATED 5.0 MI (8.0 KM) WEST-NORTHWEST OF ROCKINGHAM AND EB2992'0.5 MI (0.8 KM) EAST OF THE PEE DEE RIVER. PROCEED ALONG US 74 FOR 0.3 EB2992'MI (0.5 KM) EAST FROM THE BRIDGE OVER THE PEE DEE RIVER EB2992'(ANSON-RICHMOND COUNTY LINE), THENCE NORTHEAST FOR 1.3 MI (2.1 KM) EB2992'ALONG SR 1140 (OLD CHARLOTTE HIGHWAY), TO THE STATION ON THE SOUTHEAST EB2992'SIDE OF THE ROAD. MARK IS ABOUT 1-FOOT HIGHER THAN SR 1140 AND EB2992'PROJECTS 3 INCHES ABOVE GROUND. LOCATED 29.0 FT (8.8 M) EB2992'SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1140, 60.0 FT (18.3 M) EB2992'WEST-SOUTHWEST OF A PEDESTAL, 84.8 FT (25.8 M) SOUTH-SOUTHWEST OF A EB2992'FIRE HYDRANT, AND 84.5 FT (25.8 M) NORTH-NORTHWEST OF A POWER POLE EB2992'WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2862 *********************************************************************** EB2862 DESIGNATION - PIKE EB2862 PID - EB2862 EB2862 STATE/COUNTY- NC/RICHMOND EB2862 USGS QUAD - HAMLET (1982) EB2862 EB2862 *CURRENT SURVEY CONTROL EB2862 ___________________________________________________________________ EB2862* NAD 83(1986)- 34 56 33.37598(N) 079 39 47.61835(W) ADJUSTED EB2862* NAVD 88 - 123.6 (meters) 406. (feet) VERTCON EB2862 ___________________________________________________________________ EB2862 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EB2862 GEOID HEIGHT- -31.52 (meters) GEOID03 EB2862 EB2862 HORZ ORDER - SECOND EB2862 EB2862.The North Carolina HARNS have been completed but, EB2862.due to contractual restrictions, coordinates for these stations EB2862.will NOT be published in the near future. In the interim, the EB2862.published coordinates in North Carolina will not be EB2862.consistent with the Continuously Operating Reference Stations EB2862.(CORS). The HARN coordinates for these stations are available EB2862.upon request. Contact Gary Thompson(919-733-3836). EB2862. EB2862.In addition, the published North Carolina positions EB2862.(NAD 83 (1986)) are NOT consistent with those determined in EB2862.adjacent state readjustments. The discontinuity between stations EB2862.located in North Carolina and those in adjacent states EB2862.which have been adjusted to the HARN may be as much as 5 EB2862.decimeters. This will result in a significant loss of accuracy EB2862.over lines crossing such state borders. EB2862 EB2862 EB2862.The horizontal coordinates were established by classical geodetic methods EB2862.and adjusted by the National Geodetic Survey in July 1986. EB2862 EB2862.The NAVD 88 height was computed by applying the VERTCON shift value to EB2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2862 EB2862.The Laplace correction was computed from DEFLEC99 derived deflections. EB2862 EB2862.The geoid height was determined by GEOID03. EB2862 EB2862; North East Units Scale Factor Converg. EB2862;SPC NC - 132,498.274 549,021.459 MT 0.99988706 -0 22 58.1 EB2862;SPC NC - 434,704.75 1,801,247.90 sFT 0.99988706 -0 22 58.1 EB2862;UTM 17 - 3,867,493.855 622,071.676 MT 0.99978366 +0 45 56.7 EB2862 EB2862! - Elev Factor x Scale Factor = Combined Factor EB2862!SPC NC - 0.99998554 x 0.99988706 = 0.99987260 EB2862!UTM 17 - 0.99998554 x 0.99978366 = 0.99976920 EB2862 EB2862: Primary Azimuth Mark Grid Az EB2862:SPC NC - SWORD 161 11 30.6 EB2862:UTM 17 - SWORD 160 02 35.8 EB2862 EB2862|---------------------------------------------------------------------| EB2862| PID Reference Object Distance Geod. Az | EB2862| dddmmss.s | EB2862| EB2858 SWORD APPROX. 1.7 KM 1604832.5 | EB2862|---------------------------------------------------------------------| EB2862 EB2862 SUPERSEDED SURVEY CONTROL EB2862 EB2862 NAD 27 - 34 56 32.82016(N) 079 39 48.42311(W) AD( ) 2 EB2862 NGVD 29 (07/19/86) 123.9 (m) 406. (f) VERT ANG EB2862 EB2862.Superseded values are not recommended for survey control. EB2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2862.See file dsdata.txt to determine how the superseded data were derived. EB2862 EB2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2207267494(NAD 83) EB2862_MARKER: DE = TRAVERSE STATION DISK EB2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2862_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2862_STAMPING: PIKE 1970 EB2862_MARK LOGO: NCGS EB2862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2862+STABILITY: SURFACE MOTION EB2862 EB2862 HISTORY - Date Condition Report By EB2862 HISTORY - 1970 MONUMENTED NCGS EB2862 EB2862 STATION DESCRIPTION EB2862 EB2862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2862'PIKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2862'VICINITY OF HAMLET, NORTH CAROLINA. EB2862' EB2862'PIKE IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF HAMLET AND 6.0 EB2862'MILES EAST OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE EB2862'INTERSECTION OF SR 1624 AND NC 177 APPROXIMATELY 2.3 MILES EB2862'NORTHEAST OF HAMLET, GO NORTHEAST ON NC 177 FOR 1.05 MILE TO DIM EB2862'ROAD ON LEFT FOLLOW POWER LINE, GO NORTH ON DIM ROAD FOR 1.5 MILE EB2862'TO STATION ON LEFT NEAR A POWER POLE, 1.5 MILES SOUTH OF EB2862'INTERSECTION OF DIM ROAD AND US 1, AND APPROXIMATELY 150 FEET EB2862'NORTH OF DIM ROAD LEADING WEST. EB2862' EB2862'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PIKE EB2862'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB2862'INCHES ABOVE THE SURFACE OF THE GROUND. EB2862' EB2862'MARK IS EB2862' EB2862'8.4 FEET WSW OF C/L OF DIRT PATH. EB2862'15.1 FEET ENE OF ALUMINUM REF. TAG ON PP ON W SIDE OF DIRT PATH. EB2862'48.2 FEET WSW OF ALUMINUM REF. TAG ON 7 INCH PINE TREE ON EAST SIDE EB2862'OF DIRT PATH. EB2862'52.9 FEET ESE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE ON WEST EB2862'SIDE OF DIRT PATH (TRUNK HAS DOUBLE TRUNK TOP). EB2862'61.3 FEET NE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON EB2862'WEST SIDE OF DIRT PATH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5796 *********************************************************************** EZ5796 DESIGNATION - PINETOPS EZ5796 PID - EZ5796 EZ5796 STATE/COUNTY- NC/RICHMOND EZ5796 USGS QUAD - HOFFMAN (1982) EZ5796 EZ5796 *CURRENT SURVEY CONTROL EZ5796 ___________________________________________________________________ EZ5796* NAD 83(1986)- 35 05 49.60691(N) 079 35 43.00387(W) ADJUSTED EZ5796* NAVD 88 - 130.008 (meters) 426.53 (feet) ADJUSTED EZ5796 ___________________________________________________________________ EZ5796 LAPLACE CORR- -4.37 (seconds) DEFLEC99 EZ5796 GEOID HEIGHT- -31.43 (meters) GEOID03 EZ5796 DYNAMIC HT - 129.890 (meters) 426.15 (feet) COMP EZ5796 MODELED GRAV- 979,719.4 (mgal) NAVD 88 EZ5796 EZ5796 HORZ ORDER - SECOND EZ5796 VERT ORDER - SECOND CLASS II EZ5796 EZ5796.The North Carolina HARNS have been completed but, EZ5796.due to contractual restrictions, coordinates for these stations EZ5796.will NOT be published in the near future. In the interim, the EZ5796.published coordinates in North Carolina will not be EZ5796.consistent with the Continuously Operating Reference Stations EZ5796.(CORS). The HARN coordinates for these stations are available EZ5796.upon request. Contact Gary Thompson(919-733-3836). EZ5796. EZ5796.In addition, the published North Carolina positions EZ5796.(NAD 83 (1986)) are NOT consistent with those determined in EZ5796.adjacent state readjustments. The discontinuity between stations EZ5796.located in North Carolina and those in adjacent states EZ5796.which have been adjusted to the HARN may be as much as 5 EZ5796.decimeters. This will result in a significant loss of accuracy EZ5796.over lines crossing such state borders. EZ5796 EZ5796 EZ5796.The horizontal coordinates were established by classical geodetic methods EZ5796.and adjusted by the National Geodetic Survey in March 1990. EZ5796 EZ5796.The orthometric height was determined by differential leveling EZ5796.and adjusted by the National Geodetic Survey in August 2000. EZ5796 EZ5796.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5796 EZ5796.The geoid height was determined by GEOID03. EZ5796 EZ5796.The dynamic height is computed by dividing the NAVD 88 EZ5796.geopotential number by the normal gravity value computed on the EZ5796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5796.degrees latitude (g = 980.6199 gals.). EZ5796 EZ5796.The modeled gravity was interpolated from observed gravity values. EZ5796 EZ5796; North East Units Scale Factor Converg. EZ5796;SPC NC - 149,597.913 555,330.629 MT 0.99987622 -0 20 36.9 EZ5796;SPC NC - 490,805.82 1,821,947.24 sFT 0.99987622 -0 20 36.9 EZ5796;UTM 17 - 3,884,715.146 628,035.884 MT 0.99980203 +0 48 28.0 EZ5796 EZ5796! - Elev Factor x Scale Factor = Combined Factor EZ5796!SPC NC - 0.99998453 x 0.99987622 = 0.99986075 EZ5796!UTM 17 - 0.99998453 x 0.99980203 = 0.99978656 EZ5796 EZ5796 SUPERSEDED SURVEY CONTROL EZ5796 EZ5796 NGVD 29 (03/28/90) 130.3 (m) 427. (f) VERT ANG EZ5796 EZ5796.Superseded values are not recommended for survey control. EZ5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5796.See file dsdata.txt to determine how the superseded data were derived. EZ5796 EZ5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2803684715(NAD 83) EZ5796_MARKER: DE = TRAVERSE STATION DISK EZ5796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5796_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5796_STAMPING: PINETOPS 1977 EZ5796_MARK LOGO: NCGS EZ5796_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5796+STABILITY: SURFACE MOTION EZ5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5796+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5796 EZ5796 HISTORY - Date Condition Report By EZ5796 HISTORY - 1977 MONUMENTED NCGS EZ5796 HISTORY - 1985 GOOD USPSQD EZ5796 HISTORY - 19930721 GOOD NCGS EZ5796 HISTORY - 19980317 GOOD NCGS EZ5796 EZ5796 STATION DESCRIPTION EZ5796 EZ5796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5796'THE STATION IS LOCATED ON THE NORTH SIDE OF THE SANDHILLS GAME LAND EZ5796'AND APPROXIMATELY 5.1 MILES NORTHWEST OF HOFFMAN. EZ5796' EZ5796'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5796'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5796'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5796'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 5.95 MILES TO STATION IN EZ5796'LEFT ROAD SHOULDER, 0.4 MILE NORTHWEST OF Y JUNCTION WITH SR 1465. EZ5796' EZ5796'STATION MARK IS A STANDARD DISK STAMPED---PINETOPS 1977---, SET IN THE EZ5796'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EZ5796'SURFACE. THE MARK IS 17.9 FEET SOUTHWEST OF THE CENTERLINE OF SR EZ5796'1003 AND 43.2 FEET EAST-NORTHEAST OF A 4 INCH OAK, 61.0 FEET EZ5796'NORTH-NORTHEAST OF AN 8 INCH OAK, 55.3 FEET WEST-SOUTHWEST OF A 12 EZ5796'INCH PINE ACROSS ROAD AND 80.0 FEET NORTH-NORTHWEST OF A 14 INCH PINE EZ5796'ALL WITH REFERENCE TAGS. EZ5796 EZ5796 STATION RECOVERY (1985) EZ5796 EZ5796'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5796'RECOVERED IN GOOD CONDITION. EZ5796 EZ5796 STATION RECOVERY (1993) EZ5796 EZ5796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5796'RECOVERED AS DESCRIBED. EZ5796 EZ5796 STATION RECOVERY (1998) EZ5796 EZ5796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5796'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS EZ5796'RECESSED 8 INCHES BELOW GROUND. 12-INCH PINE REFERENCE ACROSS ROAD IS EZ5796'GONE. 4-INCH OAK IS NOW 8-INCHES, 8-INCH OAK IS NOW 12-INCHES. MARK IS EZ5796'LOCATED 217.0 FT (66.1 M) NORTHWEST OF TELEPHONE PEDESTAL-(NO.16), EZ5796'57.4 FT (17.5 M) SOUTHWEST OF A POWER POLE, AND 238.2 FT (72.6 M) EZ5796'NORTH-NORTHWEST OF A BRACE POLE BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2871 *********************************************************************** EB2871 DESIGNATION - PIXIE EB2871 PID - EB2871 EB2871 STATE/COUNTY- NC/RICHMOND EB2871 USGS QUAD - HAMLET (1982) EB2871 EB2871 *CURRENT SURVEY CONTROL EB2871 ___________________________________________________________________ EB2871* NAD 83(1986)- 34 53 17.18144(N) 079 42 41.68924(W) ADJUSTED EB2871* NAVD 88 - 122.5 (meters) 402. (feet) VERTCON EB2871 ___________________________________________________________________ EB2871 LAPLACE CORR- -4.81 (seconds) DEFLEC99 EB2871 GEOID HEIGHT- -31.47 (meters) GEOID03 EB2871 EB2871 HORZ ORDER - SECOND EB2871 EB2871.The North Carolina HARNS have been completed but, EB2871.due to contractual restrictions, coordinates for these stations EB2871.will NOT be published in the near future. In the interim, the EB2871.published coordinates in North Carolina will not be EB2871.consistent with the Continuously Operating Reference Stations EB2871.(CORS). The HARN coordinates for these stations are available EB2871.upon request. Contact Gary Thompson(919-733-3836). EB2871. EB2871.In addition, the published North Carolina positions EB2871.(NAD 83 (1986)) are NOT consistent with those determined in EB2871.adjacent state readjustments. The discontinuity between stations EB2871.located in North Carolina and those in adjacent states EB2871.which have been adjusted to the HARN may be as much as 5 EB2871.decimeters. This will result in a significant loss of accuracy EB2871.over lines crossing such state borders. EB2871 EB2871 EB2871.The horizontal coordinates were established by classical geodetic methods EB2871.and adjusted by the National Geodetic Survey in July 1986. EB2871 EB2871.The NAVD 88 height was computed by applying the VERTCON shift value to EB2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2871 EB2871.The Laplace correction was computed from DEFLEC99 derived deflections. EB2871 EB2871.The geoid height was determined by GEOID03. EB2871 EB2871; North East Units Scale Factor Converg. EB2871;SPC NC - 126,483.670 544,561.591 MT 0.99989261 -0 24 38.5 EB2871;SPC NC - 414,971.84 1,786,615.82 sFT 0.99989261 -0 24 38.5 EB2871;UTM 17 - 3,861,391.782 617,733.708 MT 0.99977084 +0 44 13.3 EB2871 EB2871! - Elev Factor x Scale Factor = Combined Factor EB2871!SPC NC - 0.99998571 x 0.99989261 = 0.99987832 EB2871!UTM 17 - 0.99998571 x 0.99977084 = 0.99975655 EB2871 EB2871|---------------------------------------------------------------------| EB2871| PID Reference Object Distance Geod. Az | EB2871| dddmmss.s | EB2871| EB1565 PAULS 332.233 METERS 06258 | EB2871| EB2869 OAK 201.976 METERS 21714 | EB2871|---------------------------------------------------------------------| EB2871 EB2871 SUPERSEDED SURVEY CONTROL EB2871 EB2871 NAD 27 - 34 53 16.61948(N) 079 42 42.49134(W) AD( ) 2 EB2871 NGVD 29 (07/19/86) 122.8 (m) 403. (f) VERT ANG EB2871 EB2871.Superseded values are not recommended for survey control. EB2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2871.See file dsdata.txt to determine how the superseded data were derived. EB2871 EB2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1773461392(NAD 83) EB2871_MARKER: DE = TRAVERSE STATION DISK EB2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2871_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2871_STAMPING: PIXIE 1970 EB2871_MARK LOGO: NCGS EB2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2871+STABILITY: SURFACE MOTION EB2871 EB2871 HISTORY - Date Condition Report By EB2871 HISTORY - 1970 MONUMENTED NCGS EB2871 HISTORY - 1978 MARK NOT FOUND NCGS EB2871 EB2871 STATION DESCRIPTION EB2871 EB2871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2871'PIXIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2871'VICINITY OF HAMLET, NORTH CAROLINA. EB2871' EB2871'PIXIE IS LOCATED APPROXIMATELY 0.7 MILE SOUTHWEST OF HAMLET. TO EB2871'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB2871'HAMLET, GO SOUTHWEST ON NC 177 FOR 0.65 MILE TO INTERSECTION OF NC EB2871'177 AND SR 1908, CONTINUE SOUTHWEST ON NC 177 FOR 0.05 MILE TO EB2871'STATION ON RIGHT, IN SOUTHEAST CORNER OF PARKING AREA FOR A PIXIE EB2871'PANTRY BUILDING, AND 0.05 MILE NORTHEAST OF INTERSECTION OF NC EB2871'177 AND SR 1903. EB2871' EB2871'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2871'PIXIE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EB2871'IS FLUSH WITH THE SURFACE OF THE GROUND. EB2871' EB2871'MARK IS EB2871' EB2871'29.2 FEET NW OF C/L OF NC 177. EB2871'139.7 FEET NE OF ALUMINUM REF. TAG ON STOP SIGN POST IN C/L OF ROAD EB2871'LEADING TO SCHOOL. EB2871'6.1 FEET S OF ALUMINUM REF. TAG ON PP NO. 561 W/2 TRANSFORMERS. EB2871'94.1 FEET NE OF ALUMINUM REF. TAG ON PP NO. 562. EB2871'49.8 FEET SSW OF SW CORNER OF PIXIE PANTRY BUILDING. EB2871'27.6 FEET ENE OF MOST EASTERLY WATER METER COVER IN FRONT OF EB2871'TWO STORY SHINGLE HOUSE AT SIDEWALK. EB2871 EB2871 STATION RECOVERY (1978) EB2871 EB2871'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2871'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EB2871' EB2871'THE OWNER OF THE PIXIE PANTRY STATED THE STATION WAS TORN OUT WHEN EB2871'HE HAD A ASPHALT DRIVE PUT IN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5798 *********************************************************************** EZ5798 DESIGNATION - PLANT EZ5798 PID - EZ5798 EZ5798 STATE/COUNTY- NC/RICHMOND EZ5798 USGS QUAD - ELLERBE (1982) EZ5798 EZ5798 *CURRENT SURVEY CONTROL EZ5798 ___________________________________________________________________ EZ5798* NAD 83(1986)- 35 03 05.85588(N) 079 46 12.44214(W) ADJUSTED EZ5798* NAVD 88 - 141.5 (meters) 464. (feet) VERTCON EZ5798 ___________________________________________________________________ EZ5798 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EZ5798 GEOID HEIGHT- -31.03 (meters) GEOID03 EZ5798 EZ5798 HORZ ORDER - SECOND EZ5798 EZ5798.The North Carolina HARNS have been completed but, EZ5798.due to contractual restrictions, coordinates for these stations EZ5798.will NOT be published in the near future. In the interim, the EZ5798.published coordinates in North Carolina will not be EZ5798.consistent with the Continuously Operating Reference Stations EZ5798.(CORS). The HARN coordinates for these stations are available EZ5798.upon request. Contact Gary Thompson(919-733-3836). EZ5798. EZ5798.In addition, the published North Carolina positions EZ5798.(NAD 83 (1986)) are NOT consistent with those determined in EZ5798.adjacent state readjustments. The discontinuity between stations EZ5798.located in North Carolina and those in adjacent states EZ5798.which have been adjusted to the HARN may be as much as 5 EZ5798.decimeters. This will result in a significant loss of accuracy EZ5798.over lines crossing such state borders. EZ5798 EZ5798 EZ5798.The horizontal coordinates were established by classical geodetic methods EZ5798.and adjusted by the National Geodetic Survey in March 1990. EZ5798 EZ5798.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5798 EZ5798.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5798 EZ5798.The geoid height was determined by GEOID03. EZ5798 EZ5798; North East Units Scale Factor Converg. EZ5798;SPC NC - 144,661.959 539,351.533 MT 0.99987866 -0 26 40.2 EZ5798;SPC NC - 474,611.78 1,769,522.49 sFT 0.99987866 -0 26 40.2 EZ5798;UTM 17 - 3,879,459.702 612,160.750 MT 0.99975504 +0 42 23.1 EZ5798 EZ5798! - Elev Factor x Scale Factor = Combined Factor EZ5798!SPC NC - 0.99998266 x 0.99987866 = 0.99986132 EZ5798!UTM 17 - 0.99998266 x 0.99975504 = 0.99973770 EZ5798 EZ5798 SUPERSEDED SURVEY CONTROL EZ5798 EZ5798 NGVD 29 (03/28/90) 141.8 (m) 465. (f) VERT ANG EZ5798 EZ5798.Superseded values are not recommended for survey control. EZ5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5798.See file dsdata.txt to determine how the superseded data were derived. EZ5798 EZ5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1216179460(NAD 83) EZ5798_MARKER: DE = TRAVERSE STATION DISK EZ5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5798_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5798_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5798+STABILITY: SURFACE MOTION EZ5798 EZ5798 HISTORY - Date Condition Report By EZ5798 HISTORY - 1977 MONUMENTED NCGS EZ5798 EZ5798 STATION DESCRIPTION EZ5798 EZ5798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5798'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH-SOUTHWEST OF EZ5798'ELLERBE AND 7.7 MILES NORTH OF ROCKINGHAM. EZ5798' EZ5798'TO REACH THE STATION FROM THE INTERSECTION OF US 220 (MAIN STREET) EZ5798'WITH SR 1309 (PAGE STREET) IN ELLERBE, PROCEED SOUTHERLY ALONG US 220 EZ5798'FOR 1.6 MILES TO ENTRANCE ROAD TO KNITTING PLANT AND STATION ON LEFT, EZ5798'IN SOUTHEAST QUADRANT OF INTERSECTION AND 0.55 MILE NORTH OF SR 1305 EZ5798'(SOUTHWEST) INTERSECTION. EZ5798' EZ5798'STATION MARK IS A STANDARD DISK STAMPED---PLANT 1977---SET IN THE TOP EZ5798'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5798'MARK IS 29.0 FEET EAST-NORTHEAST OF CENTERLINE OF US 220, 31.3 FEET EZ5798'SOUTH-SOUTHEAST OF CENTERLINE OF ENTRANCE ROAD, 64.3 FEET EAST- EZ5798'NORTHEAST OF 6 INCH PINE WITH REFERENCE TAG, 100.4 FEET NORTH- EZ5798'NORTHEAST OF 8 INCH PINE WITH REFERENCE TAG AND 103.3 FEET SOUTHEAST EZ5798'OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5800 *********************************************************************** EZ5800 DESIGNATION - PLUM EZ5800 PID - EZ5800 EZ5800 STATE/COUNTY- NC/RICHMOND EZ5800 USGS QUAD - ELLERBE (1982) EZ5800 EZ5800 *CURRENT SURVEY CONTROL EZ5800 ___________________________________________________________________ EZ5800* NAD 83(1986)- 35 04 10.03754(N) 079 47 42.92051(W) ADJUSTED EZ5800* NAVD 88 - 154.6 (meters) 507. (feet) VERTCON EZ5800 ___________________________________________________________________ EZ5800 LAPLACE CORR- -3.53 (seconds) DEFLEC99 EZ5800 GEOID HEIGHT- -30.93 (meters) GEOID03 EZ5800 EZ5800 HORZ ORDER - SECOND EZ5800 EZ5800.The North Carolina HARNS have been completed but, EZ5800.due to contractual restrictions, coordinates for these stations EZ5800.will NOT be published in the near future. In the interim, the EZ5800.published coordinates in North Carolina will not be EZ5800.consistent with the Continuously Operating Reference Stations EZ5800.(CORS). The HARN coordinates for these stations are available EZ5800.upon request. Contact Gary Thompson(919-733-3836). EZ5800. EZ5800.In addition, the published North Carolina positions EZ5800.(NAD 83 (1986)) are NOT consistent with those determined in EZ5800.adjacent state readjustments. The discontinuity between stations EZ5800.located in North Carolina and those in adjacent states EZ5800.which have been adjusted to the HARN may be as much as 5 EZ5800.decimeters. This will result in a significant loss of accuracy EZ5800.over lines crossing such state borders. EZ5800 EZ5800 EZ5800.The horizontal coordinates were established by classical geodetic methods EZ5800.and adjusted by the National Geodetic Survey in March 1990. EZ5800 EZ5800.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5800 EZ5800.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5800 EZ5800.The geoid height was determined by GEOID03. EZ5800 EZ5800; North East Units Scale Factor Converg. EZ5800;SPC NC - 146,657.625 537,074.832 MT 0.99987763 -0 27 32.4 EZ5800;SPC NC - 481,159.22 1,762,053.01 sFT 0.99987763 -0 27 32.4 EZ5800;UTM 17 - 3,881,408.982 609,844.711 MT 0.99974870 +0 41 32.2 EZ5800 EZ5800! - Elev Factor x Scale Factor = Combined Factor EZ5800!SPC NC - 0.99998059 x 0.99987763 = 0.99985822 EZ5800!UTM 17 - 0.99998059 x 0.99974870 = 0.99972929 EZ5800 EZ5800 SUPERSEDED SURVEY CONTROL EZ5800 EZ5800 NGVD 29 (03/28/90) 154.8 (m) 508. (f) VERT ANG EZ5800 EZ5800.Superseded values are not recommended for survey control. EZ5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5800.See file dsdata.txt to determine how the superseded data were derived. EZ5800 EZ5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0984581409(NAD 83) EZ5800_MARKER: DE = TRAVERSE STATION DISK EZ5800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5800_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5800_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5800+STABILITY: SURFACE MOTION EZ5800 EZ5800 HISTORY - Date Condition Report By EZ5800 HISTORY - 1977 MONUMENTED NCGS EZ5800 EZ5800 STATION DESCRIPTION EZ5800 EZ5800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5800'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES WEST OF ELLERBE AND 9.1 EZ5800'MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5800' EZ5800'TO REACH THE STATION FROM THE INTERSECTION OF SR 1309 (PAGE STREET) EZ5800'WITH US 220 (MAIN STREET) IN ELLERBE, PROCEED WESTERLY ALONG SR 1309 EZ5800'FOR 1.75 MILES TO A DIRT FIELD ROAD (FORKS TO RIGHT), THENCE WEST EZ5800'ALONG DIRT ROAD FOR 0.25 MILE TO HIGH VOLTAGE LINES AND STATION ON EZ5800'RIGHT, NEAR THE EASTERNMOST POWER LINE SUPPORT POLE. EZ5800' EZ5800'STATION MARK IS A STANDARD DISK STAMPED---PLUM 1977---SET IN THE TOP EZ5800'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5800'MARK IS 219.0 FEET NORTH-NORTHWEST OF CENTERLINE OF DIRT ROAD AND 4.3 EZ5800'FEET NORTH-NORTHWEST OF EAST POLE, 17.0 FEET NORTHEAST OF WEST POLE, EZ5800'56.2 FEET WEST OF 3 INCH PERSIMMON TREE AND 83.9 FEET SOUTH-SOUTHWEST EZ5800'OF 10 INCH PINE ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2898 *********************************************************************** EB2898 DESIGNATION - PONTIAC EB2898 PID - EB2898 EB2898 STATE/COUNTY- NC/RICHMOND EB2898 USGS QUAD - HAMLET (1982) EB2898 EB2898 *CURRENT SURVEY CONTROL EB2898 ___________________________________________________________________ EB2898* NAD 83(1986)- 34 55 05.31205(N) 079 44 39.54174(W) ADJUSTED EB2898* NAVD 88 - 82.0 (meters) 269. (feet) VERTCON EB2898 ___________________________________________________________________ EB2898 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EB2898 GEOID HEIGHT- -31.30 (meters) GEOID03 EB2898 EB2898 HORZ ORDER - SECOND EB2898 EB2898.The North Carolina HARNS have been completed but, EB2898.due to contractual restrictions, coordinates for these stations EB2898.will NOT be published in the near future. In the interim, the EB2898.published coordinates in North Carolina will not be EB2898.consistent with the Continuously Operating Reference Stations EB2898.(CORS). The HARN coordinates for these stations are available EB2898.upon request. Contact Gary Thompson(919-733-3836). EB2898. EB2898.In addition, the published North Carolina positions EB2898.(NAD 83 (1986)) are NOT consistent with those determined in EB2898.adjacent state readjustments. The discontinuity between stations EB2898.located in North Carolina and those in adjacent states EB2898.which have been adjusted to the HARN may be as much as 5 EB2898.decimeters. This will result in a significant loss of accuracy EB2898.over lines crossing such state borders. EB2898 EB2898 EB2898.The horizontal coordinates were established by classical geodetic methods EB2898.and adjusted by the National Geodetic Survey in July 1986. EB2898 EB2898.The NAVD 88 height was computed by applying the VERTCON shift value to EB2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2898 EB2898.The Laplace correction was computed from DEFLEC99 derived deflections. EB2898 EB2898.The geoid height was determined by GEOID03. EB2898 EB2898; North East Units Scale Factor Converg. EB2898;SPC NC - 129,837.344 541,594.429 MT 0.99988944 -0 25 46.6 EB2898;SPC NC - 425,974.69 1,776,881.06 sFT 0.99988944 -0 25 46.6 EB2898;UTM 17 - 3,864,684.921 614,700.323 MT 0.99976215 +0 43 07.8 EB2898 EB2898! - Elev Factor x Scale Factor = Combined Factor EB2898!SPC NC - 0.99999204 x 0.99988944 = 0.99988148 EB2898!UTM 17 - 0.99999204 x 0.99976215 = 0.99975419 EB2898 EB2898: Primary Azimuth Mark Grid Az EB2898:SPC NC - ACCESS 310 20 24.2 EB2898:UTM 17 - ACCESS 309 11 29.8 EB2898 EB2898|---------------------------------------------------------------------| EB2898| PID Reference Object Distance Geod. Az | EB2898| dddmmss.s | EB2898| EB2964 ACCESS APPROX. 1.2 KM 3095437.6 | EB2898| EB2958 ROCKINGHAM MUN WATER TANK APPROX. 1.4 KM 3162547.0 | EB2898|---------------------------------------------------------------------| EB2898 EB2898 SUPERSEDED SURVEY CONTROL EB2898 EB2898 NAD 27 - 34 55 04.75352(N) 079 44 40.34518(W) AD( ) 2 EB2898 NGVD 29 (07/19/86) 82.3 (m) 270. (f) VERT ANG EB2898 EB2898.Superseded values are not recommended for survey control. EB2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2898.See file dsdata.txt to determine how the superseded data were derived. EB2898 EB2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1470064685(NAD 83) EB2898_MARKER: DE = TRAVERSE STATION DISK EB2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2898_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2898_STAMPING: PONTIAC 1970 EB2898_MARK LOGO: NCGS EB2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2898+STABILITY: SURFACE MOTION EB2898 EB2898 HISTORY - Date Condition Report By EB2898 HISTORY - 1970 MONUMENTED NCGS EB2898 EB2898 STATION DESCRIPTION EB2898 EB2898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2898'PONTIAC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2898'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2898' EB2898'PONTIAC IS LOCATED APPROXIMATELY 2.1 MILES SOUTHEAST OF ROCKINGHAM EB2898'AND 3.0 MILES NORTHWEST OF HAMLET. TO REACH STATION PROCEED FROM EB2898'THE INTERSECTION OF US 1 AND US 74 IN ROCKINGHAM, GO SOUTHEAST ON US EB2898'74 FOR 2.05 MILES TO STATION ON RIGHT, IN SOUTHEAST CORNER OF EB2898'INTERSECTION OF US 1 WITH EXIT OF PONTIAC DEALERS ROAD, AND EB2898'APPROXIMATELY 300 FEET NORTHWEST OF ENTRANCE TO DRIVE-IN EB2898'THEATER. EB2898' EB2898'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PONTIAC EB2898'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2898'FLUSH WITH THE SURFACE OF THE GROUND. EB2898' EB2898'MARK IS EB2898' EB2898'23.9 FEET SW OF C/L OF EAST BOUND LANE OF US 74. EB2898'25.9 FEET NE OF ALUMINUM REF. TAG ON PP NO. 1423. EB2898'14.1 FEET NE OF E END OF 15 INCH CONCRETE CULVERT. EB2898'42.1 FEET NNW OF TELEPHONE JUNCTION BOX NO. P25. EB2898'116.3 FEET ENE OF NE CORNER OF PENEGAR MOTOR CO. BUILDING EB2898'(PONTIAC). 19.1 FEET SE OF C/L OF E DRIVE ENTRANCE TO PENEGAR MOTOR EB2898'CO. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2883 *********************************************************************** EB2883 DESIGNATION - POOLE EB2883 PID - EB2883 EB2883 STATE/COUNTY- NC/RICHMOND EB2883 USGS QUAD - HAMLET (1982) EB2883 EB2883 *CURRENT SURVEY CONTROL EB2883 ___________________________________________________________________ EB2883* NAD 83(1986)- 34 52 58.69243(N) 079 43 42.17537(W) ADJUSTED EB2883* NAVD 88 - 114.353 (meters) 375.17 (feet) ADJUSTED EB2883 ___________________________________________________________________ EB2883 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EB2883 GEOID HEIGHT- -31.43 (meters) GEOID03 EB2883 DYNAMIC HT - 114.247 (meters) 374.83 (feet) COMP EB2883 MODELED GRAV- 979,710.3 (mgal) NAVD 88 EB2883 EB2883 HORZ ORDER - SECOND EB2883 VERT ORDER - SECOND CLASS II EB2883 EB2883.The North Carolina HARNS have been completed but, EB2883.due to contractual restrictions, coordinates for these stations EB2883.will NOT be published in the near future. In the interim, the EB2883.published coordinates in North Carolina will not be EB2883.consistent with the Continuously Operating Reference Stations EB2883.(CORS). The HARN coordinates for these stations are available EB2883.upon request. Contact Gary Thompson(919-733-3836). EB2883. EB2883.In addition, the published North Carolina positions EB2883.(NAD 83 (1986)) are NOT consistent with those determined in EB2883.adjacent state readjustments. The discontinuity between stations EB2883.located in North Carolina and those in adjacent states EB2883.which have been adjusted to the HARN may be as much as 5 EB2883.decimeters. This will result in a significant loss of accuracy EB2883.over lines crossing such state borders. EB2883 EB2883 EB2883.The horizontal coordinates were established by classical geodetic methods EB2883.and adjusted by the National Geodetic Survey in July 1986. EB2883 EB2883.The orthometric height was determined by differential leveling EB2883.and adjusted by the National Geodetic Survey in August 2000. EB2883.No vertical observational check was made to the station. EB2883 EB2883.The Laplace correction was computed from DEFLEC99 derived deflections. EB2883 EB2883.The geoid height was determined by GEOID03. EB2883 EB2883.The dynamic height is computed by dividing the NAVD 88 EB2883.geopotential number by the normal gravity value computed on the EB2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2883.degrees latitude (g = 980.6199 gals.). EB2883 EB2883.The modeled gravity was interpolated from observed gravity values. EB2883 EB2883; North East Units Scale Factor Converg. EB2883;SPC NC - 125,925.123 543,021.735 MT 0.99989318 -0 25 13.4 EB2883;SPC NC - 413,139.34 1,781,563.81 sFT 0.99989318 -0 25 13.4 EB2883;SPC SC - 338,928.067 725,847.871 MT 1.00001802 +0 42 17.9 EB2883;SPC SC - 1,111,968.72 2,381,390.65 iFT 1.00001802 +0 42 17.9 EB2883;UTM 17 - 3,860,802.576 616,205.538 MT 0.99976643 +0 43 38.4 EB2883 EB2883! - Elev Factor x Scale Factor = Combined Factor EB2883!SPC NC - 0.99998698 x 0.99989318 = 0.99988016 EB2883!SPC SC - 0.99998698 x 1.00001802 = 1.00000500 EB2883!UTM 17 - 0.99998698 x 0.99976643 = 0.99975342 EB2883 EB2883: Primary Azimuth Mark Grid Az EB2883:SPC NC - FAITH 074 10 10.3 EB2883:SPC SC - FAITH 073 02 39.0 EB2883:UTM 17 - FAITH 073 01 18.5 EB2883 EB2883|---------------------------------------------------------------------| EB2883| PID Reference Object Distance Geod. Az | EB2883| dddmmss.s | EB2883| EB2887 FAITH APPROX. 1.1 KM 0734456.9 | EB2883| EB2892 HOPEWELL 315.326 METERS 23427 | EB2883|---------------------------------------------------------------------| EB2883 EB2883 SUPERSEDED SURVEY CONTROL EB2883 EB2883 NAD 27 - 34 52 58.12693(N) 079 43 42.98698(W) AD( ) 2 EB2883 NGVD 29 (07/19/86) 114.68 (m) 376.2 (f) LEVELING 3 EB2883 EB2883.Superseded values are not recommended for survey control. EB2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2883.See file dsdata.txt to determine how the superseded data were derived. EB2883 EB2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1620660803(NAD 83) EB2883_MARKER: DE = TRAVERSE STATION DISK EB2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2883_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2883_STAMPING: POOLE 1970 EB2883_MARK LOGO: NCGS EB2883_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2883+STABILITY: SURFACE MOTION EB2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB2883+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1998 EB2883 EB2883 HISTORY - Date Condition Report By EB2883 HISTORY - 1970 MONUMENTED NCGS EB2883 HISTORY - 19980316 GOOD NCGS EB2883 EB2883 STATION DESCRIPTION EB2883 EB2883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2883'POOLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2883'VICINITY OF HAMLET, NORTH CAROLINA. EB2883' EB2883'POOLE IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF HAMLET. TO EB2883'REACH STATION PROCEED FROM Y INTERSECTION OF SR 1900 AND NC 177 NEAR EB2883'THE SOUTHWEST EDGE OF HAMLET, GO SOUTHWEST ON SR 1900 FOR 0.65 MILE EB2883'TO INTERSECTION OF SR 1900 AND SR 1914, CONTINUE SOUTHWEST ON SR EB2883'1900 FOR 0.05 MILE TO STATION ON RIGHT, AND 0.95 MILE NORTHEAST OF EB2883'INTERSECTION OF SR 1900 AND SR 1966. EB2883' EB2883'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED POOLE EB2883'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2883'FLUSH WITH THE SURFACE OF THE GROUND. EB2883' EB2883'MARK IS EB2883' EB2883'26.5 FEET NW OF C/L OF SR 1900. EB2883'8.7 FEET ENE OF ALUMINUM REF. TAG ON BRACE POLE NO. 71. EB2883'46.4 FEET NNW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EB2883'57.7 FEET ENE OF ALUMINUM REF. TAG ON 16 INCH OAK TREE. EB2883'12.1 FEET SE OF BASE OF GUY WIRE LEADING TO BRACE POLE NO. 71. EB2883 EB2883 STATION RECOVERY (1998) EB2883 EB2883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB2883'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. ROADS IN THE EB2883'DESCRIPTION HAVE THESE NAMES, SR 1900 (BATTLEY DAIRY ROAD), SR 1914 EB2883'(FREEMAN MILL ROAD). MARK IS 2-INCHES BELOW GROUND AND LOCATED 6.9 FT EB2883'(2.1 M) EAST OF POWER POLE (C210AJ). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3676 *********************************************************************** EB3676 DESIGNATION - POSTED EB3676 PID - EB3676 EB3676 STATE/COUNTY- NC/RICHMOND EB3676 USGS QUAD - MORVEN EAST (1983) EB3676 EB3676 *CURRENT SURVEY CONTROL EB3676 ___________________________________________________________________ EB3676* NAD 83(1986)- 34 49 18.20108(N) 079 53 19.48662(W) ADJUSTED EB3676* NAVD 88 - 77.6 (meters) 255. (feet) VERTCON EB3676 ___________________________________________________________________ EB3676 LAPLACE CORR- -2.83 (seconds) DEFLEC99 EB3676 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3676 EB3676 HORZ ORDER - SECOND EB3676 EB3676.The North Carolina HARNS have been completed but, EB3676.due to contractual restrictions, coordinates for these stations EB3676.will NOT be published in the near future. In the interim, the EB3676.published coordinates in North Carolina will not be EB3676.consistent with the Continuously Operating Reference Stations EB3676.(CORS). The HARN coordinates for these stations are available EB3676.upon request. Contact Gary Thompson(919-733-3836). EB3676. EB3676.In addition, the published North Carolina positions EB3676.(NAD 83 (1986)) are NOT consistent with those determined in EB3676.adjacent state readjustments. The discontinuity between stations EB3676.located in North Carolina and those in adjacent states EB3676.which have been adjusted to the HARN may be as much as 5 EB3676.decimeters. This will result in a significant loss of accuracy EB3676.over lines crossing such state borders. EB3676 EB3676 EB3676.The horizontal coordinates were established by classical geodetic methods EB3676.and adjusted by the National Geodetic Survey in March 1990. EB3676 EB3676.The NAVD 88 height was computed by applying the VERTCON shift value to EB3676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3676 EB3676.The Laplace correction was computed from DEFLEC99 derived deflections. EB3676 EB3676.The geoid height was determined by GEOID03. EB3676 EB3676; North East Units Scale Factor Converg. EB3676;SPC NC - 119,250.813 528,302.794 MT 0.99990058 -0 30 46.6 EB3676;SPC NC - 391,242.04 1,733,273.42 sFT 0.99990058 -0 30 46.6 EB3676;SPC SC - 331,964.726 711,261.472 MT 0.99999589 +0 36 57.9 EB3676;SPC SC - 1,089,123.12 2,333,535.01 iFT 0.99999589 +0 36 57.9 EB3676;UTM 17 - 3,853,835.856 601,625.419 MT 0.99972729 +0 38 04.6 EB3676 EB3676! - Elev Factor x Scale Factor = Combined Factor EB3676!SPC NC - 0.99999271 x 0.99990058 = 0.99989329 EB3676!SPC SC - 0.99999271 x 0.99999589 = 0.99998860 EB3676!UTM 17 - 0.99999271 x 0.99972729 = 0.99972000 EB3676 EB3676 SUPERSEDED SURVEY CONTROL EB3676 EB3676 NGVD 29 (03/28/90) 77.9 (m) 256. (f) VERT ANG EB3676 EB3676.Superseded values are not recommended for survey control. EB3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3676.See file dsdata.txt to determine how the superseded data were derived. EB3676 EB3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0162553836(NAD 83) EB3676_MARKER: DE = TRAVERSE STATION DISK EB3676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3676_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3676_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3676+STABILITY: SURFACE MOTION EB3676 EB3676 HISTORY - Date Condition Report By EB3676 HISTORY - 1977 MONUMENTED NCGS EB3676 EB3676 STATION DESCRIPTION EB3676 EB3676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3676'THE STATION IS LOCATED APPROXIMATELY 1.0 FEET NORTH OF THE NORTH EB3676'CAROLINA-SOUTH CAROLINA STATE LINE AND 10.5 MILES SOUTHWEST OF EB3676'ROCKINGHAM. EB3676' EB3676'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE EB3676'ON US 1, PROCEED NORTH ALONG US 1 FOR 1.1 MILE TO STATION ON THE LEFT EB3676'(3 FOOT) BANK, 0.4 MILE NORTHEAST OF SR 1999 (EAST). EB3676' EB3676'STATION MARK IS A STANDARD DISK STAMPED---POSTED 1977---, SET IN THE EB3676'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND EB3676'SURFACE. THE MARK IS 33.1 FEET NORTHWEST OF THE CENTERLINE OF US 1, EB3676'32.9 FEET WEST-SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST EB3676'HEADWALL OF A CULVERT, 108.3 FEET SOUTHWEST OF POWER POLE 5J50 WITH EB3676'REFERENCE TAG, 31.5 FEET SOUTHEAST OF 12 INCH FORKED GUM WITH EB3676'REFERENCE TAG, 54.3 FEET EAST-NORTHEAST OF A 15 INCH GUM WITH EB3676'REFERENCE TAG AND 102.4 FEET NORTH OF A 14 INCH OAK WITH REFERNCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2986 *********************************************************************** EB2986 DESIGNATION - POWER EB2986 PID - EB2986 EB2986 STATE/COUNTY- NC/RICHMOND EB2986 USGS QUAD - ROCKINGHAM (1982) EB2986 EB2986 *CURRENT SURVEY CONTROL EB2986 ___________________________________________________________________ EB2986* NAD 83(1986)- 34 57 51.34894(N) 079 50 25.12909(W) ADJUSTED EB2986* NAVD 88 - 121.3 (meters) 398. (feet) VERTCON EB2986 ___________________________________________________________________ EB2986 LAPLACE CORR- -3.43 (seconds) DEFLEC99 EB2986 GEOID HEIGHT- -30.97 (meters) GEOID03 EB2986 EB2986 HORZ ORDER - SECOND EB2986 EB2986.The North Carolina HARNS have been completed but, EB2986.due to contractual restrictions, coordinates for these stations EB2986.will NOT be published in the near future. In the interim, the EB2986.published coordinates in North Carolina will not be EB2986.consistent with the Continuously Operating Reference Stations EB2986.(CORS). The HARN coordinates for these stations are available EB2986.upon request. Contact Gary Thompson(919-733-3836). EB2986. EB2986.In addition, the published North Carolina positions EB2986.(NAD 83 (1986)) are NOT consistent with those determined in EB2986.adjacent state readjustments. The discontinuity between stations EB2986.located in North Carolina and those in adjacent states EB2986.which have been adjusted to the HARN may be as much as 5 EB2986.decimeters. This will result in a significant loss of accuracy EB2986.over lines crossing such state borders. EB2986 EB2986 EB2986.The horizontal coordinates were established by classical geodetic methods EB2986.and adjusted by the National Geodetic Survey in July 1986. EB2986 EB2986.The NAVD 88 height was computed by applying the VERTCON shift value to EB2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2986 EB2986.The Laplace correction was computed from DEFLEC99 derived deflections. EB2986 EB2986.The geoid height was determined by GEOID03. EB2986 EB2986; North East Units Scale Factor Converg. EB2986;SPC NC - 135,023.269 532,866.924 MT 0.99988511 -0 29 06.0 EB2986;SPC NC - 442,988.84 1,748,247.57 sFT 0.99988511 -0 29 06.0 EB2986;UTM 17 - 3,869,694.100 605,871.790 MT 0.99973814 +0 39 52.7 EB2986 EB2986! - Elev Factor x Scale Factor = Combined Factor EB2986!SPC NC - 0.99998582 x 0.99988511 = 0.99987093 EB2986!UTM 17 - 0.99998582 x 0.99973814 = 0.99972396 EB2986 EB2986: Primary Azimuth Mark Grid Az EB2986:SPC NC - HOYLE 240 26 59.8 EB2986:UTM 17 - HOYLE 239 18 01.1 EB2986 EB2986|---------------------------------------------------------------------| EB2986| PID Reference Object Distance Geod. Az | EB2986| dddmmss.s | EB2986| EB2988 HOYLE 404.439 METERS 2395753.8 | EB2986|---------------------------------------------------------------------| EB2986 EB2986 SUPERSEDED SURVEY CONTROL EB2986 EB2986 NAD 27 - 34 57 50.79534(N) 079 50 25.92859(W) AD( ) 2 EB2986 NGVD 29 (07/19/86) 121.6 (m) 399. (f) VERT ANG EB2986 EB2986.Superseded values are not recommended for survey control. EB2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2986.See file dsdata.txt to determine how the superseded data were derived. EB2986 EB2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0587269694(NAD 83) EB2986_MARKER: DE = TRAVERSE STATION DISK EB2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2986_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2986_STAMPING: POWER 1970 EB2986_MARK LOGO: NCGS EB2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2986+STABILITY: SURFACE MOTION EB2986 EB2986 HISTORY - Date Condition Report By EB2986 HISTORY - 1970 MONUMENTED NCGS EB2986 EB2986 STATION DESCRIPTION EB2986 EB2986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2986'POWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2986'VICINITY OF HAMLET, NORTH CAROLINA. EB2986' EB2986'POWER IS LOCATED APPROXIMATELY 4.5 MILES WNW OF ROCKINGHAM AND 3.4 EB2986'MILES NNW OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2986'INTERSECTION OF US 74 AND US 220 IN THE NORTHWEST SECTION OF EB2986'ROCKINGHAM, GO WEST ON US 74 FOR 1.85 MILES TO Y INTERSECTION OF EB2986'US 74 AND SR 1140, TURN RIGHT ON SR 1140 AND PROCEED 1.3 MILES TO EB2986'STATION ON RIGHT, UNDER HIGH TENSION POWER LINE, AND 1.85 MILES EAST EB2986'OF INTERSECTION OF SR 1140 AND US 74. EB2986' EB2986'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED POWER EB2986'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2986'FLUSH WITH THE SURFACE OF THE GROUND. EB2986' EB2986'MARK IS EB2986' EB2986'31.7 FEET NNW OF C/L OF SR 1140. EB2986'121.3 FEET NNE OF ALUMINUM REF. TAG ON PP NO. 61. EB2986'69.3 FEET NNW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EB2986'56.1 FEET SW OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EB2986'48.2 FEET ESE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5801 *********************************************************************** EZ5801 DESIGNATION - PRES EZ5801 PID - EZ5801 EZ5801 STATE/COUNTY- NC/RICHMOND EZ5801 USGS QUAD - NORMAN (1983) EZ5801 EZ5801 *CURRENT SURVEY CONTROL EZ5801 ___________________________________________________________________ EZ5801* NAD 83(1986)- 35 08 19.46628(N) 079 43 57.52279(W) ADJUSTED EZ5801* NAVD 88 - 174.6 (meters) 573. (feet) VERTCON EZ5801 ___________________________________________________________________ EZ5801 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EZ5801 GEOID HEIGHT- -30.97 (meters) GEOID03 EZ5801 EZ5801 HORZ ORDER - SECOND EZ5801 EZ5801.The North Carolina HARNS have been completed but, EZ5801.due to contractual restrictions, coordinates for these stations EZ5801.will NOT be published in the near future. In the interim, the EZ5801.published coordinates in North Carolina will not be EZ5801.consistent with the Continuously Operating Reference Stations EZ5801.(CORS). The HARN coordinates for these stations are available EZ5801.upon request. Contact Gary Thompson(919-733-3836). EZ5801. EZ5801.In addition, the published North Carolina positions EZ5801.(NAD 83 (1986)) are NOT consistent with those determined in EZ5801.adjacent state readjustments. The discontinuity between stations EZ5801.located in North Carolina and those in adjacent states EZ5801.which have been adjusted to the HARN may be as much as 5 EZ5801.decimeters. This will result in a significant loss of accuracy EZ5801.over lines crossing such state borders. EZ5801 EZ5801 EZ5801.The horizontal coordinates were established by classical geodetic methods EZ5801.and adjusted by the National Geodetic Survey in March 1990. EZ5801 EZ5801.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5801 EZ5801.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5801 EZ5801.The geoid height was determined by GEOID03. EZ5801 EZ5801; North East Units Scale Factor Converg. EZ5801;SPC NC - 154,299.254 542,841.449 MT 0.99987453 -0 25 22.3 EZ5801;SPC NC - 506,230.14 1,780,972.32 sFT 0.99987453 -0 25 22.3 EZ5801;UTM 17 - 3,889,164.059 615,455.883 MT 0.99976428 +0 43 46.3 EZ5801 EZ5801! - Elev Factor x Scale Factor = Combined Factor EZ5801!SPC NC - 0.99997745 x 0.99987453 = 0.99985199 EZ5801!UTM 17 - 0.99997745 x 0.99976428 = 0.99974174 EZ5801 EZ5801 SUPERSEDED SURVEY CONTROL EZ5801 EZ5801 NGVD 29 (03/28/90) 174.9 (m) 574. (f) VERT ANG EZ5801 EZ5801.Superseded values are not recommended for survey control. EZ5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5801.See file dsdata.txt to determine how the superseded data were derived. EZ5801 EZ5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1545689164(NAD 83) EZ5801_MARKER: DE = TRAVERSE STATION DISK EZ5801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5801_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5801_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5801+STABILITY: SURFACE MOTION EZ5801 EZ5801 HISTORY - Date Condition Report By EZ5801 HISTORY - 1977 MONUMENTED NCGS EZ5801 EZ5801 STATION DESCRIPTION EZ5801 EZ5801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5801'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES SOUTHWEST OF PLAINVIEW EZ5801'AND 4.9 MILES NORTH-NORTHEAST OF ELLERBE. EZ5801' EZ5801'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EZ5801'PLAINVIEW, PROCEED SOUTHWEST ALONG US 220 AND NC 73 FOR 0.85 MILE TO EZ5801'STATION ON RIGHT, AT BOTTOM OF SHOULDER AND APPROXIMATELY 750 FEET EZ5801'NORTHEAST OF THE INTERSECTION WITH SR 1326. EZ5801' EZ5801'STATION MARK IS A STANDARD DISK STAMPED---PRES 1977---, SET IN THE TOP EZ5801'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5801'MARK IS 21.6 FEET NORTH-NORTHWEST OF THE CENTERLINE OF US 220, 78.4 EZ5801'FEET NORTH OF AN 8 INCH PINE WITH REFERENCE TAG, 68.0 FEET NORTHWEST EZ5801'OF AN 8 INCH PINE WITH A REFERENCE TAG, 67.1 FEET WEST-NORTHWEST OF EZ5801'SOUTH END OF CULVERT AND 44.7 FEET WEST-SOUTHWEST OF THE NORTH END. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2978 *********************************************************************** EB2978 DESIGNATION - PRESSLEY EB2978 PID - EB2978 EB2978 STATE/COUNTY- NC/RICHMOND EB2978 USGS QUAD - ROCKINGHAM (1982) EB2978 EB2978 *CURRENT SURVEY CONTROL EB2978 ___________________________________________________________________ EB2978* NAD 83(1986)- 34 53 10.86061(N) 079 46 24.09580(W) ADJUSTED EB2978* NAVD 88 - 104.6 (meters) 343. (feet) VERTCON EB2978 ___________________________________________________________________ EB2978 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EB2978 GEOID HEIGHT- -31.28 (meters) GEOID03 EB2978 EB2978 HORZ ORDER - SECOND EB2978 EB2978.The North Carolina HARNS have been completed but, EB2978.due to contractual restrictions, coordinates for these stations EB2978.will NOT be published in the near future. In the interim, the EB2978.published coordinates in North Carolina will not be EB2978.consistent with the Continuously Operating Reference Stations EB2978.(CORS). The HARN coordinates for these stations are available EB2978.upon request. Contact Gary Thompson(919-733-3836). EB2978. EB2978.In addition, the published North Carolina positions EB2978.(NAD 83 (1986)) are NOT consistent with those determined in EB2978.adjacent state readjustments. The discontinuity between stations EB2978.located in North Carolina and those in adjacent states EB2978.which have been adjusted to the HARN may be as much as 5 EB2978.decimeters. This will result in a significant loss of accuracy EB2978.over lines crossing such state borders. EB2978 EB2978 EB2978.The horizontal coordinates were established by classical geodetic methods EB2978.and adjusted by the National Geodetic Survey in July 1986. EB2978 EB2978.The NAVD 88 height was computed by applying the VERTCON shift value to EB2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2978 EB2978.The Laplace correction was computed from DEFLEC99 derived deflections. EB2978 EB2978.The geoid height was determined by GEOID03. EB2978 EB2978; North East Units Scale Factor Converg. EB2978;SPC NC - 126,331.147 538,913.425 MT 0.99989280 -0 26 46.9 EB2978;SPC NC - 414,471.44 1,768,085.13 sFT 0.99989280 -0 26 46.9 EB2978;UTM 17 - 3,861,126.175 612,090.464 MT 0.99975485 +0 42 05.9 EB2978 EB2978! - Elev Factor x Scale Factor = Combined Factor EB2978!SPC NC - 0.99998849 x 0.99989280 = 0.99988129 EB2978!UTM 17 - 0.99998849 x 0.99975485 = 0.99974334 EB2978 EB2978: Primary Azimuth Mark Grid Az EB2978:SPC NC - MCLENDON 323 19 30.2 EB2978:UTM 17 - MCLENDON 322 10 37.4 EB2978 EB2978|---------------------------------------------------------------------| EB2978| PID Reference Object Distance Geod. Az | EB2978| dddmmss.s | EB2978| EB2970 MCLENDON APPROX. 1.6 KM 3225243.3 | EB2978|---------------------------------------------------------------------| EB2978 EB2978 SUPERSEDED SURVEY CONTROL EB2978 EB2978 NAD 27 - 34 53 10.29507(N) 079 46 24.89790(W) AD( ) 2 EB2978 NGVD 29 (07/19/86) 104.9 (m) 344. (f) VERT ANG EB2978 EB2978.Superseded values are not recommended for survey control. EB2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2978.See file dsdata.txt to determine how the superseded data were derived. EB2978 EB2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1209061126(NAD 83) EB2978_MARKER: DE = TRAVERSE STATION DISK EB2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2978_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2978_STAMPING: PRESSLEY 1970 EB2978_MARK LOGO: NCGS EB2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2978+STABILITY: SURFACE MOTION EB2978 EB2978 HISTORY - Date Condition Report By EB2978 HISTORY - 1970 MONUMENTED NCGS EB2978 EB2978 STATION DESCRIPTION EB2978 EB2978'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2978'PRESSLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2978'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2978' EB2978'PRESSLEY IS LOCATED APPROXIMATELY 3.5 MILES SOUTH OF ROCKINGHAM AND EB2978'4.2 MILES WEST OF HAMLET. TO REACH STATION PROCEED FROM THE Y EB2978'INTERSECTION OF NC 177 AND SR 1900 NEAR THE SOUTHWEST EDGE OF EB2978'HAMLET, GO SOUTHWEST ON SR 1900 FOR 2.95 MILES TO INTERSECTION OF SR EB2978'1900 AND SR 1994, TURN RIGHT ON SR 1994 AND GO APPROXIMATELY 100 EB2978'FEET TO INTERSECTION OF SR 1994 AND SR 1992, TURN RIGHT ON SR 1992 EB2978'AND PROCEED NORTHWEST 1.55 MILES TO HIGHEST RISE AND STATION EB2978'ON LEFT, 0.3 MILE SOUTHEAST OF INTERSECTION OF SR 1992 AND SR 2016. EB2978' EB2978'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2978'PRESSLEY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2978'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2978' EB2978'MARK IS EB2978' EB2978'35.9 FEET WSW OF C/L OF SR 1992. EB2978'8.1 FEET S OF ALUMINUM REF. TAG ON SIGN POST. EB2978'8.8 FEET SE OF ALUMINUM REF. TAG ON SIGN POST. EB2978'114.4 FEET SSE OF ALUMINUM REF. TAG ON PP SF 22/11. EB2978'186.0 FEET NNW OF ALUMINUM REF. TAG ON PP. EB2978'65.2 FEET SSE OF C/L OF DIRT TRAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2136 *********************************************************************** EZ2136 DESIGNATION - PRODUCTS EZ2136 PID - EZ2136 EZ2136 STATE/COUNTY- NC/RICHMOND EZ2136 USGS QUAD - HOFFMAN (1982) EZ2136 EZ2136 *CURRENT SURVEY CONTROL EZ2136 ___________________________________________________________________ EZ2136* NAD 83(1986)- 35 03 15.03186(N) 079 30 37.88314(W) ADJUSTED EZ2136* NAVD 88 - 100.444 (meters) 329.54 (feet) ADJUSTED EZ2136 ___________________________________________________________________ EZ2136 LAPLACE CORR- -4.48 (seconds) DEFLEC99 EZ2136 GEOID HEIGHT- -31.79 (meters) GEOID03 EZ2136 DYNAMIC HT - 100.351 (meters) 329.23 (feet) COMP EZ2136 MODELED GRAV- 979,706.4 (mgal) NAVD 88 EZ2136 EZ2136 HORZ ORDER - SECOND EZ2136 VERT ORDER - FIRST CLASS II EZ2136 EZ2136.The North Carolina HARNS have been completed but, EZ2136.due to contractual restrictions, coordinates for these stations EZ2136.will NOT be published in the near future. In the interim, the EZ2136.published coordinates in North Carolina will not be EZ2136.consistent with the Continuously Operating Reference Stations EZ2136.(CORS). The HARN coordinates for these stations are available EZ2136.upon request. Contact Gary Thompson(919-733-3836). EZ2136. EZ2136.In addition, the published North Carolina positions EZ2136.(NAD 83 (1986)) are NOT consistent with those determined in EZ2136.adjacent state readjustments. The discontinuity between stations EZ2136.located in North Carolina and those in adjacent states EZ2136.which have been adjusted to the HARN may be as much as 5 EZ2136.decimeters. This will result in a significant loss of accuracy EZ2136.over lines crossing such state borders. EZ2136 EZ2136 EZ2136.The horizontal coordinates were established by classical geodetic methods EZ2136.and adjusted by the National Geodetic Survey in July 1986. EZ2136 EZ2136.The orthometric height was determined by differential leveling EZ2136.and adjusted by the National Geodetic Survey in June 1991. EZ2136 EZ2136.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2136 EZ2136.The geoid height was determined by GEOID03. EZ2136 EZ2136.The dynamic height is computed by dividing the NAVD 88 EZ2136.geopotential number by the normal gravity value computed on the EZ2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2136.degrees latitude (g = 980.6199 gals.). EZ2136 EZ2136.The modeled gravity was interpolated from observed gravity values. EZ2136 EZ2136; North East Units Scale Factor Converg. EZ2136;SPC NC - 144,791.952 563,033.103 MT 0.99987851 -0 17 40.8 EZ2136;SPC NC - 475,038.26 1,847,217.77 sFT 0.99987851 -0 17 40.8 EZ2136;UTM 17 - 3,880,065.144 635,832.839 MT 0.99982739 +0 51 20.2 EZ2136 EZ2136! - Elev Factor x Scale Factor = Combined Factor EZ2136!SPC NC - 0.99998922 x 0.99987851 = 0.99986773 EZ2136!UTM 17 - 0.99998922 x 0.99982739 = 0.99981662 EZ2136 EZ2136: Primary Azimuth Mark Grid Az EZ2136:SPC NC - SILICA 066 22 45.4 EZ2136:UTM 17 - SILICA 065 13 44.4 EZ2136 EZ2136|---------------------------------------------------------------------| EZ2136| PID Reference Object Distance Geod. Az | EZ2136| dddmmss.s | EZ2136| EZ2135 SILICA APPROX. 0.8 KM 0660504.6 | EZ2136|---------------------------------------------------------------------| EZ2136 EZ2136 SUPERSEDED SURVEY CONTROL EZ2136 EZ2136 NAD 27 - 35 03 14.47731(N) 079 30 38.72980(W) AD( ) 2 EZ2136 NGVD 29 (10/06/93) 100.692 (m) 330.35 (f) ADJUSTED 1 2 EZ2136 EZ2136.Superseded values are not recommended for survey control. EZ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2136.See file dsdata.txt to determine how the superseded data were derived. EZ2136 EZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3583380065(NAD 83) EZ2136_MARKER: DE = TRAVERSE STATION DISK EZ2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2136_SP_SET: CONCRETE POST EZ2136_STAMPING: PRODUCTS 1972 EZ2136_MARK LOGO: NCGS EZ2136_PROJECTION: FLUSH EZ2136_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2136+STABILITY: SURFACE MOTION EZ2136 EZ2136 HISTORY - Date Condition Report By EZ2136 HISTORY - 1972 MONUMENTED NCGS EZ2136 HISTORY - 1980 GOOD NCGS EZ2136 HISTORY - 1980 GOOD NCGS EZ2136 EZ2136 STATION DESCRIPTION EZ2136 EZ2136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2136'PRODUCTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2136'THE VICINITY OF HOFFMAN, NORTH CAROLINA. EZ2136' EZ2136'PRODUCTS IS LOCATED APPROXIMATELY 2.8 MILES NORTHEAST OF HOFFMAN AND EZ2136'7.0 MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM THE US 1 EZ2136'BRIDGE OVER DROWNING CREEK, PROCEED SOUTHWEST ALONG US 1 FOR 1.15 EZ2136'MILES TO STATION ON RIGHT, 2.5 MILES NORTHEAST OF INTERSECTION EZ2136'WITH SR 1004, AND ACROSS ROAD FROM A TIMBERED HILL. EZ2136' EZ2136'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2136'PRODUCTS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2136'WHICH IS FLUSH WITH THE GROUND. EZ2136' EZ2136'MARK IS EZ2136'36.5 FEET NW OF C/L OF US 1. EZ2136'53.5 FEET SW OF TP WITH ALUMINUM REF. TAG. EZ2136'47.7 FEET S OF 8 INCH OAK WITH ALUMINUM REF. TAG. EZ2136'46.7 FEET ESE OF 5 INCH OAK WITH ALUMINUM REF. TAG. EZ2136 EZ2136 STATION RECOVERY (1980) EZ2136 EZ2136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ2136'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE EZ2136'TELEPHONE POLE IS GONE AND THE MARK IS 137 FEET NORTH OF A POWER POLE EZ2136'WITH REFERENCE TAG. EZ2136 EZ2136 STATION RECOVERY (1980) EZ2136 EZ2136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ2136'2.8 MI NE FROM HOFFMAN. EZ2136'1.15 MILES SOUTHWEST ALONG U.S. 1 FROM THE MOORE-RICHMOND COUNTY LINE EZ2136'AND BRIDGE OVER DROWNING CREEK, 0.35 MILE SOUTHWEST OF ENTRANCE TO EZ2136'SILICA PLANT AND 2.5 MILES NORTHEAST OF INTERSECTION WITH SR 1004 EZ2136'-BOSTICK ROAD- IN HOFFMAN, 36.5 FEET NORTHWEST OF CENTERLINE OF EZ2136'HIGHWAY, 47.7 FEET SOUTH OF 8 INCH OAK WITH REFERENCE TAG, 46.7 FEET EZ2136'SOUTHEAST OF 5 INCH OAK WITH REFERENCE TAG AND 137.0 FEET NORTH OF EZ2136'POWER POLE WITH REFERENCE TAG. EZ2136'THE MARK IS 2 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1578 *********************************************************************** EB1578 DESIGNATION - QUICK EB1578 PID - EB1578 EB1578 STATE/COUNTY- NC/RICHMOND EB1578 USGS QUAD - HAMLET (1982) EB1578 EB1578 *CURRENT SURVEY CONTROL EB1578 ___________________________________________________________________ EB1578* NAD 83(1986)- 34 52 40.16886(N) 079 40 42.58709(W) ADJUSTED EB1578* NAVD 88 - 112.754 (meters) 369.93 (feet) ADJUSTED EB1578 ___________________________________________________________________ EB1578 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EB1578 GEOID HEIGHT- -31.59 (meters) GEOID03 EB1578 DYNAMIC HT - 112.649 (meters) 369.58 (feet) COMP EB1578 MODELED GRAV- 979,700.7 (mgal) NAVD 88 EB1578 EB1578 HORZ ORDER - SECOND EB1578 VERT ORDER - SECOND CLASS I EB1578 EB1578.The North Carolina HARNS have been completed but, EB1578.due to contractual restrictions, coordinates for these stations EB1578.will NOT be published in the near future. In the interim, the EB1578.published coordinates in North Carolina will not be EB1578.consistent with the Continuously Operating Reference Stations EB1578.(CORS). The HARN coordinates for these stations are available EB1578.upon request. Contact Gary Thompson(919-733-3836). EB1578. EB1578.In addition, the published North Carolina positions EB1578.(NAD 83 (1986)) are NOT consistent with those determined in EB1578.adjacent state readjustments. The discontinuity between stations EB1578.located in North Carolina and those in adjacent states EB1578.which have been adjusted to the HARN may be as much as 5 EB1578.decimeters. This will result in a significant loss of accuracy EB1578.over lines crossing such state borders. EB1578 EB1578 EB1578.The horizontal coordinates were established by classical geodetic methods EB1578.and adjusted by the National Geodetic Survey in April 1991. EB1578 EB1578.The orthometric height was determined by differential leveling EB1578.and adjusted by the National Geodetic Survey in June 1991. EB1578 EB1578.The Laplace correction was computed from DEFLEC99 derived deflections. EB1578 EB1578.The geoid height was determined by GEOID03. EB1578 EB1578.The dynamic height is computed by dividing the NAVD 88 EB1578.geopotential number by the normal gravity value computed on the EB1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1578.degrees latitude (g = 980.6199 gals.). EB1578 EB1578.The modeled gravity was interpolated from observed gravity values. EB1578 EB1578; North East Units Scale Factor Converg. EB1578;SPC NC - 125,322.059 547,577.675 MT 0.99989376 -0 23 29.8 EB1578;SPC NC - 411,160.79 1,796,511.09 sFT 0.99989376 -0 23 29.8 EB1578;UTM 17 - 3,860,290.937 620,772.092 MT 0.99977977 +0 45 20.8 EB1578 EB1578! - Elev Factor x Scale Factor = Combined Factor EB1578!SPC NC - 0.99998726 x 0.99989376 = 0.99988102 EB1578!UTM 17 - 0.99998726 x 0.99977977 = 0.99976703 EB1578 EB1578 SUPERSEDED SURVEY CONTROL EB1578 EB1578 NGVD 29 (10/06/93) 113.025 (m) 370.82 (f) ADJUSTED 2 1 EB1578 EB1578.Superseded values are not recommended for survey control. EB1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1578.See file dsdata.txt to determine how the superseded data were derived. EB1578 EB1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2077260291(NAD 83) EB1578_MARKER: DE = TRAVERSE STATION DISK EB1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1578_SP_SET: CONCRETE POST EB1578_STAMPING: QUICK 1978 EB1578_MARK LOGO: NCGS EB1578_PROJECTION: RECESSED 10 CENTIMETERS EB1578_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1578+STABILITY: SURFACE MOTION EB1578 EB1578 HISTORY - Date Condition Report By EB1578 HISTORY - 1978 MONUMENTED NCGS EB1578 HISTORY - 1978 GOOD NCGS EB1578 HISTORY - 1988 GOOD USPSQD EB1578 EB1578 STATION DESCRIPTION EB1578 EB1578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1578'THE STATION IS LOCATED APPROXIMATEY 1.7 MILES SOUTHEAST OF HAMLET. EB1578' EB1578'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 381 SOUTHWEST OF EB1578'HAMLET, PROCEED WEST ALONG US 74 FOR 0.25 MILE TO STATION ON LEFT EB1578'APPROXIMATELY 125 FEET EAST OF S+S SUPERETTE GROCERY AND APPROXIMATELY EB1578'HALFWAY BETWEEN 2 EMTRANCES TO A SMALL MOBILE HOME PARK. EB1578' EB1578'STATION MARK IS A STANDARD DISK STAMPED---QUICK 1978---SET IN TOP OF EB1578'A 9 INCH CONCRETE MONUMENT, WHICH IS 4 INCHES BELOW THE GROUND EB1578'SURFACE. THE MARK IS 31.5 FEET SOUTH OF CENTERLINER OF US 74, 3.4 FEET EB1578'NORTH OF RIGHT-OF-WAY MARKER, 11.0 FEET NORTHEAST OF POWER POLE 2505, EB1578'64.3 FEET EAST OF TELEPHONE POLE WITH REFERENCE TAG, 84.6 FEET EB1578'WEST-NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG AND 48.6 FEET EB1578'NORTHWEST OF A 10 INCH PINE WITH REFERENCE TAG. EB1578 EB1578 STATION RECOVERY (1978) EB1578 EB1578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1578'1.7 MI SE FROM HAMLET. EB1578'0.25 MILE WEST ALONG U.S. 74 FROM JUNCTION WITH N.C. 381 SOUTHWEST EB1578'OF HAMLET, APPROXIMATELY 125 FEET EAST OF S AND S SUPERETTE EB1578'GROCERY, AND ABOUT MIDWAY BETWEEN TWO ENTRANCES TO A SMALL MOBILE EB1578'HOME PARK, 31.5 FEET SOUTH OF CENTERLINE OF U.S. 74, 3.4 FEET EB1578'NORTH OF RIGHT-OF-WAY MARKER, 11.0 FEET NORTHEAST OF POWER POLE EB1578'2505 WITH REFERENCE TAG, 64.3 FEET EAST OF TELEPHONE POLE WITH EB1578'REFERENCE TAG, 84.6 FEET WEST-NORTHWEST OF TELEPHONE POLE WITH EB1578'REFERENCE TAG AND 48.6 FEET NORTHWEST OF 10 INCH PINE WITH REFERENCE EB1578'TAG. EB1578 EB1578 STATION RECOVERY (1988) EB1578 EB1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP) EB1578'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2891 *********************************************************************** EB2891 DESIGNATION - RAIL EB2891 PID - EB2891 EB2891 STATE/COUNTY- NC/RICHMOND EB2891 USGS QUAD - HAMLET (1982) EB2891 EB2891 *CURRENT SURVEY CONTROL EB2891 ___________________________________________________________________ EB2891* NAD 83(1986)- 34 52 36.82821(N) 079 44 24.72601(W) ADJUSTED EB2891* NAVD 88 - 107.3 (meters) 352. (feet) VERTCON EB2891 ___________________________________________________________________ EB2891 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EB2891 GEOID HEIGHT- -31.40 (meters) GEOID03 EB2891 EB2891 HORZ ORDER - SECOND EB2891 EB2891.The North Carolina HARNS have been completed but, EB2891.due to contractual restrictions, coordinates for these stations EB2891.will NOT be published in the near future. In the interim, the EB2891.published coordinates in North Carolina will not be EB2891.consistent with the Continuously Operating Reference Stations EB2891.(CORS). The HARN coordinates for these stations are available EB2891.upon request. Contact Gary Thompson(919-733-3836). EB2891. EB2891.In addition, the published North Carolina positions EB2891.(NAD 83 (1986)) are NOT consistent with those determined in EB2891.adjacent state readjustments. The discontinuity between stations EB2891.located in North Carolina and those in adjacent states EB2891.which have been adjusted to the HARN may be as much as 5 EB2891.decimeters. This will result in a significant loss of accuracy EB2891.over lines crossing such state borders. EB2891 EB2891 EB2891.The horizontal coordinates were established by classical geodetic methods EB2891.and adjusted by the National Geodetic Survey in July 1986. EB2891 EB2891.The NAVD 88 height was computed by applying the VERTCON shift value to EB2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2891 EB2891.The Laplace correction was computed from DEFLEC99 derived deflections. EB2891 EB2891.The geoid height was determined by GEOID03. EB2891 EB2891; North East Units Scale Factor Converg. EB2891;SPC NC - 125,259.432 541,936.331 MT 0.99989386 -0 25 38.0 EB2891;SPC NC - 410,955.32 1,778,002.78 sFT 0.99989386 -0 25 38.0 EB2891;SPC SC - 338,241.100 724,775.620 MT 1.00001578 +0 41 54.4 EB2891;SPC SC - 1,109,714.90 2,377,872.77 iFT 1.00001578 +0 41 54.4 EB2891;UTM 17 - 3,860,115.368 615,133.823 MT 0.99976338 +0 43 13.6 EB2891 EB2891! - Elev Factor x Scale Factor = Combined Factor EB2891!SPC NC - 0.99998808 x 0.99989386 = 0.99988194 EB2891!SPC SC - 0.99998808 x 1.00001578 = 1.00000386 EB2891!UTM 17 - 0.99998808 x 0.99976338 = 0.99975146 EB2891 EB2891: Primary Azimuth Mark Grid Az EB2891:SPC NC - FRANKS 238 43 23.1 EB2891:SPC SC - FRANKS 237 35 50.7 EB2891:UTM 17 - FRANKS 237 34 31.5 EB2891 EB2891|---------------------------------------------------------------------| EB2891| PID Reference Object Distance Geod. Az | EB2891| dddmmss.s | EB2891| EB3027 FRANKS APPROX. 2.4 KM 2381745.1 | EB2891|---------------------------------------------------------------------| EB2891 EB2891 SUPERSEDED SURVEY CONTROL EB2891 EB2891 NAD 27 - 34 52 36.26277(N) 079 44 25.53383(W) AD( ) 2 EB2891 NGVD 29 (07/19/86) 107.6 (m) 353. (f) VERT ANG EB2891 EB2891.Superseded values are not recommended for survey control. EB2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2891.See file dsdata.txt to determine how the superseded data were derived. EB2891 EB2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1513460115(NAD 83) EB2891_MARKER: DE = TRAVERSE STATION DISK EB2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2891_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2891_STAMPING: RAIL 1970 EB2891_MARK LOGO: NCGS EB2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2891+STABILITY: SURFACE MOTION EB2891 EB2891 HISTORY - Date Condition Report By EB2891 HISTORY - 1970 MONUMENTED NCGS EB2891 EB2891 STATION DESCRIPTION EB2891 EB2891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2891'RAIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2891'VICINITY OF HAMLET, NORTH CAROLINA. EB2891' EB2891'RAIL IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF HAMLET. TO EB2891'REACH STATION PROCEED FROM Y INTERSECTION OF NC 177 AND SR 1900 NEAR EB2891'THE SOUTHWEST EDGE OF HAMLET, GO SOUTHWEST ON SR 1900 FOR 0.65 EB2891'MILE TO INTERSECTION OF SR 1900 AND SR 1914, CONTINUE SOUTHWEST EB2891'ON SR 1900 FOR 0.85 MILE TO STATION ON RIGHT, APPROXIMATELY 30 EB2891'FEET NORTH OF SEABOARD COAST LINE RR, AND 0.15 MILE NORTHEAST OF EB2891'INTERSECTION OF SR 1900 AND SR 1966. EB2891' EB2891'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED RAIL EB2891'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2891'FLUSH WITH THE SURFACE OF THE GROUND. EB2891' EB2891'MARK IS EB2891' EB2891'16.3 FEET NW OF C/L OF SR 1900. EB2891'36.3 FEET NE OF C/L OF SR 1900 AND E RAIL OF SEABOARD COAST LINE RR. EB2891'6.8 FEET SW OF ALUMINUM REF. TAG ON POST OF RR CROSSING SIGN. EB2891'79.2 FEET NW OF ALUMINUM REF. TAG ON PP. EB2891'22.4 FEET SSE OF ALUMINUM REF. TAG ON PP NO. 9T/34. EB2891'85.7 FEET ENE OF ALUMINUM REF. TAG ON PP NO. 9 1/2. EB2891'71.6 FEET NNE OF ALUMINUM REF. TAG ON POST OF RR CROSSING SIGN. EB2891'55.4 FEET NNE OF RR TRACK SWITCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2876 *********************************************************************** EB2876 DESIGNATION - RAINBOW EB2876 PID - EB2876 EB2876 STATE/COUNTY- NC/RICHMOND EB2876 USGS QUAD - HAMLET (1982) EB2876 EB2876 *CURRENT SURVEY CONTROL EB2876 ___________________________________________________________________ EB2876* NAD 83(1986)- 34 57 16.50707(N) 079 40 05.47337(W) ADJUSTED EB2876* NAVD 88 - 120.6 (meters) 396. (feet) VERTCON EB2876 ___________________________________________________________________ EB2876 LAPLACE CORR- -4.99 (seconds) DEFLEC99 EB2876 GEOID HEIGHT- -31.48 (meters) GEOID03 EB2876 EB2876 HORZ ORDER - SECOND EB2876 EB2876.The North Carolina HARNS have been completed but, EB2876.due to contractual restrictions, coordinates for these stations EB2876.will NOT be published in the near future. In the interim, the EB2876.published coordinates in North Carolina will not be EB2876.consistent with the Continuously Operating Reference Stations EB2876.(CORS). The HARN coordinates for these stations are available EB2876.upon request. Contact Gary Thompson(919-733-3836). EB2876. EB2876.In addition, the published North Carolina positions EB2876.(NAD 83 (1986)) are NOT consistent with those determined in EB2876.adjacent state readjustments. The discontinuity between stations EB2876.located in North Carolina and those in adjacent states EB2876.which have been adjusted to the HARN may be as much as 5 EB2876.decimeters. This will result in a significant loss of accuracy EB2876.over lines crossing such state borders. EB2876 EB2876 EB2876.The horizontal coordinates were established by classical geodetic methods EB2876.and adjusted by the National Geodetic Survey in July 1986. EB2876 EB2876.The NAVD 88 height was computed by applying the VERTCON shift value to EB2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2876 EB2876.The Laplace correction was computed from DEFLEC99 derived deflections. EB2876 EB2876.The geoid height was determined by GEOID03. EB2876 EB2876; North East Units Scale Factor Converg. EB2876;SPC NC - 133,830.283 548,577.385 MT 0.99988596 -0 23 08.4 EB2876;SPC NC - 439,074.85 1,799,790.97 sFT 0.99988596 -0 23 08.4 EB2876;UTM 17 - 3,868,816.557 621,601.038 MT 0.99978224 +0 45 47.3 EB2876 EB2876! - Elev Factor x Scale Factor = Combined Factor EB2876!SPC NC - 0.99998601 x 0.99988596 = 0.99987197 EB2876!UTM 17 - 0.99998601 x 0.99978224 = 0.99976825 EB2876 EB2876: Primary Azimuth Mark Grid Az EB2876:SPC NC - FISH 347 27 59.0 EB2876:UTM 17 - FISH 346 19 03.3 EB2876 EB2876|---------------------------------------------------------------------| EB2876| PID Reference Object Distance Geod. Az | EB2876| dddmmss.s | EB2876| EB2886 TROUT 254.639 METERS 16327 | EB2876| EB2881 FISH APPROX. 0.7 KM 3470450.6 | EB2876|---------------------------------------------------------------------| EB2876 EB2876 SUPERSEDED SURVEY CONTROL EB2876 EB2876 NAD 27 - 34 57 15.95291(N) 079 40 06.27917(W) AD( ) 2 EB2876 NGVD 29 (07/19/86) 120.9 (m) 397. (f) VERT ANG EB2876 EB2876.Superseded values are not recommended for survey control. EB2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2876.See file dsdata.txt to determine how the superseded data were derived. EB2876 EB2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2160168817(NAD 83) EB2876_MARKER: DE = TRAVERSE STATION DISK EB2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2876_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2876_STAMPING: RAINBOW 1970 EB2876_MARK LOGO: NCGS EB2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2876+STABILITY: SURFACE MOTION EB2876 EB2876 HISTORY - Date Condition Report By EB2876 HISTORY - 1970 MONUMENTED NCGS EB2876 EB2876 STATION DESCRIPTION EB2876 EB2876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2876'RAINBOW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2876'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2876' EB2876'RAINBOW IS LOCATED APPROXIMATELY 4.5 MILES NNE OF HAMLET AND 5.8 EB2876'MILES EAST OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE EB2876'INTERSECTION OF SR 1475 (ROAD TO MCDONALDS CHURCH) AND US 1 EB2876'APPROXIMATELY 5.0 MILES EAST OF ROCKINGHAM, GO EAST ON US 1 FOR EB2876'0.9 MILE TO DIM ROAD ON RIGHT FOLLOWING POWER LINE, GO SOUTH ON EB2876'DIM ROAD FOR 0.65 MILE TO STATION ON RIGHT, ON TOP OF HIGHEST EB2876'RIDGE, NEAR A POWER POLE, AND 2.35 MILES NORTH OF INTERSECTION OF EB2876'DIM ROAD AND NC 177. EB2876' EB2876'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EB2876'RAINBOW 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2876'WHICH IS 6 INCHES ABOVE THE SURFACE OF THE GROUND. EB2876' EB2876'MARK IS EB2876' EB2876'67.5 FEET SE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE ON W SIDE OF EB2876'DIRT PATH. EB2876'5.0 FEET E OF ALUMINUM REF. TAG ON PP ON W SIDE OF DIRT PATH. EB2876'8.2 FEET W OF C/L OF DIRT PATH. EB2876'45.8 FEET NW OF ALUMINUM REF. TAG ON 5 INCH PINE TREE ON EAST EB2876'SIDE OF DIRT PATH. EB2876'47.3 FEET W OF ALUMINUM REF. TAG ON 8 INCH PINE TREE ON EB2876'EAST SIDE OF DIRT PATH (WITH DOUBLE TRUNK TOP). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1429 *********************************************************************** EZ1429 DESIGNATION - RATLE EZ1429 PID - EZ1429 EZ1429 STATE/COUNTY- NC/RICHMOND EZ1429 USGS QUAD - PINEBLUFF (1982) EZ1429 EZ1429 *CURRENT SURVEY CONTROL EZ1429 ___________________________________________________________________ EZ1429* NAD 83(1986)- 35 03 05.39824(N) 079 29 03.45797(W) ADJUSTED EZ1429* NAVD 88 - 85.25 (+/-2cm) 279.7 (feet) VERTCON EZ1429 ___________________________________________________________________ EZ1429 LAPLACE CORR- -4.00 (seconds) DEFLEC99 EZ1429 GEOID HEIGHT- -31.86 (meters) GEOID03 EZ1429 EZ1429 HORZ ORDER - FIRST EZ1429 VERT ORDER - THIRD ? (See Below) EZ1429 EZ1429.The North Carolina HARNS have been completed but, EZ1429.due to contractual restrictions, coordinates for these stations EZ1429.will NOT be published in the near future. In the interim, the EZ1429.published coordinates in North Carolina will not be EZ1429.consistent with the Continuously Operating Reference Stations EZ1429.(CORS). The HARN coordinates for these stations are available EZ1429.upon request. Contact Gary Thompson(919-733-3836). EZ1429. EZ1429.In addition, the published North Carolina positions EZ1429.(NAD 83 (1986)) are NOT consistent with those determined in EZ1429.adjacent state readjustments. The discontinuity between stations EZ1429.located in North Carolina and those in adjacent states EZ1429.which have been adjusted to the HARN may be as much as 5 EZ1429.decimeters. This will result in a significant loss of accuracy EZ1429.over lines crossing such state borders. EZ1429 EZ1429 EZ1429.The horizontal coordinates were established by classical geodetic methods EZ1429.and adjusted by the National Geodetic Survey in July 1986. EZ1429 EZ1429.The NAVD 88 height was computed by applying the VERTCON shift value to EZ1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ1429.The vertical order pertains to the NGVD 29 superseded value. EZ1429 EZ1429.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1429 EZ1429.The geoid height was determined by GEOID03. EZ1429 EZ1429; North East Units Scale Factor Converg. EZ1429;SPC NC - 144,483.123 565,424.171 MT 0.99987867 -0 16 46.3 EZ1429;SPC NC - 474,025.05 1,855,062.47 sFT 0.99987867 -0 16 46.3 EZ1429;UTM 17 - 3,879,804.387 638,229.513 MT 0.99983549 +0 52 14.3 EZ1429 EZ1429! - Elev Factor x Scale Factor = Combined Factor EZ1429!SPC NC - 0.99999162 x 0.99987867 = 0.99987029 EZ1429!UTM 17 - 0.99999162 x 0.99983549 = 0.99982711 EZ1429 EZ1429: Primary Azimuth Mark Grid Az EZ1429:SPC NC - ALEXANDER 267 30 57.3 EZ1429:UTM 17 - ALEXANDER 266 21 56.7 EZ1429 EZ1429|---------------------------------------------------------------------| EZ1429| PID Reference Object Distance Geod. Az | EZ1429| dddmmss.s | EZ1429| EZ5632 RATLE RM 22.700 METERS 01919 | EZ1429| EZ3471 ALEXANDER APPROX. 0.7 KM 2671411.0 | EZ1429|---------------------------------------------------------------------| EZ1429 EZ1429 SUPERSEDED SURVEY CONTROL EZ1429 EZ1429 NAD 27 - 35 03 04.83980(N) 079 29 04.31419(W) AD( ) 1 EZ1429 NGVD 29 (07/19/86) 85.50 (m) 280.5 (f) LEVELING 3 EZ1429 EZ1429.Superseded values are not recommended for survey control. EZ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1429.See file dsdata.txt to determine how the superseded data were derived. EZ1429 EZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3823079804(NAD 83) EZ1429_MARKER: DS = TRIANGULATION STATION DISK EZ1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1429_STAMPING: RATLE 1918 EZ1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1429+STABILITY: SURFACE MOTION EZ1429 EZ1429 HISTORY - Date Condition Report By EZ1429 HISTORY - 1918 MONUMENTED CGS EZ1429 HISTORY - 1933 GOOD CGS EZ1429 HISTORY - 1934 GOOD CGS EZ1429 HISTORY - 1948 MARK NOT FOUND USGS EZ1429 HISTORY - 1948 MARK NOT FOUND NGS EZ1429 HISTORY - 1989 MARK NOT FOUND USGS EZ1429 EZ1429 STATION DESCRIPTION EZ1429 EZ1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ1429'ABOUT 1-1/2 MILES SOUTH OF KEYSER, ON SECOND CURVE OF SEABOARD AIR EZ1429'LINE RAILWAY SOUTH OF KEYSER AND FIRST CURVE SOUTH OF MILEPOST 235, EZ1429'AT INTERSECTION OF TANGENTS TO WEST RAIL, AND ABOUT 5.00 METERS EZ1429'(16.4 FEET) EAST OF EAST RAIL. SURFACE MARK IS STANDARD DISK EZ1429'STATION MARK IN CONCRETE. UNDERGROUND MARK IS GLASS BOTTLE IN EZ1429'CONCRETE. REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, 30 EZ1429'METERS (98 FEET) EAST OF EAST RAIL, ABOUT 2.0 METERS (7 FEET) SOUTH EZ1429'OF TELEGRAPH POLE, AND 22.70 METERS (74.5 FEET) FROM STATION EZ1429'N 19 DEG 19 MIN E. STATION ERIE EZ1429'IS VISIBLE FROM GROUND N 39 DEG 27 MIN E. EZ1429'STATION ALEXANDER EZ1429'IS VISIBLE FROM GROUND S 87 DEG 14 MIN W. EZ1429 EZ1429 STATION RECOVERY (1934) EZ1429 EZ1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EZ1429'IN 1934, STATION SITE WAS FOUND TO BE COVERED TO A DEPTH OF 4 OR 5 EZ1429'FEET BY RAILWAY EMBANKMENT FILL. EZ1429 EZ1429 STATION RECOVERY (1948) EZ1429 EZ1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 EZ1429'STATION WAS NOT FOUND. RAILROAD HAS BEEN REROUTED AND MARK HAS EZ1429'EITHER BEEN DESTROYED OR UNDER A DEEP FILL. MILEPOST HAS BEEN MOVED EZ1429'NORTH OF OLD LOCATION APPROXIMATELY 300 YARDS. EZ1429 EZ1429 STATION RECOVERY (1948) EZ1429 EZ1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948 EZ1429'IN RICHMOND. EZ1429'IN RICHMOND COUNTY, 2.1 MILES SOUTHWEST ALONG THE SEABOARD EZ1429'AIR LINE RAILWAY FROM THE STATION AT ADDOR, MOORE COUNTY, 500 EZ1429'FEET SOUTHWEST OF MILEPOST 235, AT A CURVE, AT THE INTERSECTION EZ1429'OF THE PROLONGATIONS OF THE WEST RAILS OF THE TANGENTS, AND 16 EZ1429'FEET EAST OF THE EAST RAIL. A STANDARD TRIANGULATION DISK, EZ1429'STAMPED RATLE 1918 AND SET IN THE TOP OF A CONCRETE POST. EZ1429'NOTE-- RAILROAD HAS BEEN REROUTED AND MARK HAS PROBABLY BEEN EZ1429'DESTROYED OR IS UNDER A DEEP FILL. MILEPOST HAS BEEN MOVED NORTH EZ1429'OF OLD LOCATION APPROXIMATELY 300 YARDS. EZ1429 EZ1429 STATION RECOVERY (1989) EZ1429 EZ1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO) EZ1429'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5803 *********************************************************************** EZ5803 DESIGNATION - RED TOP EZ5803 PID - EZ5803 EZ5803 STATE/COUNTY- NC/RICHMOND EZ5803 USGS QUAD - ELLERBE (1982) EZ5803 EZ5803 *CURRENT SURVEY CONTROL EZ5803 ___________________________________________________________________ EZ5803* NAD 83(1986)- 35 05 43.31265(N) 079 45 31.08921(W) ADJUSTED EZ5803* NAVD 88 - 142.4 (meters) 467. (feet) VERTCON EZ5803 ___________________________________________________________________ EZ5803 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EZ5803 GEOID HEIGHT- -30.98 (meters) GEOID03 EZ5803 EZ5803 HORZ ORDER - SECOND EZ5803 EZ5803.The North Carolina HARNS have been completed but, EZ5803.due to contractual restrictions, coordinates for these stations EZ5803.will NOT be published in the near future. In the interim, the EZ5803.published coordinates in North Carolina will not be EZ5803.consistent with the Continuously Operating Reference Stations EZ5803.(CORS). The HARN coordinates for these stations are available EZ5803.upon request. Contact Gary Thompson(919-733-3836). EZ5803. EZ5803.In addition, the published North Carolina positions EZ5803.(NAD 83 (1986)) are NOT consistent with those determined in EZ5803.adjacent state readjustments. The discontinuity between stations EZ5803.located in North Carolina and those in adjacent states EZ5803.which have been adjusted to the HARN may be as much as 5 EZ5803.decimeters. This will result in a significant loss of accuracy EZ5803.over lines crossing such state borders. EZ5803 EZ5803 EZ5803.The horizontal coordinates were established by classical geodetic methods EZ5803.and adjusted by the National Geodetic Survey in March 1990. EZ5803 EZ5803.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5803 EZ5803.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5803 EZ5803.The geoid height was determined by GEOID03. EZ5803 EZ5803; North East Units Scale Factor Converg. EZ5803;SPC NC - 149,505.531 540,436.413 MT 0.99987630 -0 26 16.3 EZ5803;SPC NC - 490,502.73 1,773,081.80 sFT 0.99987630 -0 26 16.3 EZ5803;UTM 17 - 3,884,323.505 613,147.974 MT 0.99975778 +0 42 49.6 EZ5803 EZ5803! - Elev Factor x Scale Factor = Combined Factor EZ5803!SPC NC - 0.99998252 x 0.99987630 = 0.99985882 EZ5803!UTM 17 - 0.99998252 x 0.99975778 = 0.99974030 EZ5803 EZ5803 SUPERSEDED SURVEY CONTROL EZ5803 EZ5803 NGVD 29 (03/28/90) 142.6 (m) 468. (f) VERT ANG EZ5803 EZ5803.Superseded values are not recommended for survey control. EZ5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5803.See file dsdata.txt to determine how the superseded data were derived. EZ5803 EZ5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1314884324(NAD 83) EZ5803_MARKER: DE = TRAVERSE STATION DISK EZ5803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5803_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5803_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5803+STABILITY: SURFACE MOTION EZ5803 EZ5803 HISTORY - Date Condition Report By EZ5803 HISTORY - 1977 MONUMENTED NCGS EZ5803 EZ5803 STATION DESCRIPTION EZ5803 EZ5803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5803'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTH OF ELLERBE. EZ5803' EZ5803'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH EZ5803'OF ELLERBE, PROCEED NORTHERLY ALONG US 220 AND NC 73 FOR 0.55 MILE TO EZ5803'STATION ON RIGHT, NEAR --RED TOP PRODUCE-- METAL SIGN POST AND 3 FEET EZ5803'SOUTH OF PROLONGATION OF NORTH SIDE OF PRODUCE SHED AND 0.15 MILE EZ5803'SOUTH OF SR 1317. EZ5803' EZ5803'STATION MARK IS A STANDARD DISK STAMPED---RED TOP 1977---, SET IN THE EZ5803'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ5803'THE MARK IS 37.7 FEET SOUTHEAST OF THE CENTERLINE OF US 220, 32.5 FEET EZ5803'WEST OF AN 18 INCH HICKORY WITH REFERENCE TAG, 37.8 FEET NORTH OF THE EZ5803'SOUTHWEST CORNER POST OF PRODUCE STAND WITH REFERENCE TAG, 94.5 FEET EZ5803'NORTHEAST OF POWER POLE 3T58 WITH TRANSFORMER AND REFERENCE TAG AND EZ5803'7.0 FEET EAST-NORTHEAST OF METAL SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5804 *********************************************************************** EZ5804 DESIGNATION - REFUSE EZ5804 PID - EZ5804 EZ5804 STATE/COUNTY- NC/RICHMOND EZ5804 USGS QUAD - ELLERBE (1982) EZ5804 EZ5804 *CURRENT SURVEY CONTROL EZ5804 ___________________________________________________________________ EZ5804* NAD 83(1986)- 35 03 14.02670(N) 079 46 15.55177(W) ADJUSTED EZ5804* NAVD 88 - 144.5 (meters) 474. (feet) VERTCON EZ5804 ___________________________________________________________________ EZ5804 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EZ5804 GEOID HEIGHT- -31.02 (meters) GEOID03 EZ5804 EZ5804 HORZ ORDER - SECOND EZ5804 EZ5804.The North Carolina HARNS have been completed but, EZ5804.due to contractual restrictions, coordinates for these stations EZ5804.will NOT be published in the near future. In the interim, the EZ5804.published coordinates in North Carolina will not be EZ5804.consistent with the Continuously Operating Reference Stations EZ5804.(CORS). The HARN coordinates for these stations are available EZ5804.upon request. Contact Gary Thompson(919-733-3836). EZ5804. EZ5804.In addition, the published North Carolina positions EZ5804.(NAD 83 (1986)) are NOT consistent with those determined in EZ5804.adjacent state readjustments. The discontinuity between stations EZ5804.located in North Carolina and those in adjacent states EZ5804.which have been adjusted to the HARN may be as much as 5 EZ5804.decimeters. This will result in a significant loss of accuracy EZ5804.over lines crossing such state borders. EZ5804 EZ5804 EZ5804.The horizontal coordinates were established by classical geodetic methods EZ5804.and adjusted by the National Geodetic Survey in March 1990. EZ5804 EZ5804.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5804 EZ5804.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5804 EZ5804.The geoid height was determined by GEOID03. EZ5804 EZ5804; North East Units Scale Factor Converg. EZ5804;SPC NC - 144,914.333 539,274.696 MT 0.99987852 -0 26 42.0 EZ5804;SPC NC - 475,439.77 1,769,270.40 sFT 0.99987852 -0 26 42.0 EZ5804;UTM 17 - 3,879,710.451 612,078.870 MT 0.99975481 +0 42 21.4 EZ5804 EZ5804! - Elev Factor x Scale Factor = Combined Factor EZ5804!SPC NC - 0.99998218 x 0.99987852 = 0.99986071 EZ5804!UTM 17 - 0.99998218 x 0.99975481 = 0.99973700 EZ5804 EZ5804 SUPERSEDED SURVEY CONTROL EZ5804 EZ5804 NGVD 29 (03/28/90) 144.8 (m) 475. (f) VERT ANG EZ5804 EZ5804.Superseded values are not recommended for survey control. EZ5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5804.See file dsdata.txt to determine how the superseded data were derived. EZ5804 EZ5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1207979710(NAD 83) EZ5804_MARKER: DE = TRAVERSE STATION DISK EZ5804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5804_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5804_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5804+STABILITY: SURFACE MOTION EZ5804 EZ5804 HISTORY - Date Condition Report By EZ5804 HISTORY - 1977 MONUMENTED NCGS EZ5804 EZ5804 STATION DESCRIPTION EZ5804 EZ5804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5804'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH-SOUTHWEST OF EZ5804'ELLERBE AND 7.9 MILES NORTH OF ROCKINGHAM. EZ5804' EZ5804'TO REACH THE STATION FROM THE INTERSECTION OF US 220 (MAIN STREET) EZ5804'WITH SR 1309 (PAGE STREET) IN ELLERBE, PROCEED SOUTHERLY ALONG US 220 EZ5804'FOR 1.4 MILES TO STATION ON RIGHT, NEAR THE FIRST OF THREE SMALL PINE EZ5804'TREES IN A LARGE CLEARED FIELD, ABOUT 200 FEET SOUTH OF A WHITE EZ5804'SHINGLE HOUSE AND 0.7 MILE NORTH OF THE NORTH JUNCTION OF SR 1305 EZ5804'(COVINGTON DAIRY ROAD). EZ5804' EZ5804'STATION MARK IS A STANDARD DISK STAMPED---REFUSE 1977---SET IN THE TOP EZ5804'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5804'MARK IS 101.3 FEET WEST-NORTHWEST OF CENTERLINE OF US 220, 3.6 FEET EZ5804'WEST OF 6 INCH PINE WITH REFERENCE TAG, 7.8 FEET NORTH OF 6 INCH PINE EZ5804'WITH REFERENCE TAG AND 52.4 FEET NORTH-NORTHEAST OF 6 INCH PINE WITH EZ5804'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2882 *********************************************************************** EB2882 DESIGNATION - REVELS EB2882 PID - EB2882 EB2882 STATE/COUNTY- NC/RICHMOND EB2882 USGS QUAD - HAMLET (1982) EB2882 EB2882 *CURRENT SURVEY CONTROL EB2882 ___________________________________________________________________ EB2882* NAD 83(1986)- 34 54 40.98313(N) 079 43 33.72727(W) ADJUSTED EB2882* NAVD 88 - 77.6 (meters) 255. (feet) VERTCON EB2882 ___________________________________________________________________ EB2882 LAPLACE CORR- -4.92 (seconds) DEFLEC99 EB2882 GEOID HEIGHT- -31.38 (meters) GEOID03 EB2882 EB2882 HORZ ORDER - SECOND EB2882 EB2882.The North Carolina HARNS have been completed but, EB2882.due to contractual restrictions, coordinates for these stations EB2882.will NOT be published in the near future. In the interim, the EB2882.published coordinates in North Carolina will not be EB2882.consistent with the Continuously Operating Reference Stations EB2882.(CORS). The HARN coordinates for these stations are available EB2882.upon request. Contact Gary Thompson(919-733-3836). EB2882. EB2882.In addition, the published North Carolina positions EB2882.(NAD 83 (1986)) are NOT consistent with those determined in EB2882.adjacent state readjustments. The discontinuity between stations EB2882.located in North Carolina and those in adjacent states EB2882.which have been adjusted to the HARN may be as much as 5 EB2882.decimeters. This will result in a significant loss of accuracy EB2882.over lines crossing such state borders. EB2882 EB2882 EB2882.The horizontal coordinates were established by classical geodetic methods EB2882.and adjusted by the National Geodetic Survey in July 1986. EB2882 EB2882.The NAVD 88 height was computed by applying the VERTCON shift value to EB2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2882 EB2882.The Laplace correction was computed from DEFLEC99 derived deflections. EB2882 EB2882.The geoid height was determined by GEOID03. EB2882 EB2882; North East Units Scale Factor Converg. EB2882;SPC NC - 129,075.347 543,259.288 MT 0.99989013 -0 25 08.6 EB2882;SPC NC - 423,474.70 1,782,343.18 sFT 0.99989013 -0 25 08.6 EB2882;UTM 17 - 3,863,956.533 616,379.908 MT 0.99976693 +0 43 45.1 EB2882 EB2882! - Elev Factor x Scale Factor = Combined Factor EB2882!SPC NC - 0.99999274 x 0.99989013 = 0.99988287 EB2882!UTM 17 - 0.99999274 x 0.99976693 = 0.99975967 EB2882 EB2882: Primary Azimuth Mark Grid Az EB2882:SPC NC - WOOD 104 26 06.7 EB2882:UTM 17 - WOOD 103 17 13.0 EB2882 EB2882|---------------------------------------------------------------------| EB2882| PID Reference Object Distance Geod. Az | EB2882| dddmmss.s | EB2882| EB2885 WOOD APPROX. 0.6 KM 1040058.1 | EB2882|---------------------------------------------------------------------| EB2882 EB2882 SUPERSEDED SURVEY CONTROL EB2882 EB2882 NAD 27 - 34 54 40.42248(N) 079 43 34.53274(W) AD( ) 2 EB2882 NGVD 29 (07/19/86) 77.9 (m) 256. (f) VERT ANG EB2882 EB2882.Superseded values are not recommended for survey control. EB2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2882.See file dsdata.txt to determine how the superseded data were derived. EB2882 EB2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1638063957(NAD 83) EB2882_MARKER: DE = TRAVERSE STATION DISK EB2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2882_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2882_STAMPING: REVELS 1970 EB2882_MARK LOGO: NCGS EB2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2882+STABILITY: SURFACE MOTION EB2882 EB2882 HISTORY - Date Condition Report By EB2882 HISTORY - 1970 MONUMENTED NCGS EB2882 EB2882 STATION DESCRIPTION EB2882 EB2882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2882'REVELS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2882'VICINITY OF HAMLET, NORTH CAROLINA. EB2882' EB2882'REVELS IS LOCATED APPROXIMATELY 3.2 MILES SOUTHEAST OF ROCKINGHAM EB2882'AND 1.9 MILES NORTHWEST OF HAMLET. TO REACH STATION PROCEED FROM EB2882'THE INTERSECTION OF US 1 AND US 74 IN ROCKINGHAM, GO SOUTHEAST ON US EB2882'74 FOR 2.65 MILES TO INTERSECTION OF US 1 SR 1641, CONTINUE EB2882'SOUTHEAST ON US 74 FOR 0.5 MILE TO STATION ON RIGHT, IN NORTHEAST EB2882'CORNER OF PARKING LOT BELONGING TO THE REVELS BAR-B-Q, AND 1.95 EB2882'MILES NORTHWEST OF INTERSECTION OF US 74 AND NC 177 IN HAMLET. EB2882' EB2882'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED REVELS EB2882'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2882'FLUSH WITH THE SURFACE OF THE GROUND. EB2882' EB2882'MARK IS EB2882' EB2882'35.3 FEET SSW OF C/L OF E BOUND LANE OF US 74. EB2882'7.6 FEET E OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EB2882'48.9 FEET NNE OF FIRE HYDRANT. EB2882'14.2 FEET N OF ALUMINUM REF. TAG ON 18 INCH PINE TREE. EB2882'46.1 FEET NW OF ALUMINUM REF. TAG ON LEAD PP. EB2882'68.2 FEET NW OF NW CORNER OF PORCH ON WHITE SHINGLED HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2984 *********************************************************************** EB2984 DESIGNATION - RHODES EB2984 PID - EB2984 EB2984 STATE/COUNTY- NC/RICHMOND EB2984 USGS QUAD - ROCKINGHAM (1982) EB2984 EB2984 *CURRENT SURVEY CONTROL EB2984 ___________________________________________________________________ EB2984* NAD 83(1986)- 34 54 04.58060(N) 079 49 47.29866(W) ADJUSTED EB2984* NAVD 88 - 82.4 (meters) 270. (feet) VERTCON EB2984 ___________________________________________________________________ EB2984 LAPLACE CORR- -3.44 (seconds) DEFLEC99 EB2984 GEOID HEIGHT- -31.10 (meters) GEOID03 EB2984 EB2984 HORZ ORDER - SECOND EB2984 EB2984.The North Carolina HARNS have been completed but, EB2984.due to contractual restrictions, coordinates for these stations EB2984.will NOT be published in the near future. In the interim, the EB2984.published coordinates in North Carolina will not be EB2984.consistent with the Continuously Operating Reference Stations EB2984.(CORS). The HARN coordinates for these stations are available EB2984.upon request. Contact Gary Thompson(919-733-3836). EB2984. EB2984.In addition, the published North Carolina positions EB2984.(NAD 83 (1986)) are NOT consistent with those determined in EB2984.adjacent state readjustments. The discontinuity between stations EB2984.located in North Carolina and those in adjacent states EB2984.which have been adjusted to the HARN may be as much as 5 EB2984.decimeters. This will result in a significant loss of accuracy EB2984.over lines crossing such state borders. EB2984 EB2984 EB2984.The horizontal coordinates were established by classical geodetic methods EB2984.and adjusted by the National Geodetic Survey in July 1986. EB2984 EB2984.The NAVD 88 height was computed by applying the VERTCON shift value to EB2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2984 EB2984.The Laplace correction was computed from DEFLEC99 derived deflections. EB2984 EB2984.The geoid height was determined by GEOID03. EB2984 EB2984; North East Units Scale Factor Converg. EB2984;SPC NC - 128,028.021 533,768.086 MT 0.99989119 -0 28 44.2 EB2984;SPC NC - 420,038.60 1,751,204.13 sFT 0.99989119 -0 28 44.2 EB2984;UTM 17 - 3,862,719.366 606,912.900 MT 0.99974088 +0 40 10.6 EB2984 EB2984! - Elev Factor x Scale Factor = Combined Factor EB2984!SPC NC - 0.99999194 x 0.99989119 = 0.99988313 EB2984!UTM 17 - 0.99999194 x 0.99974088 = 0.99973283 EB2984 EB2984: Primary Azimuth Mark Grid Az EB2984:SPC NC - STEELL 217 26 40.0 EB2984:UTM 17 - STEELL 216 17 45.2 EB2984 EB2984|---------------------------------------------------------------------| EB2984| PID Reference Object Distance Geod. Az | EB2984| dddmmss.s | EB2984| EB2979 STEELL APPROX. 1.0 KM 2165755.8 | EB2984|---------------------------------------------------------------------| EB2984 EB2984 SUPERSEDED SURVEY CONTROL EB2984 EB2984 NAD 27 - 34 54 04.02218(N) 079 49 48.09321(W) AD( ) 2 EB2984 NGVD 29 (07/19/86) 82.7 (m) 271. (f) VERT ANG EB2984 EB2984.Superseded values are not recommended for survey control. EB2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2984.See file dsdata.txt to determine how the superseded data were derived. EB2984 EB2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0691362719(NAD 83) EB2984_MARKER: DE = TRAVERSE STATION DISK EB2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2984_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2984_STAMPING: RHODES 1970 EB2984_MARK LOGO: NCGS EB2984_MAGNETIC: N = NO MAGNETIC MATERIAL EB2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2984+STABILITY: SURFACE MOTION EB2984 EB2984 HISTORY - Date Condition Report By EB2984 HISTORY - 1970 MONUMENTED NCGS EB2984 HISTORY - 1978 GOOD NCGS EB2984 EB2984 STATION DESCRIPTION EB2984 EB2984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2984'RHODES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2984'VICINITY OF HAMLET, NORTH CAROLINA. EB2984' EB2984'RHODES IS LOCATED APPROXIMATELY 4.3 MILES SOUTHWEST OF ROCKINGHAM EB2984'AND 0.9 MILE SOUTH OF CORDOVA. TO REACH STATION FROM POST OFFICE IN EB2984'CORDOVA, GO SOUTHEAST ON SR 1109 FOR 0.55 MILE TO INTERSECTION OF EB2984'SR 1109 AND SR 1103, TURN RIGHT (WEST) ON SR 1103 AND PROCEED 0.75 EB2984'MILE TO STATION ON RIGHT, NEAR MIDDLE OF CURVE TO LEFT, AND 1.65 EB2984'MILE NORTH OF BRIDGE OVER STREAM ON SR 1103. EB2984' EB2984'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED RHODES EB2984'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2984'FLUSH WITH THE SURFACE OF THE GROUND. EB2984' EB2984'MARK IS EB2984' EB2984'33.6 FEET NW OF C/L OF SR 1103. EB2984'107.8 FEET NW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER AND GUY EB2984'WIRES. EB2984'48.5 FEET S OF ALUMINUM REF. TAG ON 5 INCH GUM TREE. EB2984'56.7 FEET E OF ALUMINUM REF. TAG ON 3 INCH GUM TREE. EB2984 EB2984 STATION RECOVERY (1978) EB2984 EB2984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB2984'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1566 *********************************************************************** EB1566 DESIGNATION - RICE EB1566 PID - EB1566 EB1566 STATE/COUNTY- NC/RICHMOND EB1566 USGS QUAD - HAMLET (1982) EB1566 EB1566 *CURRENT SURVEY CONTROL EB1566 ___________________________________________________________________ EB1566* NAD 83(1986)- 34 53 20.78472(N) 079 42 33.74200(W) ADJUSTED EB1566* NAVD 88 - 122.482 (meters) 401.84 (feet) ADJUSTED EB1566 ___________________________________________________________________ EB1566 LAPLACE CORR- -4.81 (seconds) DEFLEC99 EB1566 GEOID HEIGHT- -31.47 (meters) GEOID03 EB1566 DYNAMIC HT - 122.368 (meters) 401.47 (feet) COMP EB1566 MODELED GRAV- 979,705.7 (mgal) NAVD 88 EB1566 EB1566 HORZ ORDER - SECOND EB1566 VERT ORDER - FIRST CLASS II EB1566 EB1566.The North Carolina HARNS have been completed but, EB1566.due to contractual restrictions, coordinates for these stations EB1566.will NOT be published in the near future. In the interim, the EB1566.published coordinates in North Carolina will not be EB1566.consistent with the Continuously Operating Reference Stations EB1566.(CORS). The HARN coordinates for these stations are available EB1566.upon request. Contact Gary Thompson(919-733-3836). EB1566. EB1566.In addition, the published North Carolina positions EB1566.(NAD 83 (1986)) are NOT consistent with those determined in EB1566.adjacent state readjustments. The discontinuity between stations EB1566.located in North Carolina and those in adjacent states EB1566.which have been adjusted to the HARN may be as much as 5 EB1566.decimeters. This will result in a significant loss of accuracy EB1566.over lines crossing such state borders. EB1566 EB1566 EB1566.The horizontal coordinates were established by classical geodetic methods EB1566.and adjusted by the National Geodetic Survey in July 1986. EB1566 EB1566.The orthometric height was determined by differential leveling EB1566.and adjusted by the National Geodetic Survey in June 1991. EB1566 EB1566.The Laplace correction was computed from DEFLEC99 derived deflections. EB1566 EB1566.The geoid height was determined by GEOID03. EB1566 EB1566.The dynamic height is computed by dividing the NAVD 88 EB1566.geopotential number by the normal gravity value computed on the EB1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1566.degrees latitude (g = 980.6199 gals.). EB1566 EB1566.The modeled gravity was interpolated from observed gravity values. EB1566 EB1566; North East Units Scale Factor Converg. EB1566;SPC NC - 126,593.251 544,764.156 MT 0.99989250 -0 24 33.9 EB1566;SPC NC - 415,331.36 1,787,280.40 sFT 0.99989250 -0 24 33.9 EB1566;UTM 17 - 3,861,505.385 617,934.013 MT 0.99977142 +0 44 17.9 EB1566 EB1566! - Elev Factor x Scale Factor = Combined Factor EB1566!SPC NC - 0.99998571 x 0.99989250 = 0.99987822 EB1566!UTM 17 - 0.99998571 x 0.99977142 = 0.99975714 EB1566 EB1566 SUPERSEDED SURVEY CONTROL EB1566 EB1566 NAD 27 - 34 53 20.22243(N) 079 42 34.54571(W) AD( ) 2 EB1566 NGVD 29 (10/06/93) 122.752 (m) 402.73 (f) ADJUSTED 1 2 EB1566 EB1566.Superseded values are not recommended for survey control. EB1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1566.See file dsdata.txt to determine how the superseded data were derived. EB1566 EB1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1793461505(NAD 83) EB1566_MARKER: DE = TRAVERSE STATION DISK EB1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1566_SP_SET: CONCRETE POST EB1566_STAMPING: RICE 1970 EB1566_MARK LOGO: NCGS EB1566_PROJECTION: FLUSH EB1566_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1566+STABILITY: SURFACE MOTION EB1566 EB1566 HISTORY - Date Condition Report By EB1566 HISTORY - 1970 MONUMENTED NCGS EB1566 HISTORY - 1978 GOOD NCGS EB1566 HISTORY - 1980 GOOD NCGS EB1566 HISTORY - 1980 GOOD NCGS EB1566 HISTORY - 19930922 GOOD NCGS EB1566 EB1566 STATION DESCRIPTION EB1566 EB1566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1566'THE STATION WAS RECOVERED IN GOOD CONDITON AS DESCRIBED. EB1566 EB1566 STATION RECOVERY (1980) EB1566 EB1566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1566'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. SR 1909 IS EB1566'HYLAN AVENUE. EB1566 EB1566 STATION RECOVERY (1980) EB1566 EB1566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1566'IN HAMLET. EB1566'0.55 MILE SOUTHWEST ALONG N.C. 177-MARBORO STREET-FROM INTERSECTION EB1566'WITH U.S. 74 IN HAMLET AND AT INTERSECTION WITH SR 1909-HYLAN AVENUE-, EB1566'19.1 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 83.6 FEET NORTHEAST OF EB1566'DC CENTERLINE OF HYLAN AVENUE, 67.8 FEET NORTHEAST OF TELEPHONE POLE EB1566'WITH REFERENCE TAG, 39.7 FEET NORTHWEST OF POWER POLE 1087 WITH EB1566'REFERENCE TAG, 36.2 FEET SOUTHEAST OF 18 INCH PINE AND 18.0 FEET EB1566'SOUTHWEST OF 10 INCH PINE. EB1566'THE MARK IS 0.5 FT ABOVE HIGHWAY. EB1566 EB1566 STATION RECOVERY (1993) EB1566 EB1566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1566'RECOVERED AS DESCRIBED. LINE-OF-SIGHT IS BLOCKED TO--HAMLET TRAVERSE EB1566'TIE. REFERENCES TO POLE AND PINES ARE NO LONGER VALID. MARK IS LOCATED EB1566'56.1 FT (17.1 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE NO. EB1566'200, AND 68.4 FT (20.8 M) EAST-NORTHEAST OF A POWER POLE WITH A EB1566'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3024 *********************************************************************** EB3024 DESIGNATION - RICHARDSON EB3024 PID - EB3024 EB3024 STATE/COUNTY- NC/RICHMOND EB3024 USGS QUAD - DIGGS (1982) EB3024 EB3024 *CURRENT SURVEY CONTROL EB3024 ___________________________________________________________________ EB3024* NAD 83(1986)- 34 51 57.77952(N) 079 46 19.78869(W) ADJUSTED EB3024* NAVD 88 - 104.392 (meters) 342.49 (feet) ADJUSTED EB3024 ___________________________________________________________________ EB3024 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EB3024 GEOID HEIGHT- -31.33 (meters) GEOID03 EB3024 DYNAMIC HT - 104.297 (meters) 342.18 (feet) COMP EB3024 MODELED GRAV- 979,717.3 (mgal) NAVD 88 EB3024 EB3024 HORZ ORDER - SECOND EB3024 VERT ORDER - SECOND CLASS II EB3024 EB3024.The North Carolina HARNS have been completed but, EB3024.due to contractual restrictions, coordinates for these stations EB3024.will NOT be published in the near future. In the interim, the EB3024.published coordinates in North Carolina will not be EB3024.consistent with the Continuously Operating Reference Stations EB3024.(CORS). The HARN coordinates for these stations are available EB3024.upon request. Contact Gary Thompson(919-733-3836). EB3024. EB3024.In addition, the published North Carolina positions EB3024.(NAD 83 (1986)) are NOT consistent with those determined in EB3024.adjacent state readjustments. The discontinuity between stations EB3024.located in North Carolina and those in adjacent states EB3024.which have been adjusted to the HARN may be as much as 5 EB3024.decimeters. This will result in a significant loss of accuracy EB3024.over lines crossing such state borders. EB3024 EB3024 EB3024.The horizontal coordinates were established by classical geodetic methods EB3024.and adjusted by the National Geodetic Survey in July 1986. EB3024 EB3024.The orthometric height was determined by differential leveling EB3024.and adjusted by the National Geodetic Survey in August 2000. EB3024.No vertical observational check was made to the station. EB3024 EB3024.The Laplace correction was computed from DEFLEC99 derived deflections. EB3024 EB3024.The geoid height was determined by GEOID03. EB3024 EB3024.The dynamic height is computed by dividing the NAVD 88 EB3024.geopotential number by the normal gravity value computed on the EB3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3024.degrees latitude (g = 980.6199 gals.). EB3024 EB3024.The modeled gravity was interpolated from observed gravity values. EB3024 EB3024; North East Units Scale Factor Converg. EB3024;SPC NC - 124,078.521 539,005.264 MT 0.99989511 -0 26 44.4 EB3024;SPC NC - 407,080.95 1,768,386.44 sFT 0.99989511 -0 26 44.4 EB3024;SPC SC - 337,002.669 721,867.980 MT 1.00001179 +0 40 50.6 EB3024;SPC SC - 1,105,651.80 2,368,333.27 iFT 1.00001179 +0 40 50.6 EB3024;UTM 17 - 3,858,876.154 612,227.391 MT 0.99975523 +0 42 07.1 EB3024 EB3024! - Elev Factor x Scale Factor = Combined Factor EB3024!SPC NC - 0.99998853 x 0.99989511 = 0.99988364 EB3024!SPC SC - 0.99998853 x 1.00001179 = 1.00000032 EB3024!UTM 17 - 0.99998853 x 0.99975523 = 0.99974377 EB3024 EB3024: Primary Azimuth Mark Grid Az EB3024:SPC NC - CUMMIN 253 58 02.2 EB3024:SPC SC - CUMMIN 252 50 27.2 EB3024:UTM 17 - CUMMIN 252 49 10.7 EB3024 EB3024|---------------------------------------------------------------------| EB3024| PID Reference Object Distance Geod. Az | EB3024| dddmmss.s | EB3024| EB3025 CUMMIN APPROX. 0.5 KM 2533117.8 | EB3024|---------------------------------------------------------------------| EB3024 EB3024 SUPERSEDED SURVEY CONTROL EB3024 EB3024 NAD 27 - 34 51 57.21199(N) 079 46 20.59026(W) AD( ) 2 EB3024 NGVD 29 (07/19/86) 104.9 (m) 344. (f) VERT ANG EB3024 EB3024.Superseded values are not recommended for survey control. EB3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3024.See file dsdata.txt to determine how the superseded data were derived. EB3024 EB3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1222758876(NAD 83) EB3024_MARKER: DE = TRAVERSE STATION DISK EB3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3024_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3024_STAMPING: RICHARDSON 1970 EB3024_MARK LOGO: NCGS EB3024_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3024+STABILITY: SURFACE MOTION EB3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3024+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998 EB3024 EB3024 HISTORY - Date Condition Report By EB3024 HISTORY - 1970 MONUMENTED NCGS EB3024 HISTORY - 19980202 GOOD NCGS EB3024 EB3024 STATION DESCRIPTION EB3024 EB3024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB3024'RICHARDSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB3024'IN THE VICINITY OF HAMLET, NORTH CAROLINA. EB3024' EB3024'RICHARDSON IS LOCATED APPROXIMATELY 4.4 MILES SOUTHWEST OF HAMLET AND EB3024'4.7 MILES SOUTH OF ROCKINGHAM. TO REACH STATION PROCEED FROM Y EB3024'INTERSECTION OF NC 177 AND SR 1900 NEAR THE SOUTHWEST EDGE OF EB3024'HAMLET, GO SOUTHWEST ON SR 1900 FOR 2.95 MILES TO INTERSECTION OF SR EB3024'1900 AND SR 1994, TURN RIGHT ON SR 1994 AND PROCEED 0.55 MILE TO EB3024'STATION ON 0.3 MILE EAST OF INTERSECTION OF SR 1994 AND SR 1105 EB3024'AND SR 2001. EB3024' EB3024'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB3024'RICHARDSON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB3024'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB3024' EB3024'MARK IS EB3024' EB3024'31.2 FEET N OF C/L OF SR 1994. EB3024'11.7 FEET SE OF C/L OF DIRT DRIVE LEADING TO RICHARDSONS HOME. EB3024'152.0 FEET W OF ALUMINUM REF. TAG ON PP NO. 9H 14. EB3024'33.1 FEET SW OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EB3024'36.9 FEET E OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EB3024'32.2 FEET SSE OF ALUMINUM REF. TAG ON 5 INCH PINE TREE. EB3024 EB3024 STATION RECOVERY (1998) EB3024 EB3024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB3024'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. LOCATED IN EB3024'SOUTHWEST CORNER OF YARD, AND DIRT DRIVE IS NOW CONCRETE. MARK IS EB3024'3-INCHES BELOW GROUND. LOCATED 32.0 FT (9.8 M) NORTH OF CENTERLINE OF EB3024'SR 1994 (LOCH HAVEN ROAD), 5.8 FT (1.8 M) EAST OF EDGE OF DRIVE, 127.2 EB3024'FT (38.8 M) SOUTH OF THE SOUTHWEST CORNER OF HOUSE (216), 192.8 FT EB3024'(58.8 M) EAST OF FIRE HYDRANT, AND 27.7 FT (8.4 M) WEST-NORTHWEST OF EB3024'WATER METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2985 *********************************************************************** EB2985 DESIGNATION - RICHMOND EB2985 PID - EB2985 EB2985 STATE/COUNTY- NC/RICHMOND EB2985 USGS QUAD - ROCKINGHAM (1982) EB2985 EB2985 *CURRENT SURVEY CONTROL EB2985 ___________________________________________________________________ EB2985* NAD 83(1986)- 34 54 13.50616(N) 079 48 38.89014(W) ADJUSTED EB2985* NAVD 88 - 86.9 (meters) 285. (feet) VERTCON EB2985 ___________________________________________________________________ EB2985 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EB2985 GEOID HEIGHT- -31.14 (meters) GEOID03 EB2985 EB2985 HORZ ORDER - SECOND EB2985 EB2985.The North Carolina HARNS have been completed but, EB2985.due to contractual restrictions, coordinates for these stations EB2985.will NOT be published in the near future. In the interim, the EB2985.published coordinates in North Carolina will not be EB2985.consistent with the Continuously Operating Reference Stations EB2985.(CORS). The HARN coordinates for these stations are available EB2985.upon request. Contact Gary Thompson(919-733-3836). EB2985. EB2985.In addition, the published North Carolina positions EB2985.(NAD 83 (1986)) are NOT consistent with those determined in EB2985.adjacent state readjustments. The discontinuity between stations EB2985.located in North Carolina and those in adjacent states EB2985.which have been adjusted to the HARN may be as much as 5 EB2985.decimeters. This will result in a significant loss of accuracy EB2985.over lines crossing such state borders. EB2985 EB2985 EB2985.The horizontal coordinates were established by classical geodetic methods EB2985.and adjusted by the National Geodetic Survey in July 1986. EB2985 EB2985.The NAVD 88 height was computed by applying the VERTCON shift value to EB2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2985 EB2985.The Laplace correction was computed from DEFLEC99 derived deflections. EB2985 EB2985.The geoid height was determined by GEOID03. EB2985 EB2985; North East Units Scale Factor Converg. EB2985;SPC NC - 128,288.685 535,506.856 MT 0.99989093 -0 28 04.7 EB2985;SPC NC - 420,893.79 1,756,908.74 sFT 0.99989093 -0 28 04.7 EB2985;UTM 17 - 3,863,014.786 608,645.840 MT 0.99974548 +0 40 49.9 EB2985 EB2985! - Elev Factor x Scale Factor = Combined Factor EB2985!SPC NC - 0.99999124 x 0.99989093 = 0.99988217 EB2985!UTM 17 - 0.99999124 x 0.99974548 = 0.99973672 EB2985 EB2985: Primary Azimuth Mark Grid Az EB2985:SPC NC - COVINGTON 297 58 46.9 EB2985:UTM 17 - COVINGTON 296 49 52.3 EB2985 EB2985|---------------------------------------------------------------------| EB2985| PID Reference Object Distance Geod. Az | EB2985| dddmmss.s | EB2985| EB2982 WEBB 478.089 METERS 1005649.5 | EB2985| EB2969 COVINGTON APPROX. 0.7 KM 2973042.2 | EB2985|---------------------------------------------------------------------| EB2985 EB2985 SUPERSEDED SURVEY CONTROL EB2985 EB2985 NAD 27 - 34 54 12.94588(N) 079 48 39.68642(W) AD( ) 2 EB2985 NGVD 29 (07/19/86) 87.2 (m) 286. (f) VERT ANG EB2985 EB2985.Superseded values are not recommended for survey control. EB2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2985.See file dsdata.txt to determine how the superseded data were derived. EB2985 EB2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0864663015(NAD 83) EB2985_MARKER: DE = TRAVERSE STATION DISK EB2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2985_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2985_STAMPING: RICHMOND 1970 EB2985_MARK LOGO: NCGS EB2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2985+STABILITY: SURFACE MOTION EB2985 EB2985 HISTORY - Date Condition Report By EB2985 HISTORY - 1970 MONUMENTED NCGS EB2985 HISTORY - 1980 GOOD NCDOT EB2985 EB2985 STATION DESCRIPTION EB2985 EB2985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2985'RICHMOND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2985'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2985' EB2985'RICHMOND IS LOCATED APPROXIMATELY 3.3 MILES SOUTHWEST OF ROCKINGHAM EB2985'AND 1.3 MILES SOUTHEAST OF CORDOVA. TO REACH STATION FROM POST EB2985'OFFICE IN CORDOVA, GO SOUTHEAST ON SR 1109 FOR 0.65 MILE TO EB2985'INTERSECTION OF SR 1109 AND SR 1108, GO EAST ON SR 1108 FOR 0.3 EB2985'MILE TO STATION ON RIGHT, NORTHEAST CORNER OF YARD OF RANCH STYLE EB2985'HOME, AND 0.6 MILE WEST OF INTERSECTION OF SR 1108 AND US 1. EB2985' EB2985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2985'RICHMOND 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2985'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2985' EB2985'MARK IS EB2985' EB2985'25.6 FEET SSW OF C/L OF SR 1108. EB2985'62.5 FEET SW OF ALUMINUM REF. TAG ON PP NO. 5FA/4 W/TRANSFORMER. EB2985'66.4 FEET SW OF R/W MARKER ON E SIDE OF ROAD TO COUNTRYSIDE EB2985'SUB-DIVISION. EB2985'66.8 FEET SSE OF R/W MARKER ON W SIDE OF ROAD TO COUNTRYSIDE EB2985'SUB-DIVISION. EB2985'40.2 FEET ESE OF ALUMINUM REF. TAG ON TP NO. 5FA/4A. EB2985'66.3 FEET NW OF ALUMINUM REF. TAG ON TP. EB2985 EB2985 STATION RECOVERY (1980) EB2985 EB2985'RECOVERY NOTE BY NC DOT 1980 (JMS) EB2985'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EB2985'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS -- A TELEPHONE POLE AT EB2985'66.3 FEET IS GONE. DISTANCES TO THE TAG ON POWER POLE 5 FA/4 AND EB2985'RIGHT-OF-WAY MARK ARE WRITTEN IN REVERSE. THE POWER POLE IS A MORE EB2985'DISTANT OBJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3478 *********************************************************************** EZ3478 DESIGNATION - RICHMOND EZ3478 PID - EZ3478 EZ3478 STATE/COUNTY- NC/RICHMOND EZ3478 USGS QUAD - PINEBLUFF (1982) EZ3478 EZ3478 *CURRENT SURVEY CONTROL EZ3478 ___________________________________________________________________ EZ3478* NAD 83(1986)- 35 02 57.54967(N) 079 29 54.75588(W) ADJUSTED EZ3478* NAVD 88 - 102.64 (+/-2cm) 336.7 (feet) VERTCON EZ3478 ___________________________________________________________________ EZ3478 LAPLACE CORR- -4.24 (seconds) DEFLEC99 EZ3478 GEOID HEIGHT- -31.83 (meters) GEOID03 EZ3478 EZ3478 HORZ ORDER - FIRST EZ3478 VERT ORDER - THIRD ? (See Below) EZ3478 EZ3478.The North Carolina HARNS have been completed but, EZ3478.due to contractual restrictions, coordinates for these stations EZ3478.will NOT be published in the near future. In the interim, the EZ3478.published coordinates in North Carolina will not be EZ3478.consistent with the Continuously Operating Reference Stations EZ3478.(CORS). The HARN coordinates for these stations are available EZ3478.upon request. Contact Gary Thompson(919-733-3836). EZ3478. EZ3478.In addition, the published North Carolina positions EZ3478.(NAD 83 (1986)) are NOT consistent with those determined in EZ3478.adjacent state readjustments. The discontinuity between stations EZ3478.located in North Carolina and those in adjacent states EZ3478.which have been adjusted to the HARN may be as much as 5 EZ3478.decimeters. This will result in a significant loss of accuracy EZ3478.over lines crossing such state borders. EZ3478 EZ3478 EZ3478.The horizontal coordinates were established by classical geodetic methods EZ3478.and adjusted by the National Geodetic Survey in July 1986. EZ3478 EZ3478.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3478.The vertical order pertains to the NGVD 29 superseded value. EZ3478 EZ3478.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3478 EZ3478.The geoid height was determined by GEOID03. EZ3478 EZ3478; North East Units Scale Factor Converg. EZ3478;SPC NC - 144,247.720 564,123.143 MT 0.99987880 -0 17 15.9 EZ3478;SPC NC - 473,252.73 1,850,794.01 sFT 0.99987880 -0 17 15.9 EZ3478;UTM 17 - 3,879,542.928 636,933.530 MT 0.99983109 +0 51 44.6 EZ3478 EZ3478! - Elev Factor x Scale Factor = Combined Factor EZ3478!SPC NC - 0.99998888 x 0.99987880 = 0.99986769 EZ3478!UTM 17 - 0.99998888 x 0.99983109 = 0.99981998 EZ3478 EZ3478 SUPERSEDED SURVEY CONTROL EZ3478 EZ3478 NAD 27 - 35 02 56.99236(N) 079 29 55.60540(W) AD( ) 1 EZ3478 NGVD 29 (07/19/86) 102.89 (m) 337.6 (f) LEVELING 3 EZ3478 EZ3478.Superseded values are not recommended for survey control. EZ3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3478.See file dsdata.txt to determine how the superseded data were derived. EZ3478 EZ3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3693479543(NAD 83) EZ3478_MARKER: DS = TRIANGULATION STATION DISK EZ3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ3478_MARK LOGO: CGS EZ3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3478+STABILITY: SURFACE MOTION EZ3478 EZ3478 HISTORY - Date Condition Report By EZ3478 HISTORY - 1918 MONUMENTED CGS EZ3478 HISTORY - 1933 MARK NOT FOUND CGS EZ3478 HISTORY - 1948 MARK NOT FOUND USGS EZ3478 EZ3478 STATION DESCRIPTION EZ3478 EZ3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EZ3478'ABOUT 2-3/4 MILES NORTH OF HOFFMAN, ON RIGHT-OF-WAY OF SEABOARD AIR EZ3478'LINE RAILWAY, ON CURVE OPPOSITE AND ABOUT 200 METERS (656 FEET) EZ3478'SOUTH OF MILEPOST 236, AT INTERSECTION OF TANGENTS TO EAST RAIL FROM EZ3478'NORTH AND WEST RAIL FROM SOUTH, AND 35.0 METERS (115 FEET) WEST OF EZ3478'WEST RAIL. SURFACE MARK WAS STANDARD DISK STATION MARK IN EZ3478'CONCRETE. UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. EZ3478 EZ3478 STATION RECOVERY (1933) EZ3478 EZ3478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 EZ3478'STATION WAS CAREFULLY SEARCHED FOR IN 1933, BUT NOT RECOVERED. EZ3478 EZ3478 STATION RECOVERY (1948) EZ3478 EZ3478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 EZ3478'THIS MARK COULD NOT BE FOUND. EZ3478' EZ3478'A FARMER LIVING NEARBY REPORTED THAT HE SAW THE CONCRETE POST WITH EZ3478'DISK PULLED OUT OF THE GROUND ABOUT 15 YEARS AGO BY A PLOWING DISK EZ3478'WHEN AN ORCHARD THEN STOOD AROUND THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3677 *********************************************************************** EB3677 DESIGNATION - RICHMOND CO NORTH TANK EB3677 PID - EB3677 EB3677 STATE/COUNTY- NC/RICHMOND EB3677 USGS QUAD - ROCKINGHAM (1982) EB3677 EB3677 *CURRENT SURVEY CONTROL EB3677 ___________________________________________________________________ EB3677* NAD 83(1986)- 34 59 25.80560(N) 079 47 09.79469(W) ADJUSTED EB3677* NAVD 88 - EB3677 ___________________________________________________________________ EB3677 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB3677 GEOID HEIGHT- -31.07 (meters) GEOID03 EB3677 EB3677 HORZ ORDER - THIRD EB3677 EB3677.The North Carolina HARNS have been completed but, EB3677.due to contractual restrictions, coordinates for these stations EB3677.will NOT be published in the near future. In the interim, the EB3677.published coordinates in North Carolina will not be EB3677.consistent with the Continuously Operating Reference Stations EB3677.(CORS). The HARN coordinates for these stations are available EB3677.upon request. Contact Gary Thompson(919-733-3836). EB3677. EB3677.In addition, the published North Carolina positions EB3677.(NAD 83 (1986)) are NOT consistent with those determined in EB3677.adjacent state readjustments. The discontinuity between stations EB3677.located in North Carolina and those in adjacent states EB3677.which have been adjusted to the HARN may be as much as 5 EB3677.decimeters. This will result in a significant loss of accuracy EB3677.over lines crossing such state borders. EB3677 EB3677 EB3677.The horizontal coordinates were established by classical geodetic methods EB3677.and adjusted by the National Geodetic Survey in March 1990. EB3677 EB3677 EB3677.The Laplace correction was computed from DEFLEC99 derived deflections. EB3677 EB3677.The geoid height was determined by GEOID03. EB3677 EB3677; North East Units Scale Factor Converg. EB3677;SPC NC - 137,893.096 537,844.642 MT 0.99988293 -0 27 13.3 EB3677;SPC NC - 452,404.27 1,764,578.63 sFT 0.99988293 -0 27 13.3 EB3677;UTM 17 - 3,872,662.817 610,790.235 MT 0.99975128 +0 41 46.3 EB3677 EB3677 SUPERSEDED SURVEY CONTROL EB3677 EB3677.No superseded survey control is available for this station. EB3677 EB3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1079072663(NAD 83) EB3677_MARKER: 53 = ELEVATED TANK EB3677 EB3677 HISTORY - Date Condition Report By EB3677 HISTORY - 1977 FIRST OBSERVED NCGS EB3677 EB3677 STATION DESCRIPTION EB3677 EB3677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3677'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTH-NORTHWEST OF EB3677'ROCKINGHAM AND 5.8 MILES SOUTH-SOUTHWEST OF ELLERBE. EB3677' EB3677'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN EB3677'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 3.8 MILES TO ST 1302, EB3677'THENCE WEST ALONG SR 1302 FOR 0.4 MILE TO WATER TANK ON RIGHT. WATER EB3677'TANK IS OVAL, WITH 6 LEGS AND STANDPIPE, PAINTED LIGHT BLUE, 60 FEET EB3677'TALL WITH BALL ON TOP. EB3677' EB3677'POINT INTERSECTED WAS BALL ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3678 *********************************************************************** EB3678 DESIGNATION - RICHMOND CO WEST STANDPIPE EB3678 PID - EB3678 EB3678 STATE/COUNTY- NC/RICHMOND EB3678 USGS QUAD - ROCKINGHAM (1982) EB3678 EB3678 *CURRENT SURVEY CONTROL EB3678 ___________________________________________________________________ EB3678* NAD 83(1986)- 34 57 21.14046(N) 079 49 30.73211(W) ADJUSTED EB3678* NAVD 88 - EB3678 ___________________________________________________________________ EB3678 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB3678 GEOID HEIGHT- -31.02 (meters) GEOID03 EB3678 EB3678 HORZ ORDER - THIRD EB3678 EB3678.The North Carolina HARNS have been completed but, EB3678.due to contractual restrictions, coordinates for these stations EB3678.will NOT be published in the near future. In the interim, the EB3678.published coordinates in North Carolina will not be EB3678.consistent with the Continuously Operating Reference Stations EB3678.(CORS). The HARN coordinates for these stations are available EB3678.upon request. Contact Gary Thompson(919-733-3836). EB3678. EB3678.In addition, the published North Carolina positions EB3678.(NAD 83 (1986)) are NOT consistent with those determined in EB3678.adjacent state readjustments. The discontinuity between stations EB3678.located in North Carolina and those in adjacent states EB3678.which have been adjusted to the HARN may be as much as 5 EB3678.decimeters. This will result in a significant loss of accuracy EB3678.over lines crossing such state borders. EB3678 EB3678 EB3678.The horizontal coordinates were established by classical geodetic methods EB3678.and adjusted by the National Geodetic Survey in March 1990. EB3678.No horizontal observational check was made to the station. EB3678 EB3678 EB3678.The Laplace correction was computed from DEFLEC99 derived deflections. EB3678 EB3678.The geoid height was determined by GEOID03. EB3678 EB3678; North East Units Scale Factor Converg. EB3678;SPC NC - 134,080.910 534,238.968 MT 0.99988585 -0 28 34.6 EB3678;SPC NC - 439,897.12 1,752,749.01 sFT 0.99988585 -0 28 34.6 EB3678;UTM 17 - 3,868,779.589 607,262.260 MT 0.99974180 +0 40 23.4 EB3678 EB3678 SUPERSEDED SURVEY CONTROL EB3678 EB3678.No superseded survey control is available for this station. EB3678 EB3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0726268780(NAD 83) EB3678_MARKER: 52 = STANDPIPE TANK EB3678 EB3678 HISTORY - Date Condition Report By EB3678 HISTORY - 1977 FIRST OBSERVED NCGS EB3678 EB3678 STATION DESCRIPTION EB3678 EB3678'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3678'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES WEST-NORTHWEST OF EB3678'ROCKINGHAM. EB3678' EB3678'TO REACH THE STATION FROM THE INTERSECTION OF US 74 WITH US 220 IN EB3678'ROCKINGHAM, PROCEED WESTERLY ALONG US 74 FOR 3.2 MILES TO TOP OF HILL EB3678'AND STANDPIPE ON LEFT. THE TANK IS 75 FEET TALL, CYLINDERICALLY EB3678'SHAPED FROM TOP TO GROUND AND IS LIGHT BLUE WITH VENT CAP ON TOP. EB3678' EB3678'POINT INTERSECTED WAS CENTERLINE OF CAP ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5805 *********************************************************************** EZ5805 DESIGNATION - RIDGE EZ5805 PID - EZ5805 EZ5805 STATE/COUNTY- NC/RICHMOND EZ5805 USGS QUAD - ELLERBE (1982) EZ5805 EZ5805 *CURRENT SURVEY CONTROL EZ5805 ___________________________________________________________________ EZ5805* NAD 83(1986)- 35 00 03.21864(N) 079 46 35.25591(W) ADJUSTED EZ5805* NAVD 88 - 131.5 (meters) 431. (feet) VERTCON EZ5805 ___________________________________________________________________ EZ5805 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EZ5805 GEOID HEIGHT- -31.08 (meters) GEOID03 EZ5805 EZ5805 HORZ ORDER - SECOND EZ5805 EZ5805.The North Carolina HARNS have been completed but, EZ5805.due to contractual restrictions, coordinates for these stations EZ5805.will NOT be published in the near future. In the interim, the EZ5805.published coordinates in North Carolina will not be EZ5805.consistent with the Continuously Operating Reference Stations EZ5805.(CORS). The HARN coordinates for these stations are available EZ5805.upon request. Contact Gary Thompson(919-733-3836). EZ5805. EZ5805.In addition, the published North Carolina positions EZ5805.(NAD 83 (1986)) are NOT consistent with those determined in EZ5805.adjacent state readjustments. The discontinuity between stations EZ5805.located in North Carolina and those in adjacent states EZ5805.which have been adjusted to the HARN may be as much as 5 EZ5805.decimeters. This will result in a significant loss of accuracy EZ5805.over lines crossing such state borders. EZ5805 EZ5805 EZ5805.The horizontal coordinates were established by classical geodetic methods EZ5805.and adjusted by the National Geodetic Survey in March 1990. EZ5805 EZ5805.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5805 EZ5805.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5805 EZ5805.The geoid height was determined by GEOID03. EZ5805 EZ5805; North East Units Scale Factor Converg. EZ5805;SPC NC - 139,038.983 538,729.459 MT 0.99988212 -0 26 53.3 EZ5805;SPC NC - 456,163.73 1,767,481.57 sFT 0.99988212 -0 26 53.3 EZ5805;UTM 17 - 3,873,826.079 611,651.765 MT 0.99975364 +0 42 06.8 EZ5805 EZ5805! - Elev Factor x Scale Factor = Combined Factor EZ5805!SPC NC - 0.99998424 x 0.99988212 = 0.99986636 EZ5805!UTM 17 - 0.99998424 x 0.99975364 = 0.99973788 EZ5805 EZ5805 SUPERSEDED SURVEY CONTROL EZ5805 EZ5805 NGVD 29 (03/28/90) 131.8 (m) 432. (f) VERT ANG EZ5805 EZ5805.Superseded values are not recommended for survey control. EZ5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5805.See file dsdata.txt to determine how the superseded data were derived. EZ5805 EZ5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1165273826(NAD 83) EZ5805_MARKER: DE = TRAVERSE STATION DISK EZ5805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5805_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5805+STABILITY: SURFACE MOTION EZ5805 EZ5805 HISTORY - Date Condition Report By EZ5805 HISTORY - 1977 MONUMENTED NCGS EZ5805 EZ5805 STATION DESCRIPTION EZ5805 EZ5805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5805'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES NORTH OF ROCKINGHAM AND EZ5805'4.9 MILES SOUTH OF ELLERBE. EZ5805' EZ5805'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EZ5805'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 4.55 MILES TO STATION EZ5805'ON THE LEFT, APPROXIMATELY 0.1 MILE EAST (ACROSS FIELD) FROM SANDY EZ5805'RIDGE CHURCH, 0.1 MILE SOUTH OF A WHITE SHINGLED HOUSE AND 0.1 MILE EZ5805'NORTH OF SR 1305 INTERSECTION. EZ5805' EZ5805'STATION MARK IS A STANDARD DISK STAMPED---RIDGE 1977---SET IN THE TOP EZ5805'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EZ5805'MARK IS 40.0 FEET WEST-NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES, EZ5805'97.4 FEET SOUTH-SOUTHWEST OF SOUTH END OF A CONCRETE SPILLWAY WEST OF EZ5805'HIGHWAY, 206.9 FEET NORTH-NORTHEAST OF EASTERNMOST SIGN POST WITH EZ5805'REFERENCE TAG AND 105.1 FEET EAST OF 4 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5806 *********************************************************************** EZ5806 DESIGNATION - RIVER EZ5806 PID - EZ5806 EZ5806 STATE/COUNTY- NC/RICHMOND EZ5806 USGS QUAD - MOUNT GILEAD EAST (1994) EZ5806 EZ5806 *CURRENT SURVEY CONTROL EZ5806 ___________________________________________________________________ EZ5806* NAD 83(1986)- 35 09 02.65659(N) 079 54 58.88582(W) ADJUSTED EZ5806* NAVD 88 - 60.62 (+/-2cm) 198.9 (feet) VERTCON EZ5806 ___________________________________________________________________ EZ5806 LAPLACE CORR- -1.35 (seconds) DEFLEC99 EZ5806 GEOID HEIGHT- -30.64 (meters) GEOID03 EZ5806 EZ5806 HORZ ORDER - SECOND EZ5806 VERT ORDER - THIRD ? (See Below) EZ5806 EZ5806.The North Carolina HARNS have been completed but, EZ5806.due to contractual restrictions, coordinates for these stations EZ5806.will NOT be published in the near future. In the interim, the EZ5806.published coordinates in North Carolina will not be EZ5806.consistent with the Continuously Operating Reference Stations EZ5806.(CORS). The HARN coordinates for these stations are available EZ5806.upon request. Contact Gary Thompson(919-733-3836). EZ5806. EZ5806.In addition, the published North Carolina positions EZ5806.(NAD 83 (1986)) are NOT consistent with those determined in EZ5806.adjacent state readjustments. The discontinuity between stations EZ5806.located in North Carolina and those in adjacent states EZ5806.which have been adjusted to the HARN may be as much as 5 EZ5806.decimeters. This will result in a significant loss of accuracy EZ5806.over lines crossing such state borders. EZ5806 EZ5806 EZ5806.The horizontal coordinates were established by classical geodetic methods EZ5806.and adjusted by the National Geodetic Survey in March 1990. EZ5806 EZ5806.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5806.The vertical order pertains to the NGVD 29 superseded value. EZ5806 EZ5806.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5806 EZ5806.The geoid height was determined by GEOID03. EZ5806 EZ5806; North East Units Scale Factor Converg. EZ5806;SPC NC - 155,769.087 526,114.043 MT 0.99987414 -0 31 44.0 EZ5806;SPC NC - 511,052.41 1,726,092.49 sFT 0.99987414 -0 31 44.0 EZ5806;UTM 17 - 3,890,296.964 598,704.519 MT 0.99972007 +0 37 26.2 EZ5806 EZ5806! - Elev Factor x Scale Factor = Combined Factor EZ5806!SPC NC - 0.99999529 x 0.99987414 = 0.99986943 EZ5806!UTM 17 - 0.99999529 x 0.99972007 = 0.99971537 EZ5806 EZ5806 SUPERSEDED SURVEY CONTROL EZ5806 EZ5806 NGVD 29 (03/28/90) 60.90 (m) 199.8 (f) LEVELING 3 EZ5806 EZ5806.Superseded values are not recommended for survey control. EZ5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5806.See file dsdata.txt to determine how the superseded data were derived. EZ5806 EZ5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9870590297(NAD 83) EZ5806_MARKER: DE = TRAVERSE STATION DISK EZ5806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5806_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5806_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5806+STABILITY: SURFACE MOTION EZ5806 EZ5806 HISTORY - Date Condition Report By EZ5806 HISTORY - 1977 MONUMENTED NCGS EZ5806 EZ5806 STATION DESCRIPTION EZ5806 EZ5806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5806'THE STATION IS LOCATED APPROXIMATELY 6.5 MILES SOUTHEAST OF MT GILEAD EZ5806'AND 10.3 MILES NORTHWEST OF ELLERBE. EZ5806' EZ5806'THE STATION IS LOCATED AT THE NC 73 BRIDGE OVER THE MAIN CHANNEL OF EZ5806'OF LITTLE RIVER, ON THE EAST BANK OF THE RIVER NEAR THE SOUTHEAST EZ5806'CORNER OF THE BRIDGE AND 10 FEET BELOW THE HIGHWAY. EZ5806' EZ5806'STATION MARK IS A STANDARD DISK STAMPED---RIVER 1977---SET IN THE TOP EZ5806'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5806'MARK IS 35.3 FEET SOUTH OF THE CENTERLINE OF NC 73, 13.8 FEET SOUTH- EZ5806'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT, 19.7 FEET EZ5806'EAST OF THE EAST RIVER BANK, 9.7 FEET NORTH-NORTHEAST OF A 16 INCH OAK EZ5806'WITH REFERENCE TAG, 22.1 FEET WEST OF A TELEPHONE POLE WITH REFERENCE EZ5806'TAG AND 16.5 FEET SOUTH OF BENCH MARK 50 WSM USGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3679 *********************************************************************** EB3679 DESIGNATION - ROADSIDE EB3679 PID - EB3679 EB3679 STATE/COUNTY- NC/RICHMOND EB3679 USGS QUAD - DIGGS (1982) EB3679 EB3679 *CURRENT SURVEY CONTROL EB3679 ___________________________________________________________________ EB3679* NAD 83(1986)- 34 52 26.75856(N) 079 49 52.82161(W) ADJUSTED EB3679* NAVD 88 - 56.1 (meters) 184. (feet) VERTCON EB3679 ___________________________________________________________________ EB3679 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EB3679 GEOID HEIGHT- -31.16 (meters) GEOID03 EB3679 EB3679 HORZ ORDER - SECOND EB3679 EB3679.The North Carolina HARNS have been completed but, EB3679.due to contractual restrictions, coordinates for these stations EB3679.will NOT be published in the near future. In the interim, the EB3679.published coordinates in North Carolina will not be EB3679.consistent with the Continuously Operating Reference Stations EB3679.(CORS). The HARN coordinates for these stations are available EB3679.upon request. Contact Gary Thompson(919-733-3836). EB3679. EB3679.In addition, the published North Carolina positions EB3679.(NAD 83 (1986)) are NOT consistent with those determined in EB3679.adjacent state readjustments. The discontinuity between stations EB3679.located in North Carolina and those in adjacent states EB3679.which have been adjusted to the HARN may be as much as 5 EB3679.decimeters. This will result in a significant loss of accuracy EB3679.over lines crossing such state borders. EB3679 EB3679 EB3679.The horizontal coordinates were established by classical geodetic methods EB3679.and adjusted by the National Geodetic Survey in March 1990. EB3679 EB3679.The NAVD 88 height was computed by applying the VERTCON shift value to EB3679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3679 EB3679.The Laplace correction was computed from DEFLEC99 derived deflections. EB3679 EB3679.The geoid height was determined by GEOID03. EB3679 EB3679; North East Units Scale Factor Converg. EB3679;SPC NC - 125,015.114 533,602.646 MT 0.99989418 -0 28 47.4 EB3679;SPC NC - 410,153.75 1,750,661.35 sFT 0.99989418 -0 28 47.4 EB3679;UTM 17 - 3,859,704.207 606,807.890 MT 0.99974060 +0 40 05.8 EB3679 EB3679! - Elev Factor x Scale Factor = Combined Factor EB3679!SPC NC - 0.99999608 x 0.99989418 = 0.99989026 EB3679!UTM 17 - 0.99999608 x 0.99974060 = 0.99973668 EB3679 EB3679 SUPERSEDED SURVEY CONTROL EB3679 EB3679 NGVD 29 (03/28/90) 56.4 (m) 185. (f) VERT ANG EB3679 EB3679.Superseded values are not recommended for survey control. EB3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3679.See file dsdata.txt to determine how the superseded data were derived. EB3679 EB3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0680859704(NAD 83) EB3679_MARKER: DE = TRAVERSE STATION DISK EB3679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3679_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3679_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3679+STABILITY: SURFACE MOTION EB3679 EB3679 HISTORY - Date Condition Report By EB3679 HISTORY - 1977 MONUMENTED NCGS EB3679 EB3679 STATION DESCRIPTION EB3679 EB3679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3679'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTH OF CORDOVA AND EB3679'5.6 MILES SOUTHWEST OF ROCKINGHAM. EB3679' EB3679'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF EB3679'THE SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3679'SOUTHWEST ALONG US 1 FOR 4.75 MILES TO STATION ON RIGHT, MIDWAY OF EB3679'THE CURVE, 2 FEET LOWER THAN ROAD SURFACE AND 0.85 MILE NORTHEAST EB3679'OF SR 1104 CROSSROAD. EB3679' EB3679'STATION MARK IS A STANDARD DISK STAMPED---ROADSIDE 1977---, SET IN THE EB3679'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND. THE MARK EB3679'IS 29.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF US 1, 126.7 FEET EB3679'NORTH-NORTHEAST OF SOUTH END OF CONCRETE CULVERT UNDER HIGHWAY, 156.4 EB3679'FEET EAST-NORTHEAST OF TELEPHONE PEDESTAL P60R40, 16.6 FEET EB3679'WEST-NORTHWEST OF REFLECTOR BOARD WITH REFERENCE TAG, 48.1 FEET EAST EB3679'OF 6 INCH OAK WITH REFERENCE TAG AND 58.0 FEET SOUTH-SOUTHEAST OF A 10 EB3679'INCH HICKORY WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5807 *********************************************************************** EZ5807 DESIGNATION - ROCELL EZ5807 PID - EZ5807 EZ5807 STATE/COUNTY- NC/RICHMOND EZ5807 USGS QUAD - ELLERBE (1982) EZ5807 EZ5807 *CURRENT SURVEY CONTROL EZ5807 ___________________________________________________________________ EZ5807* NAD 83(1986)- 35 00 41.47623(N) 079 46 13.18565(W) ADJUSTED EZ5807* NAVD 88 - 122.8 (meters) 403. (feet) VERTCON EZ5807 ___________________________________________________________________ EZ5807 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EZ5807 GEOID HEIGHT- -31.09 (meters) GEOID03 EZ5807 EZ5807 HORZ ORDER - SECOND EZ5807 EZ5807.The North Carolina HARNS have been completed but, EZ5807.due to contractual restrictions, coordinates for these stations EZ5807.will NOT be published in the near future. In the interim, the EZ5807.published coordinates in North Carolina will not be EZ5807.consistent with the Continuously Operating Reference Stations EZ5807.(CORS). The HARN coordinates for these stations are available EZ5807.upon request. Contact Gary Thompson(919-733-3836). EZ5807. EZ5807.In addition, the published North Carolina positions EZ5807.(NAD 83 (1986)) are NOT consistent with those determined in EZ5807.adjacent state readjustments. The discontinuity between stations EZ5807.located in North Carolina and those in adjacent states EZ5807.which have been adjusted to the HARN may be as much as 5 EZ5807.decimeters. This will result in a significant loss of accuracy EZ5807.over lines crossing such state borders. EZ5807 EZ5807 EZ5807.The horizontal coordinates were established by classical geodetic methods EZ5807.and adjusted by the National Geodetic Survey in March 1990. EZ5807 EZ5807.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5807 EZ5807.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5807 EZ5807.The geoid height was determined by GEOID03. EZ5807 EZ5807; North East Units Scale Factor Converg. EZ5807;SPC NC - 140,213.427 539,298.171 MT 0.99988133 -0 26 40.6 EZ5807;SPC NC - 460,016.89 1,769,347.42 sFT 0.99988133 -0 26 40.6 EZ5807;UTM 17 - 3,875,011.551 612,196.720 MT 0.99975514 +0 42 20.1 EZ5807 EZ5807! - Elev Factor x Scale Factor = Combined Factor EZ5807!SPC NC - 0.99998561 x 0.99988133 = 0.99986694 EZ5807!UTM 17 - 0.99998561 x 0.99975514 = 0.99974075 EZ5807 EZ5807 SUPERSEDED SURVEY CONTROL EZ5807 EZ5807 NGVD 29 (03/28/90) 123.0 (m) 404. (f) VERT ANG EZ5807 EZ5807.Superseded values are not recommended for survey control. EZ5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5807.See file dsdata.txt to determine how the superseded data were derived. EZ5807 EZ5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1219775012(NAD 83) EZ5807_MARKER: DE = TRAVERSE STATION DISK EZ5807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5807_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5807_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5807+STABILITY: SURFACE MOTION EZ5807 EZ5807 HISTORY - Date Condition Report By EZ5807 HISTORY - 1977 MONUMENTED NCGS EZ5807 EZ5807 STATION DESCRIPTION EZ5807 EZ5807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5807'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES SOUTH OF ELLERBE AND EZ5807'5.0 MILES NORTH OF ROCKINGHAM. EZ5807' EZ5807'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EZ5807'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 5.35 MILES TO SR 1446 EZ5807'(NORTHEAST) AND SR 1306 (SOUTHWEST) INTERSECTION AND STATION ON RIGHT, EZ5807'IN SOUTHEAST QUADRANT OF INTERSECTION, AND IN FRONT OF THE US 220 EZ5807'TEXACO GARAGE. EZ5807' EZ5807'STATION MARK IS A STANDARD DISK STAMPED---ROCELL 1977---SET IN THE TOP EZ5807'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5807'MARK IS 33.4 FEET EAST-SOUTHEAST OF NORTH BOUND LANES, 59.7 FEET SOUTH EZ5807'-SOUTHEAST OF JUNCTION OF CENTERLINES OF NORTH BOUND LANES WITH EZ5807'SR 1446, 77.4 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF GARAGE, 36.4 EZ5807'FEET NORTH OF POWER POLE 11094 WITH REFERENCE TAG AND 115.5 FEET WEST EZ5807'SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2896 *********************************************************************** EB2896 DESIGNATION - ROCKINGHAM CABLEVISION TOWER EB2896 PID - EB2896 EB2896 STATE/COUNTY- NC/RICHMOND EB2896 USGS QUAD - HAMLET (1982) EB2896 EB2896 *CURRENT SURVEY CONTROL EB2896 ___________________________________________________________________ EB2896* NAD 83(1986)- 34 55 30.04590(N) 079 43 55.30016(W) ADJUSTED EB2896* NAVD 88 - EB2896 ___________________________________________________________________ EB2896 LAPLACE CORR- -5.02 (seconds) DEFLEC99 EB2896 GEOID HEIGHT- -31.33 (meters) GEOID03 EB2896 EB2896 HORZ ORDER - THIRD EB2896 EB2896.The North Carolina HARNS have been completed but, EB2896.due to contractual restrictions, coordinates for these stations EB2896.will NOT be published in the near future. In the interim, the EB2896.published coordinates in North Carolina will not be EB2896.consistent with the Continuously Operating Reference Stations EB2896.(CORS). The HARN coordinates for these stations are available EB2896.upon request. Contact Gary Thompson(919-733-3836). EB2896. EB2896.In addition, the published North Carolina positions EB2896.(NAD 83 (1986)) are NOT consistent with those determined in EB2896.adjacent state readjustments. The discontinuity between stations EB2896.located in North Carolina and those in adjacent states EB2896.which have been adjusted to the HARN may be as much as 5 EB2896.decimeters. This will result in a significant loss of accuracy EB2896.over lines crossing such state borders. EB2896 EB2896 EB2896.The horizontal coordinates were established by classical geodetic methods EB2896.and adjusted by the National Geodetic Survey in July 1986. EB2896 EB2896 EB2896.The Laplace correction was computed from DEFLEC99 derived deflections. EB2896 EB2896.The geoid height was determined by GEOID03. EB2896 EB2896; North East Units Scale Factor Converg. EB2896;SPC NC - 130,591.098 542,722.880 MT 0.99988876 -0 25 21.0 EB2896;SPC NC - 428,447.63 1,780,583.32 sFT 0.99988876 -0 25 21.0 EB2896;UTM 17 - 3,865,461.044 615,813.300 MT 0.99976531 +0 43 33.6 EB2896 EB2896 SUPERSEDED SURVEY CONTROL EB2896 EB2896 NAD 27 - 34 55 29.48630(N) 079 43 56.10787(W) AD( ) 3 EB2896 EB2896.Superseded values are not recommended for survey control. EB2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2896.See file dsdata.txt to determine how the superseded data were derived. EB2896 EB2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1581365461(NAD 83) EB2896_MARKER: 43 = RADIO/TV TOWER EB2896 EB2896 HISTORY - Date Condition Report By EB2896 HISTORY - 1970 FIRST OBSERVED NCGS EB2896 EB2896 STATION DESCRIPTION EB2896 EB2896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2896'ROCKINGHAM CABLEVISION TOWER IS AN INTERSECTION STATION ESTABLISHED EB2896'IN THE VICINITY OF HAMLET, NORTH CAROLINA. EB2896' EB2896'ROCKINGHAM CABLEVISION TOWER IS LOCATED 2.5 MILES ESE OF ROCKINGHAM, EB2896'ON THE NORTH SIDE OF SR 1624, AND 2.0 MILES EAST OF SR 1642 AND 0.8 EB2896'MILE WEST OF SR 1654. TOWER IS APPROXIMATELY 250 FEET HIGH AND EB2896'TRIANGULAR IN SHAPE. IT IS RED AND WHITE IN COLOR. POINT EB2896'OBSERVED WAS RED LIGHT ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2958 *********************************************************************** EB2958 DESIGNATION - ROCKINGHAM MUN WATER TANK EB2958 PID - EB2958 EB2958 STATE/COUNTY- NC/RICHMOND EB2958 USGS QUAD - ROCKINGHAM (1982) EB2958 EB2958 *CURRENT SURVEY CONTROL EB2958 ___________________________________________________________________ EB2958* NAD 83(1986)- 34 55 38.36677(N) 079 45 17.72376(W) ADJUSTED EB2958* NAVD 88 - EB2958 ___________________________________________________________________ EB2958 LAPLACE CORR- -4.96 (seconds) DEFLEC99 EB2958 GEOID HEIGHT- -31.25 (meters) GEOID03 EB2958 EB2958 HORZ ORDER - THIRD EB2958 EB2958.The North Carolina HARNS have been completed but, EB2958.due to contractual restrictions, coordinates for these stations EB2958.will NOT be published in the near future. In the interim, the EB2958.published coordinates in North Carolina will not be EB2958.consistent with the Continuously Operating Reference Stations EB2958.(CORS). The HARN coordinates for these stations are available EB2958.upon request. Contact Gary Thompson(919-733-3836). EB2958. EB2958.In addition, the published North Carolina positions EB2958.(NAD 83 (1986)) are NOT consistent with those determined in EB2958.adjacent state readjustments. The discontinuity between stations EB2958.located in North Carolina and those in adjacent states EB2958.which have been adjusted to the HARN may be as much as 5 EB2958.decimeters. This will result in a significant loss of accuracy EB2958.over lines crossing such state borders. EB2958 EB2958 EB2958.The horizontal coordinates were established by classical geodetic methods EB2958.and adjusted by the National Geodetic Survey in July 1986. EB2958 EB2958 EB2958.The Laplace correction was computed from DEFLEC99 derived deflections. EB2958 EB2958.The geoid height was determined by GEOID03. EB2958 EB2958; North East Units Scale Factor Converg. EB2958;SPC NC - 130,863.148 540,633.133 MT 0.99988853 -0 26 08.6 EB2958;SPC NC - 429,340.18 1,773,727.20 sFT 0.99988853 -0 26 08.6 EB2958;UTM 17 - 3,865,691.121 613,718.784 MT 0.99975938 +0 42 46.5 EB2958 EB2958 SUPERSEDED SURVEY CONTROL EB2958 EB2958 NAD 27 - 34 55 37.80257(N) 079 45 18.51780(W) AD( ) 3 EB2958 EB2958.Superseded values are not recommended for survey control. EB2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2958.See file dsdata.txt to determine how the superseded data were derived. EB2958 EB2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1371965691(NAD 83) EB2958_MARKER: 53 = ELEVATED TANK EB2958 EB2958 HISTORY - Date Condition Report By EB2958 HISTORY - 1970 FIRST OBSERVED NCGS EB2958 EB2958 STATION DESCRIPTION EB2958 EB2958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2958'ROCKINGHAM, MUNICIPAL WATER TANK IS AN INTERSECTION STATION LOCATED EB2958'IN THE VICINITY OF HAMLET, NORTH CAROLINA. EB2958' EB2958'ROCKINGHAM MUNICIPAL WATER TANK IS LOCATED AT THE SOUTHWEST EDGE OF EB2958'ROCKINGHAM, IN THE NORTHEAST CORNER OF LAUREL STREET AND WALNUT EB2958'LANE. TOWER HAS 4 LEGS AND IS SILVER IN COLOR. POINT OBSERVED WAS EB2958'CENTER OF CONE SHAPED TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2954 *********************************************************************** EB2954 DESIGNATION - ROCKINGHAM MUNICIPAL TANK EB2954 PID - EB2954 EB2954 STATE/COUNTY- NC/RICHMOND EB2954 USGS QUAD - ROCKINGHAM (1982) EB2954 EB2954 *CURRENT SURVEY CONTROL EB2954 ___________________________________________________________________ EB2954* NAD 83(1986)- 34 56 18.83524(N) 079 46 19.17914(W) ADJUSTED EB2954* NAVD 88 - EB2954 ___________________________________________________________________ EB2954 LAPLACE CORR- -4.47 (seconds) DEFLEC99 EB2954 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2954 EB2954 HORZ ORDER - THIRD EB2954 EB2954.The North Carolina HARNS have been completed but, EB2954.due to contractual restrictions, coordinates for these stations EB2954.will NOT be published in the near future. In the interim, the EB2954.published coordinates in North Carolina will not be EB2954.consistent with the Continuously Operating Reference Stations EB2954.(CORS). The HARN coordinates for these stations are available EB2954.upon request. Contact Gary Thompson(919-733-3836). EB2954. EB2954.In addition, the published North Carolina positions EB2954.(NAD 83 (1986)) are NOT consistent with those determined in EB2954.adjacent state readjustments. The discontinuity between stations EB2954.located in North Carolina and those in adjacent states EB2954.which have been adjusted to the HARN may be as much as 5 EB2954.decimeters. This will result in a significant loss of accuracy EB2954.over lines crossing such state borders. EB2954 EB2954 EB2954.The horizontal coordinates were established by classical geodetic methods EB2954.and adjusted by the National Geodetic Survey in July 1986. EB2954 EB2954 EB2954.The Laplace correction was computed from DEFLEC99 derived deflections. EB2954 EB2954.The geoid height was determined by GEOID03. EB2954 EB2954; North East Units Scale Factor Converg. EB2954;SPC NC - 132,122.061 539,083.299 MT 0.99988744 -0 26 44.1 EB2954;SPC NC - 433,470.46 1,768,642.46 sFT 0.99988744 -0 26 44.1 EB2954;UTM 17 - 3,866,918.548 612,144.228 MT 0.99975500 +0 42 12.1 EB2954 EB2954 SUPERSEDED SURVEY CONTROL EB2954 EB2954 NAD 27 - 34 56 18.27700(N) 079 46 19.98100(W) AD( ) 3 EB2954 EB2954.Superseded values are not recommended for survey control. EB2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2954.See file dsdata.txt to determine how the superseded data were derived. EB2954 EB2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1214466919(NAD 83) EB2954_MARKER: 53 = ELEVATED TANK EB2954 EB2954 HISTORY - Date Condition Report By EB2954 HISTORY - 1933 FIRST OBSERVED CGS EB2954 HISTORY - 1967 GOOD CGS EB2954 EB2954 STATION DESCRIPTION EB2954 EB2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (NCS) EB2954'LOCATED NEAR THE CENTER OF ROCKINGHAM, ABOUT 300 FEET SOUTH OF EB2954'ROCKINGHAM ROAD, 100 FEET NORTH OF LAUREL AVE, AND 150 FEET EAST OF EB2954'WALNUT LANE, ON HIGH GROUND. EB2954' EB2954'AN ELEVATED STEEL WATER TANK, WITH ROUNDED BOTTOM AND CONICAL ROOF, EB2954'SUPPORTED BY FOUR STEEL LEGS, A LITTLE MORE THAN 100 FEET TALL, AND EB2954'PAINTED ALUMINUM IN 1967. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2884 *********************************************************************** EB2884 DESIGNATION - ROCKINGHAM RAD STA WAYN TOWER EB2884 PID - EB2884 EB2884 STATE/COUNTY- NC/RICHMOND EB2884 USGS QUAD - HAMLET (1982) EB2884 EB2884 *CURRENT SURVEY CONTROL EB2884 ___________________________________________________________________ EB2884* NAD 83(1986)- 34 55 24.33889(N) 079 44 44.61502(W) ADJUSTED EB2884* NAVD 88 - EB2884 ___________________________________________________________________ EB2884 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EB2884 GEOID HEIGHT- -31.29 (meters) GEOID03 EB2884 EB2884 HORZ ORDER - THIRD EB2884 EB2884.The North Carolina HARNS have been completed but, EB2884.due to contractual restrictions, coordinates for these stations EB2884.will NOT be published in the near future. In the interim, the EB2884.published coordinates in North Carolina will not be EB2884.consistent with the Continuously Operating Reference Stations EB2884.(CORS). The HARN coordinates for these stations are available EB2884.upon request. Contact Gary Thompson(919-733-3836). EB2884. EB2884.In addition, the published North Carolina positions EB2884.(NAD 83 (1986)) are NOT consistent with those determined in EB2884.adjacent state readjustments. The discontinuity between stations EB2884.located in North Carolina and those in adjacent states EB2884.which have been adjusted to the HARN may be as much as 5 EB2884.decimeters. This will result in a significant loss of accuracy EB2884.over lines crossing such state borders. EB2884 EB2884 EB2884.The horizontal coordinates were established by classical geodetic methods EB2884.and adjusted by the National Geodetic Survey in July 1986. EB2884 EB2884 EB2884.The Laplace correction was computed from DEFLEC99 derived deflections. EB2884 EB2884.The geoid height was determined by GEOID03. EB2884 EB2884; North East Units Scale Factor Converg. EB2884;SPC NC - 130,424.568 541,470.076 MT 0.99988891 -0 25 49.5 EB2884;SPC NC - 427,901.27 1,776,473.07 sFT 0.99988891 -0 25 49.5 EB2884;UTM 17 - 3,865,269.460 614,564.242 MT 0.99976176 +0 43 05.3 EB2884 EB2884 SUPERSEDED SURVEY CONTROL EB2884 EB2884 NAD 27 - 34 55 23.78327(N) 079 44 45.43205(W) AD( ) 3 EB2884 EB2884.Superseded values are not recommended for survey control. EB2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2884.See file dsdata.txt to determine how the superseded data were derived. EB2884 EB2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1456465269(NAD 83) EB2884_MARKER: 43 = RADIO/TV TOWER EB2884 EB2884 HISTORY - Date Condition Report By EB2884 HISTORY - 1970 FIRST OBSERVED NCGS EB2884 EB2884 STATION DESCRIPTION EB2884 EB2884'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2884'ROCKINGHAM RADIO TOWER (WAYN) IS AN INTERSECTION STATION ESTABLISHED EB2884'IN THE VICINITY OF HAMLET, NORTH CAROLINA. EB2884' EB2884'ROCKINGHAM RADIO TOWER (WAYN) IS LOCATED 1.8 MILES SOUTHEAST OF EB2884'ROCKINGHAM, 0.3 MILE NORTH OF US 74 AND 0.2 MILE EAST OF SR 1648. EB2884'TOWER IS APPROXIMATELY 150 FEET HIGH, CONE SHAPED AND RED AND WHITE EB2884'IN COLOR. POINT OBSERVED WAS RED LIGHT ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1560 *********************************************************************** EB1560 DESIGNATION - ROCKINGHAM RM 3 EB1560 PID - EB1560 EB1560 STATE/COUNTY- NC/RICHMOND EB1560 USGS QUAD - HAMLET (1982) EB1560 EB1560 *CURRENT SURVEY CONTROL EB1560 ___________________________________________________________________ EB1560* NAD 83(1986)- 34 54 30.52577(N) 079 41 01.85926(W) ADJUSTED EB1560* NAVD 88 - 118.628 (meters) 389.20 (feet) ADJUSTED EB1560 ___________________________________________________________________ EB1560 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB1560 GEOID HEIGHT- -31.51 (meters) GEOID03 EB1560 DYNAMIC HT - 118.519 (meters) 388.84 (feet) COMP EB1560 MODELED GRAV- 979,707.4 (mgal) NAVD 88 EB1560 EB1560 HORZ ORDER - THIRD EB1560 VERT ORDER - FIRST CLASS II EB1560 EB1560.The North Carolina HARNS have been completed but, EB1560.due to contractual restrictions, coordinates for these stations EB1560.will NOT be published in the near future. In the interim, the EB1560.published coordinates in North Carolina will not be EB1560.consistent with the Continuously Operating Reference Stations EB1560.(CORS). The HARN coordinates for these stations are available EB1560.upon request. Contact Gary Thompson(919-733-3836). EB1560. EB1560.In addition, the published North Carolina positions EB1560.(NAD 83 (1986)) are NOT consistent with those determined in EB1560.adjacent state readjustments. The discontinuity between stations EB1560.located in North Carolina and those in adjacent states EB1560.which have been adjusted to the HARN may be as much as 5 EB1560.decimeters. This will result in a significant loss of accuracy EB1560.over lines crossing such state borders. EB1560 EB1560 EB1560.The horizontal coordinates were established by classical geodetic methods EB1560.and adjusted by the National Geodetic Survey in July 1998. EB1560 EB1560.The orthometric height was determined by differential leveling EB1560.and adjusted by the National Geodetic Survey in June 1991. EB1560 EB1560.The Laplace correction was computed from DEFLEC99 derived deflections. EB1560 EB1560.The geoid height was determined by GEOID03. EB1560 EB1560.The dynamic height is computed by dividing the NAVD 88 EB1560.geopotential number by the normal gravity value computed on the EB1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1560.degrees latitude (g = 980.6199 gals.). EB1560 EB1560.The modeled gravity was interpolated from observed gravity values. EB1560 EB1560; North East Units Scale Factor Converg. EB1560;SPC NC - 128,725.759 547,111.737 MT 0.99989043 -0 23 40.9 EB1560;SPC NC - 422,327.76 1,794,982.42 sFT 0.99989043 -0 23 40.9 EB1560;UTM 17 - 3,863,684.238 620,238.134 MT 0.99977818 +0 45 11.8 EB1560 EB1560! - Elev Factor x Scale Factor = Combined Factor EB1560!SPC NC - 0.99998633 x 0.99989043 = 0.99987676 EB1560!UTM 17 - 0.99998633 x 0.99977818 = 0.99976451 EB1560 EB1560 SUPERSEDED SURVEY CONTROL EB1560 EB1560 NAVD 88 (07/24/98) 118.63 (m) 389.2 (f) LEVELING 3 EB1560 NGVD 29 (10/06/93) 118.896 (m) 390.08 (f) ADJUSTED 1 2 EB1560 EB1560.Superseded values are not recommended for survey control. EB1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1560.See file dsdata.txt to determine how the superseded data were derived. EB1560 EB1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2023863684(NAD 83) EB1560_MARKER: DR = REFERENCE MARK DISK EB1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1560_SP_SET: CONCRETE POST EB1560_STAMPING: ROCKINGHAM NO 3 1933 EB1560_MARK LOGO: CGS EB1560_PROJECTION: PROJECTING 5 CENTIMETERS EB1560_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1560+STABILITY: SURFACE MOTION EB1560 EB1560 HISTORY - Date Condition Report By EB1560 HISTORY - 1933 MONUMENTED CGS EB1560 HISTORY - 1980 GOOD NCGS EB1560 HISTORY - 19930903 GOOD NCGS EB1560 EB1560 STATION DESCRIPTION EB1560 EB1560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1560'1.5 MI NE FROM HAMLET. EB1560'1.6 MILES NORTHEAST ALONG N.C. 177 FROM THE INTERSECTION WITH U.S. 74 EB1560'IN HAMLET, ACROSS HIGHWAY FROM INTERSECTION WITH SR 1627 AND IN A EB1560'VACANT LOT BESIDE A VACANT FRAME HOUSE, 117.8 FEET SOUTHEAST OF EB1560'CENTERLINE OF HIGHWAY, 34.0 FEET NORTHWEST OF NORTHWEST RAIL, 1.5 FEET EB1560'WEST-SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG AND 63.1 FEET EB1560'SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG. EB1560'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1560 EB1560 STATION RECOVERY (1993) EB1560 EB1560'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB1560'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1561 *********************************************************************** EB1561 DESIGNATION - ROCKINGHAM RM 4 EB1561 PID - EB1561 EB1561 STATE/COUNTY- NC/RICHMOND EB1561 USGS QUAD - HAMLET (1982) EB1561 EB1561 *CURRENT SURVEY CONTROL EB1561 ___________________________________________________________________ EB1561* NAD 83(1986)- 34 54 31.45266(N) 079 41 00.91413(W) ADJUSTED EB1561* NAVD 88 - 118.745 (meters) 389.58 (feet) ADJUSTED EB1561 ___________________________________________________________________ EB1561 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EB1561 GEOID HEIGHT- -31.52 (meters) GEOID03 EB1561 DYNAMIC HT - 118.636 (meters) 389.22 (feet) COMP EB1561 MODELED GRAV- 979,707.4 (mgal) NAVD 88 EB1561 EB1561 HORZ ORDER - THIRD EB1561 VERT ORDER - FIRST CLASS II EB1561 EB1561.The North Carolina HARNS have been completed but, EB1561.due to contractual restrictions, coordinates for these stations EB1561.will NOT be published in the near future. In the interim, the EB1561.published coordinates in North Carolina will not be EB1561.consistent with the Continuously Operating Reference Stations EB1561.(CORS). The HARN coordinates for these stations are available EB1561.upon request. Contact Gary Thompson(919-733-3836). EB1561. EB1561.In addition, the published North Carolina positions EB1561.(NAD 83 (1986)) are NOT consistent with those determined in EB1561.adjacent state readjustments. The discontinuity between stations EB1561.located in North Carolina and those in adjacent states EB1561.which have been adjusted to the HARN may be as much as 5 EB1561.decimeters. This will result in a significant loss of accuracy EB1561.over lines crossing such state borders. EB1561 EB1561 EB1561.The horizontal coordinates were established by classical geodetic methods EB1561.and adjusted by the National Geodetic Survey in July 1998. EB1561 EB1561.The orthometric height was determined by differential leveling EB1561.and adjusted by the National Geodetic Survey in June 1991. EB1561 EB1561.The Laplace correction was computed from DEFLEC99 derived deflections. EB1561 EB1561.The geoid height was determined by GEOID03. EB1561 EB1561.The dynamic height is computed by dividing the NAVD 88 EB1561.geopotential number by the normal gravity value computed on the EB1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1561.degrees latitude (g = 980.6199 gals.). EB1561 EB1561.The modeled gravity was interpolated from observed gravity values. EB1561 EB1561; North East Units Scale Factor Converg. EB1561;SPC NC - 128,754.153 547,135.924 MT 0.99989041 -0 23 40.4 EB1561;SPC NC - 422,420.92 1,795,061.78 sFT 0.99989041 -0 23 40.4 EB1561;UTM 17 - 3,863,713.108 620,261.744 MT 0.99977825 +0 45 12.4 EB1561 EB1561! - Elev Factor x Scale Factor = Combined Factor EB1561!SPC NC - 0.99998631 x 0.99989041 = 0.99987672 EB1561!UTM 17 - 0.99998631 x 0.99977825 = 0.99976456 EB1561 EB1561 SUPERSEDED SURVEY CONTROL EB1561 EB1561 NAVD 88 (07/24/98) 118.74 (m) 389.6 (f) LEVELING 3 EB1561 NGVD 29 (10/06/93) 119.013 (m) 390.46 (f) ADJUSTED 1 2 EB1561 EB1561.Superseded values are not recommended for survey control. EB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1561.See file dsdata.txt to determine how the superseded data were derived. EB1561 EB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2026263713(NAD 83) EB1561_MARKER: DR = REFERENCE MARK DISK EB1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1561_SP_SET: CONCRETE POST EB1561_STAMPING: ROCKINGHAM NO 4 1980 EB1561_MARK LOGO: NGS EB1561_PROJECTION: PROJECTING 8 CENTIMETERS EB1561_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1561+STABILITY: SURFACE MOTION EB1561 EB1561 HISTORY - Date Condition Report By EB1561 HISTORY - 1980 MONUMENTED NGS EB1561 HISTORY - 1980 GOOD NCGS EB1561 HISTORY - 19890425 MARK NOT FOUND USGS EB1561 HISTORY - 19890426 MARK NOT FOUND USGS EB1561 HISTORY - 19930903 GOOD NCGS EB1561 EB1561 STATION DESCRIPTION EB1561 EB1561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1561'1.5 MI NE FROM HAMLET. EB1561'1.6 MILES NORTHEAST ALONG N.C. 177 FROM THE INTERSECTION WITH U.S. 74 EB1561'IN HAMLET, ACROSS HIGHWAY FROM INTERSECTION WITH SR 1627 AND IN VACANT EB1561'LOT BESIDE A VACANT FRAME HOUSE, 40.9 FEET NORTHWEST OF NORTHWEST EB1561'RAIL, 1.7 FEET WEST OF POWER POLE 4004 WITH REFERENCE TAG, EB1561'38.0 FEET SOUTH OF SOUTHEAST CORNER OF BLOCK WELL HOUSE AND 59.5 FEET EB1561'NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG. EB1561'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EB1561 EB1561 STATION RECOVERY (1989) EB1561 EB1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW) EB1561'MARK NOT FOUND. EB1561 EB1561 STATION RECOVERY (1989) EB1561 EB1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW) EB1561'MARK NOT FOUND. EB1561 EB1561 STATION RECOVERY (1993) EB1561 EB1561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB1561'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2856 *********************************************************************** EB2856 DESIGNATION - ROJAN EB2856 PID - EB2856 EB2856 STATE/COUNTY- NC/RICHMOND EB2856 USGS QUAD - HAMLET (1982) EB2856 EB2856 *CURRENT SURVEY CONTROL EB2856 ___________________________________________________________________ EB2856* NAD 83(1986)- 34 57 51.21145(N) 079 40 04.17798(W) ADJUSTED EB2856* NAVD 88 - 113.9 (meters) 374. (feet) VERTCON EB2856 ___________________________________________________________________ EB2856 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB2856 GEOID HEIGHT- -31.47 (meters) GEOID03 EB2856 EB2856 HORZ ORDER - SECOND EB2856 EB2856.The North Carolina HARNS have been completed but, EB2856.due to contractual restrictions, coordinates for these stations EB2856.will NOT be published in the near future. In the interim, the EB2856.published coordinates in North Carolina will not be EB2856.consistent with the Continuously Operating Reference Stations EB2856.(CORS). The HARN coordinates for these stations are available EB2856.upon request. Contact Gary Thompson(919-733-3836). EB2856. EB2856.In addition, the published North Carolina positions EB2856.(NAD 83 (1986)) are NOT consistent with those determined in EB2856.adjacent state readjustments. The discontinuity between stations EB2856.located in North Carolina and those in adjacent states EB2856.which have been adjusted to the HARN may be as much as 5 EB2856.decimeters. This will result in a significant loss of accuracy EB2856.over lines crossing such state borders. EB2856 EB2856 EB2856.The horizontal coordinates were established by classical geodetic methods EB2856.and adjusted by the National Geodetic Survey in July 1986. EB2856 EB2856.The NAVD 88 height was computed by applying the VERTCON shift value to EB2856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2856 EB2856.The Laplace correction was computed from DEFLEC99 derived deflections. EB2856 EB2856.The geoid height was determined by GEOID03. EB2856 EB2856; North East Units Scale Factor Converg. EB2856;SPC NC - 134,899.387 548,617.441 MT 0.99988511 -0 23 07.6 EB2856;SPC NC - 442,582.41 1,799,922.39 sFT 0.99988511 -0 23 07.6 EB2856;UTM 17 - 3,869,886.139 621,619.648 MT 0.99978230 +0 45 48.7 EB2856 EB2856! - Elev Factor x Scale Factor = Combined Factor EB2856!SPC NC - 0.99998706 x 0.99988511 = 0.99987217 EB2856!UTM 17 - 0.99998706 x 0.99978230 = 0.99976936 EB2856 EB2856: Primary Azimuth Mark Grid Az EB2856:SPC NC - BILLBOARD 046 06 11.7 EB2856:UTM 17 - BILLBOARD 044 57 15.4 EB2856 EB2856|---------------------------------------------------------------------| EB2856| PID Reference Object Distance Geod. Az | EB2856| dddmmss.s | EB2856| EB2853 BILLBOARD APPROX. 1.7 KM 0454304.1 | EB2856| EB2880 HENRY 279.566 METERS 24058 | EB2856|---------------------------------------------------------------------| EB2856 EB2856 SUPERSEDED SURVEY CONTROL EB2856 EB2856 NAD 27 - 34 57 50.65911(N) 079 40 04.98499(W) AD( ) 2 EB2856 NGVD 29 (07/19/86) 114.2 (m) 375. (f) VERT ANG EB2856 EB2856.Superseded values are not recommended for survey control. EB2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2856.See file dsdata.txt to determine how the superseded data were derived. EB2856 EB2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2162069886(NAD 83) EB2856_MARKER: DE = TRAVERSE STATION DISK EB2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2856_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2856_STAMPING: ROJAN 1972 EB2856_MARK LOGO: NCGS EB2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2856+STABILITY: SURFACE MOTION EB2856 EB2856 HISTORY - Date Condition Report By EB2856 HISTORY - 1972 MONUMENTED NCGS EB2856 EB2856 STATION DESCRIPTION EB2856 EB2856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB2856'ROJAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2856'VICINITY OF ROCKINGHAM, NORTH CAROLINA. EB2856' EB2856'ROJAN IS LOCATED APPROXIMATELY 6.0 MILES ENE OF ROCKINGHAM AND 8.1 EB2856'MILES SOUTHWEST OF HOFFMAN. TO REACH STATION FROM THE INTERSECTION EB2856'OF US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED WEST ALONG US 1 FOR EB2856'4.1 MILES TO STATION ON LEFT (S), 0.05 MILE WEST OF INTERSECTION EB2856'SR 1606, APPROXIMATELY 300 FEET SOUTHWEST OF AN ASPHALT ROAD EB2856'ENTRANCE (N) AND BETWEEN ROJAN MOTEL SIGN AND SAYN RADIO SIGN. EB2856' EB2856'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ROJAN EB2856'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2856'FLUSH WITH THE GROUND. EB2856' EB2856'MARK IS EB2856' EB2856'48.5 FEET SE OF C/L OF US 1. EB2856'8.7 FEET NW OF PP W/TWO GUY WIRES AND ALUMINUM REF. TAG. EB2856'46.8 FEET W OF 10 INCH PINE WITH ALUMINUM REF. TAG. EB2856'54.8 FEET NNE OF 8 INCH PINE WITH ALUMINUM REF. TAG. EB2856'152.7 NE OF TELEPHONE REPAIR SERVICE BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5808 *********************************************************************** EZ5808 DESIGNATION - SALLY EZ5808 PID - EZ5808 EZ5808 STATE/COUNTY- NC/RICHMOND EZ5808 USGS QUAD - HOFFMAN (1982) EZ5808 EZ5808 *CURRENT SURVEY CONTROL EZ5808 ___________________________________________________________________ EZ5808* NAD 83(1986)- 35 02 58.00522(N) 079 35 13.94203(W) ADJUSTED EZ5808* NAVD 88 - 132.982 (meters) 436.29 (feet) ADJUSTED EZ5808 ___________________________________________________________________ EZ5808 LAPLACE CORR- -4.58 (seconds) DEFLEC99 EZ5808 GEOID HEIGHT- -31.56 (meters) GEOID03 EZ5808 DYNAMIC HT - 132.860 (meters) 435.89 (feet) COMP EZ5808 MODELED GRAV- 979,709.8 (mgal) NAVD 88 EZ5808 EZ5808 HORZ ORDER - SECOND EZ5808 VERT ORDER - SECOND CLASS II EZ5808 EZ5808.The North Carolina HARNS have been completed but, EZ5808.due to contractual restrictions, coordinates for these stations EZ5808.will NOT be published in the near future. In the interim, the EZ5808.published coordinates in North Carolina will not be EZ5808.consistent with the Continuously Operating Reference Stations EZ5808.(CORS). The HARN coordinates for these stations are available EZ5808.upon request. Contact Gary Thompson(919-733-3836). EZ5808. EZ5808.In addition, the published North Carolina positions EZ5808.(NAD 83 (1986)) are NOT consistent with those determined in EZ5808.adjacent state readjustments. The discontinuity between stations EZ5808.located in North Carolina and those in adjacent states EZ5808.which have been adjusted to the HARN may be as much as 5 EZ5808.decimeters. This will result in a significant loss of accuracy EZ5808.over lines crossing such state borders. EZ5808 EZ5808 EZ5808.The horizontal coordinates were established by classical geodetic methods EZ5808.and adjusted by the National Geodetic Survey in March 1990. EZ5808 EZ5808.The orthometric height was determined by differential leveling EZ5808.and adjusted by the National Geodetic Survey in August 2000. EZ5808 EZ5808.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5808 EZ5808.The geoid height was determined by GEOID03. EZ5808 EZ5808.The dynamic height is computed by dividing the NAVD 88 EZ5808.geopotential number by the normal gravity value computed on the EZ5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5808.degrees latitude (g = 980.6199 gals.). EZ5808 EZ5808.The modeled gravity was interpolated from observed gravity values. EZ5808 EZ5808; North East Units Scale Factor Converg. EZ5808;SPC NC - 144,305.987 556,035.320 MT 0.99987879 -0 20 20.1 EZ5808;SPC NC - 473,443.89 1,824,259.21 sFT 0.99987879 -0 20 20.1 EZ5808;UTM 17 - 3,879,438.832 628,846.662 MT 0.99980460 +0 48 41.2 EZ5808 EZ5808! - Elev Factor x Scale Factor = Combined Factor EZ5808!SPC NC - 0.99998408 x 0.99987879 = 0.99986287 EZ5808!UTM 17 - 0.99998408 x 0.99980460 = 0.99978868 EZ5808 EZ5808 SUPERSEDED SURVEY CONTROL EZ5808 EZ5808 NGVD 29 (03/28/90) 133.2 (m) 437. (f) VERT ANG EZ5808 EZ5808.Superseded values are not recommended for survey control. EZ5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5808.See file dsdata.txt to determine how the superseded data were derived. EZ5808 EZ5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2884779439(NAD 83) EZ5808_MARKER: DE = TRAVERSE STATION DISK EZ5808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5808_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5808_STAMPING: SALLY 1977 EZ5808_MARK LOGO: NCGS EZ5808_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5808+STABILITY: SURFACE MOTION EZ5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5808+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998 EZ5808 EZ5808 HISTORY - Date Condition Report By EZ5808 HISTORY - 1977 MONUMENTED NCGS EZ5808 HISTORY - 1985 GOOD USPSQD EZ5808 HISTORY - 19960128 GOOD USPSQD EZ5808 HISTORY - 19980323 GOOD NCGS EZ5808 EZ5808 STATION DESCRIPTION EZ5808 EZ5808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5808'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHWEST OF HOFFMAN. EZ5808' EZ5808'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5808'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5808'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5808'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 2.2 MILES TO A FARM ROAD EZ5808'AND STATION ON RIGHT, AT CORNER OF WOODS. EZ5808' EZ5808'STATION MARK IS A STANDARD DISK STAMPED---SALLY 1977---, SET IN THE EZ5808'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5808'THE MARK IS 32.0 FEET EAST OF THE CENTERLINE OF SR 1003, 17.9 FEET EZ5808'NORTH-NORTHWEST OF THE CENTERLINE OF FARM ROAD, 10.1 FEET WEST OF A 6 EZ5808'INCH PINE WITH REFERENCE TAG, 17.1 FEET SOUTH-SOUTHWEST OF AN 8 INCH EZ5808'PINE WITH REFERENCE TAG, 38.8 FEET NORTH OF A TELEPHONE PEDESTAL AND EZ5808'78.8 FEET EAST-SOUTHEAST OF A 5 INCH PINE WITH REFERENCE TAG. EZ5808 EZ5808 STATION RECOVERY (1985) EZ5808 EZ5808'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5808'RECOVERED IN GOOD CONDITION. EZ5808 EZ5808 STATION RECOVERY (1996) EZ5808 EZ5808'RECOVERY NOTE BY US POWER SQUADRON 1996 EZ5808'RECOVERED IN GOOD CONDITION. EZ5808 EZ5808 STATION RECOVERY (1998) EZ5808 EZ5808'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5808'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. FARM ROAD IS EZ5808'NOW FOX FOREST LANE. MARK IS LOCATED 4.6 FT (1.4 M) NORTHEAST OF A EZ5808'STREET SIGN POST. 6-INCH PINE IS NOW 12-INCHES, 8-INCH PINE IS NOW EZ5808'11-INCHES, AND 5-INCH PINE IS NOW 8-INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3681 *********************************************************************** EB3681 DESIGNATION - SANDMAN EB3681 PID - EB3681 EB3681 STATE/COUNTY- NC/RICHMOND EB3681 USGS QUAD - ROCKINGHAM (1982) EB3681 EB3681 *CURRENT SURVEY CONTROL EB3681 ___________________________________________________________________ EB3681* NAD 83(1986)- 34 53 03.74870(N) 079 48 47.13074(W) ADJUSTED EB3681* NAVD 88 - 75.9 (meters) 249. (feet) VERTCON EB3681 ___________________________________________________________________ EB3681 LAPLACE CORR- -3.75 (seconds) DEFLEC99 EB3681 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3681 EB3681 HORZ ORDER - SECOND EB3681 EB3681.The North Carolina HARNS have been completed but, EB3681.due to contractual restrictions, coordinates for these stations EB3681.will NOT be published in the near future. In the interim, the EB3681.published coordinates in North Carolina will not be EB3681.consistent with the Continuously Operating Reference Stations EB3681.(CORS). The HARN coordinates for these stations are available EB3681.upon request. Contact Gary Thompson(919-733-3836). EB3681. EB3681.In addition, the published North Carolina positions EB3681.(NAD 83 (1986)) are NOT consistent with those determined in EB3681.adjacent state readjustments. The discontinuity between stations EB3681.located in North Carolina and those in adjacent states EB3681.which have been adjusted to the HARN may be as much as 5 EB3681.decimeters. This will result in a significant loss of accuracy EB3681.over lines crossing such state borders. EB3681 EB3681 EB3681.The horizontal coordinates were established by classical geodetic methods EB3681.and adjusted by the National Geodetic Survey in March 1990. EB3681 EB3681.The NAVD 88 height was computed by applying the VERTCON shift value to EB3681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3681 EB3681.The Laplace correction was computed from DEFLEC99 derived deflections. EB3681 EB3681.The geoid height was determined by GEOID03. EB3681 EB3681; North East Units Scale Factor Converg. EB3681;SPC NC - 126,141.034 535,280.073 MT 0.99989302 -0 28 09.5 EB3681;SPC NC - 413,847.71 1,756,164.71 sFT 0.99989302 -0 28 09.5 EB3681;UTM 17 - 3,860,863.338 608,462.170 MT 0.99974499 +0 40 44.0 EB3681 EB3681! - Elev Factor x Scale Factor = Combined Factor EB3681!SPC NC - 0.99999298 x 0.99989302 = 0.99988600 EB3681!UTM 17 - 0.99999298 x 0.99974499 = 0.99973797 EB3681 EB3681 SUPERSEDED SURVEY CONTROL EB3681 EB3681 NGVD 29 (03/28/90) 76.2 (m) 250. (f) VERT ANG EB3681 EB3681.Superseded values are not recommended for survey control. EB3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3681.See file dsdata.txt to determine how the superseded data were derived. EB3681 EB3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0846260863(NAD 83) EB3681_MARKER: DE = TRAVERSE STATION DISK EB3681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3681_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3681_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3681+STABILITY: SURFACE MOTION EB3681 EB3681 HISTORY - Date Condition Report By EB3681 HISTORY - 1977 MONUMENTED NCGS EB3681 EB3681 STATION DESCRIPTION EB3681 EB3681'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3681'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTH-SOUTHEAST OF EB3681'CORDOVA AND 4.4 MILES SOUTHWEST OF ROCKINGHAM. EB3681' EB3681'TO REACH THE STATION FROM THE RAILROAD CROSSING OF THE SOUTH BOUND EB3681'LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED SOUTHWEST ALONG EB3681'US 1 FOR 3.4 MILES TO STATION ON LEFT AND BETWEEN REFLECTOR BOARDS, EB3681'0.15 MILE NORTHEAST OF SR 1105 INTERSECTION. EB3681' EB3681'STATION MARK IS A STANDARD DISK STAMPED---SANDMAN 1977---, SET IN THE EB3681'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EB3681'THE MARK IS 15.8 FEET SOUTHEAST OF THE CENTERLINE OF US 1, 40.5 FEET EB3681'SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A BOX EB3681'CULVERT, 51.4 FEET SOUTH OF THE SOUTHWEST END OF THE NORTHWEST EB3681'HEADWALL, 51.0 FEET NORTHEAST OF REFLECTOR BOARD WITH REFERENCE TAG, EB3681'54.2 FEET WEST-NORTHWEST OF A 6 INCH PINE WITH REFERENCE TAG AND 45.5 EB3681'FEET NORTH OF AN 8 INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5810 *********************************************************************** EZ5810 DESIGNATION - SANDPIT EZ5810 PID - EZ5810 EZ5810 STATE/COUNTY- NC/RICHMOND EZ5810 USGS QUAD - HOFFMAN (1982) EZ5810 EZ5810 *CURRENT SURVEY CONTROL EZ5810 ___________________________________________________________________ EZ5810* NAD 83(1986)- 35 06 59.55423(N) 079 36 47.93484(W) ADJUSTED EZ5810* NAVD 88 - 140.3 (meters) 460. (feet) VERTCON EZ5810 ___________________________________________________________________ EZ5810 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EZ5810 GEOID HEIGHT- -31.33 (meters) GEOID03 EZ5810 EZ5810 HORZ ORDER - SECOND EZ5810 EZ5810.The North Carolina HARNS have been completed but, EZ5810.due to contractual restrictions, coordinates for these stations EZ5810.will NOT be published in the near future. In the interim, the EZ5810.published coordinates in North Carolina will not be EZ5810.consistent with the Continuously Operating Reference Stations EZ5810.(CORS). The HARN coordinates for these stations are available EZ5810.upon request. Contact Gary Thompson(919-733-3836). EZ5810. EZ5810.In addition, the published North Carolina positions EZ5810.(NAD 83 (1986)) are NOT consistent with those determined in EZ5810.adjacent state readjustments. The discontinuity between stations EZ5810.located in North Carolina and those in adjacent states EZ5810.which have been adjusted to the HARN may be as much as 5 EZ5810.decimeters. This will result in a significant loss of accuracy EZ5810.over lines crossing such state borders. EZ5810 EZ5810 EZ5810.The horizontal coordinates were established by classical geodetic methods EZ5810.and adjusted by the National Geodetic Survey in March 1990. EZ5810 EZ5810.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5810 EZ5810.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5810 EZ5810.The geoid height was determined by GEOID03. EZ5810 EZ5810; North East Units Scale Factor Converg. EZ5810;SPC NC - 151,763.207 553,699.618 MT 0.99987536 -0 21 14.4 EZ5810;SPC NC - 497,909.79 1,816,596.16 sFT 0.99987536 -0 21 14.4 EZ5810;UTM 17 - 3,886,847.060 626,361.814 MT 0.99979679 +0 47 52.0 EZ5810 EZ5810! - Elev Factor x Scale Factor = Combined Factor EZ5810!SPC NC - 0.99998290 x 0.99987536 = 0.99985826 EZ5810!UTM 17 - 0.99998290 x 0.99979679 = 0.99977970 EZ5810 EZ5810 SUPERSEDED SURVEY CONTROL EZ5810 EZ5810 NGVD 29 (03/28/90) 140.5 (m) 461. (f) VERT ANG EZ5810 EZ5810.Superseded values are not recommended for survey control. EZ5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5810.See file dsdata.txt to determine how the superseded data were derived. EZ5810 EZ5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2636286847(NAD 83) EZ5810_MARKER: DE = TRAVERSE STATION DISK EZ5810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5810_STAMPING: SANDPIT 1977 EZ5810_MARK LOGO: NCGS EZ5810_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5810+STABILITY: SURFACE MOTION EZ5810 EZ5810 HISTORY - Date Condition Report By EZ5810 HISTORY - 1977 MONUMENTED NCGS EZ5810 HISTORY - 19930721 SEE DESCRIPTION NCGS EZ5810 EZ5810 STATION DESCRIPTION EZ5810 EZ5810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5810'THE STATION IS LOCATED APPROXIMATELY 0.3 MILES SOUTHEAST OF THE EZ5810'MINERAL SPRINGS-BEAVERDAM TOWNSHIP LINE, 2.4 MILES SOUTHEAST OF DERBY EZ5810'AND 6.8 MILES NORTH-NORTHWEST OF HOFFMAN. EZ5810' EZ5810'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5810'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5810'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE FOR 0.1 MILE TO EZ5810'SR 1003 (FORKS RIGHT), THENCE NORTHWESTERLY ALONG SR 1003 FOR 7.6 EZ5810'MILES TO STATION ON LEFT, IN FRONT OF AN ABANDONED HOUSE, UNDER TWO EZ5810'TALL PINES AND 0.9 MILE NORTHWEST OF SR 1472 CROSSROAD. EZ5810' EZ5810'STATION MARK IS A STANDARD DISK STAMPED---SANDPIT 1977---, SET IN THE EZ5810'TOP OF A CONCRETE PRECAST, WHICH IS 3 INCHES ABOVE THE GROUND SURFACE. EZ5810'THE MARK IS 26.1 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1003, AND EZ5810'4.0 FEET WEST-SOUTHWEST OF A 12 INCH PINE, 9.9 FEET NORTHWEST OF A 12 EZ5810'INCH PINE, 18.6 FEET NORTHEAST OF A 24 INCH TWIN CEDAR, 21.7 FEET EZ5810'SOUTHEAST OF SERVICE POLE 6-125A AND 63.7 FEET SOUTH-SOUTHWEST OF EZ5810'TELEPHONE PEDESTAL POST ALL WITH REFERENCE TAGS. EZ5810 EZ5810 STATION RECOVERY (1993) EZ5810 EZ5810'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5810'DESTROYED--TOP OF MONUMENT AND DISK GONE--MARK IS LEANING, STEM IS EZ5810'BENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3701 *********************************************************************** EZ3701 DESIGNATION - SANDY ASTRONOMIC STATION EZ3701 PID - EZ3701 EZ3701 STATE/COUNTY- NC/RICHMOND EZ3701 USGS QUAD - ELLERBE (1982) EZ3701 EZ3701 *CURRENT SURVEY CONTROL EZ3701 ___________________________________________________________________ EZ3701* NAD 83(1986)- 35 00 33.65919(N) 079 47 17.51933(W) ADJUSTED EZ3701* NAVD 88 - 148. (meters) 486. (feet) SCALED EZ3701 ___________________________________________________________________ EZ3701 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EZ3701 GEOID HEIGHT- -31.04 (meters) GEOID03 EZ3701 EZ3701 HORZ ORDER - SECOND EZ3701 EZ3701.The North Carolina HARNS have been completed but, EZ3701.due to contractual restrictions, coordinates for these stations EZ3701.will NOT be published in the near future. In the interim, the EZ3701.published coordinates in North Carolina will not be EZ3701.consistent with the Continuously Operating Reference Stations EZ3701.(CORS). The HARN coordinates for these stations are available EZ3701.upon request. Contact Gary Thompson(919-733-3836). EZ3701. EZ3701.In addition, the published North Carolina positions EZ3701.(NAD 83 (1986)) are NOT consistent with those determined in EZ3701.adjacent state readjustments. The discontinuity between stations EZ3701.located in North Carolina and those in adjacent states EZ3701.which have been adjusted to the HARN may be as much as 5 EZ3701.decimeters. This will result in a significant loss of accuracy EZ3701.over lines crossing such state borders. EZ3701 EZ3701 EZ3701.The horizontal coordinates were established by classical geodetic methods EZ3701.and adjusted by the National Geodetic Survey in July 1986. EZ3701 EZ3701.The orthometric height was scaled from a topographic map. EZ3701 EZ3701.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3701 EZ3701.The geoid height was determined by GEOID03. EZ3701 EZ3701; North East Units Scale Factor Converg. EZ3701;SPC NC - 139,985.369 537,665.369 MT 0.99988149 -0 27 17.7 EZ3701;SPC NC - 459,268.66 1,763,990.46 sFT 0.99988149 -0 27 17.7 EZ3701;UTM 17 - 3,874,750.796 610,569.034 MT 0.99975067 +0 41 43.1 EZ3701 EZ3701! - Elev Factor x Scale Factor = Combined Factor EZ3701!SPC NC - 0.99998168 x 0.99988149 = 0.99986317 EZ3701!UTM 17 - 0.99998168 x 0.99975067 = 0.99973236 EZ3701 EZ3701 SUPERSEDED SURVEY CONTROL EZ3701 EZ3701 NAD 27 - 35 00 33.11300(N) 079 47 18.31900(W) AD( ) 2 EZ3701 EZ3701.Superseded values are not recommended for survey control. EZ3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3701.See file dsdata.txt to determine how the superseded data were derived. EZ3701 EZ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1056974751(NAD 83) EZ3701_MARK LOGO: CGS EZ3701 EZ3701 HISTORY - Date Condition Report By EZ3701 HISTORY - 1933 MONUMENTED CGS EZ3701 EZ3701 STATION DESCRIPTION EZ3701 EZ3701'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ3701'STATION SANDY IS ABOUT 4 1/2 MILES SOUTH-SOUTHWEST OF ELLERBE, AND EZ3701'5 MILES A LITTLE WEST OF NORTH OF ROCKINGHAM, IN BACK YARD OF SANDY EZ3701'GROVE CHURCH, 16.5 METERS (54 FEET) SOUTH OF THE SOUTH SIDE OF EZ3701'CHURCH, 11 METERS (36 FEET) WEST OF DIRT ROAD, AND 12 METERS (39 EZ3701'FEET) EAST OF 8-INCH PINE TREE. EZ3701' EZ3701'TO REACH SANDY FROM ROCKINGHAM, GO NORTH ABOUT 1.7 MILES ON ROUTES EZ3701'15 AND 75 TO THEIR JUNCTION, TURN RIGHT AND PROCEED 3.5 MILES ON EZ3701'ROUTE 15, TAKE LEFT DIRT FORK AND FOLLOW ARROW MT. PLEASANT CHURCH 2 EZ3701'MILES. PROCEED 0.4 MILE, TAKE UPPER LEFT FORK, CONTINUE TO SLANTING EZ3701'CROSSROADS, TURN SHARP LEFT, AND CONTINUE 0.7 MILE TO SANDY GROVE EZ3701'CHURCH ON SOUTH SIDE OF ROAD. EZ3701' EZ3701'ASTRONOMICAL STATION IS 28.700 METERS (94.16 FEET) FROM STATION EZ3701'SANDY N 24 DEG 51 MIN E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1557 *********************************************************************** EB1557 DESIGNATION - SARGES EB1557 PID - EB1557 EB1557 STATE/COUNTY- NC/RICHMOND EB1557 USGS QUAD - HAMLET (1982) EB1557 EB1557 *CURRENT SURVEY CONTROL EB1557 ___________________________________________________________________ EB1557* NAD 83(1986)- 34 54 53.17307(N) 079 40 14.55102(W) ADJUSTED EB1557* NAVD 88 - 131.215 (meters) 430.49 (feet) ADJUSTED EB1557 ___________________________________________________________________ EB1557 LAPLACE CORR- -4.92 (seconds) DEFLEC99 EB1557 GEOID HEIGHT- -31.54 (meters) GEOID03 EB1557 DYNAMIC HT - 131.093 (meters) 430.09 (feet) COMP EB1557 MODELED GRAV- 979,706.8 (mgal) NAVD 88 EB1557 EB1557 HORZ ORDER - SECOND EB1557 VERT ORDER - FIRST CLASS II EB1557 EB1557.The North Carolina HARNS have been completed but, EB1557.due to contractual restrictions, coordinates for these stations EB1557.will NOT be published in the near future. In the interim, the EB1557.published coordinates in North Carolina will not be EB1557.consistent with the Continuously Operating Reference Stations EB1557.(CORS). The HARN coordinates for these stations are available EB1557.upon request. Contact Gary Thompson(919-733-3836). EB1557. EB1557.In addition, the published North Carolina positions EB1557.(NAD 83 (1986)) are NOT consistent with those determined in EB1557.adjacent state readjustments. The discontinuity between stations EB1557.located in North Carolina and those in adjacent states EB1557.which have been adjusted to the HARN may be as much as 5 EB1557.decimeters. This will result in a significant loss of accuracy EB1557.over lines crossing such state borders. EB1557 EB1557 EB1557.The horizontal coordinates were established by classical geodetic methods EB1557.and adjusted by the National Geodetic Survey in July 1986. EB1557 EB1557.The orthometric height was determined by differential leveling EB1557.and adjusted by the National Geodetic Survey in June 1991. EB1557 EB1557.The Laplace correction was computed from DEFLEC99 derived deflections. EB1557 EB1557.The geoid height was determined by GEOID03. EB1557 EB1557.The dynamic height is computed by dividing the NAVD 88 EB1557.geopotential number by the normal gravity value computed on the EB1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1557.degrees latitude (g = 980.6199 gals.). EB1557 EB1557.The modeled gravity was interpolated from observed gravity values. EB1557 EB1557; North East Units Scale Factor Converg. EB1557;SPC NC - 129,415.381 548,317.261 MT 0.99988978 -0 23 13.6 EB1557;SPC NC - 424,590.30 1,798,937.55 sFT 0.99988978 -0 23 13.6 EB1557;UTM 17 - 3,864,397.796 621,429.468 MT 0.99978173 +0 45 39.3 EB1557 EB1557! - Elev Factor x Scale Factor = Combined Factor EB1557!SPC NC - 0.99998436 x 0.99988978 = 0.99987414 EB1557!UTM 17 - 0.99998436 x 0.99978173 = 0.99976609 EB1557 EB1557: Primary Azimuth Mark Grid Az EB1557:SPC NC - SCHLITZ 242 13 35.3 EB1557:UTM 17 - SCHLITZ 241 04 42.4 EB1557 EB1557|---------------------------------------------------------------------| EB1557| PID Reference Object Distance Geod. Az | EB1557| dddmmss.s | EB1557| EB2873 SHOP 440.037 METERS 0685243.9 | EB1557| EB2894 SCHLITZ APPROX. 0.8 KM 2415021.7 | EB1557|---------------------------------------------------------------------| EB1557 EB1557 SUPERSEDED SURVEY CONTROL EB1557 EB1557 NAD 27 - 34 54 52.61394(N) 079 40 15.35401(W) AD( ) 2 EB1557 NGVD 29 (10/06/93) 131.481 (m) 431.37 (f) ADJUSTED 1 2 EB1557 EB1557.Superseded values are not recommended for survey control. EB1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1557.See file dsdata.txt to determine how the superseded data were derived. EB1557 EB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2142964398(NAD 83) EB1557_MARKER: DE = TRAVERSE STATION DISK EB1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1557_SP_SET: CONCRETE POST EB1557_STAMPING: SARGES 1970 EB1557_MARK LOGO: NCGS EB1557_PROJECTION: PROJECTING 8 CENTIMETERS EB1557_MAGNETIC: N = NO MAGNETIC MATERIAL EB1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1557+STABILITY: SURFACE MOTION EB1557 EB1557 HISTORY - Date Condition Report By EB1557 HISTORY - 1970 MONUMENTED NCGS EB1557 HISTORY - 1980 GOOD NCGS EB1557 HISTORY - 1980 GOOD NCGS EB1557 HISTORY - 1980 GOOD NGS EB1557 HISTORY - 1982 GOOD LOCENG EB1557 EB1557 STATION DESCRIPTION EB1557 EB1557'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB1557'SARGES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1557'THE VICINITY OF HAMLET, NORTH CAROLINA. EB1557' EB1557'SARGES IS LOCATED APPROXIMATELY 2.3 MILES NORTHEAST OF HAMLET. TO EB1557'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB1557'HAMLET, GO NORTHEAST ON NC 177 FOR 2.45 MILES TO INTERSECTION OF EB1557'NC 177 AND SR 1624. STATION IS BETWEEN NC 177 AND THE MOST EB1557'WESTERLY OF A GROUP OF TRACKS DIRECTLY ON TANGENT WITH THE SOUTH EB1557'SIDE OF SR 1624 AND ON THE WEST SIDE OF A DIM ROAD NEAR A POWER EB1557'LINE, AND APPROXIMATELY 300 FEET SOUTHWEST OF SARGES GRILL. EB1557' EB1557'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SARGES EB1557'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1557'3 INCHES ABOVE THE SURFACE OF THE GROUNS. EB1557' EB1557'MARK IS EB1557' EB1557'37.5 FEET NNW OF C/L OF NORTHERNMOST RAILROAD TRACK. EB1557'8.5 FEET WNW OF ALUMINUM REF. TAG ON TP ON N SIDE OF RR TRACKS. EB1557'50.7 FEET WSW OF ALUMINUM REF. TAG ON PP NO. 2821 ON N SIDE OF RR EB1557'TRACKS. EB1557'81.8 FEET E OF ALUMINUM REF. TAG ON TP ON N SIDE OF RR TRACKS. EB1557 EB1557 STATION RECOVERY (1980) EB1557 EB1557'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1557'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EB1557 EB1557 STATION RECOVERY (1980) EB1557 EB1557'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1557'2.3 MI NE FROM HAMLET. EB1557'2.45 MILES NORTHEAST ALONG N.C. 177 FROM INTERSECTION WITH U.S. 74 EB1557'IN HAMLET, ON BANK ON NORTHWEST SIDE OF SEABOARD COAST LINE RAILROAD EB1557'ON PROLONGATION OF SOUTH SIDE OF SR 1624, APPROXIMATELY 300 FEET EB1557'SOUTHWEST OF SARGES GRILL AND APPROXIMATELY 250 FEET SOUTHEAST OF EB1557'CENTERLINE OF HIGHWAY, 37.5 FEET NORTHWEST OF CENTERLINE OF NORTHWEST EB1557'MOST TRACK OF RAILROAD, 8.5 FEET WEST-NORTHWEST OF REFERENCE TAG ON EB1557'TELEPHONE POLE, 50.7 FEET SOUTHWEST OF REFERENCE TAG ON POWER POLE EB1557'2821 AND 81.8 FEET EAST OF REFERENCE TAG ON TELEPHONE POLE. EB1557'THE MARK IS 8 FT ABOVE TRACKS. EB1557 EB1557 STATION RECOVERY (1980) EB1557 EB1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EB1557'STATION IS ABOUT 2.5 MILES NORTHEAST OF HAMLET ON A HIGH BANK ABOUT EB1557'8 FEET HIGHER THAN THE SEABOARD RAILROAD TRACKS. EB1557' EB1557'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 74 AND STATE ROUTE 177 EB1557'IN HAMLET, GO NORTHEAST ON STATE 177 FOR 2.45 MILES TO THE MARK EB1557'ON THE RIGHT. EB1557' EB1557'STATION MARK IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK EB1557'STAMPED---SARGES 1970---SET IN THE TOP OF A CYLINDRICAL CONCRETE EB1557'POST THAT IS RECESSED 3-INCHES BELOW THE GROUND SURFACE. NO EB1557'SUB-SURFACE MARK SET. IT IS 8.5 FEET WEST-NORTHWEST OF AN ALUMINUM EB1557'REFERENCE TAG ON A TELEPHONE POLE, 37.5 FEET NORTHWEST OF THE EB1557'CENTERLINE OF THE NORTHWEST MOST RAILROAD TRACK, 50.7 FEET SOUTHWEST EB1557'OF A REFERENCE TAG ON A POWERLINE POLE, 81.8 FEET EAST OF A REFERENCE EB1557'TAG ON ANOTHER TELEPHONE POLE, 250 FEET SOUTHEAST OF THE CENTER LINE EB1557'OF HIGHWAY. EB1557 EB1557 STATION RECOVERY (1982) EB1557 EB1557'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DR) EB1557'STATION RECOVERED IN GOOD SHAPE. HOWEVER, REFERENCE STATIONS SHOP EB1557'AND SCHLITZ WERE NOT RECOVERED. STATION ROCKINGHAM WAS RECOVERED AND EB1557'IS VISIBLE FROM SARGES SO IT CAN BE USED AS A REFERENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5811 *********************************************************************** EZ5811 DESIGNATION - SAWMILL EZ5811 PID - EZ5811 EZ5811 STATE/COUNTY- NC/RICHMOND EZ5811 USGS QUAD - NORMAN (1983) EZ5811 EZ5811 *CURRENT SURVEY CONTROL EZ5811 ___________________________________________________________________ EZ5811* NAD 83(1986)- 35 09 58.55583(N) 079 43 06.79516(W) ADJUSTED EZ5811* NAVD 88 - 182.9 (meters) 600. (feet) VERTCON EZ5811 ___________________________________________________________________ EZ5811 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EZ5811 GEOID HEIGHT- -30.96 (meters) GEOID03 EZ5811 EZ5811 HORZ ORDER - SECOND EZ5811 EZ5811.The North Carolina HARNS have been completed but, EZ5811.due to contractual restrictions, coordinates for these stations EZ5811.will NOT be published in the near future. In the interim, the EZ5811.published coordinates in North Carolina will not be EZ5811.consistent with the Continuously Operating Reference Stations EZ5811.(CORS). The HARN coordinates for these stations are available EZ5811.upon request. Contact Gary Thompson(919-733-3836). EZ5811. EZ5811.In addition, the published North Carolina positions EZ5811.(NAD 83 (1986)) are NOT consistent with those determined in EZ5811.adjacent state readjustments. The discontinuity between stations EZ5811.located in North Carolina and those in adjacent states EZ5811.which have been adjusted to the HARN may be as much as 5 EZ5811.decimeters. This will result in a significant loss of accuracy EZ5811.over lines crossing such state borders. EZ5811 EZ5811 EZ5811.The horizontal coordinates were established by classical geodetic methods EZ5811.and adjusted by the National Geodetic Survey in March 1990. EZ5811 EZ5811.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5811 EZ5811.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5811 EZ5811.The geoid height was determined by GEOID03. EZ5811 EZ5811; North East Units Scale Factor Converg. EZ5811;SPC NC - 157,343.107 544,147.522 MT 0.99987370 -0 24 53.0 EZ5811;SPC NC - 516,216.51 1,785,257.33 sFT 0.99987370 -0 24 53.0 EZ5811;UTM 17 - 3,892,233.236 616,700.328 MT 0.99976784 +0 44 17.3 EZ5811 EZ5811! - Elev Factor x Scale Factor = Combined Factor EZ5811!SPC NC - 0.99997616 x 0.99987370 = 0.99984986 EZ5811!UTM 17 - 0.99997616 x 0.99976784 = 0.99974400 EZ5811 EZ5811 SUPERSEDED SURVEY CONTROL EZ5811 EZ5811 NGVD 29 (03/28/90) 183.1 (m) 601. (f) VERT ANG EZ5811 EZ5811.Superseded values are not recommended for survey control. EZ5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5811.See file dsdata.txt to determine how the superseded data were derived. EZ5811 EZ5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1670092233(NAD 83) EZ5811_MARKER: DE = TRAVERSE STATION DISK EZ5811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5811_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5811_STAMPING: SAWMILL 1977 EZ5811_MARK LOGO: NCGS EZ5811_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5811+STABILITY: SURFACE MOTION EZ5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5811+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993 EZ5811 EZ5811 HISTORY - Date Condition Report By EZ5811 HISTORY - 1977 MONUMENTED NCGS EZ5811 HISTORY - 19931021 GOOD NCGS EZ5811 EZ5811 STATION DESCRIPTION EZ5811 EZ5811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5811'THE STATION IS LOCATED IN NORMAN AND 7.1 MILES NORTH-NORTHEAST OF EZ5811'ELLERBE. EZ5811' EZ5811'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH SR 1321 EZ5811'(MOORE STREET), PROCEED SOUTHERLY ALONG US 220 FOR 0.4 MILE TO STATION EZ5811'ON LEFT IN CURVE OF HIGHWAY ABOUT 500 FEET SOUTH OF LARGE METAL EZ5811'LUMBER STORAGE BUILDING AND AT EDGE OF WILD PLUM THICKET. EZ5811' EZ5811'STATION MARK IS A STANDARD DISK STAMPED---SAWMILL 1977---SET IN THE EZ5811'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES ABOVE THE GROUND SURFACE. EZ5811'THE MARK IS 38.0 FEET EAST-NORTHEAST OF CENTERLINE OF US 220, 40.6 EZ5811'FEET WEST-SOUTHWEST OF 4 INCH PERSIMMON TREE WITH REFERENCE TAG, 95.4 EZ5811'FEET NORTH-NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 135.6 FEET EZ5811'NORTH-NORTHEAST OF WEST END OF CULVERT UNDER HIGHWAY AND 212.7 FEET EZ5811'SOUTH-SOUTHEAST OF TELEPHONE POLE 482 WITH REFERENCE TAG. EZ5811 EZ5811 STATION RECOVERY (1993) EZ5811 EZ5811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5811'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2894 *********************************************************************** EB2894 DESIGNATION - SCHLITZ EB2894 PID - EB2894 EB2894 STATE/COUNTY- NC/RICHMOND EB2894 USGS QUAD - HAMLET (1982) EB2894 EB2894 *CURRENT SURVEY CONTROL EB2894 ___________________________________________________________________ EB2894* NAD 83(1986)- 34 54 41.60973(N) 079 40 40.77212(W) ADJUSTED EB2894* NAVD 88 - 121.3 (meters) 398. (feet) VERTCON EB2894 ___________________________________________________________________ EB2894 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB2894 GEOID HEIGHT- -31.53 (meters) GEOID03 EB2894 EB2894 HORZ ORDER - SECOND EB2894 EB2894.The North Carolina HARNS have been completed but, EB2894.due to contractual restrictions, coordinates for these stations EB2894.will NOT be published in the near future. In the interim, the EB2894.published coordinates in North Carolina will not be EB2894.consistent with the Continuously Operating Reference Stations EB2894.(CORS). The HARN coordinates for these stations are available EB2894.upon request. Contact Gary Thompson(919-733-3836). EB2894. EB2894.In addition, the published North Carolina positions EB2894.(NAD 83 (1986)) are NOT consistent with those determined in EB2894.adjacent state readjustments. The discontinuity between stations EB2894.located in North Carolina and those in adjacent states EB2894.which have been adjusted to the HARN may be as much as 5 EB2894.decimeters. This will result in a significant loss of accuracy EB2894.over lines crossing such state borders. EB2894 EB2894 EB2894.The horizontal coordinates were established by classical geodetic methods EB2894.and adjusted by the National Geodetic Survey in July 1986. EB2894 EB2894.The NAVD 88 height was computed by applying the VERTCON shift value to EB2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2894 EB2894.The Laplace correction was computed from DEFLEC99 derived deflections. EB2894 EB2894.The geoid height was determined by GEOID03. EB2894 EB2894; North East Units Scale Factor Converg. EB2894;SPC NC - 129,063.609 547,649.317 MT 0.99989011 -0 23 28.7 EB2894;SPC NC - 423,436.19 1,796,746.13 sFT 0.99989011 -0 23 28.7 EB2894;UTM 17 - 3,864,032.752 620,768.778 MT 0.99977976 +0 45 24.1 EB2894 EB2894! - Elev Factor x Scale Factor = Combined Factor EB2894!SPC NC - 0.99998590 x 0.99989011 = 0.99987601 EB2894!UTM 17 - 0.99998590 x 0.99977976 = 0.99976567 EB2894 EB2894: Primary Azimuth Mark Grid Az EB2894:SPC NC - ROCKINGHAM RESET 239 57 26.9 EB2894:UTM 17 - ROCKINGHAM RESET 238 48 34.1 EB2894 EB2894|---------------------------------------------------------------------| EB2894| PID Reference Object Distance Geod. Az | EB2894| dddmmss.s | EB2894| EB1559 ROCKINGHAM RESET APPROX. 0.6 KM 2393358.2 | EB2894|---------------------------------------------------------------------| EB2894 EB2894 SUPERSEDED SURVEY CONTROL EB2894 EB2894 NAD 27 - 34 54 41.05026(N) 079 40 41.57475(W) AD( ) 2 EB2894 NGVD 29 (07/19/86) 121.6 (m) 399. (f) VERT ANG EB2894 EB2894.Superseded values are not recommended for survey control. EB2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2894.See file dsdata.txt to determine how the superseded data were derived. EB2894 EB2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2076964033(NAD 83) EB2894_MARKER: DE = TRAVERSE STATION DISK EB2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2894_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2894_STAMPING: SCHLITZ 1970 EB2894_MARK LOGO: NCGS EB2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2894+STABILITY: SURFACE MOTION EB2894 EB2894 HISTORY - Date Condition Report By EB2894 HISTORY - 1970 MONUMENTED NCGS EB2894 HISTORY - 1980 MARK NOT FOUND NCGS EB2894 HISTORY - 1982 MARK NOT FOUND LOCENG EB2894 EB2894 STATION DESCRIPTION EB2894 EB2894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2894'SCHLITZ IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2894'IN THE VICINITY OF HAMLET, NORTH CAROLINA. EB2894' EB2894'SCHLITZ IS LOCATED APPROXIMATELY 1.9 MILES NORTHEAST OF HAMLET. TO EB2894'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB2894'HAMLET, GO NORTHEAST ON NC 177 FOR 1.6 MILE TO INTERSECTION OF NC EB2894'177 AND SR 1627, CONTINUE NORTHEAST ON NC 177 FOR 0.4 MILE TO EB2894'SCHLITZ DISTRIBUTING COMPANY. ON RIGHT AND SR 1625 ON LEFT. EB2894'STATION IS NEAR THE SOUTHEAST CORNER OF THE DISTRIBUTING EB2894'COMPANY. EB2894' EB2894'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SCHLITZ EB2894'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2894'FLUSH WITH THE SURFACE OF THE GROUND. EB2894' EB2894'MARK IS EB2894' EB2894'7.8 FEET NW OF C/L OF SPUR RR TRACK TO RICHMOND BEER DISTRIBUTING EB2894'COMPANY. EB2894'78.1 FEET ENE OF ALUMINUM REF. TAG ON TP ON N SIDE OF RR TRACKS. EB2894'136.2 FEET NE OF ALUMINUM REF. TAG ON N SIDE OF RR TRACKS. EB2894'44.4 FEET NW OF ALUMINUM REF. TAG ON N SIDE OF RR TRACKS. EB2894'93.5 FEET WSW OF ALUMINUM REF. TAG ON N SIDE OF RR TRACKS. EB2894'125.5 FEET SW OF SW CORNER OF RICHMOND BEER DISTRIBUTING CO. EB2894'BUILDING. EB2894 EB2894 STATION RECOVERY (1980) EB2894 EB2894'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB2894'THE STATION WAS NOT FOUND. IT IS BELIEVED TO BE LOST UNDER A LOADING EB2894'PLATFORM. EB2894 EB2894 STATION RECOVERY (1982) EB2894 EB2894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DR) EB2894'MARK WAS NOT RECOVERED. AS PREVIOUSLY REPORTED A LOADING DOCK WAS EB2894'BUILT OVER IT. HOWEVER, THERE IS A CLEAR SIGHT FROM STATION EB2894'SARGES TO STATION ROCKINGHAM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2897 *********************************************************************** EB2897 DESIGNATION - SEARS EB2897 PID - EB2897 EB2897 STATE/COUNTY- NC/RICHMOND EB2897 USGS QUAD - HAMLET (1982) EB2897 EB2897 *CURRENT SURVEY CONTROL EB2897 ___________________________________________________________________ EB2897* NAD 83(1986)- 34 57 05.79480(N) 079 44 26.75414(W) ADJUSTED EB2897* NAVD 88 - 98.8 (meters) 324. (feet) VERTCON EB2897 ___________________________________________________________________ EB2897 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EB2897 GEOID HEIGHT- -31.26 (meters) GEOID03 EB2897 EB2897 HORZ ORDER - SECOND EB2897 EB2897.The North Carolina HARNS have been completed but, EB2897.due to contractual restrictions, coordinates for these stations EB2897.will NOT be published in the near future. In the interim, the EB2897.published coordinates in North Carolina will not be EB2897.consistent with the Continuously Operating Reference Stations EB2897.(CORS). The HARN coordinates for these stations are available EB2897.upon request. Contact Gary Thompson(919-733-3836). EB2897. EB2897.In addition, the published North Carolina positions EB2897.(NAD 83 (1986)) are NOT consistent with those determined in EB2897.adjacent state readjustments. The discontinuity between stations EB2897.located in North Carolina and those in adjacent states EB2897.which have been adjusted to the HARN may be as much as 5 EB2897.decimeters. This will result in a significant loss of accuracy EB2897.over lines crossing such state borders. EB2897 EB2897 EB2897.The horizontal coordinates were established by classical geodetic methods EB2897.and adjusted by the National Geodetic Survey in July 1986. EB2897 EB2897.The NAVD 88 height was computed by applying the VERTCON shift value to EB2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2897 EB2897.The Laplace correction was computed from DEFLEC99 derived deflections. EB2897 EB2897.The geoid height was determined by GEOID03. EB2897 EB2897; North East Units Scale Factor Converg. EB2897;SPC NC - 133,547.253 541,946.675 MT 0.99988623 -0 25 39.2 EB2897;SPC NC - 438,146.28 1,778,036.72 sFT 0.99988623 -0 25 39.2 EB2897;UTM 17 - 3,868,400.680 614,978.088 MT 0.99976293 +0 43 17.3 EB2897 EB2897! - Elev Factor x Scale Factor = Combined Factor EB2897!SPC NC - 0.99998939 x 0.99988623 = 0.99987562 EB2897!UTM 17 - 0.99998939 x 0.99976293 = 0.99975233 EB2897 EB2897: Primary Azimuth Mark Grid Az EB2897:SPC NC - HUDSON 246 54 14.1 EB2897:UTM 17 - HUDSON 245 45 17.6 EB2897 EB2897|---------------------------------------------------------------------| EB2897| PID Reference Object Distance Geod. Az | EB2897| dddmmss.s | EB2897| EB2877 HUDSON 475.858 METERS 2462834.9 | EB2897|---------------------------------------------------------------------| EB2897 EB2897 SUPERSEDED SURVEY CONTROL EB2897 EB2897 NAD 27 - 34 57 05.23762(N) 079 44 27.55240(W) AD( ) 2 EB2897 NGVD 29 (07/19/86) 99.1 (m) 325. (f) VERT ANG EB2897 EB2897.Superseded values are not recommended for survey control. EB2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2897.See file dsdata.txt to determine how the superseded data were derived. EB2897 EB2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1497868401(NAD 83) EB2897_MARKER: DE = TRAVERSE STATION DISK EB2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2897_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2897_STAMPING: SEARS 1970 EB2897_MARK LOGO: NCGS EB2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2897+STABILITY: SURFACE MOTION EB2897 EB2897 HISTORY - Date Condition Report By EB2897 HISTORY - 1970 MONUMENTED NCGS EB2897 EB2897 STATION DESCRIPTION EB2897 EB2897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2897'SEARS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2897'VICINITY OF HAMLET, NORTH CAROLINA. EB2897' EB2897'SEARS IS LOCATED APPROXIMATELY 1.9 MILES ENE OF ROCKINGHAM. TO REACH EB2897'STATION PROCEED FROM THE INTERSECTION OF US 1 (FAYETTEVILLE RD.) AND EB2897'SR 1646 (LONG RD.) ON THE EAST SIDE OF ROCKINGHAM, GO EAST ON US 1 EB2897'FOR 0.9 MILE TO INTERSECTION OF US 1 AND SR 1500, CONTINUE EAST ON US EB2897'1 FOR 0.05 MILE TO STATION ON LEFT ACROSS FROM SEARS WAREHOUSE, EB2897'AND 0.15 MILE WEST OF INTERSECTION OF US 1 AND SR 1426. EB2897' EB2897'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SEARS EB2897'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2897'FLUSH WITH THE SURFACE OF THE GROUND. EB2897' EB2897'MARK IS EB2897' EB2897'27.7 FEET NNW OF C/L OF US 1. EB2897'59.1 FEET NNW OF ALUMINUM REF. TAG ON PP. EB2897'14.9 FEET W OF ALUMINUM REF. TAG ON PP 906. EB2897'32.7 FEET SSE OF ALUMINUM REF. TAG ON 12 INCH PECAN TREE. EB2897'44.2 FEET SW OF 24 INCH OAK TREE. EB2897'15.1 FEET NW OF ALUMINUM REF. TAG ON POST OF JUNCTION SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2989 *********************************************************************** EB2989 DESIGNATION - SELLARS EB2989 PID - EB2989 EB2989 STATE/COUNTY- NC/RICHMOND EB2989 USGS QUAD - ROCKINGHAM (1982) EB2989 EB2989 *CURRENT SURVEY CONTROL EB2989 ___________________________________________________________________ EB2989* NAD 83(1986)- 34 57 36.41280(N) 079 50 58.73830(W) ADJUSTED EB2989* NAVD 88 - 115.2 (meters) 378. (feet) VERT ANG EB2989 ___________________________________________________________________ EB2989 LAPLACE CORR- -3.20 (seconds) DEFLEC99 EB2989 GEOID HEIGHT- -30.96 (meters) GEOID03 EB2989 EB2989 HORZ ORDER - SECOND EB2989 EB2989.The North Carolina HARNS have been completed but, EB2989.due to contractual restrictions, coordinates for these stations EB2989.will NOT be published in the near future. In the interim, the EB2989.published coordinates in North Carolina will not be EB2989.consistent with the Continuously Operating Reference Stations EB2989.(CORS). The HARN coordinates for these stations are available EB2989.upon request. Contact Gary Thompson(919-733-3836). EB2989. EB2989.In addition, the published North Carolina positions EB2989.(NAD 83 (1986)) are NOT consistent with those determined in EB2989.adjacent state readjustments. The discontinuity between stations EB2989.located in North Carolina and those in adjacent states EB2989.which have been adjusted to the HARN may be as much as 5 EB2989.decimeters. This will result in a significant loss of accuracy EB2989.over lines crossing such state borders. EB2989 EB2989 EB2989.The horizontal coordinates were established by classical geodetic methods EB2989.and adjusted by the National Geodetic Survey in July 1998. EB2989 EB2989.The orthometric height was determined by vertical angle observations. EB2989 EB2989.The Laplace correction was computed from DEFLEC99 derived deflections. EB2989 EB2989.The geoid height was determined by GEOID03. EB2989 EB2989; North East Units Scale Factor Converg. EB2989;SPC NC - 134,570.314 532,010.487 MT 0.99988547 -0 29 25.4 EB2989;SPC NC - 441,502.77 1,745,437.74 sFT 0.99988547 -0 29 25.4 EB2989;UTM 17 - 3,869,224.122 605,024.738 MT 0.99973594 +0 39 33.2 EB2989 EB2989! - Elev Factor x Scale Factor = Combined Factor EB2989!SPC NC - 0.99998677 x 0.99988547 = 0.99987224 EB2989!UTM 17 - 0.99998677 x 0.99973594 = 0.99972271 EB2989 EB2989: Primary Azimuth Mark Grid Az EB2989:SPC NC - PEE DEE RESET 233 59 11.6 EB2989:UTM 17 - PEE DEE RESET 232 50 13.0 EB2989 EB2989|---------------------------------------------------------------------| EB2989| PID Reference Object Distance Geod. Az | EB2989| dddmmss.s | EB2989| EB2953 PEE DEE RESET APPROX. 0.6 KM 2332946.2 | EB2989|---------------------------------------------------------------------| EB2989 EB2989 SUPERSEDED SURVEY CONTROL EB2989 EB2989 NAD 83(1986)- 34 57 36.41182(N) 079 50 58.74049(W) AD( ) 2 EB2989 NAD 27 - 34 57 35.85854(N) 079 50 59.54012(W) AD( ) 2 EB2989 NGVD 29 (07/19/86) 115.52 (m) 379.0 (f) LEVELING 3 EB2989 EB2989.Superseded values are not recommended for survey control. EB2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2989.See file dsdata.txt to determine how the superseded data were derived. EB2989 EB2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0502569224(NAD 83) EB2989_MARKER: DE = TRAVERSE STATION DISK EB2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2989_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2989_STAMPING: SELLARS 1970 EB2989_MARK LOGO: NCGS EB2989_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2989+STABILITY: SURFACE MOTION EB2989 EB2989 HISTORY - Date Condition Report By EB2989 HISTORY - 1970 MONUMENTED NCGS EB2989 HISTORY - 19930927 GOOD NCGS EB2989 EB2989 STATION DESCRIPTION EB2989 EB2989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2989'SELLARS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2989'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2989' EB2989'SELLARS IS LOCATED APPROXIMATELY 4.8 MILES WNW OF ROCKINGHAM AND EB2989'3.3 MILES NNW OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2989'INTERSECTION OF US 74 AND US 220 IN THE NORTHWEST SECTION OF EB2989'ROCKINGHAM, GO WEST ON US 74 FOR 1.85 MILES TO Y INTERSECTION OF EB2989'US 74 AND SR 1140, TURN RIGHT ON SR 1140 AND PROCEED 1.9 MILES TO EB2989'STATION ON RIGHT, AT BOTTOM OF SMALL TERRAIN AND THE MIDDLE OF EB2989'CURVE TO LEFT, AND 1.25 MILES EAST OF INTERSECTION OF SR 1140 AND EB2989'US 74. EB2989' EB2989'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SELLARS EB2989'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2989'FLUSH WITH THE SURFACE OF THE GROUND. EB2989' EB2989'MARK IS EB2989' EB2989'22.6 FEET NW OF C/L OF SR 1140. EB2989'11.3 FEET SE OF ALUMINUM REF. TAG ON PP NO. 71 W/TRANSFORMER. EB2989'42.1 FEET ESE OF ALUMINUM REF. TAG ON 7 INCH PINE TREE. EB2989'65.2 FEET N OF BASE OF 4 INCH CEDAR TREE. EB2989'78.9 FEET N OF NW CORNER OF ABANDONED FRAME HOUSE. EB2989'68.0 FEET NNW OF NE CORNER OF ABANDONED FRAME HOUSE. EB2989 EB2989 STATION RECOVERY (1993) EB2989 EB2989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB2989'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2875 *********************************************************************** EB2875 DESIGNATION - SENATE EB2875 PID - EB2875 EB2875 STATE/COUNTY- NC/RICHMOND EB2875 USGS QUAD - HAMLET (1982) EB2875 EB2875 *CURRENT SURVEY CONTROL EB2875 ___________________________________________________________________ EB2875* NAD 83(1986)- 34 53 45.89408(N) 079 41 31.21753(W) ADJUSTED EB2875* NAVD 88 - 111.4 (meters) 365. (feet) VERTCON EB2875 ___________________________________________________________________ EB2875 LAPLACE CORR- -4.78 (seconds) DEFLEC99 EB2875 GEOID HEIGHT- -31.51 (meters) GEOID03 EB2875 EB2875 HORZ ORDER - SECOND EB2875 EB2875.The North Carolina HARNS have been completed but, EB2875.due to contractual restrictions, coordinates for these stations EB2875.will NOT be published in the near future. In the interim, the EB2875.published coordinates in North Carolina will not be EB2875.consistent with the Continuously Operating Reference Stations EB2875.(CORS). The HARN coordinates for these stations are available EB2875.upon request. Contact Gary Thompson(919-733-3836). EB2875. EB2875.In addition, the published North Carolina positions EB2875.(NAD 83 (1986)) are NOT consistent with those determined in EB2875.adjacent state readjustments. The discontinuity between stations EB2875.located in North Carolina and those in adjacent states EB2875.which have been adjusted to the HARN may be as much as 5 EB2875.decimeters. This will result in a significant loss of accuracy EB2875.over lines crossing such state borders. EB2875 EB2875 EB2875.The horizontal coordinates were established by classical geodetic methods EB2875.and adjusted by the National Geodetic Survey in July 1986. EB2875 EB2875.The NAVD 88 height was computed by applying the VERTCON shift value to EB2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2875 EB2875.The Laplace correction was computed from DEFLEC99 derived deflections. EB2875 EB2875.The geoid height was determined by GEOID03. EB2875 EB2875; North East Units Scale Factor Converg. EB2875;SPC NC - 127,355.721 546,356.960 MT 0.99989174 -0 23 57.9 EB2875;SPC NC - 417,832.89 1,792,506.13 sFT 0.99989174 -0 23 57.9 EB2875;UTM 17 - 3,862,299.513 619,511.038 MT 0.99977603 +0 44 54.2 EB2875 EB2875! - Elev Factor x Scale Factor = Combined Factor EB2875!SPC NC - 0.99998745 x 0.99989174 = 0.99987920 EB2875!UTM 17 - 0.99998745 x 0.99977603 = 0.99976349 EB2875 EB2875: Primary Azimuth Mark Grid Az EB2875:SPC NC - PACE 023 59 39.5 EB2875:UTM 17 - PACE 022 50 47.4 EB2875 EB2875|---------------------------------------------------------------------| EB2875| PID Reference Object Distance Geod. Az | EB2875| dddmmss.s | EB2875| EB1562 PACE APPROX. 0.9 KM 0233541.6 | EB2875|---------------------------------------------------------------------| EB2875 EB2875 SUPERSEDED SURVEY CONTROL EB2875 EB2875 NAD 27 - 34 53 45.33272(N) 079 41 32.02200(W) AD( ) 2 EB2875 NGVD 29 (07/19/86) 111.7 (m) 366. (f) VERT ANG EB2875 EB2875.Superseded values are not recommended for survey control. EB2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2875.See file dsdata.txt to determine how the superseded data were derived. EB2875 EB2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1951162300(NAD 83) EB2875_MARKER: DE = TRAVERSE STATION DISK EB2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2875_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2875_STAMPING: SENATE 1970 EB2875_MARK LOGO: NCGS EB2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2875+STABILITY: SURFACE MOTION EB2875 EB2875 HISTORY - Date Condition Report By EB2875 HISTORY - 1970 MONUMENTED NCGS EB2875 EB2875 STATION DESCRIPTION EB2875 EB2875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2875'SENATE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2875'VICINITY OF HAMLET, NORTH CAROLINA. EB2875' EB2875'SENATE IS LOCATED APPROXIMATELY 0.6 MILE NORTHEAST OF HAMLET. EB2875'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 EB2875'IN HAMLET, GO NORTHWEST ON NC 177 FOR 0.6 MILE TO STATION ON RIGHT, EB2875'NEAR CENTER OF LONG CURVE TO LEFT, IN FRONT OF LARGE BILLBOARD SIGN, EB2875'AND 1.0 MILE SOUTHEAST OF INTERSECTION OF NC 177 AND SR 1627. EB2875' EB2875'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SENATE EB2875'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2875'FLUSH WITH THE SURFACE OF THE GROUND. EB2875' EB2875'MARK IS EB2875' EB2875'46.2 FEET SW OF C/L OF NC 177. EB2875'31.6 FEET NE OF ALUMINUM REF. TAG ON SOUTH END OF SIGN POST. EB2875'24.1 FEET N OF ALUMINUM REF. TAG ON MIDDLE SIGN POST. EB2875'27.8 FEET NW OF ALUMINUM REF. TAG ON NORTH END OF SIGN POST. EB2875'12.4 FEET NW OF ALUMINUM REF. TAG ON 4 INCH OAK TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2866 *********************************************************************** EB2866 DESIGNATION - SHARK EB2866 PID - EB2866 EB2866 STATE/COUNTY- NC/RICHMOND EB2866 USGS QUAD - HAMLET (1982) EB2866 EB2866 *CURRENT SURVEY CONTROL EB2866 ___________________________________________________________________ EB2866* NAD 83(1986)- 34 55 24.81191(N) 079 39 18.58844(W) ADJUSTED EB2866* NAVD 88 - 134.3 (meters) 441. (feet) VERTCON EB2866 ___________________________________________________________________ EB2866 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB2866 GEOID HEIGHT- -31.58 (meters) GEOID03 EB2866 EB2866 HORZ ORDER - SECOND EB2866 EB2866.The North Carolina HARNS have been completed but, EB2866.due to contractual restrictions, coordinates for these stations EB2866.will NOT be published in the near future. In the interim, the EB2866.published coordinates in North Carolina will not be EB2866.consistent with the Continuously Operating Reference Stations EB2866.(CORS). The HARN coordinates for these stations are available EB2866.upon request. Contact Gary Thompson(919-733-3836). EB2866. EB2866.In addition, the published North Carolina positions EB2866.(NAD 83 (1986)) are NOT consistent with those determined in EB2866.adjacent state readjustments. The discontinuity between stations EB2866.located in North Carolina and those in adjacent states EB2866.which have been adjusted to the HARN may be as much as 5 EB2866.decimeters. This will result in a significant loss of accuracy EB2866.over lines crossing such state borders. EB2866 EB2866 EB2866.The horizontal coordinates were established by classical geodetic methods EB2866.and adjusted by the National Geodetic Survey in July 1986. EB2866 EB2866.The NAVD 88 height was computed by applying the VERTCON shift value to EB2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2866 EB2866.The Laplace correction was computed from DEFLEC99 derived deflections. EB2866 EB2866.The geoid height was determined by GEOID03. EB2866 EB2866; North East Units Scale Factor Converg. EB2866;SPC NC - 130,380.762 549,744.065 MT 0.99988890 -0 22 41.3 EB2866;SPC NC - 427,757.55 1,803,618.65 sFT 0.99988890 -0 22 41.3 EB2866;UTM 17 - 3,865,391.467 622,836.495 MT 0.99978597 +0 46 12.0 EB2866 EB2866! - Elev Factor x Scale Factor = Combined Factor EB2866!SPC NC - 0.99998387 x 0.99988890 = 0.99987277 EB2866!UTM 17 - 0.99998387 x 0.99978597 = 0.99976984 EB2866 EB2866: Primary Azimuth Mark Grid Az EB2866:SPC NC - SWORD 341 02 19.3 EB2866:UTM 17 - SWORD 339 53 26.0 EB2866 EB2866|---------------------------------------------------------------------| EB2866| PID Reference Object Distance Geod. Az | EB2866| dddmmss.s | EB2866| EB1554 FRUITLAND 176.689 METERS 13639 | EB2866| EB2858 SWORD 499.197 METERS 3403938.0 | EB2866|---------------------------------------------------------------------| EB2866 EB2866 SUPERSEDED SURVEY CONTROL EB2866 EB2866 NAD 27 - 34 55 24.25399(N) 079 39 19.39215(W) AD( ) 2 EB2866 NGVD 29 (07/19/86) 134.6 (m) 442. (f) VERT ANG EB2866 EB2866.Superseded values are not recommended for survey control. EB2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2866.See file dsdata.txt to determine how the superseded data were derived. EB2866 EB2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2283665391(NAD 83) EB2866_MARKER: DE = TRAVERSE STATION DISK EB2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2866_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2866_STAMPING: SHARK 1970 EB2866_MARK LOGO: NCGS EB2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2866+STABILITY: SURFACE MOTION EB2866 EB2866 HISTORY - Date Condition Report By EB2866 HISTORY - 1970 MONUMENTED NCGS EB2866 HISTORY - 1972 GOOD NCGS EB2866 EB2866 STATION DESCRIPTION EB2866 EB2866'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2866'SHARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2866'VICINITY OF HAMLET, NORTH CAROLINA. EB2866' EB2866'SHARK IS LOCATED APPROXIMATELY 3.3 MILES NORTHEAST OF HAMLET AND 6.5 EB2866'MILES ESE OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE EB2866'INTERSECTION OF SR 1624 AND NC 177 APPROXIMATELY 2.3 MILES EB2866'NORTHEAST OF HAMLET, GO NORTHEAST ON NC 177 FOR 1.05 MILE TO DIM EB2866'ROAD ON LEFT ALONG POWER LINE, FOLLOW DIM ROAD FOR 0.1 MILE TO EB2866'STATION ON LEFT, AND 2.9 MILES SOUTH OF INTERSECTION OF DIM ROAD EB2866'AND US 1. EB2866' EB2866'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SHARK EB2866'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2866'6 INCHES ABOVE THE SURFACE OF THE GROUND. EB2866' EB2866'MARK IS EB2866' EB2866'62.9 FEET SE OF ALUMINUM REF. TAG ON 5 INCH PINE TREE ON W SIDE OF EB2866'DIRT PATH. EB2866'10.3 FEET WSW OF C/L OF DIRT PATH. EB2866'130.5 FEET SSW OF ALUMINUM REF. TAG ON PP ON E SIDE OF DIRT PATH. EB2866'108.5 FEET W OF ALUMINUM REF. TAG ON 4 INCH BLACK GUM TREE ON E EB2866'SIDE OF DIRT PATH. EB2866'34.6 FEET E OF EDGE OF SMALL PINES SET OUT IN ROWS. EB2866 EB2866 STATION RECOVERY (1972) EB2866 EB2866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (ACD) EB2866'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2873 *********************************************************************** EB2873 DESIGNATION - SHOP EB2873 PID - EB2873 EB2873 STATE/COUNTY- NC/RICHMOND EB2873 USGS QUAD - HAMLET (1982) EB2873 EB2873 *CURRENT SURVEY CONTROL EB2873 ___________________________________________________________________ EB2873* NAD 83(1986)- 34 54 58.31819(N) 079 39 58.38016(W) ADJUSTED EB2873* NAVD 88 - 130.0 (meters) 427. (feet) VERTCON EB2873 ___________________________________________________________________ EB2873 LAPLACE CORR- -4.94 (seconds) DEFLEC99 EB2873 GEOID HEIGHT- -31.56 (meters) GEOID03 EB2873 EB2873 HORZ ORDER - SECOND EB2873 EB2873.The North Carolina HARNS have been completed but, EB2873.due to contractual restrictions, coordinates for these stations EB2873.will NOT be published in the near future. In the interim, the EB2873.published coordinates in North Carolina will not be EB2873.consistent with the Continuously Operating Reference Stations EB2873.(CORS). The HARN coordinates for these stations are available EB2873.upon request. Contact Gary Thompson(919-733-3836). EB2873. EB2873.In addition, the published North Carolina positions EB2873.(NAD 83 (1986)) are NOT consistent with those determined in EB2873.adjacent state readjustments. The discontinuity between stations EB2873.located in North Carolina and those in adjacent states EB2873.which have been adjusted to the HARN may be as much as 5 EB2873.decimeters. This will result in a significant loss of accuracy EB2873.over lines crossing such state borders. EB2873 EB2873 EB2873.The horizontal coordinates were established by classical geodetic methods EB2873.and adjusted by the National Geodetic Survey in July 1986. EB2873 EB2873.The NAVD 88 height was computed by applying the VERTCON shift value to EB2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2873 EB2873.The Laplace correction was computed from DEFLEC99 derived deflections. EB2873 EB2873.The geoid height was determined by GEOID03. EB2873 EB2873; North East Units Scale Factor Converg. EB2873;SPC NC - 129,571.150 548,728.753 MT 0.99988964 -0 23 04.3 EB2873;SPC NC - 425,101.35 1,800,287.58 sFT 0.99988964 -0 23 04.3 EB2873;UTM 17 - 3,864,561.761 621,837.712 MT 0.99978295 +0 45 48.7 EB2873 EB2873! - Elev Factor x Scale Factor = Combined Factor EB2873!SPC NC - 0.99998454 x 0.99988964 = 0.99987418 EB2873!UTM 17 - 0.99998454 x 0.99978295 = 0.99976750 EB2873 EB2873: Primary Azimuth Mark Grid Az EB2873:SPC NC - SARGES 249 15 57.5 EB2873:UTM 17 - SARGES 248 07 04.5 EB2873 EB2873|---------------------------------------------------------------------| EB2873| PID Reference Object Distance Geod. Az | EB2873| dddmmss.s | EB2873| EB1557 SARGES 440.037 METERS 2485253.2 | EB2873|---------------------------------------------------------------------| EB2873 EB2873 SUPERSEDED SURVEY CONTROL EB2873 EB2873 NAD 27 - 34 54 57.75942(N) 079 39 59.18281(W) AD( ) 2 EB2873 NGVD 29 (07/19/86) 130.3 (m) 427. (f) VERT ANG EB2873 EB2873.Superseded values are not recommended for survey control. EB2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2873.See file dsdata.txt to determine how the superseded data were derived. EB2873 EB2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2183864562(NAD 83) EB2873_MARKER: DE = TRAVERSE STATION DISK EB2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2873_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2873_STAMPING: SHOP 1970 EB2873_MARK LOGO: NCGS EB2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2873+STABILITY: SURFACE MOTION EB2873 EB2873 HISTORY - Date Condition Report By EB2873 HISTORY - 1970 MONUMENTED NCGS EB2873 HISTORY - 1972 GOOD NCGS EB2873 HISTORY - 1980 MARK NOT FOUND NCGS EB2873 HISTORY - 1982 MARK NOT FOUND LOCENG EB2873 EB2873 STATION DESCRIPTION EB2873 EB2873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2873'SHOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2873'VICINITY OF HAMLET, NORTH CAROLINA. EB2873' EB2873'SHOP IS LOCATED APPROXIMATELY 2.6 MILES NORTHEAST OF HAMLET. TO EB2873'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB2873'HAMLET, GO NORTHEAST ON NC 177 FOR 2.45 MILES TO INTERSECTION OF EB2873'NC 177 AND SR 1624, CONTINUE NORTHEAST ON NC 177 FOR 0.3 MILE TO EB2873'ROAD ON RIGHT LEADING TO RAILROAD YARD SHOP. STATION IS BETWEEN EB2873'MOST EASTERLY RAIL AND SHOP, ON NORTH SIDE OF ROAD AND ON SOUTH EB2873'SIDE OF A LONE GAS PUMP. EB2873' EB2873'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SHOP EB2873'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2873'FLUSH WITH THE SURFACE OF THE GROUND. EB2873' EB2873'MARK IS EB2873' EB2873'12.0 FEET ENE OF C/L OF PAVED ENTRANCE TO RR SHOP YARD. EB2873'8.9 FEET SSW OF ALUMINUM REF. TAG ON PP WITH DUSK TO DAWN LIGHT. EB2873'89.9 FEET SSE OF RR CROSSING SIGNAL POST. EB2873'74.6 FEET NW OF METAL FLAGPOLE. EB2873'100.4 FEET SE OF ALUMINUM REF. TAG ON SERVICE POLE WITH DUSK TO EB2873'DAWN LIGHT. EB2873'104.9 FEET NNW OF ALUMINUM REF. TAG ON TP NEXT TO TRACKS WITH EB2873'YELLOW PAINT AT BOTTOM. EB2873 EB2873 STATION RECOVERY (1972) EB2873 EB2873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (ACD) EB2873'REVISION TO DESCRIPTION--13.9 FEET ENE OF C/L OF PAVED ENTRANCE TO EB2873'RR SHOP YARD, 5.9 FEET SSW OF ALUMINUM REF. TAG ON PP WITH DUSK TILL EB2873'DAWN LIGHT. EB2873' EB2873'NEW REFERENCE--19.1 FEET SW OF CENTER OF TOP OF GAS PUMP. EB2873 EB2873 STATION RECOVERY (1980) EB2873 EB2873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB2873'THE STATION WAS SEARCHED FOR BUT NOT FOUND. IT MAY BE UNDER PAVEMENT. EB2873 EB2873 STATION RECOVERY (1982) EB2873 EB2873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DR) EB2873'THE STATION WAS NOT RECOVERED. IT WAS DESTROYED DURING A WIDENING EB2873'OF THE SHOP ENTRY ROAD. WE DID EXTENSIVE SEARCHING INCLUDING EB2873'DIGGING OUT ABOUT A 3 FOOT SQUARE SECTION OF PAVING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2135 *********************************************************************** EZ2135 DESIGNATION - SILICA EZ2135 PID - EZ2135 EZ2135 STATE/COUNTY- NC/RICHMOND EZ2135 USGS QUAD - HOFFMAN (1982) EZ2135 EZ2135 *CURRENT SURVEY CONTROL EZ2135 ___________________________________________________________________ EZ2135* NAD 83(1986)- 35 03 25.30689(N) 079 30 09.70266(W) ADJUSTED EZ2135* NAVD 88 - 87.815 (meters) 288.11 (feet) ADJUSTED EZ2135 ___________________________________________________________________ EZ2135 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EZ2135 GEOID HEIGHT- -31.80 (meters) GEOID03 EZ2135 DYNAMIC HT - 87.734 (meters) 287.84 (feet) COMP EZ2135 MODELED GRAV- 979,706.1 (mgal) NAVD 88 EZ2135 EZ2135 HORZ ORDER - SECOND EZ2135 VERT ORDER - FIRST CLASS II EZ2135 EZ2135.The North Carolina HARNS have been completed but, EZ2135.due to contractual restrictions, coordinates for these stations EZ2135.will NOT be published in the near future. In the interim, the EZ2135.published coordinates in North Carolina will not be EZ2135.consistent with the Continuously Operating Reference Stations EZ2135.(CORS). The HARN coordinates for these stations are available EZ2135.upon request. Contact Gary Thompson(919-733-3836). EZ2135. EZ2135.In addition, the published North Carolina positions EZ2135.(NAD 83 (1986)) are NOT consistent with those determined in EZ2135.adjacent state readjustments. The discontinuity between stations EZ2135.located in North Carolina and those in adjacent states EZ2135.which have been adjusted to the HARN may be as much as 5 EZ2135.decimeters. This will result in a significant loss of accuracy EZ2135.over lines crossing such state borders. EZ2135 EZ2135 EZ2135.The horizontal coordinates were established by classical geodetic methods EZ2135.and adjusted by the National Geodetic Survey in July 1986. EZ2135 EZ2135.The orthometric height was determined by differential leveling EZ2135.and adjusted by the National Geodetic Survey in June 1991. EZ2135 EZ2135.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2135 EZ2135.The geoid height was determined by GEOID03. EZ2135 EZ2135.The dynamic height is computed by dividing the NAVD 88 EZ2135.geopotential number by the normal gravity value computed on the EZ2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2135.degrees latitude (g = 980.6199 gals.). EZ2135 EZ2135.The modeled gravity was interpolated from observed gravity values. EZ2135 EZ2135; North East Units Scale Factor Converg. EZ2135;SPC NC - 145,104.912 563,748.734 MT 0.99987834 -0 17 24.5 EZ2135;SPC NC - 476,065.03 1,849,565.64 sFT 0.99987834 -0 17 24.5 EZ2135;UTM 17 - 3,880,392.391 636,542.009 MT 0.99982977 +0 51 36.6 EZ2135 EZ2135! - Elev Factor x Scale Factor = Combined Factor EZ2135!SPC NC - 0.99999121 x 0.99987834 = 0.99986955 EZ2135!UTM 17 - 0.99999121 x 0.99982977 = 0.99982098 EZ2135 EZ2135: Primary Azimuth Mark Grid Az EZ2135:SPC NC - GATE 086 49 00.1 EZ2135:UTM 17 - GATE 085 39 59.0 EZ2135 EZ2135|---------------------------------------------------------------------| EZ2135| PID Reference Object Distance Geod. Az | EZ2135| dddmmss.s | EZ2135| EZ2134 GATE 497.313 METERS 0863135.6 | EZ2135|---------------------------------------------------------------------| EZ2135 EZ2135 SUPERSEDED SURVEY CONTROL EZ2135 EZ2135 NAD 27 - 35 03 24.75045(N) 079 30 10.55015(W) AD( ) 2 EZ2135 NGVD 29 (10/06/93) 88.062 (m) 288.92 (f) ADJUSTED 1 2 EZ2135 EZ2135.Superseded values are not recommended for survey control. EZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2135.See file dsdata.txt to determine how the superseded data were derived. EZ2135 EZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3654280392(NAD 83) EZ2135_MARKER: DE = TRAVERSE STATION DISK EZ2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2135_SP_SET: CONCRETE POST EZ2135_STAMPING: SILICA 1972 EZ2135_MARK LOGO: NCGS EZ2135_PROJECTION: RECESSED 10 CENTIMETERS EZ2135_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2135+STABILITY: SURFACE MOTION EZ2135 EZ2135 HISTORY - Date Condition Report By EZ2135 HISTORY - 1972 MONUMENTED NCGS EZ2135 HISTORY - 1980 GOOD NCGS EZ2135 HISTORY - 1980 GOOD NCGS EZ2135 HISTORY - 1986 GOOD USPSQD EZ2135 EZ2135 STATION DESCRIPTION EZ2135 EZ2135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2135'SILICA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2135'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ2135' EZ2135'SILICA IS LOCATED APPROXIMATELY 3.2 MILES NORTHEAST OF HOFFMAN AND EZ2135'6.5 MILES SOUTHWEST OF ABERDEEN. TO REACH STATION FROM US 1 BRIDGE EZ2135'OVER DROWNING CREEK, PROCEED SOUTHWEST ALONG US 1 FOR 0.65 MILE TO EZ2135'STATION ON RIGHT IN SHOULDER OF ROAD, 3.0 MILES NORTHEAST OF EZ2135'INTERSECTION WITH SR 1004 IN HOFFMAN, 0.15 MILE EAST OF ENTRANCE EZ2135'TO SOUTHERN PRODUCTS AND SILICA CO., INC. EZ2135' EZ2135'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SILICA EZ2135'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ2135'2 INCHES BELOW THE GROUND. EZ2135' EZ2135'MARK IS EZ2135'27.3 FEET N OF C/L OF US 1. EZ2135'99.6 FEET NNE OF PP NO. 5211 WITH ALUMINUM REF. TAG ON S SIDE OF EZ2135'US 1. EZ2135'115.4 FEET WSW OF PP NO. 16 WITH ALUMINUM REF. TAG ON N SIDE OF EZ2135'US 1. EZ2135'240.9 FEET W OF C/L OF N END OF CULVERT UNDER US 1. EZ2135 EZ2135 STATION RECOVERY (1980) EZ2135 EZ2135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ2135'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. POWER EZ2135'POLE 5211 IS GONE. THE MARK IS ALSO 26 FEET SOUTH OF A POWER LINE AND EZ2135'4 INCHES BELOW THE GROUND SURFACE. EZ2135 EZ2135 STATION RECOVERY (1980) EZ2135 EZ2135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ2135'3.2 MI NE FROM HOFFMAN. EZ2135'0.65 MILE SOUTHWEST ALONG U.S. 1 FROM THE RICHMOND-MOORE COUNTY LINE EZ2135'AND BRIDGE OVER DROWNING CREEK, 0.15 MILE EAST OF ENTRANCE TO SILICA EZ2135'PLANT AND 3.0 MILES NORTHEAST OF INTERSECTION WITH SR 1004-BOSTICK EZ2135'ROAD-IN HOFFMAN, 27.3 FEET NORTH OF CENTERLINE HIGHWAY, 26.0 FEET EZ2135'SOUTH OF POWER LINE, 115.4 FEET SOUTHWEST OF POWER POLE 16 WITH EZ2135'REFERENCE TAG AND 240.9 FEET WEST OF NORTH END OF CULVERT UNDER ROAD. EZ2135'THE MARK IS 1 FT BELOW HIGHWAY. EZ2135 EZ2135 STATION RECOVERY (1986) EZ2135 EZ2135'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EZ2135'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2899 *********************************************************************** EB2899 DESIGNATION - SNEAD EB2899 PID - EB2899 EB2899 STATE/COUNTY- NC/RICHMOND EB2899 USGS QUAD - HAMLET (1982) EB2899 EB2899 *CURRENT SURVEY CONTROL EB2899 ___________________________________________________________________ EB2899* NAD 83(1986)- 34 54 58.77478(N) 079 40 44.20642(W) ADJUSTED EB2899* NAVD 88 - 129.4 (meters) 425. (feet) VERTCON EB2899 ___________________________________________________________________ EB2899 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EB2899 GEOID HEIGHT- -31.52 (meters) GEOID03 EB2899 EB2899 HORZ ORDER - SECOND EB2899 EB2899.The North Carolina HARNS have been completed but, EB2899.due to contractual restrictions, coordinates for these stations EB2899.will NOT be published in the near future. In the interim, the EB2899.published coordinates in North Carolina will not be EB2899.consistent with the Continuously Operating Reference Stations EB2899.(CORS). The HARN coordinates for these stations are available EB2899.upon request. Contact Gary Thompson(919-733-3836). EB2899. EB2899.In addition, the published North Carolina positions EB2899.(NAD 83 (1986)) are NOT consistent with those determined in EB2899.adjacent state readjustments. The discontinuity between stations EB2899.located in North Carolina and those in adjacent states EB2899.which have been adjusted to the HARN may be as much as 5 EB2899.decimeters. This will result in a significant loss of accuracy EB2899.over lines crossing such state borders. EB2899 EB2899 EB2899.The horizontal coordinates were established by classical geodetic methods EB2899.and adjusted by the National Geodetic Survey in July 1986. EB2899 EB2899.The NAVD 88 height was computed by applying the VERTCON shift value to EB2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2899 EB2899.The Laplace correction was computed from DEFLEC99 derived deflections. EB2899 EB2899.The geoid height was determined by GEOID03. EB2899 EB2899; North East Units Scale Factor Converg. EB2899;SPC NC - 129,593.099 547,565.766 MT 0.99988963 -0 23 30.7 EB2899;SPC NC - 425,173.36 1,796,472.02 sFT 0.99988963 -0 23 30.7 EB2899;UTM 17 - 3,864,560.404 620,674.646 MT 0.99977948 +0 45 22.4 EB2899 EB2899! - Elev Factor x Scale Factor = Combined Factor EB2899!SPC NC - 0.99998463 x 0.99988963 = 0.99987426 EB2899!UTM 17 - 0.99998463 x 0.99977948 = 0.99976411 EB2899 EB2899: Primary Azimuth Mark Grid Az EB2899:SPC NC - CAPP 310 26 15.4 EB2899:UTM 17 - CAPP 309 17 22.3 EB2899 EB2899|---------------------------------------------------------------------| EB2899| PID Reference Object Distance Geod. Az | EB2899| dddmmss.s | EB2899| EB2893 CAPP 432.475 METERS 3100244.7 | EB2899|---------------------------------------------------------------------| EB2899 EB2899 SUPERSEDED SURVEY CONTROL EB2899 EB2899 NAD 27 - 34 54 58.21578(N) 079 40 45.00828(W) AD( ) 2 EB2899 NGVD 29 (07/19/86) 129.7 (m) 426. (f) VERT ANG EB2899 EB2899.Superseded values are not recommended for survey control. EB2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2899.See file dsdata.txt to determine how the superseded data were derived. EB2899 EB2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2067564560(NAD 83) EB2899_MARKER: DE = TRAVERSE STATION DISK EB2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2899_STAMPING: SNEAD 1970 EB2899_MARK LOGO: NCGS EB2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2899+STABILITY: SURFACE MOTION EB2899 EB2899 HISTORY - Date Condition Report By EB2899 HISTORY - 1970 MONUMENTED NCGS EB2899 EB2899 STATION DESCRIPTION EB2899 EB2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2899'SNEAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2899'VICINITY OF HAMLET, NORTH CAROLINA. EB2899' EB2899'SNEAD IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF HAMLET. TO EB2899'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1640 AND SR 1624 EB2899'APPROXIMATELY 2.0 MILES NORTH OF HAMLET, GO EAST ON SR 1624 FOR 1.3 EB2899'MILES TO STATION ON RIGHT, ON WEST SIDE OF WEST DRIVEWAY TO HOME EB2899'OF MRS. MCDUFFIE, AND 0.45 MILE WEST OF INTERSECTION OF SR 1624 EB2899'AND NC 177. EB2899' EB2899'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SNEAD EB2899'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2899'FLUSH WITH THE SURFACE OF THE GROUND. EB2899' EB2899'MARK IS EB2899' EB2899'34.2 FEET SSW OF C/L OF SR 1624. EB2899'26.5 FEET WNW OF C/L OF W DRIVEWAY TO HOME OF MRS. MCDUFFIE. EB2899'19.2 FEET N OF ALUMINUM REF. TAG ON 14 INCH PINE TREE ON S SIDE OF EB2899'SR 1624. EB2899'48.5 FEET E OF ALUMINUM REF. TAG ON 12 INCH PINE TREE ON S SIDE EB2899'OF SR 1624. EB2899'72.3 FEET SW OF ALUMINUM REF. TAG ON TELEPHONE SERVICE POLE EB2899'NO. 3 ON N SIDE OF SR 1624. EB2899'68.4 FEET WNW OF ALUMINUM REF. TAG ON TELEPHONE SERVICE EB2899'POLE NO. 6 ON S SIDE OF SR 1624, IN YARD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3683 *********************************************************************** EB3683 DESIGNATION - SOLOMON EB3683 PID - EB3683 EB3683 STATE/COUNTY- NC/RICHMOND EB3683 USGS QUAD - ROCKINGHAM (1982) EB3683 EB3683 *CURRENT SURVEY CONTROL EB3683 ___________________________________________________________________ EB3683* NAD 83(1986)- 34 53 27.95604(N) 079 48 41.62849(W) ADJUSTED EB3683* NAVD 88 - 75.8 (meters) 249. (feet) VERTCON EB3683 ___________________________________________________________________ EB3683 LAPLACE CORR- -3.77 (seconds) DEFLEC99 EB3683 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3683 EB3683 HORZ ORDER - SECOND EB3683 EB3683.The North Carolina HARNS have been completed but, EB3683.due to contractual restrictions, coordinates for these stations EB3683.will NOT be published in the near future. In the interim, the EB3683.published coordinates in North Carolina will not be EB3683.consistent with the Continuously Operating Reference Stations EB3683.(CORS). The HARN coordinates for these stations are available EB3683.upon request. Contact Gary Thompson(919-733-3836). EB3683. EB3683.In addition, the published North Carolina positions EB3683.(NAD 83 (1986)) are NOT consistent with those determined in EB3683.adjacent state readjustments. The discontinuity between stations EB3683.located in North Carolina and those in adjacent states EB3683.which have been adjusted to the HARN may be as much as 5 EB3683.decimeters. This will result in a significant loss of accuracy EB3683.over lines crossing such state borders. EB3683 EB3683 EB3683.The horizontal coordinates were established by classical geodetic methods EB3683.and adjusted by the National Geodetic Survey in March 1990. EB3683 EB3683.The NAVD 88 height was computed by applying the VERTCON shift value to EB3683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3683 EB3683.The Laplace correction was computed from DEFLEC99 derived deflections. EB3683 EB3683.The geoid height was determined by GEOID03. EB3683 EB3683; North East Units Scale Factor Converg. EB3683;SPC NC - 126,885.765 535,425.872 MT 0.99989228 -0 28 06.3 EB3683;SPC NC - 416,291.05 1,756,643.05 sFT 0.99989228 -0 28 06.3 EB3683;UTM 17 - 3,861,610.731 608,592.997 MT 0.99974534 +0 40 47.5 EB3683 EB3683! - Elev Factor x Scale Factor = Combined Factor EB3683!SPC NC - 0.99999299 x 0.99989228 = 0.99988527 EB3683!UTM 17 - 0.99999299 x 0.99974534 = 0.99973833 EB3683 EB3683 SUPERSEDED SURVEY CONTROL EB3683 EB3683 NGVD 29 (03/28/90) 76.1 (m) 250. (f) VERT ANG EB3683 EB3683.Superseded values are not recommended for survey control. EB3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3683.See file dsdata.txt to determine how the superseded data were derived. EB3683 EB3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0859361611(NAD 83) EB3683_MARKER: DE = TRAVERSE STATION DISK EB3683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3683_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3683_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3683+STABILITY: SURFACE MOTION EB3683 EB3683 HISTORY - Date Condition Report By EB3683 HISTORY - 1977 MONUMENTED NCGS EB3683 EB3683 STATION DESCRIPTION EB3683 EB3683'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3683'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH-SOUTHEAST OF EB3683'CORDOVA AND 4.1 MILES SOUTHWEST OF ROCKINGHAM. EB3683' EB3683'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3683'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3683'SOUTHWEST ALONG US 1 FOR 2.9 MILES TO STATION ON RIGHT, IN SHOULDER OF EB3683'HIGHWAY BETWEEN REFLECTOR SIGNS AND NEAR THE SOUTHEAST CORNER OF A EB3683'PASTURE, 0.2 MILE SOUTHWEST OF SR 1106 (WEST) INTERSECTION. EB3683' EB3683'STATION MARK IS A STANDARD DISK STAMPED---SOLOMON 1977---, SET IN THE EB3683'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3683'SURFACE. THE MARK IS 20.7 FEET WEST-NORTHWEST OF THE CENTERLINE OF EB3683'US 1, 14.8 FEET EAST OF A 4 INCH CHERRY WITH REFERENCE TAG, 10.4 FEET EB3683'SOUTHEAST OF CORNER FENCE POST WITH REFERENCE TAG, 14.0 FEET EB3683'SOUTHWEST OF A REFLECTOR BOARD WITH REFERENCE TAG AND 75.1 FEET EB3683'NORTH-NORTHWEST OF FENCE POST ACROSS HIGHWAY WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3685 *********************************************************************** EB3685 DESIGNATION - SPENCE EB3685 PID - EB3685 EB3685 STATE/COUNTY- NC/RICHMOND EB3685 USGS QUAD - DIGGS (1982) EB3685 EB3685 *CURRENT SURVEY CONTROL EB3685 ___________________________________________________________________ EB3685* NAD 83(1986)- 34 52 13.68168(N) 079 50 02.96383(W) ADJUSTED EB3685* NAVD 88 - 59.4 (meters) 195. (feet) VERTCON EB3685 ___________________________________________________________________ EB3685 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EB3685 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3685 EB3685 HORZ ORDER - SECOND EB3685 EB3685.The North Carolina HARNS have been completed but, EB3685.due to contractual restrictions, coordinates for these stations EB3685.will NOT be published in the near future. In the interim, the EB3685.published coordinates in North Carolina will not be EB3685.consistent with the Continuously Operating Reference Stations EB3685.(CORS). The HARN coordinates for these stations are available EB3685.upon request. Contact Gary Thompson(919-733-3836). EB3685. EB3685.In addition, the published North Carolina positions EB3685.(NAD 83 (1986)) are NOT consistent with those determined in EB3685.adjacent state readjustments. The discontinuity between stations EB3685.located in North Carolina and those in adjacent states EB3685.which have been adjusted to the HARN may be as much as 5 EB3685.decimeters. This will result in a significant loss of accuracy EB3685.over lines crossing such state borders. EB3685 EB3685 EB3685.The horizontal coordinates were established by classical geodetic methods EB3685.and adjusted by the National Geodetic Survey in March 1990. EB3685 EB3685.The NAVD 88 height was computed by applying the VERTCON shift value to EB3685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3685 EB3685.The Laplace correction was computed from DEFLEC99 derived deflections. EB3685 EB3685.The geoid height was determined by GEOID03. EB3685 EB3685; North East Units Scale Factor Converg. EB3685;SPC NC - 124,614.352 533,341.719 MT 0.99989460 -0 28 53.2 EB3685;SPC NC - 408,838.92 1,749,805.29 sFT 0.99989460 -0 28 53.2 EB3685;UTM 17 - 3,859,298.360 606,555.084 MT 0.99973994 +0 39 59.8 EB3685 EB3685! - Elev Factor x Scale Factor = Combined Factor EB3685!SPC NC - 0.99999556 x 0.99989460 = 0.99989016 EB3685!UTM 17 - 0.99999556 x 0.99973994 = 0.99973551 EB3685 EB3685 SUPERSEDED SURVEY CONTROL EB3685 EB3685 NGVD 29 (03/28/90) 59.7 (m) 196. (f) VERT ANG EB3685 EB3685.Superseded values are not recommended for survey control. EB3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3685.See file dsdata.txt to determine how the superseded data were derived. EB3685 EB3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0655559298(NAD 83) EB3685_MARKER: DE = TRAVERSE STATION DISK EB3685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3685_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3685_STAMPING: SPENCE 1977 EB3685_MARK LOGO: NCGS EB3685_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3685+STABILITY: SURFACE MOTION EB3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB3685+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993 EB3685 EB3685 HISTORY - Date Condition Report By EB3685 HISTORY - 1977 MONUMENTED NCGS EB3685 HISTORY - 19930728 SEE DESCRIPTION NCGS EB3685 EB3685 STATION DESCRIPTION EB3685 EB3685'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3685'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES SOUTH OF CORDOVA AND EB3685'5.9 MILES SOUTHWEST OF ROCKINGHAM. EB3685' EB3685'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3685'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3685'SOUTHWEST ALONG US 1 FOR 5.1 MILES TO STATION ON RIGHT, ON DITCH BANK EB3685'AND APPROXIMATELY 400 FEET SOUTHWEST OF A PICNIC TABLE AREA AND 0.5 EB3685'MILE NORTH-NORTHEAST OF SR 1104 CROSSROAD. EB3685' EB3685'STATION MARK IS A STANDARD DISK STAMPED---SPENCE 1977---, SET IN THE EB3685'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EB3685'SURFACE. THE MARK IS 29.4 FEET WEST-NORTHWEST OF THE CENTERLINE OF EB3685'US 1, 176.2 FEET NORTH-NORTHEAST OF A TELEPHONE PEDESTAL 60R4, 35.5 EB3685'FEET EAST-SOUTHEAST OF A 4 INCH PINE WITH REFERENCE TAG, 45.8 FEET EB3685'SOUTH OF AN 8 INCH HICKORY WITH REFERENCE TAG AND 100.5 FEET EB3685'SOUTH-SOUTHWEST OF A 6 INCH SPANISH OAK WITH REFERENCE TAG. EB3685 EB3685 STATION RECOVERY (1993) EB3685 EB3685'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3685'MARK FOUND DISTURBED-DISK GONE-NAIL IN CENTER OF CONCRETE CYLINDER. EB3685'LOCATED 24.8 FT (7.6 M) NORTH OF THE NORTH MOST CURVE SIGN, AND 33.7 EB3685'FT (10.3 M) NORTHEAST OF A 4-INCH SWEET GUM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3686 *********************************************************************** EB3686 DESIGNATION - SPILLWAY EB3686 PID - EB3686 EB3686 STATE/COUNTY- NC/RICHMOND EB3686 USGS QUAD - ROCKINGHAM (1982) EB3686 EB3686 *CURRENT SURVEY CONTROL EB3686 ___________________________________________________________________ EB3686* NAD 83(1986)- 34 57 26.47808(N) 079 46 50.36186(W) ADJUSTED EB3686* NAVD 88 - 67.1 (meters) 220. (feet) VERT ANG EB3686 ___________________________________________________________________ EB3686 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EB3686 GEOID HEIGHT- -31.13 (meters) GEOID03 EB3686 EB3686 HORZ ORDER - SECOND EB3686 EB3686.The North Carolina HARNS have been completed but, EB3686.due to contractual restrictions, coordinates for these stations EB3686.will NOT be published in the near future. In the interim, the EB3686.published coordinates in North Carolina will not be EB3686.consistent with the Continuously Operating Reference Stations EB3686.(CORS). The HARN coordinates for these stations are available EB3686.upon request. Contact Gary Thompson(919-733-3836). EB3686. EB3686.In addition, the published North Carolina positions EB3686.(NAD 83 (1986)) are NOT consistent with those determined in EB3686.adjacent state readjustments. The discontinuity between stations EB3686.located in North Carolina and those in adjacent states EB3686.which have been adjusted to the HARN may be as much as 5 EB3686.decimeters. This will result in a significant loss of accuracy EB3686.over lines crossing such state borders. EB3686 EB3686 EB3686.The horizontal coordinates were established by classical geodetic methods EB3686.and adjusted by the National Geodetic Survey in July 1998. EB3686 EB3686.The orthometric height was determined by vertical angle observations. EB3686 EB3686.The Laplace correction was computed from DEFLEC99 derived deflections. EB3686 EB3686.The geoid height was determined by GEOID03. EB3686 EB3686; North East Units Scale Factor Converg. EB3686;SPC NC - 134,212.467 538,308.486 MT 0.99988572 -0 27 02.1 EB3686;SPC NC - 440,328.74 1,766,100.42 sFT 0.99988572 -0 27 02.1 EB3686;UTM 17 - 3,868,992.720 611,327.758 MT 0.99975275 +0 41 55.4 EB3686 EB3686! - Elev Factor x Scale Factor = Combined Factor EB3686!SPC NC - 0.99999435 x 0.99988572 = 0.99988007 EB3686!UTM 17 - 0.99999435 x 0.99975275 = 0.99974711 EB3686 EB3686 SUPERSEDED SURVEY CONTROL EB3686 EB3686 NAD 83(1986)- 34 57 26.47659(N) 079 46 50.36701(W) AD( ) 2 EB3686 NGVD 29 (03/28/90) 67.4 (m) 221. (f) VERT ANG EB3686 EB3686.Superseded values are not recommended for survey control. EB3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3686.See file dsdata.txt to determine how the superseded data were derived. EB3686 EB3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1132868993(NAD 83) EB3686_MARKER: DE = TRAVERSE STATION DISK EB3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3686_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3686_STAMPING: SPILLWAY 1977 EB3686_MARK LOGO: NCGS EB3686_MAGNETIC: O = OTHER; SEE DESCRIPTION EB3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3686+STABILITY: SURFACE MOTION EB3686 EB3686 HISTORY - Date Condition Report By EB3686 HISTORY - 1977 MONUMENTED NCGS EB3686 HISTORY - 19930727 GOOD NCGS EB3686 EB3686 STATION DESCRIPTION EB3686 EB3686'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3686'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF ROCKINGHAM. EB3686' EB3686'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH US 74 IN EB3686'ROCKINGHAM, PROCEED NORTHERLY ALONG US 220 FOR 1.45 MILES TO THE EB3686'STATION ON THE LEFT, IN ROAD SHOULDER AT A Y SHAPED CONCRETE SPILLWAY EB3686'AND 0.4 MILE SOUTH OF SR 1335 INTERSECTION. EB3686' EB3686'STATION MARK IS A STANDARD DISK STAMPED---SPILLWAY 1977---SET IN THE EB3686'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EB3686'THE MARK IS 25.4 FEET WEST-SOUTHWEST OF CENTERLINE OF SOUTH BOUND EB3686'LANES, 24.5 FEET NORTHEAST OF WEST END OF CONCRETE CULVERT UNDER EB3686'HIGHWAY, 62.3 FEET SOUTH-SOUTHEAST OF NORTH END OF EASTERNMOST EB3686'SPILLWAY, 62.6 FEET NORTH-NORTHEAST OF SOUTH END OF SPILLWAY AND 47.9 EB3686'FEET EAST OF 16 INCH OAK WITH REFERENCE TAG. EB3686 EB3686 STATION RECOVERY (1993) EB3686 EB3686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EB3686'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1575 *********************************************************************** EB1575 DESIGNATION - SPLIT RAILS EB1575 PID - EB1575 EB1575 STATE/COUNTY- NC/RICHMOND EB1575 USGS QUAD - HAMLET (1982) EB1575 EB1575 *CURRENT SURVEY CONTROL EB1575 ___________________________________________________________________ EB1575* NAD 83(1986)- 34 53 04.34047(N) 079 41 56.12630(W) ADJUSTED EB1575* NAVD 88 - 96.255 (meters) 315.80 (feet) ADJUSTED EB1575 ___________________________________________________________________ EB1575 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EB1575 GEOID HEIGHT- -31.51 (meters) GEOID03 EB1575 DYNAMIC HT - 96.166 (meters) 315.50 (feet) COMP EB1575 MODELED GRAV- 979,703.6 (mgal) NAVD 88 EB1575 EB1575 HORZ ORDER - SECOND EB1575 VERT ORDER - SECOND CLASS I EB1575 EB1575.The North Carolina HARNS have been completed but, EB1575.due to contractual restrictions, coordinates for these stations EB1575.will NOT be published in the near future. In the interim, the EB1575.published coordinates in North Carolina will not be EB1575.consistent with the Continuously Operating Reference Stations EB1575.(CORS). The HARN coordinates for these stations are available EB1575.upon request. Contact Gary Thompson(919-733-3836). EB1575. EB1575.In addition, the published North Carolina positions EB1575.(NAD 83 (1986)) are NOT consistent with those determined in EB1575.adjacent state readjustments. The discontinuity between stations EB1575.located in North Carolina and those in adjacent states EB1575.which have been adjusted to the HARN may be as much as 5 EB1575.decimeters. This will result in a significant loss of accuracy EB1575.over lines crossing such state borders. EB1575 EB1575 EB1575.The horizontal coordinates were established by classical geodetic methods EB1575.and adjusted by the National Geodetic Survey in April 1991. EB1575 EB1575.The orthometric height was determined by differential leveling EB1575.and adjusted by the National Geodetic Survey in June 1991. EB1575 EB1575.The Laplace correction was computed from DEFLEC99 derived deflections. EB1575 EB1575.The geoid height was determined by GEOID03. EB1575 EB1575.The dynamic height is computed by dividing the NAVD 88 EB1575.geopotential number by the normal gravity value computed on the EB1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1575.degrees latitude (g = 980.6199 gals.). EB1575 EB1575.The modeled gravity was interpolated from observed gravity values. EB1575 EB1575; North East Units Scale Factor Converg. EB1575;SPC NC - 126,079.794 545,715.600 MT 0.99989301 -0 24 12.2 EB1575;SPC NC - 413,646.79 1,790,401.93 sFT 0.99989301 -0 24 12.2 EB1575;UTM 17 - 3,861,011.146 618,895.435 MT 0.99977423 +0 44 39.1 EB1575 EB1575! - Elev Factor x Scale Factor = Combined Factor EB1575!SPC NC - 0.99998984 x 0.99989301 = 0.99988285 EB1575!UTM 17 - 0.99998984 x 0.99977423 = 0.99976407 EB1575 EB1575 SUPERSEDED SURVEY CONTROL EB1575 EB1575 NGVD 29 (10/06/93) 96.526 (m) 316.69 (f) ADJUSTED 2 1 EB1575 EB1575.Superseded values are not recommended for survey control. EB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1575.See file dsdata.txt to determine how the superseded data were derived. EB1575 EB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1889561011(NAD 83) EB1575_MARKER: DE = TRAVERSE STATION DISK EB1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1575_SP_SET: CONCRETE POST EB1575_STAMPING: SPLIT RAILS 1978 EB1575_MARK LOGO: NCGS EB1575_PROJECTION: RECESSED 5 CENTIMETERS EB1575_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1575+STABILITY: SURFACE MOTION EB1575 EB1575 HISTORY - Date Condition Report By EB1575 HISTORY - 1978 MONUMENTED NCGS EB1575 HISTORY - 1978 GOOD NCGS EB1575 EB1575 STATION DESCRIPTION EB1575 EB1575'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1575'THE STATION IS LOCATED IN HAMLET. EB1575' EB1575'THE STATION IS APPROXIMATELY 350 FEET NORTHWEST OF JUNCTION OF MAIN EB1575'TRACKS OF RAILROADS LEADING NORTHEAST SOUTHWEST AND NORTHWEST EB1575'SOUTHEAST NEAR SCL R/R TRAIN STATION AND NEAR THE NORTHWEST WALL OF EB1575'THE OLD RAILWAY EXPRESS AGENCY AND AT FORKS IN THE CONCRETE ROAD EB1575'LEADING TO DEPOT AND PASSENGER LOADING AREA. EB1575' EB1575'STATION MARK IS A STANDARD DISK STAMPED---SPLIT RAILS 1978---SET IN EB1575'TOP OF A 9 INCH CONCRETE MONUMENT,2 INCHES BELOW THE GROUND SURFACE. EB1575'MARK IS 19.0 FEET EAST-NORTHEAST OF CENTERLINE OF WESTERNMOST CONCRETE EB1575'ROAD, 28.0 FEET SOUTHWEST OF CENTERLINE OF EASTERNMOST CONCRETE ROAD, EB1575'109.3 FEET SOUTHEAST OF PAINTED MARK IN FORKS ON CONCRETE ROADS, EB1575'38.7 FEET NORTH OF WESTERNMOST CORNER OF OLD BUILDING, 56.6 FEET EB1575'WEST-NORTHWEST OF NORTHERNMOST CORNER OF OLD BUILDING AND 45.2 FEET EB1575'NORTHWEST OF SERVICE POLE WITH LIGHT AND REFERENCE TAG. EB1575 EB1575 STATION RECOVERY (1978) EB1575 EB1575'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1575'IN HAMLET. EB1575'STATION IS LOCATED NEAR THE SEABOARD COAST LINE RAILROAD STATION, EB1575'APPROXIMATELY 350 FEET NORTHWEST OF JUNCTION OF MAIN TRACKS LEADING EB1575'NORTHEAST-SOUTHWEST AND NORTHWEST-SOUTHEAST, ON NORTHWEST SIDE EB1575'OF NORTHWESTERNMOST BUILDING FROM DEPOT - FORMERLY THE RAILWAY EB1575'EXPRESS BUILDING, 19.0 FEET EAST-NORTHEAST OF CENTERLINE OF EB1575'WESTERNMOST CONCRETE ROAD, 28.0 FEET SOUTHWEST OF CENTERLINE OF EB1575'EASTERNMOST CONCRETE ROAD, 38.7 FEET NORTH OF WESTERNMOST CORNER EB1575'OF OLD BUILDING, 56.6 FEET WEST-NORTHWEST OF NORTHERNMOST CORNER EB1575'OF OLD BUILDING, 45.2 FEET NORTHWEST OF SERVICE POLE WITH LIGHT EB1575'AND REFERENCE TAG AND 109.3 FEET SOUTHEAST OF PAINT MARK IN EB1575'INTERSECTION OF THE TWO CONCRETE ROADS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2863 *********************************************************************** EB2863 DESIGNATION - SPRING EB2863 PID - EB2863 EB2863 STATE/COUNTY- NC/RICHMOND EB2863 USGS QUAD - HAMLET (1982) EB2863 EB2863 *CURRENT SURVEY CONTROL EB2863 ___________________________________________________________________ EB2863* NAD 83(1986)- 34 54 03.08747(N) 079 42 36.31546(W) ADJUSTED EB2863* NAVD 88 - 95.4 (meters) 313. (feet) VERTCON EB2863 ___________________________________________________________________ EB2863 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EB2863 GEOID HEIGHT- -31.45 (meters) GEOID03 EB2863 EB2863 HORZ ORDER - SECOND EB2863 EB2863.The North Carolina HARNS have been completed but, EB2863.due to contractual restrictions, coordinates for these stations EB2863.will NOT be published in the near future. In the interim, the EB2863.published coordinates in North Carolina will not be EB2863.consistent with the Continuously Operating Reference Stations EB2863.(CORS). The HARN coordinates for these stations are available EB2863.upon request. Contact Gary Thompson(919-733-3836). EB2863. EB2863.In addition, the published North Carolina positions EB2863.(NAD 83 (1986)) are NOT consistent with those determined in EB2863.adjacent state readjustments. The discontinuity between stations EB2863.located in North Carolina and those in adjacent states EB2863.which have been adjusted to the HARN may be as much as 5 EB2863.decimeters. This will result in a significant loss of accuracy EB2863.over lines crossing such state borders. EB2863 EB2863 EB2863.The horizontal coordinates were established by classical geodetic methods EB2863.and adjusted by the National Geodetic Survey in July 1986. EB2863 EB2863.The NAVD 88 height was computed by applying the VERTCON shift value to EB2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2863 EB2863.The Laplace correction was computed from DEFLEC99 derived deflections. EB2863 EB2863.The geoid height was determined by GEOID03. EB2863 EB2863; North East Units Scale Factor Converg. EB2863;SPC NC - 127,897.158 544,708.144 MT 0.99989123 -0 24 35.4 EB2863;SPC NC - 419,609.26 1,787,096.64 sFT 0.99989123 -0 24 35.4 EB2863;UTM 17 - 3,862,807.751 617,851.901 MT 0.99977118 +0 44 17.2 EB2863 EB2863! - Elev Factor x Scale Factor = Combined Factor EB2863!SPC NC - 0.99998996 x 0.99989123 = 0.99988119 EB2863!UTM 17 - 0.99998996 x 0.99977118 = 0.99976114 EB2863 EB2863: Primary Azimuth Mark Grid Az EB2863:SPC NC - KAMPUS 324 38 16.7 EB2863:UTM 17 - KAMPUS 323 29 24.1 EB2863 EB2863|---------------------------------------------------------------------| EB2863| PID Reference Object Distance Geod. Az | EB2863| dddmmss.s | EB2863| EB2864 JACK 318.229 METERS 13028 | EB2863| EB2888 KAMPUS APPROX. 1.0 KM 3241341.3 | EB2863|---------------------------------------------------------------------| EB2863 EB2863 SUPERSEDED SURVEY CONTROL EB2863 EB2863 NAD 27 - 34 54 02.52572(N) 079 42 37.12153(W) AD( ) 2 EB2863 NGVD 29 (07/19/86) 95.7 (m) 314. (f) VERT ANG EB2863 EB2863.Superseded values are not recommended for survey control. EB2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2863.See file dsdata.txt to determine how the superseded data were derived. EB2863 EB2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1785262808(NAD 83) EB2863_MARKER: DE = TRAVERSE STATION DISK EB2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2863_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2863_STAMPING: SPRING 1970 EB2863_MARK LOGO: NCGS EB2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2863+STABILITY: SURFACE MOTION EB2863 EB2863 HISTORY - Date Condition Report By EB2863 HISTORY - 1970 MONUMENTED NCGS EB2863 EB2863 STATION DESCRIPTION EB2863 EB2863'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2863'SPRING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2863'VICINITY OF HAMLET, NORTH CAROLINA. EB2863' EB2863'SPRING IS LOCATED APPROXIMATELY 0.7 MILE NORTHWEST OF HAMLET. TO EB2863'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 177 IN EB2863'HAMLET, GO NORTHWEST ON US 74 FOR 0.7 MILE TO STATION ON LEFT, EB2863'DIRECTLY ACROSS HIGHWAY FROM DIRT LANE LEADING UPHILL TO OLD EB2863'FARMHOUSE, AND 1.25 MILE SOUTHEAST OF INTERSECTION OF US 1 AND SR EB2863'1641. EB2863' EB2863'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SPRING EB2863'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2863'FLUSH WITH THE SURFACE OF THE GROUND. EB2863' EB2863'MARK IS EB2863'23.9 FEET SW OF C/L OF E BOUND OF US 74. EB2863'50.8 FEET NE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EB2863'46.4 FEET NNW OF ALUMINUM REF. TAG ON PP. EB2863'178.3 FEET NW OF ALUMINUM REF. TAG ON TP NO. 3282. EB2863'143.8 FEET SE OF ALUMINUM REF. TAG ON PP AND TP. EB2863'29.8 FEET N OF S END OF 16 INCH CULVERT UNDER US 74. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1581 *********************************************************************** EB1581 DESIGNATION - STEEN EB1581 PID - EB1581 EB1581 STATE/COUNTY- NC/RICHMOND EB1581 USGS QUAD - GHIO (1982) EB1581 EB1581 *CURRENT SURVEY CONTROL EB1581 ___________________________________________________________________ EB1581* NAD 83(1986)- 34 52 12.12207(N) 079 39 01.98448(W) ADJUSTED EB1581* NAVD 88 - 110.707 (meters) 363.21 (feet) ADJUSTED EB1581 ___________________________________________________________________ EB1581 LAPLACE CORR- -5.14 (seconds) DEFLEC99 EB1581 GEOID HEIGHT- -31.69 (meters) GEOID03 EB1581 DYNAMIC HT - 110.604 (meters) 362.87 (feet) COMP EB1581 MODELED GRAV- 979,697.4 (mgal) NAVD 88 EB1581 EB1581 HORZ ORDER - SECOND EB1581 VERT ORDER - SECOND CLASS I EB1581 EB1581.The North Carolina HARNS have been completed but, EB1581.due to contractual restrictions, coordinates for these stations EB1581.will NOT be published in the near future. In the interim, the EB1581.published coordinates in North Carolina will not be EB1581.consistent with the Continuously Operating Reference Stations EB1581.(CORS). The HARN coordinates for these stations are available EB1581.upon request. Contact Gary Thompson(919-733-3836). EB1581. EB1581.In addition, the published North Carolina positions EB1581.(NAD 83 (1986)) are NOT consistent with those determined in EB1581.adjacent state readjustments. The discontinuity between stations EB1581.located in North Carolina and those in adjacent states EB1581.which have been adjusted to the HARN may be as much as 5 EB1581.decimeters. This will result in a significant loss of accuracy EB1581.over lines crossing such state borders. EB1581 EB1581 EB1581.The horizontal coordinates were established by classical geodetic methods EB1581.and adjusted by the National Geodetic Survey in April 1991. EB1581 EB1581.The orthometric height was determined by differential leveling EB1581.and adjusted by the National Geodetic Survey in June 1991. EB1581 EB1581.The Laplace correction was computed from DEFLEC99 derived deflections. EB1581 EB1581.The geoid height was determined by GEOID03. EB1581 EB1581.The dynamic height is computed by dividing the NAVD 88 EB1581.geopotential number by the normal gravity value computed on the EB1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1581.degrees latitude (g = 980.6199 gals.). EB1581 EB1581.The modeled gravity was interpolated from observed gravity values. EB1581 EB1581; North East Units Scale Factor Converg. EB1581;SPC NC - 124,440.773 550,126.532 MT 0.99989465 -0 22 31.7 EB1581;SPC NC - 408,269.44 1,804,873.46 sFT 0.99989465 -0 22 31.7 EB1581;UTM 17 - 3,859,460.952 623,337.799 MT 0.99978749 +0 46 17.8 EB1581 EB1581! - Elev Factor x Scale Factor = Combined Factor EB1581!SPC NC - 0.99998760 x 0.99989465 = 0.99988225 EB1581!UTM 17 - 0.99998760 x 0.99978749 = 0.99977509 EB1581 EB1581 SUPERSEDED SURVEY CONTROL EB1581 EB1581 NGVD 29 (10/06/93) 110.980 (m) 364.11 (f) ADJUSTED 2 1 EB1581 EB1581.Superseded values are not recommended for survey control. EB1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1581.See file dsdata.txt to determine how the superseded data were derived. EB1581 EB1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2333859461(NAD 83) EB1581_MARKER: DE = TRAVERSE STATION DISK EB1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1581_SP_SET: CONCRETE POST EB1581_STAMPING: STEEN 1978 EB1581_MARK LOGO: NCGS EB1581_PROJECTION: FLUSH EB1581_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1581+STABILITY: SURFACE MOTION EB1581 EB1581 HISTORY - Date Condition Report By EB1581 HISTORY - 1978 MONUMENTED NCGS EB1581 HISTORY - 1978 GOOD NCGS EB1581 HISTORY - 19930921 GOOD NCGS EB1581 EB1581 STATION DESCRIPTION EB1581 EB1581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1581'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES EAST-SOUTHEAST OF EB1581'HAMLET AND 4.4 MILES NORTHWEST OF OLD HUNDRED. EB1581' EB1581'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 381 SOUTHEAST OF EB1581'HAMLET, PROCEED SOUTHEASTERLY ALONG US 74 FOR 1.5 MILES TO STATION ON EB1581'RIGHT ON WEST SLOPE OF CUT, 6 FEET HIGHER THAN ROAD SURFACE AND 0.1 EB1581'MILE EAST OF SR 1615 CROSSROADS. EB1581' EB1581'STATION MARK IS A STANDARD DISK STAMPED---STEEN 1978---SET IN TOP OF EB1581'A 9 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. EB1581'THE MARK IS 59.8 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST BOUND EB1581'LANES, 3.5 FEET WEST OF METAL WITNESS POST, 30.6 FEET NORTH OF A 6 EB1581'INCH LONG LEAF PINE, 12.7 FEET NORTHEAST OF AN 8 INCH LONG LEAF PINE EB1581'AND 44.3 FEET EAST OF AN 8 INCH LONG LEAF PINE ALL WITH REFERENCE EB1581'TAGS. EB1581 EB1581 STATION RECOVERY (1978) EB1581 EB1581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1581'2.9 MI SE FROM HAMLET. EB1581'1.5 MILES SOUTHEASTERLY ALONG U.S. 74 FROM JUNCTION WITH N.C. 381 EB1581'SOUTHEAST OF HAMLET, ON RIGHT, 6 FEET HIGHER THAN ROAD SURFACE, EB1581'ON WEST SLOPE OF CUT AND 0.1 MILE SOUTHEAST OF SR 1615 CROSSROADS, EB1581'59.8 FEET SOUTH-SOUTHWEST OF CENTERLINE EASTBOUND LANES, 3.5 FEET EB1581'WEST OF METAL WITNESS POST WITH REFERENCE TAG, 12.7 FEET NORTHEAST EB1581'OF 8 INCH PINE WITH REFERENCE TAG, 30.6 FEET NORTH OF 6 INCH PINE EB1581'WITH REFERENCE TAG AND 44.3 FEET EAST OF 8 INCH PINE WITH EB1581'REFERENCE TAG. EB1581 EB1581 STATION RECOVERY (1993) EB1581 EB1581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EB1581'RECOVERED AS DESCRIBED. LINES-OF-SIGHT ARE BLOCKED TO--SAND EB1581'SPURS--AND--BLUE--. MARK IS LOCATED 22.5 FT (6.9 M) NORTHEAST OF A EB1581'20-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1576 *********************************************************************** EB1576 DESIGNATION - SWAIL EB1576 PID - EB1576 EB1576 STATE/COUNTY- NC/RICHMOND EB1576 USGS QUAD - HAMLET (1982) EB1576 EB1576 *CURRENT SURVEY CONTROL EB1576 ___________________________________________________________________ EB1576* NAD 83(1986)- 34 53 06.18120(N) 079 41 45.60086(W) ADJUSTED EB1576* NAVD 88 - 97.013 (meters) 318.28 (feet) ADJUSTED EB1576 ___________________________________________________________________ EB1576 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EB1576 GEOID HEIGHT- -31.52 (meters) GEOID03 EB1576 DYNAMIC HT - 96.923 (meters) 317.99 (feet) COMP EB1576 MODELED GRAV- 979,703.5 (mgal) NAVD 88 EB1576 EB1576 HORZ ORDER - SECOND EB1576 VERT ORDER - SECOND CLASS I EB1576 EB1576.The North Carolina HARNS have been completed but, EB1576.due to contractual restrictions, coordinates for these stations EB1576.will NOT be published in the near future. In the interim, the EB1576.published coordinates in North Carolina will not be EB1576.consistent with the Continuously Operating Reference Stations EB1576.(CORS). The HARN coordinates for these stations are available EB1576.upon request. Contact Gary Thompson(919-733-3836). EB1576. EB1576.In addition, the published North Carolina positions EB1576.(NAD 83 (1986)) are NOT consistent with those determined in EB1576.adjacent state readjustments. The discontinuity between stations EB1576.located in North Carolina and those in adjacent states EB1576.which have been adjusted to the HARN may be as much as 5 EB1576.decimeters. This will result in a significant loss of accuracy EB1576.over lines crossing such state borders. EB1576 EB1576 EB1576.The horizontal coordinates were established by classical geodetic methods EB1576.and adjusted by the National Geodetic Survey in April 1991. EB1576 EB1576.The orthometric height was determined by differential leveling EB1576.and adjusted by the National Geodetic Survey in June 1991. EB1576 EB1576.The Laplace correction was computed from DEFLEC99 derived deflections. EB1576 EB1576.The geoid height was determined by GEOID03. EB1576 EB1576.The dynamic height is computed by dividing the NAVD 88 EB1576.geopotential number by the normal gravity value computed on the EB1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1576.degrees latitude (g = 980.6199 gals.). EB1576 EB1576.The modeled gravity was interpolated from observed gravity values. EB1576 EB1576; North East Units Scale Factor Converg. EB1576;SPC NC - 126,134.633 545,983.239 MT 0.99989295 -0 24 06.2 EB1576;SPC NC - 413,826.71 1,791,280.01 sFT 0.99989295 -0 24 06.2 EB1576;UTM 17 - 3,861,071.328 619,161.890 MT 0.99977501 +0 44 45.2 EB1576 EB1576! - Elev Factor x Scale Factor = Combined Factor EB1576!SPC NC - 0.99998972 x 0.99989295 = 0.99988267 EB1576!UTM 17 - 0.99998972 x 0.99977501 = 0.99976473 EB1576 EB1576 SUPERSEDED SURVEY CONTROL EB1576 EB1576 NGVD 29 (10/06/93) 97.283 (m) 319.17 (f) ADJUSTED 2 1 EB1576 EB1576.Superseded values are not recommended for survey control. EB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1576.See file dsdata.txt to determine how the superseded data were derived. EB1576 EB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1916261071(NAD 83) EB1576_MARKER: DE = TRAVERSE STATION DISK EB1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1576_SP_SET: CONCRETE POST EB1576_STAMPING: SWAIL 1978 EB1576_MARK LOGO: NCGS EB1576_PROJECTION: FLUSH EB1576_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1576+STABILITY: SURFACE MOTION EB1576 EB1576 HISTORY - Date Condition Report By EB1576 HISTORY - 1978 MONUMENTED NCGS EB1576 HISTORY - 1978 GOOD NCGS EB1576 EB1576 STATION DESCRIPTION EB1576 EB1576'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EB1576'THE STATION IS LOCATED IN HAMLET. EB1576' EB1576'THE STATION IS AT THE HAMLET AVENUE CROSSING OF THE SCL R/R ON EB1576'SOUTHEAST SIDE OF MAIN TRACKS AND NORTHWEST SIDE OF TWO SIDE TRACKS EB1576'AND 150 FEET WEST OF AND ACROSS HAMLET AVENUE FROM SWAILS SHOE STORE. EB1576' EB1576'STATION MARK IS A STANDARD DISK STAMPED---SWAIL 1978---SET IN TOP OF EB1576'A 9 INCH CONRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EB1576'MARK IS 28.2 FEET SOUTHWEST OF YELLOW PAINTED TRIANGLE ON CENTERLINE EB1576'OF HAMLET AVENUE, 9.0 FEET NORTHEAST OF CAST IRON SWITCHING BOX COVER EB1576'SETTING FLUSH WITH GROUND, 24.6 FEET NORTHWEST OF NORTHWEST RAIL OF EB1576'NORTHWEST SIDE TRACK, 93.2 FEET WEST-SOUTHWEST OF TELEGRAPH POLE WITH EB1576'SWITCH BOX AND ACROSS STREET WITH REFERENCE TAG AND 84.4 FEET EB1576'EAST-SOUTHEAST OF TELEGRAPH POLE WITH REFERENCE TAG. EB1576 EB1576 STATION RECOVERY (1978) EB1576 EB1576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EB1576'IN HAMLET. EB1576'STATION IS AT THE HAMLET AVENUE CROSSING OF SEABOARD COAST LINE EB1576'RAILROAD, ON SOUTHEAST SIDE OF MAIN TRACKS, 150 FEET WEST OF AND EB1576'ACROSS HAMLET AVENUE FROM SWAILS SHOE STORE, 28.2 FEET SOUTHWEST EB1576'OF CENTERLINE OF HAMLET AVENUE, 24.6 FEET NORTHWEST OF EB1576'NORTHWESTERNMOST RAIL OF TWO SIDE TRACKS ON SOUTHEAST SIDE OF MAIN EB1576'TRACKS, 9.0 FEET NORTHEAST OF CAST IRON SWITCH BOX COVER, 84.4 EB1576'FEET EAST-SOUTHEAST OF TELEGRAPH POLE WITH REFERENCE TAG AND 93.2 EB1576'FEET WEST-SOUTHWEST OF TELEGRAPH POLE WITH SWITCH BOX AND REFERENCE EB1576'TAG ACROSS HAMLET AVENUE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3689 *********************************************************************** EB3689 DESIGNATION - SWAMPY EB3689 PID - EB3689 EB3689 STATE/COUNTY- NC/RICHMOND EB3689 USGS QUAD - ROCKINGHAM (1982) EB3689 EB3689 *CURRENT SURVEY CONTROL EB3689 ___________________________________________________________________ EB3689* NAD 83(1986)- 34 53 09.32430(N) 079 48 44.46199(W) ADJUSTED EB3689* NAVD 88 - 68.298 (meters) 224.07 (feet) ADJUSTED EB3689 ___________________________________________________________________ EB3689 LAPLACE CORR- -3.76 (seconds) DEFLEC99 EB3689 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3689 DYNAMIC HT - 68.236 (meters) 223.87 (feet) COMP EB3689 MODELED GRAV- 979,728.3 (mgal) NAVD 88 EB3689 EB3689 HORZ ORDER - SECOND EB3689 VERT ORDER - SECOND CLASS II EB3689 EB3689.The North Carolina HARNS have been completed but, EB3689.due to contractual restrictions, coordinates for these stations EB3689.will NOT be published in the near future. In the interim, the EB3689.published coordinates in North Carolina will not be EB3689.consistent with the Continuously Operating Reference Stations EB3689.(CORS). The HARN coordinates for these stations are available EB3689.upon request. Contact Gary Thompson(919-733-3836). EB3689. EB3689.In addition, the published North Carolina positions EB3689.(NAD 83 (1986)) are NOT consistent with those determined in EB3689.adjacent state readjustments. The discontinuity between stations EB3689.located in North Carolina and those in adjacent states EB3689.which have been adjusted to the HARN may be as much as 5 EB3689.decimeters. This will result in a significant loss of accuracy EB3689.over lines crossing such state borders. EB3689 EB3689 EB3689.The horizontal coordinates were established by classical geodetic methods EB3689.and adjusted by the National Geodetic Survey in March 1990. EB3689 EB3689.The orthometric height was determined by differential leveling EB3689.and adjusted by the National Geodetic Survey in August 2000. EB3689.No vertical observational check was made to the station. EB3689 EB3689.The Laplace correction was computed from DEFLEC99 derived deflections. EB3689 EB3689.The geoid height was determined by GEOID03. EB3689 EB3689.The dynamic height is computed by dividing the NAVD 88 EB3689.geopotential number by the normal gravity value computed on the EB3689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB3689.degrees latitude (g = 980.6199 gals.). EB3689 EB3689.The modeled gravity was interpolated from observed gravity values. EB3689 EB3689; North East Units Scale Factor Converg. EB3689;SPC NC - 126,312.274 535,349.238 MT 0.99989285 -0 28 07.9 EB3689;SPC NC - 414,409.52 1,756,391.63 sFT 0.99989285 -0 28 07.9 EB3689;UTM 17 - 3,861,035.904 608,527.880 MT 0.99974516 +0 40 45.6 EB3689 EB3689! - Elev Factor x Scale Factor = Combined Factor EB3689!SPC NC - 0.99999417 x 0.99989285 = 0.99988702 EB3689!UTM 17 - 0.99999417 x 0.99974516 = 0.99973934 EB3689 EB3689 SUPERSEDED SURVEY CONTROL EB3689 EB3689 NGVD 29 (03/28/90) 68.6 (m) 225. (f) VERT ANG EB3689 EB3689.Superseded values are not recommended for survey control. EB3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3689.See file dsdata.txt to determine how the superseded data were derived. EB3689 EB3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0852861036(NAD 83) EB3689_MARKER: DE = TRAVERSE STATION DISK EB3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3689_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3689_STAMPING: SWAMPY 1977 EB3689_MARK LOGO: NGS EB3689_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3689+STABILITY: SURFACE MOTION EB3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB3689+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998 EB3689 EB3689 HISTORY - Date Condition Report By EB3689 HISTORY - 1977 MONUMENTED NCGS EB3689 HISTORY - 19980202 GOOD NCGS EB3689 EB3689 STATION DESCRIPTION EB3689 EB3689'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3689'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTH-SOUTHEAST OF EB3689'CORDOVA AND 4.3 MILES SOUTHWEST OF ROCKINGHAM. EB3689' EB3689'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3689'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3689'SOUTHWEST ALONG US 1 FOR 3.3 MILES TO STATION ON LEFT, BETWEEN THE EB3689'FIRST TWO REFLECTOR BOARDS, 0.1 MILE SOUTH OF SOLOMANS CREEK AND 0.25 EB3689'MILE NORTHEAST OF SR 1105 INTERSECTION. EB3689' EB3689'STATION MARK IS A STANDARD DISK STAMPED---SWAMPY 1977---, SET IN THE EB3689'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. EB3689'THE MARK IS 19.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF US 1, 31.3 EB3689'FEET WEST-NORTHWEST OF A 6 INCH PINE WITH REFERENCE TAG, 54.8 FEET EB3689'NORTH-NORTHWEST OF AN 8 INCH PINE WITH REFERENCE TAG, 38.1 FEET EB3689'WEST-SOUTHWEST OF A 6 INCH PINE WITH REFERENCE TAG AND 130.1 FEET EB3689'SOUTH-SOUTHWEST OF A 16 INCH PINE WITH REFERENCE TAG. EB3689 EB3689 STATION RECOVERY (1998) EB3689 EB3689'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EB3689'RECOVERED AS DESCRIBED. MARK IS NOW 5-INCHES BELOW GROUND--AND 55.5 FT EB3689'(16.9 M) NORTH-NORTHWEST OF A 20-INCH PINE, 58.4 FT (17.8 M) SOUTHWEST EB3689'OF A 12-INCH PINE AND 33.2 FT (10.1 M) WEST-NORTHWEST OF A 16-INCH EB3689'PINE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2858 *********************************************************************** EB2858 DESIGNATION - SWORD EB2858 PID - EB2858 EB2858 STATE/COUNTY- NC/RICHMOND EB2858 USGS QUAD - HAMLET (1982) EB2858 EB2858 *CURRENT SURVEY CONTROL EB2858 ___________________________________________________________________ EB2858* NAD 83(1986)- 34 55 40.09683(N) 079 39 25.10205(W) ADJUSTED EB2858* NAVD 88 - 132.9 (meters) 436. (feet) VERTCON EB2858 ___________________________________________________________________ EB2858 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB2858 GEOID HEIGHT- -31.57 (meters) GEOID03 EB2858 EB2858 HORZ ORDER - SECOND EB2858 EB2858.The North Carolina HARNS have been completed but, EB2858.due to contractual restrictions, coordinates for these stations EB2858.will NOT be published in the near future. In the interim, the EB2858.published coordinates in North Carolina will not be EB2858.consistent with the Continuously Operating Reference Stations EB2858.(CORS). The HARN coordinates for these stations are available EB2858.upon request. Contact Gary Thompson(919-733-3836). EB2858. EB2858.In addition, the published North Carolina positions EB2858.(NAD 83 (1986)) are NOT consistent with those determined in EB2858.adjacent state readjustments. The discontinuity between stations EB2858.located in North Carolina and those in adjacent states EB2858.which have been adjusted to the HARN may be as much as 5 EB2858.decimeters. This will result in a significant loss of accuracy EB2858.over lines crossing such state borders. EB2858 EB2858 EB2858.The horizontal coordinates were established by classical geodetic methods EB2858.and adjusted by the National Geodetic Survey in July 1986. EB2858 EB2858.The NAVD 88 height was computed by applying the VERTCON shift value to EB2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2858 EB2858.The Laplace correction was computed from DEFLEC99 derived deflections. EB2858 EB2858.The geoid height was determined by GEOID03. EB2858 EB2858; North East Units Scale Factor Converg. EB2858;SPC NC - 130,852.819 549,581.880 MT 0.99988848 -0 22 45.1 EB2858;SPC NC - 429,306.29 1,803,086.55 sFT 0.99988848 -0 22 45.1 EB2858;UTM 17 - 3,865,860.131 622,664.901 MT 0.99978545 +0 46 08.5 EB2858 EB2858! - Elev Factor x Scale Factor = Combined Factor EB2858!SPC NC - 0.99998409 x 0.99988848 = 0.99987257 EB2858!UTM 17 - 0.99998409 x 0.99978545 = 0.99976954 EB2858 EB2858: Primary Azimuth Mark Grid Az EB2858:SPC NC - SHARK 161 02 19.4 EB2858:UTM 17 - SHARK 159 53 25.8 EB2858 EB2858|---------------------------------------------------------------------| EB2858| PID Reference Object Distance Geod. Az | EB2858| dddmmss.s | EB2858| EB2866 SHARK 499.197 METERS 1603934.3 | EB2858|---------------------------------------------------------------------| EB2858 EB2858 SUPERSEDED SURVEY CONTROL EB2858 EB2858 NAD 27 - 34 55 39.53966(N) 079 39 25.90600(W) AD( ) 2 EB2858 NGVD 29 (07/19/86) 133.2 (m) 437. (f) VERT ANG EB2858 EB2858.Superseded values are not recommended for survey control. EB2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2858.See file dsdata.txt to determine how the superseded data were derived. EB2858 EB2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2266565860(NAD 83) EB2858_MARKER: DE = TRAVERSE STATION DISK EB2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2858_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2858_STAMPING: SWORD 1970 EB2858_MARK LOGO: NCGS EB2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2858+STABILITY: SURFACE MOTION EB2858 EB2858 HISTORY - Date Condition Report By EB2858 HISTORY - 1970 MONUMENTED NCGS EB2858 EB2858 STATION DESCRIPTION EB2858 EB2858'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2858'SWORD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2858'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2858' EB2858'SWORD IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF HAMLET AND EB2858'6.4 MILES ESE OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE EB2858'INTERSECTION OF SR 1624 AND NC 177 APPROXIMATELY 2.3 MILES EB2858'NORTHEAST OF HAMLET, GO NORTHEAST ON NC 177 FOR 1.05 MILE TO DIM EB2858'ROAD ON LEFT FOLLOWING POWER LINE, FOLLOW DIM ROAD FOR 0.4 MILE TO EB2858'STATION ON LEFT IN FRONT OF OLD ABANDONED BUILDING, AND 2.6 EB2858'MILES SOUTH OF INTERSECTION OF DIM ROAD AND US 1. EB2858' EB2858'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SWORD EB2858'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2858'FLUSH WITH THE SURFACE OF THE GROUND. EB2858' EB2858'MARK IS EB2858' EB2858'43.8 FEET SW OF ALUMINUM REF. TAG ON PP ON E SIDE OF DIRT PATH. EB2858'15.8 FEET WSW OF C/L OF DIRT PATH. EB2858'61.1 FEET W OF ALUMINUM REF. TAG ON 8 INCH PINE ON E SIDE OF DIRT EB2858'PATH. EB2858'27.0 FEET SE OF SE METEL LEG OF 4 LEGGED WATER TANK. EB2858'30.6 FEET E OF ALUMINUM REF. TAG ON TRIPLE TRUNK CEDAR IN FRONT EB2858'YARD OF ABANDONED HOUSE. EB2858'23.2 FEET NNW OF ALUMINUM REF. TAG ON CREPE MYRTLE TREE IN EB2858'FRONT YARD OF ABANDONED HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5813 *********************************************************************** EZ5813 DESIGNATION - TAVERN EZ5813 PID - EZ5813 EZ5813 STATE/COUNTY- NC/RICHMOND EZ5813 USGS QUAD - ELLERBE (1982) EZ5813 EZ5813 *CURRENT SURVEY CONTROL EZ5813 ___________________________________________________________________ EZ5813* NAD 83(1986)- 35 03 49.73441(N) 079 45 44.26306(W) ADJUSTED EZ5813* NAVD 88 - 157.5 (meters) 517. (feet) VERTCON EZ5813 ___________________________________________________________________ EZ5813 LAPLACE CORR- -4.32 (seconds) DEFLEC99 EZ5813 GEOID HEIGHT- -31.03 (meters) GEOID03 EZ5813 EZ5813 HORZ ORDER - SECOND EZ5813 EZ5813.The North Carolina HARNS have been completed but, EZ5813.due to contractual restrictions, coordinates for these stations EZ5813.will NOT be published in the near future. In the interim, the EZ5813.published coordinates in North Carolina will not be EZ5813.consistent with the Continuously Operating Reference Stations EZ5813.(CORS). The HARN coordinates for these stations are available EZ5813.upon request. Contact Gary Thompson(919-733-3836). EZ5813. EZ5813.In addition, the published North Carolina positions EZ5813.(NAD 83 (1986)) are NOT consistent with those determined in EZ5813.adjacent state readjustments. The discontinuity between stations EZ5813.located in North Carolina and those in adjacent states EZ5813.which have been adjusted to the HARN may be as much as 5 EZ5813.decimeters. This will result in a significant loss of accuracy EZ5813.over lines crossing such state borders. EZ5813 EZ5813 EZ5813.The horizontal coordinates were established by classical geodetic methods EZ5813.and adjusted by the National Geodetic Survey in March 1990. EZ5813 EZ5813.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5813 EZ5813.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5813 EZ5813.The geoid height was determined by GEOID03. EZ5813 EZ5813; North East Units Scale Factor Converg. EZ5813;SPC NC - 146,008.453 540,075.918 MT 0.99987794 -0 26 23.9 EZ5813;SPC NC - 479,029.40 1,771,899.07 sFT 0.99987794 -0 26 23.9 EZ5813;UTM 17 - 3,880,820.309 612,857.857 MT 0.99975697 +0 42 40.0 EZ5813 EZ5813! - Elev Factor x Scale Factor = Combined Factor EZ5813!SPC NC - 0.99998015 x 0.99987794 = 0.99985809 EZ5813!UTM 17 - 0.99998015 x 0.99975697 = 0.99973712 EZ5813 EZ5813 SUPERSEDED SURVEY CONTROL EZ5813 EZ5813 NGVD 29 (03/28/90) 157.8 (m) 518. (f) VERT ANG EZ5813 EZ5813.Superseded values are not recommended for survey control. EZ5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5813.See file dsdata.txt to determine how the superseded data were derived. EZ5813 EZ5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1285880820(NAD 83) EZ5813_MARKER: DE = TRAVERSE STATION DISK EZ5813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5813_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5813_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5813+STABILITY: SURFACE MOTION EZ5813 EZ5813 HISTORY - Date Condition Report By EZ5813 HISTORY - 1977 MONUMENTED NCGS EZ5813 EZ5813 STATION DESCRIPTION EZ5813 EZ5813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5813'THE STATION IS LOCATED IN ELLERBE AND 8.6 MILES NORTH OF ROCKINGHAM. EZ5813' EZ5813'TO REACH THE STATION FROM THE INTERSECTION OF US 220 (MAIN STREET) EZ5813'WITH SR 1309 (PAGE STREET) IN ELLERBE, PROCEED SOUTHERLY ALONG US 220 EZ5813'FOR 0.55 MILE TO CITY LIMIT SIGN AND STATION ON THE LEFT AT SOUTHWEST EZ5813'CORNER OF YARD OF GREEN CONCRETE BLOCK RESIDENCE AND ACROSS ROAD FROM EZ5813'220 TAVERN, 0.35 MILE SOUTH-SOUTHWEST OF SR 1450 (LEDBETTER STREET). EZ5813' EZ5813'STATION MARK IS A STANDARD DISK STAMPED---TAVERN 1977---SET IN THE TOP EZ5813'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5813'MARK IS 35.5 FEET EAST-SOUTHEAST OF CENTERLINE OF US 220, 22.3 FEET EZ5813'SOUTH-SOUTHWEST OF WATER METER COVER, 24.2 FEET WEST-SOUTHWEST OF EZ5813'POWER POLE WITH REFERENCE TAG, 59.0 FEET NORTH-NORTHWEST OF 8 INCH OAK EZ5813'WITH REFERENCE TAG, 70.2 FEET NORTH-NORTHEAST OF 8 INCH OAK WITH EZ5813'REFERENCE TAG AND 60.8 FEET SOUTHEAST OF FIRE HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5814 *********************************************************************** EZ5814 DESIGNATION - TENANT EZ5814 PID - EZ5814 EZ5814 STATE/COUNTY- NC/RICHMOND EZ5814 USGS QUAD - NORMAN (1983) EZ5814 EZ5814 *CURRENT SURVEY CONTROL EZ5814 ___________________________________________________________________ EZ5814* NAD 83(1986)- 35 09 02.82618(N) 079 42 02.68787(W) ADJUSTED EZ5814* NAVD 88 - 177.8 (meters) 583. (feet) VERTCON EZ5814 ___________________________________________________________________ EZ5814 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EZ5814 GEOID HEIGHT- -31.03 (meters) GEOID03 EZ5814 EZ5814 HORZ ORDER - SECOND EZ5814 EZ5814.The North Carolina HARNS have been completed but, EZ5814.due to contractual restrictions, coordinates for these stations EZ5814.will NOT be published in the near future. In the interim, the EZ5814.published coordinates in North Carolina will not be EZ5814.consistent with the Continuously Operating Reference Stations EZ5814.(CORS). The HARN coordinates for these stations are available EZ5814.upon request. Contact Gary Thompson(919-733-3836). EZ5814. EZ5814.In addition, the published North Carolina positions EZ5814.(NAD 83 (1986)) are NOT consistent with those determined in EZ5814.adjacent state readjustments. The discontinuity between stations EZ5814.located in North Carolina and those in adjacent states EZ5814.which have been adjusted to the HARN may be as much as 5 EZ5814.decimeters. This will result in a significant loss of accuracy EZ5814.over lines crossing such state borders. EZ5814 EZ5814 EZ5814.The horizontal coordinates were established by classical geodetic methods EZ5814.and adjusted by the National Geodetic Survey in March 1990. EZ5814 EZ5814.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5814 EZ5814.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5814 EZ5814.The geoid height was determined by GEOID03. EZ5814 EZ5814; North East Units Scale Factor Converg. EZ5814;SPC NC - 155,614.314 545,757.480 MT 0.99987414 -0 24 16.0 EZ5814;SPC NC - 510,544.63 1,790,539.33 sFT 0.99987414 -0 24 16.0 EZ5814;UTM 17 - 3,890,537.357 618,344.568 MT 0.99977260 +0 44 53.2 EZ5814 EZ5814! - Elev Factor x Scale Factor = Combined Factor EZ5814!SPC NC - 0.99997697 x 0.99987414 = 0.99985111 EZ5814!UTM 17 - 0.99997697 x 0.99977260 = 0.99974958 EZ5814 EZ5814 SUPERSEDED SURVEY CONTROL EZ5814 EZ5814 NGVD 29 (03/28/90) 178.0 (m) 584. (f) VERT ANG EZ5814 EZ5814.Superseded values are not recommended for survey control. EZ5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5814.See file dsdata.txt to determine how the superseded data were derived. EZ5814 EZ5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1834590537(NAD 83) EZ5814_MARKER: DE = TRAVERSE STATION DISK EZ5814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5814_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5814_STAMPING: TENANT 1977 EZ5814_MARK LOGO: NCGS EZ5814_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5814+STABILITY: SURFACE MOTION EZ5814 EZ5814 HISTORY - Date Condition Report By EZ5814 HISTORY - 1977 MONUMENTED NCGS EZ5814 HISTORY - 19931005 GOOD NCGS EZ5814 EZ5814 STATION DESCRIPTION EZ5814 EZ5814'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5814'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES SOUTHEAST OF NORMAN AND EZ5814'6.5 MILES NORTHEAST OF ELLERBE. EZ5814' EZ5814'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 IN EZ5814'PLAINVIEW, PROCEED NORTHEAST ALONG NC 73 FOR 1.2 MILES TO STATION ON EZ5814'THE LEFT, BY POWER POLE AND 0.4 MILE EAST OF Y INTERSECTION WITH EZ5814'SR 1461 (WEST END OF CALDONIA ROAD). EZ5814' EZ5814'STATION MARK IS A STANDARD DISK STAMPED---TENANT 1977---SET IN THE TOP EZ5814'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5814'MARK IS 28.5 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 73, 7.1 FEET EZ5814'SOUTH-SOUTHEAST OF POWER POLE 5585 WITH REFERENCE TAG, 90.9 FEET EZ5814'NORTHWEST OF TELEPHONE PEDESTAL POST ACROSS HIGHWAY AND WITH REFERENCE EZ5814'TAG, 90.5 FEET NORTHEAST OF 12 INCH PINE WITH REFERENCE TAG AND 52.1 EZ5814'FEET SOUTHWEST OF SOUTHWEST CORNER OF SMALL TENANT HOUSE. EZ5814 EZ5814 STATION RECOVERY (1993) EZ5814 EZ5814'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5814'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2140 *********************************************************************** EZ2140 DESIGNATION - TEXACO EZ2140 PID - EZ2140 EZ2140 STATE/COUNTY- NC/RICHMOND EZ2140 USGS QUAD - HOFFMAN (1982) EZ2140 EZ2140 *CURRENT SURVEY CONTROL EZ2140 ___________________________________________________________________ EZ2140* NAD 83(1986)- 35 02 02.99231(N) 079 32 40.64177(W) ADJUSTED EZ2140* NAVD 88 - 128.187 (meters) 420.56 (feet) ADJUSTED EZ2140 ___________________________________________________________________ EZ2140 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EZ2140 GEOID HEIGHT- -31.73 (meters) GEOID03 EZ2140 DYNAMIC HT - 128.068 (meters) 420.17 (feet) COMP EZ2140 MODELED GRAV- 979,706.0 (mgal) NAVD 88 EZ2140 EZ2140 HORZ ORDER - SECOND EZ2140 VERT ORDER - SECOND CLASS II EZ2140 EZ2140.The North Carolina HARNS have been completed but, EZ2140.due to contractual restrictions, coordinates for these stations EZ2140.will NOT be published in the near future. In the interim, the EZ2140.published coordinates in North Carolina will not be EZ2140.consistent with the Continuously Operating Reference Stations EZ2140.(CORS). The HARN coordinates for these stations are available EZ2140.upon request. Contact Gary Thompson(919-733-3836). EZ2140. EZ2140.In addition, the published North Carolina positions EZ2140.(NAD 83 (1986)) are NOT consistent with those determined in EZ2140.adjacent state readjustments. The discontinuity between stations EZ2140.located in North Carolina and those in adjacent states EZ2140.which have been adjusted to the HARN may be as much as 5 EZ2140.decimeters. This will result in a significant loss of accuracy EZ2140.over lines crossing such state borders. EZ2140 EZ2140 EZ2140.The horizontal coordinates were established by classical geodetic methods EZ2140.and adjusted by the National Geodetic Survey in July 1998. EZ2140 EZ2140.The orthometric height was determined by differential leveling EZ2140.and adjusted by the National Geodetic Survey in August 2000. EZ2140.No vertical observational check was made to the station. EZ2140 EZ2140.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2140 EZ2140.The geoid height was determined by GEOID03. EZ2140 EZ2140.The dynamic height is computed by dividing the NAVD 88 EZ2140.geopotential number by the normal gravity value computed on the EZ2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2140.degrees latitude (g = 980.6199 gals.). EZ2140 EZ2140.The modeled gravity was interpolated from observed gravity values. EZ2140 EZ2140; North East Units Scale Factor Converg. EZ2140;SPC NC - 142,588.737 559,910.508 MT 0.99987976 -0 18 51.6 EZ2140;SPC NC - 467,809.88 1,836,973.06 sFT 0.99987976 -0 18 51.6 EZ2140;UTM 17 - 3,877,799.826 632,755.271 MT 0.99981721 +0 50 08.2 EZ2140 EZ2140! - Elev Factor x Scale Factor = Combined Factor EZ2140!SPC NC - 0.99998486 x 0.99987976 = 0.99986462 EZ2140!UTM 17 - 0.99998486 x 0.99981721 = 0.99980207 EZ2140 EZ2140: Primary Azimuth Mark Grid Az EZ2140:SPC NC - SIGNALS 070 37 56.4 EZ2140:UTM 17 - SIGNALS 069 28 56.6 EZ2140 EZ2140|---------------------------------------------------------------------| EZ2140| PID Reference Object Distance Geod. Az | EZ2140| dddmmss.s | EZ2140| EZ2139 SIGNALS APPROX. 0.8 KM 0701904.8 | EZ2140|---------------------------------------------------------------------| EZ2140 EZ2140 SUPERSEDED SURVEY CONTROL EZ2140 EZ2140 NAD 83(1986)- 35 02 02.98145(N) 079 32 40.64449(W) AD( ) 2 EZ2140 NAD 27 - 35 02 02.43113(N) 079 32 41.48659(W) AD( ) 2 EZ2140 NAVD 88 (06/15/91) 128.213 (m) 420.65 (f) UNKNOWN 1 2 EZ2140 NGVD 29 (10/06/93) 128.464 (m) 421.47 (f) ADJUSTED 1 2 EZ2140 EZ2140.Superseded values are not recommended for survey control. EZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2140.See file dsdata.txt to determine how the superseded data were derived. EZ2140 EZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3275577800(NAD 83) EZ2140_MARKER: DH = HORIZONTAL CONTROL DISK EZ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2140_SP_SET: CONCRETE POST EZ2140_STAMPING: TEXACO 1972 EZ2140_MARK LOGO: NCGS EZ2140_PROJECTION: FLUSH EZ2140_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2140+STABILITY: SURFACE MOTION EZ2140 EZ2140 HISTORY - Date Condition Report By EZ2140 HISTORY - 1972 MONUMENTED NCGS EZ2140 HISTORY - 1980 GOOD NCGS EZ2140 HISTORY - 1980 GOOD NCGS EZ2140 HISTORY - 19930927 GOOD NCGS EZ2140 HISTORY - 19950927 GOOD NCGS EZ2140 HISTORY - 19990610 POOR NCGS EZ2140 EZ2140 STATION DESCRIPTION EZ2140 EZ2140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2140'TEXACO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2140'VICINITY OF HOFFMAN, NORTH CAROLINA. EZ2140' EZ2140'TEXACO IS LOCATED IN HOFFMAN AND 14.4 MILES NORTHEAST OF ROCKINGHAM. EZ2140'TO REACH STATION FROM THE INTERSECTION OF US 1 AND SR 1004 NORTHEAST EZ2140'OF HOFFMAN, PROCEED NORTHEAST ALONG US 1 FOR 0.05 MILE TO STATION EZ2140'ON LEFT ACROSS DRAINAGE DITCH AND AT THE EAST EDGE OF A LARGE EZ2140'CLEARED FIELD, AND APPROXIMATELY 25 FEET NORTHWEST OF SEABOARD EZ2140'COAST LINE RR. EZ2140' EZ2140'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TEXACO EZ2140'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 EZ2140'INCHES ABOVE THE GROUND. EZ2140' EZ2140'MARK IS EZ2140'24.8 FEET NW OF C/L OF US 1. EZ2140'82.9 FEET NE OF CENTER OF WEST MOST END OF CONCRETE DRAIN, EZ2140'W/HEADWALL UNDER US 1. EZ2140'3.2 FEET SW OF PP NO. 5001 WITH ALUMINUM REF. TAG. EZ2140'70.9 FEET N OF CENTER OF WEST MOST END OF CONCRETE EZ2140'DRAIN PIPE UNDER RR. EZ2140'APPROX. 3.0 FEET S OF PROJECTION OF S RAIL OF EZ2140'MAIN TRACK (E). EZ2140 EZ2140 STATION RECOVERY (1980) EZ2140 EZ2140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ2140'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2140 EZ2140 STATION RECOVERY (1980) EZ2140 EZ2140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ2140'IN HOFFMAN. EZ2140'0.05 MILE NORTHEAST ALONG U.S. 1 FROM INTERSECTION WITH SR 1004 EZ2140'-BOSTICK ROAD-IN HOFFMAN, ON NORTHWEST SIDE OF HIGHWAY AT POWER POLE EZ2140'5001 AND ABOUT 0.1 MILE NORTHEAST OF TEXACO SERVICE SIGN, 24.8 FEET EZ2140'NORTHWEST OF CENTERLINE OF HIGHWAY, 82.9 FEET NORTHEAST OF NORTHWEST EZ2140'END OF CULVERT UNDER HIGHWAY, 3.2 FEET SOUTHWEST OF POWER POLE WITH EZ2140'REFERENCE TAG AND 70.9 FEET NORTH OF NORTHWEST END OF CULVERT UNDER EZ2140'RAILROAD. EZ2140'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ2140 EZ2140 STATION RECOVERY (1993) EZ2140 EZ2140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ2140'RECOVERED AS DESCRIBED. MARK IS FLUSH WITH GROUND. LOCATED 5.0 FT EZ2140'(1.5 M) SOUTHWEST OF A POWER POLE, AND 40.6 FT (12.4 M) SOUTHEAST OF A EZ2140'12-INCH PINE--BOTH WITH REFERENCE TAGS. EZ2140 EZ2140 STATION RECOVERY (1995) EZ2140 EZ2140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ2140'STATION IS LOCATED IN HOFFMAN AND 14.4 MI (23.2 KM) NORTHEAST OF EZ2140'ROCKINGHAM. ALONG US 1 FOR 0.05 MI (0.08 KM) NORTHEAST FROM SR 1004 EZ2140'(BOSTICK ROAD) AT POWER POLE 5001 AND ABOUT 0.1 MI (0.2 KM) NORTHEAST EZ2140'OF AN OLD CINDER BLOCK STORE. MARK IS FLUSH WITH THE GROUND. LOCATED EZ2140'24.8 FT (7.6 M) NORTHWEST OF THE CENTERLINE OF US 1, 70.0 FT (21.3 M) EZ2140'NORTH OF THE NORTHWEST END OF A RAILROAD CULVERT, 97.3 FT (29.7 M) EZ2140'NORTHEAST OF THE SOUTH END OF A HIGHWAY CULVERT, 84.0 FT (25.6 M) EZ2140'EAST-NORTHEAST OF A 4 FEET (1.2 M) BY 4 FEET (1.2 M) STORM DRAIN EZ2140'COVER,--AND 2.0 FT (0.6 M) SOUTHWEST OF THE POWER POLE, AND 40.6 FT EZ2140'(12.4 M) SOUTHEAST OF A 12-INCH PINE--BOTH WITH REFERENCE TAGS. EZ2140 EZ2140 STATION RECOVERY (1999) EZ2140 EZ2140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2140'STATION MARK HAS BEEN DAMAGED AND IS SLIGHTLY TILTED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5815 *********************************************************************** EZ5815 DESIGNATION - TOMRICH EZ5815 PID - EZ5815 EZ5815 STATE/COUNTY- NC/RICHMOND EZ5815 USGS QUAD - HOFFMAN (1982) EZ5815 EZ5815 *CURRENT SURVEY CONTROL EZ5815 ___________________________________________________________________ EZ5815* NAD 83(1986)- 35 06 09.32746(N) 079 36 08.24659(W) ADJUSTED EZ5815* NAVD 88 - 136.347 (meters) 447.33 (feet) ADJUSTED EZ5815 ___________________________________________________________________ EZ5815 LAPLACE CORR- -4.20 (seconds) DEFLEC99 EZ5815 GEOID HEIGHT- -31.39 (meters) GEOID03 EZ5815 DYNAMIC HT - 136.223 (meters) 446.93 (feet) COMP EZ5815 MODELED GRAV- 979,720.5 (mgal) NAVD 88 EZ5815 EZ5815 HORZ ORDER - SECOND EZ5815 VERT ORDER - SECOND CLASS II EZ5815 EZ5815.The North Carolina HARNS have been completed but, EZ5815.due to contractual restrictions, coordinates for these stations EZ5815.will NOT be published in the near future. In the interim, the EZ5815.published coordinates in North Carolina will not be EZ5815.consistent with the Continuously Operating Reference Stations EZ5815.(CORS). The HARN coordinates for these stations are available EZ5815.upon request. Contact Gary Thompson(919-733-3836). EZ5815. EZ5815.In addition, the published North Carolina positions EZ5815.(NAD 83 (1986)) are NOT consistent with those determined in EZ5815.adjacent state readjustments. The discontinuity between stations EZ5815.located in North Carolina and those in adjacent states EZ5815.which have been adjusted to the HARN may be as much as 5 EZ5815.decimeters. This will result in a significant loss of accuracy EZ5815.over lines crossing such state borders. EZ5815 EZ5815 EZ5815.The horizontal coordinates were established by classical geodetic methods EZ5815.and adjusted by the National Geodetic Survey in July 1998. EZ5815 EZ5815.The orthometric height was determined by differential leveling EZ5815.and adjusted by the National Geodetic Survey in August 2000. EZ5815 EZ5815.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5815 EZ5815.The geoid height was determined by GEOID03. EZ5815 EZ5815.The dynamic height is computed by dividing the NAVD 88 EZ5815.geopotential number by the normal gravity value computed on the EZ5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5815.degrees latitude (g = 980.6199 gals.). EZ5815 EZ5815.The modeled gravity was interpolated from observed gravity values. EZ5815 EZ5815; North East Units Scale Factor Converg. EZ5815;SPC NC - 150,209.418 554,695.063 MT 0.99987596 -0 20 51.4 EZ5815;SPC NC - 492,812.07 1,819,862.05 sFT 0.99987596 -0 20 51.4 EZ5815;UTM 17 - 3,885,313.710 627,388.207 MT 0.99980000 +0 48 13.9 EZ5815 EZ5815! - Elev Factor x Scale Factor = Combined Factor EZ5815!SPC NC - 0.99998353 x 0.99987596 = 0.99985949 EZ5815!UTM 17 - 0.99998353 x 0.99980000 = 0.99978353 EZ5815 EZ5815 SUPERSEDED SURVEY CONTROL EZ5815 EZ5815 NAD 83(1986)- 35 06 09.31685(N) 079 36 08.25039(W) AD( ) 2 EZ5815 NGVD 29 (03/28/90) 136.6 (m) 448. (f) VERT ANG EZ5815 EZ5815.Superseded values are not recommended for survey control. EZ5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5815.See file dsdata.txt to determine how the superseded data were derived. EZ5815 EZ5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2738885314(NAD 83) EZ5815_MARKER: DE = TRAVERSE STATION DISK EZ5815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5815_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5815_STAMPING: TOMRICH 1977 EZ5815_MARK LOGO: NCGS EZ5815_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5815+STABILITY: SURFACE MOTION EZ5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5815+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998 EZ5815 EZ5815 HISTORY - Date Condition Report By EZ5815 HISTORY - 1977 MONUMENTED NCGS EZ5815 HISTORY - 19930721 GOOD NCGS EZ5815 HISTORY - 19980317 GOOD NCGS EZ5815 EZ5815 STATION DESCRIPTION EZ5815 EZ5815'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5815'THE STATION IS LOCATED ON THE NORTH SIDE OF THE SANDHILLS GAME LAND EZ5815'AND APPROXIMATELY 5.7 MILES NORTH-NORTHWEST OF HOFFMAN. EZ5815' EZ5815'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED EZ5815'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING EZ5815'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS EZ5815'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 6.45 MILES TO STATION ON EZ5815'LEFT, IN YARD OF T. RICHARDS WHITE FRAME HOUSE ON OUTSIDE OF CURVE AND EZ5815'0.3 MILE SOUTHEAST OF SR 1472 CROSSROAD. EZ5815' EZ5815'STATION MARK IS A STANDARD DISK STAMPED---TOMRICH 1977---, SET IN THE EZ5815'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5815'THE MARK IS 24.4 FEET SOUTHWEST OF THE CENTERLINE OF SR 1003, 16.7 EZ5815'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF DRIVEWAY, 37.5 FEET EZ5815'NORTH-NORTHWEST OF A 24 INCH CHINABERRY WITH REFERENCE TAG, 105.3 FEET EZ5815'SOUTHEAST OF SERVICE POLE 6-134B WITH REFERENCE TAG, 60.1 FEET EZ5815'EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE AND 117.6 FEET SOUTH OF EZ5815'TELEPHONE PEDESTAL POST WITH REFERENCE TAG. EZ5815 EZ5815 STATION RECOVERY (1993) EZ5815 EZ5815'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5815'RECOVERED AS DESCRIBED. EZ5815 EZ5815 STATION RECOVERY (1998) EZ5815 EZ5815'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ5815'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS NOW EZ5815'RECESSED 3-INCHES. CHINABERRY TREE REFERENCE IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2965 *********************************************************************** EB2965 DESIGNATION - TOWEL EB2965 PID - EB2965 EB2965 STATE/COUNTY- NC/RICHMOND EB2965 USGS QUAD - ROCKINGHAM (1982) EB2965 EB2965 *CURRENT SURVEY CONTROL EB2965 ___________________________________________________________________ EB2965* NAD 83(1986)- 34 54 05.37006(N) 079 47 54.81278(W) ADJUSTED EB2965* NAVD 88 - 90.3 (meters) 296. (feet) VERTCON EB2965 ___________________________________________________________________ EB2965 LAPLACE CORR- -4.01 (seconds) DEFLEC99 EB2965 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2965 EB2965 HORZ ORDER - SECOND EB2965 EB2965.The North Carolina HARNS have been completed but, EB2965.due to contractual restrictions, coordinates for these stations EB2965.will NOT be published in the near future. In the interim, the EB2965.published coordinates in North Carolina will not be EB2965.consistent with the Continuously Operating Reference Stations EB2965.(CORS). The HARN coordinates for these stations are available EB2965.upon request. Contact Gary Thompson(919-733-3836). EB2965. EB2965.In addition, the published North Carolina positions EB2965.(NAD 83 (1986)) are NOT consistent with those determined in EB2965.adjacent state readjustments. The discontinuity between stations EB2965.located in North Carolina and those in adjacent states EB2965.which have been adjusted to the HARN may be as much as 5 EB2965.decimeters. This will result in a significant loss of accuracy EB2965.over lines crossing such state borders. EB2965 EB2965 EB2965.The horizontal coordinates were established by classical geodetic methods EB2965.and adjusted by the National Geodetic Survey in July 1986. EB2965 EB2965.The NAVD 88 height was computed by applying the VERTCON shift value to EB2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2965 EB2965.The Laplace correction was computed from DEFLEC99 derived deflections. EB2965 EB2965.The geoid height was determined by GEOID03. EB2965 EB2965; North East Units Scale Factor Converg. EB2965;SPC NC - 128,028.926 536,623.694 MT 0.99989117 -0 27 39.3 EB2965;SPC NC - 420,041.57 1,760,572.90 sFT 0.99989117 -0 27 39.3 EB2965;UTM 17 - 3,862,777.498 609,767.498 MT 0.99974850 +0 41 15.0 EB2965 EB2965! - Elev Factor x Scale Factor = Combined Factor EB2965!SPC NC - 0.99999071 x 0.99989117 = 0.99988189 EB2965!UTM 17 - 0.99999071 x 0.99974850 = 0.99973922 EB2965 EB2965: Primary Azimuth Mark Grid Az EB2965:SPC NC - WEBB 284 17 33.1 EB2965:UTM 17 - WEBB 283 08 38.8 EB2965 EB2965|---------------------------------------------------------------------| EB2965| PID Reference Object Distance Geod. Az | EB2965| dddmmss.s | EB2965| EB2959 LANE APPROX. 0.5 KM 1185226.9 | EB2965| EB2982 WEBB APPROX. 0.7 KM 2834953.8 | EB2965|---------------------------------------------------------------------| EB2965 EB2965 SUPERSEDED SURVEY CONTROL EB2965 EB2965 NAD 27 - 34 54 04.80801(N) 079 47 55.61090(W) AD( ) 2 EB2965 NGVD 29 (07/19/86) 90.6 (m) 297. (f) VERT ANG EB2965 EB2965.Superseded values are not recommended for survey control. EB2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2965.See file dsdata.txt to determine how the superseded data were derived. EB2965 EB2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0976762777(NAD 83) EB2965_MARKER: DE = TRAVERSE STATION DISK EB2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2965_STAMPING: TOWEL 1970 EB2965_MARK LOGO: NCGS EB2965_MAGNETIC: N = NO MAGNETIC MATERIAL EB2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2965+STABILITY: SURFACE MOTION EB2965 EB2965 HISTORY - Date Condition Report By EB2965 HISTORY - 1970 MONUMENTED NCGS EB2965 HISTORY - 1977 POOR NCGS EB2965 EB2965 STATION DESCRIPTION EB2965 EB2965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2965'TOWEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2965'VICINITY OF HAMLET, NORTH CAROLINA. EB2965' EB2965'TOWEL IS LOCATED APPROXIMATELY 3.0 MILES SSW OF ROCKINGHAM AND 1.9 EB2965'MILES ESE OF CORDOVA. TO REACH STATION PROCEED FROM THE EB2965'INTERSECTION OF SR 1108 AND SR 1971 IN THE MIZBE SECTION OF EB2965'ROCKINGHAM NEAR THE CHAPEL JR. HIGH SCHOOL, GO WEST ON EB2965'SR 1108 FOR 0.8 MILE TO STATION ON RIGHT, IN MIDDLE OF LAST CURVE EB2965'BEFORE COMING TO US 1, AND 0.15 MILE EAST OF INTERSECTION OF SR EB2965'1108 AND US 1. EB2965' EB2965'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TOWEL EB2965'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2965'FLUSH WITH THE SURFACE OF THE GROUND. EB2965' EB2965'MARK IS EB2965' EB2965'28.2 FEET NNE OF C/L OF SR 1108. EB2965'58.2 FEET NW OF ALUMINUM REF. TAG ON POST OF STOP AHEAD SIGN. EB2965'76.2 FEET ESE OF ALUMINUM REF. TAG ON PP. EB2965'75.9 FEET ENE OF TOP OF E END OF 14 INCH CULVERT UNDER DRIVE. EB2965'137.9 FEET NE OF ALUMINUM REF. TAG ON SERVICE PP. EB2965 EB2965 STATION RECOVERY (1977) EB2965 EB2965'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2965'THE STATION WAS RECOVERED IN POOR CONDITION. THE DISK HAS BEEN EB2965'REMOVED, BUT THE STEM IS STILL INTACT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5816 *********************************************************************** EZ5816 DESIGNATION - TRASH EZ5816 PID - EZ5816 EZ5816 STATE/COUNTY- NC/RICHMOND EZ5816 USGS QUAD - NORMAN (1983) EZ5816 EZ5816 *CURRENT SURVEY CONTROL EZ5816 ___________________________________________________________________ EZ5816* NAD 83(1986)- 35 09 30.02177(N) 079 43 01.64147(W) ADJUSTED EZ5816* NAVD 88 - 183.4 (meters) 602. (feet) VERTCON EZ5816 ___________________________________________________________________ EZ5816 LAPLACE CORR- -4.01 (seconds) DEFLEC99 EZ5816 GEOID HEIGHT- -30.98 (meters) GEOID03 EZ5816 EZ5816 HORZ ORDER - SECOND EZ5816 EZ5816.The North Carolina HARNS have been completed but, EZ5816.due to contractual restrictions, coordinates for these stations EZ5816.will NOT be published in the near future. In the interim, the EZ5816.published coordinates in North Carolina will not be EZ5816.consistent with the Continuously Operating Reference Stations EZ5816.(CORS). The HARN coordinates for these stations are available EZ5816.upon request. Contact Gary Thompson(919-733-3836). EZ5816. EZ5816.In addition, the published North Carolina positions EZ5816.(NAD 83 (1986)) are NOT consistent with those determined in EZ5816.adjacent state readjustments. The discontinuity between stations EZ5816.located in North Carolina and those in adjacent states EZ5816.which have been adjusted to the HARN may be as much as 5 EZ5816.decimeters. This will result in a significant loss of accuracy EZ5816.over lines crossing such state borders. EZ5816 EZ5816 EZ5816.The horizontal coordinates were established by classical geodetic methods EZ5816.and adjusted by the National Geodetic Survey in March 1990. EZ5816 EZ5816.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5816 EZ5816.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5816 EZ5816.The geoid height was determined by GEOID03. EZ5816 EZ5816; North East Units Scale Factor Converg. EZ5816;SPC NC - 156,462.945 544,271.572 MT 0.99987391 -0 24 50.0 EZ5816;SPC NC - 513,328.85 1,785,664.32 sFT 0.99987391 -0 24 50.0 EZ5816;UTM 17 - 3,891,355.841 616,842.045 MT 0.99976825 +0 44 19.7 EZ5816 EZ5816! - Elev Factor x Scale Factor = Combined Factor EZ5816!SPC NC - 0.99997607 x 0.99987391 = 0.99984999 EZ5816!UTM 17 - 0.99997607 x 0.99976825 = 0.99974433 EZ5816 EZ5816 SUPERSEDED SURVEY CONTROL EZ5816 EZ5816 NGVD 29 (03/28/90) 183.7 (m) 603. (f) VERT ANG EZ5816 EZ5816.Superseded values are not recommended for survey control. EZ5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5816.See file dsdata.txt to determine how the superseded data were derived. EZ5816 EZ5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1684291356(NAD 83) EZ5816_MARKER: DE = TRAVERSE STATION DISK EZ5816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5816_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5816_STAMPING: TRASH 1977 EZ5816_MARK LOGO: NCGS EZ5816_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5816+STABILITY: SURFACE MOTION EZ5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5816+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993 EZ5816 EZ5816 HISTORY - Date Condition Report By EZ5816 HISTORY - 1977 MONUMENTED NCGS EZ5816 HISTORY - 19931021 SEE DESCRIPTION NCGS EZ5816 EZ5816 STATION DESCRIPTION EZ5816 EZ5816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5816'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE SOUTH-SOUTHEAST OF EZ5816'NORMAN AND 6.6 MILES NORTHEAST OF ELLERBE. EZ5816' EZ5816'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH SR 1321 EZ5816'(MOORE STREET) IN NORMAN, PROCEED SOUTHERLY ALONG US 220 FOR 0.95 MILE EZ5816'TO STATION ON THE LEFT, AT SOUTHWEST CORNER OF A PEACH ORCHARD AND A EZ5816'RURAL TRASH COLLECTION SITE AND 0.9 MILE NORTH OF INTERSECTION WITH EZ5816'NC 73 (PLAINVIEW). EZ5816' EZ5816'STATION MARK IS A STANDARD DISK STAMPED---TRASH 1977---SET IN THE TOP EZ5816'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5816'MARK IS 80.5 FEET EAST OF CENTERLINE OF US 220, 64.9 FEET NORTH OF EZ5816'CENTERLINE OF DIRT ROAD EAST, 12.2 FEET NORTHWEST OF 4 INCH SOUTHWEST EZ5816'CORNER PEACH TREE, 25.4 FEET SOUTH-SOUTHWEST OF 4 INCH PEACH TREE EZ5816'(THIRD TREE NORTH OF CORNER), 32.9 FEET NORTH-NORTHEAST OF TELEPHONE EZ5816'POLE WITH REFERENCE TAG AND 234.1 FEET SOUTH OF TELEPHONE POLE WITH EZ5816'REFERENCE TAG. EZ5816 EZ5816 STATION RECOVERY (1993) EZ5816 EZ5816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS) EZ5816'STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2886 *********************************************************************** EB2886 DESIGNATION - TROUT EB2886 PID - EB2886 EB2886 STATE/COUNTY- NC/RICHMOND EB2886 USGS QUAD - HAMLET (1982) EB2886 EB2886 *CURRENT SURVEY CONTROL EB2886 ___________________________________________________________________ EB2886* NAD 83(1986)- 34 57 08.58617(N) 079 40 02.61531(W) ADJUSTED EB2886* NAVD 88 - 119.4 (meters) 392. (feet) VERTCON EB2886 ___________________________________________________________________ EB2886 LAPLACE CORR- -5.00 (seconds) DEFLEC99 EB2886 GEOID HEIGHT- -31.49 (meters) GEOID03 EB2886 EB2886 HORZ ORDER - SECOND EB2886 EB2886.The North Carolina HARNS have been completed but, EB2886.due to contractual restrictions, coordinates for these stations EB2886.will NOT be published in the near future. In the interim, the EB2886.published coordinates in North Carolina will not be EB2886.consistent with the Continuously Operating Reference Stations EB2886.(CORS). The HARN coordinates for these stations are available EB2886.upon request. Contact Gary Thompson(919-733-3836). EB2886. EB2886.In addition, the published North Carolina positions EB2886.(NAD 83 (1986)) are NOT consistent with those determined in EB2886.adjacent state readjustments. The discontinuity between stations EB2886.located in North Carolina and those in adjacent states EB2886.which have been adjusted to the HARN may be as much as 5 EB2886.decimeters. This will result in a significant loss of accuracy EB2886.over lines crossing such state borders. EB2886 EB2886 EB2886.The horizontal coordinates were established by classical geodetic methods EB2886.and adjusted by the National Geodetic Survey in July 1986. EB2886 EB2886.The NAVD 88 height was computed by applying the VERTCON shift value to EB2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2886 EB2886.The Laplace correction was computed from DEFLEC99 derived deflections. EB2886 EB2886.The geoid height was determined by GEOID03. EB2886 EB2886; North East Units Scale Factor Converg. EB2886;SPC NC - 133,585.734 548,648.249 MT 0.99988616 -0 23 06.7 EB2886;SPC NC - 438,272.53 1,800,023.46 sFT 0.99988616 -0 23 06.7 EB2886;UTM 17 - 3,868,573.503 621,676.782 MT 0.99978247 +0 45 48.7 EB2886 EB2886! - Elev Factor x Scale Factor = Combined Factor EB2886!SPC NC - 0.99998620 x 0.99988616 = 0.99987236 EB2886!UTM 17 - 0.99998620 x 0.99978247 = 0.99976867 EB2886 EB2886: Primary Azimuth Mark Grid Az EB2886:SPC NC - PIKE 161 03 29.0 EB2886:UTM 17 - PIKE 159 54 33.6 EB2886 EB2886|---------------------------------------------------------------------| EB2886| PID Reference Object Distance Geod. Az | EB2886| dddmmss.s | EB2886| EB2862 PIKE APPROX. 1.1 KM 1604022.3 | EB2886| EB2876 RAINBOW 254.639 METERS 34327 | EB2886|---------------------------------------------------------------------| EB2886 EB2886 SUPERSEDED SURVEY CONTROL EB2886 EB2886 NAD 27 - 34 57 08.03136(N) 079 40 03.42080(W) AD( ) 2 EB2886 NGVD 29 (07/19/86) 119.7 (m) 393. (f) VERT ANG EB2886 EB2886.Superseded values are not recommended for survey control. EB2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2886.See file dsdata.txt to determine how the superseded data were derived. EB2886 EB2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2167768574(NAD 83) EB2886_MARKER: DE = TRAVERSE STATION DISK EB2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2886_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2886_STAMPING: TROUT 1970 EB2886_MARK LOGO: NCGS EB2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2886+STABILITY: SURFACE MOTION EB2886 EB2886 HISTORY - Date Condition Report By EB2886 HISTORY - 1970 MONUMENTED NCGS EB2886 EB2886 STATION DESCRIPTION EB2886 EB2886'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2886'TROUT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2886'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2886' EB2886'TROUT IS LOCATED APPROXIMATELY 4.3 MILES NNE OF HAMLET AND 5.9 MILES EB2886'EAST OF ROCKINGHAM. TO REACH STATION PROCEED FROM THE INTERSECTION EB2886'OF SR 1475 (ROAD TO MCDONALDS CHURCH) AND US 1 APPROXIMATELY 5.0 EB2886'MILES EAST OF ROCKINGHAM, GO EAST ON US 1 FOR 0.9 MILE TO DIM ROAD ON EB2886'RIGHT FOLLOWING POWER LINE, GO SOUTH ON DIM ROAD FOR 0.8 MILE TO EB2886'STATION ON RIGHT, IN SOUTHWEST CORNER OF INTERSECTION OF DIM ROADS EB2886'NEAR A POWER POLE, AND 2.2 MILES NORTH OF DIM ROAD AND NC 177. EB2886' EB2886'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TROUT EB2886'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB2886'INCHES ABOVE THE SURFACE OF THE GROUND. EB2886' EB2886'MARK IS EB2886' EB2886'35.7 FEET N OF ALUMINUM REF. TAG ON PP ON W SIDE OF DIRT PATH. EB2886'30.8 FEET ESE OF ALUMINUM REF. TAG ON 4 INCH OAK ON W SIDE OF DIRT EB2886'PATH (WITH DOUBLE TRUNK TOP). EB2886'26.1 FEET W OF C/L OF DIRT PATH. EB2886'61.8 FEET WNW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE ON E SIDE EB2886'OF DIRT PATH. EB2886'49.5 FEET W OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON E SIDE EB2886'OF DIRT PATH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9806 *********************************************************************** AG9806 DESIGNATION - TT 9 HF AG9806 PID - AG9806 AG9806 STATE/COUNTY- NC/RICHMOND AG9806 USGS QUAD - HOFFMAN (1982) AG9806 AG9806 *CURRENT SURVEY CONTROL AG9806 ___________________________________________________________________ AG9806* NAD 83(1986)- 35 00 58.24190(N) 079 32 39.76479(W) ADJUSTED AG9806* NAVD 88 - 105.3 (meters) 345. (feet) VERT ANG AG9806 ___________________________________________________________________ AG9806 LAPLACE CORR- -4.74 (seconds) DEFLEC99 AG9806 GEOID HEIGHT- -31.76 (meters) GEOID03 AG9806 AG9806 HORZ ORDER - THIRD AG9806 AG9806.The North Carolina HARNS have been completed but, AG9806.due to contractual restrictions, coordinates for these stations AG9806.will NOT be published in the near future. In the interim, the AG9806.published coordinates in North Carolina will not be AG9806.consistent with the Continuously Operating Reference Stations AG9806.(CORS). The HARN coordinates for these stations are available AG9806.upon request. Contact Gary Thompson(919-733-3836). AG9806. AG9806.In addition, the published North Carolina positions AG9806.(NAD 83 (1986)) are NOT consistent with those determined in AG9806.adjacent state readjustments. The discontinuity between stations AG9806.located in North Carolina and those in adjacent states AG9806.which have been adjusted to the HARN may be as much as 5 AG9806.decimeters. This will result in a significant loss of accuracy AG9806.over lines crossing such state borders. AG9806 AG9806 AG9806.The horizontal coordinates were established by classical geodetic methods AG9806.and adjusted by the National Geodetic Survey in July 1998. AG9806 AG9806.The orthometric height was determined by vertical angle observations. AG9806 AG9806.The Laplace correction was computed from DEFLEC99 derived deflections. AG9806 AG9806.The geoid height was determined by GEOID03. AG9806 AG9806; North East Units Scale Factor Converg. AG9806;SPC NC - 140,593.474 559,921.793 MT 0.99988100 -0 18 51.1 AG9806;SPC NC - 461,263.76 1,837,010.08 sFT 0.99988100 -0 18 51.1 AG9806;UTM 17 - 3,875,805.316 632,806.587 MT 0.99981738 +0 50 07.3 AG9806 AG9806! - Elev Factor x Scale Factor = Combined Factor AG9806!SPC NC - 0.99998846 x 0.99988100 = 0.99986946 AG9806!UTM 17 - 0.99998846 x 0.99981738 = 0.99980584 AG9806 AG9806 SUPERSEDED SURVEY CONTROL AG9806 AG9806.No superseded survey control is available for this station. AG9806 AG9806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3280775805(NAD 83) AG9806_MARKER: DB = BENCH MARK DISK AG9806_SETTING: 0 = UNSPECIFIED SETTING AG9806_STAMPING: TT 9 HF 1949 AG9806_MARK LOGO: USGS AG9806_MAGNETIC: N = NO MAGNETIC MATERIAL AG9806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9806+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993 AG9806 AG9806 HISTORY - Date Condition Report By AG9806 HISTORY - UNK MONUMENTED USGS AG9806 HISTORY - 19930318 GOOD NCGS AG9806 AG9806 STATION DESCRIPTION AG9806 AG9806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) AG9806'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTH-SOUTHEAST OF HOFFMAN AG9806'AND 13.8 MI (22.2 KM) EAST-NORTHEAST OF ROCKINGHAM. PROCEED ALONG SR AG9806'1474 (SCHOOL DRIVE) FOR 0.65 MI (1.05 KM) SOUTH FROM US 1, THENCE AG9806'SOUTH FOR 0.5 MI (0.8 KM) ALONG SR 1602 (BUTLER ROAD), ACROSS ROAD AG9806'FROM SMALL LAKE IN SOUTHEAST QUADRANT OF WOODS ROAD T-INTERSECTION. AG9806'MARK IS ABOUT 1-FOOT LOWER THAN THE ROAD AND PROJECTS 1 INCH ABOVE THE AG9806'GROUND. LOCATED 35.0 FT (10.7 M) EAST OF THE CENTERLINE OF THE ROAD, AG9806'29.0 FT (8.8 M) SOUTH-SOUTHWEST OF THE CENTER OF A WOODS ROAD, 11.5 FT AG9806'(3.5 M) NORTH OF THE CENTER OF A DITCH--AND 26.5 FT (8.1 M) NORTH OF A AG9806'24-INCH PINE, AND 23.2 FT (7.1 M) NORTHWEST OF AN 8-INCH PINE--BOTH AG9806'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2852 *********************************************************************** EB2852 DESIGNATION - VESLE EB2852 PID - EB2852 EB2852 STATE/COUNTY- NC/RICHMOND EB2852 USGS QUAD - HAMLET (1982) EB2852 EB2852 *CURRENT SURVEY CONTROL EB2852 ___________________________________________________________________ EB2852* NAD 83(1986)- 34 55 20.24450(N) 079 39 14.22594(W) ADJUSTED EB2852* NAVD 88 - 136. (meters) 446. (feet) SCALED EB2852 ___________________________________________________________________ EB2852 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EB2852 GEOID HEIGHT- -31.58 (meters) GEOID03 EB2852 EB2852 HORZ ORDER - FIRST EB2852 EB2852.The North Carolina HARNS have been completed but, EB2852.due to contractual restrictions, coordinates for these stations EB2852.will NOT be published in the near future. In the interim, the EB2852.published coordinates in North Carolina will not be EB2852.consistent with the Continuously Operating Reference Stations EB2852.(CORS). The HARN coordinates for these stations are available EB2852.upon request. Contact Gary Thompson(919-733-3836). EB2852. EB2852.In addition, the published North Carolina positions EB2852.(NAD 83 (1986)) are NOT consistent with those determined in EB2852.adjacent state readjustments. The discontinuity between stations EB2852.located in North Carolina and those in adjacent states EB2852.which have been adjusted to the HARN may be as much as 5 EB2852.decimeters. This will result in a significant loss of accuracy EB2852.over lines crossing such state borders. EB2852 EB2852 EB2852.The horizontal coordinates were established by classical geodetic methods EB2852.and adjusted by the National Geodetic Survey in July 1986. EB2852 EB2852.The orthometric height was scaled from a topographic map. EB2852 EB2852.The Laplace correction was computed from DEFLEC99 derived deflections. EB2852 EB2852.The geoid height was determined by GEOID03. EB2852 EB2852; North East Units Scale Factor Converg. EB2852;SPC NC - 130,239.299 549,853.850 MT 0.99988903 -0 22 38.8 EB2852;SPC NC - 427,293.43 1,803,978.84 sFT 0.99988903 -0 22 38.8 EB2852;UTM 17 - 3,865,252.247 622,949.080 MT 0.99978631 +0 46 14.4 EB2852 EB2852! - Elev Factor x Scale Factor = Combined Factor EB2852!SPC NC - 0.99998365 x 0.99988903 = 0.99987268 EB2852!UTM 17 - 0.99998365 x 0.99978631 = 0.99976996 EB2852 EB2852: Primary Azimuth Mark Grid Az EB2852:SPC NC - ROCKINGHAM RESET 241 32 22.4 EB2852:UTM 17 - ROCKINGHAM RESET 240 23 29.2 EB2852 EB2852|---------------------------------------------------------------------| EB2852| PID Reference Object Distance Geod. Az | EB2852| dddmmss.s | EB2852| EB1559 ROCKINGHAM RESET APPROX. 3.1 KM 2410943.6 | EB2852| EB3608 VESLE RM 17.190 METERS 24455 | EB2852|---------------------------------------------------------------------| EB2852 EB2852 SUPERSEDED SURVEY CONTROL EB2852 EB2852 NAD 27 - 34 55 19.68806(N) 079 39 15.03670(W) AD( ) 1 EB2852 EB2852.Superseded values are not recommended for survey control. EB2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2852.See file dsdata.txt to determine how the superseded data were derived. EB2852 EB2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2294965252(NAD 83) EB2852_MARKER: DS = TRIANGULATION STATION DISK EB2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2852 EB2852 HISTORY - Date Condition Report By EB2852 HISTORY - 1918 MONUMENTED CGS EB2852 EB2852 STATION DESCRIPTION EB2852 EB2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG) EB2852'ABOUT 2 MILES NORTH OF RAILWAY STATION AT ROCKINGHAM, ABOUT EB2852'750 METERS (2,461 FEET) NORTH OF MILEPOST 250 OF SEABOARD AIR EB2852'LINE RAILWAY, 8.66 METERS (28.4 FEET) WEST OF WEST RAIL OF EB2852'SOUTH-BOUND MAIN TRACK, ON HIGHEST POINT OF WEST SIDE OF CUT, EB2852'AND ABOUT 60 METERS (197 FEET) NORTH OF WAGON ROAD WHICH CROSSES EB2852'TRACKS. SURFACE MARK WAS STANDARD DISK STATION MARK IN EB2852'CONCRETE, AND WAS FOUND LYING ON ITS SIDE IN EB2852'1933. UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE. EB2852'AND WAS NOT RECOVERED. REFERENCE MARK WAS STANDARD REFERENCE EB2852'DISK IN CONCRETE, ON BANK OF CUT ABOUT 3 METERS (10 EB2852'FEET) ABOVE TRACK, 10 METERS (33 FEET) NORTH OF TELEPHONE EB2852'POLE, 10 METERS (33 FEET) WEST OF WEST RAIL, AND 17.19 EB2852'METERS (56.4 FEET) FROM STATION, BEARING S 64 DEG 55 MIN W. MARK EB2852'WAS NOT RECOVERED IN 1933. STATION FRUITLAND (SEE EB2852'DESCRIPTION THEREOF) WAS ESTABLISHED IN 1933 WITHIN A EB2852'FEW PACES OF STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2976 *********************************************************************** EB2976 DESIGNATION - VOLKSWAGON EB2976 PID - EB2976 EB2976 STATE/COUNTY- NC/RICHMOND EB2976 USGS QUAD - ROCKINGHAM (1982) EB2976 EB2976 *CURRENT SURVEY CONTROL EB2976 ___________________________________________________________________ EB2976* NAD 83(1986)- 34 55 50.37439(N) 079 46 34.35587(W) ADJUSTED EB2976* NAVD 88 - 86.0 (meters) 282. (feet) VERTCON EB2976 ___________________________________________________________________ EB2976 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EB2976 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2976 EB2976 HORZ ORDER - SECOND EB2976 EB2976.The North Carolina HARNS have been completed but, EB2976.due to contractual restrictions, coordinates for these stations EB2976.will NOT be published in the near future. In the interim, the EB2976.published coordinates in North Carolina will not be EB2976.consistent with the Continuously Operating Reference Stations EB2976.(CORS). The HARN coordinates for these stations are available EB2976.upon request. Contact Gary Thompson(919-733-3836). EB2976. EB2976.In addition, the published North Carolina positions EB2976.(NAD 83 (1986)) are NOT consistent with those determined in EB2976.adjacent state readjustments. The discontinuity between stations EB2976.located in North Carolina and those in adjacent states EB2976.which have been adjusted to the HARN may be as much as 5 EB2976.decimeters. This will result in a significant loss of accuracy EB2976.over lines crossing such state borders. EB2976 EB2976 EB2976.The horizontal coordinates were established by classical geodetic methods EB2976.and adjusted by the National Geodetic Survey in July 1986. EB2976 EB2976.The NAVD 88 height was computed by applying the VERTCON shift value to EB2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2976 EB2976.The Laplace correction was computed from DEFLEC99 derived deflections. EB2976 EB2976.The geoid height was determined by GEOID03. EB2976 EB2976; North East Units Scale Factor Converg. EB2976;SPC NC - 131,248.125 538,691.360 MT 0.99988820 -0 26 52.8 EB2976;SPC NC - 430,603.22 1,767,356.57 sFT 0.99988820 -0 26 52.8 EB2976;UTM 17 - 3,866,037.047 611,769.941 MT 0.99975397 +0 42 02.9 EB2976 EB2976! - Elev Factor x Scale Factor = Combined Factor EB2976!SPC NC - 0.99999139 x 0.99988820 = 0.99987959 EB2976!UTM 17 - 0.99999139 x 0.99975397 = 0.99974536 EB2976 EB2976: Primary Azimuth Mark Grid Az EB2976:SPC NC - WALDEN 025 31 44.8 EB2976:UTM 17 - WALDEN 024 22 49.1 EB2976 EB2976|---------------------------------------------------------------------| EB2976| PID Reference Object Distance Geod. Az | EB2976| dddmmss.s | EB2976| EB2974 WALDEN APPROX. 0.5 KM 0250452.0 | EB2976| EB2971 DAIRY 335.054 METERS 21139 | EB2976|---------------------------------------------------------------------| EB2976 EB2976 SUPERSEDED SURVEY CONTROL EB2976 EB2976 NAD 27 - 34 55 49.81624(N) 079 46 35.15632(W) AD( ) 2 EB2976 NGVD 29 (07/19/86) 86.3 (m) 283. (f) VERT ANG EB2976 EB2976.Superseded values are not recommended for survey control. EB2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2976.See file dsdata.txt to determine how the superseded data were derived. EB2976 EB2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1177066037(NAD 83) EB2976_MARKER: DE = TRAVERSE STATION DISK EB2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2976_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2976_STAMPING: VOLKSWAGON 1970 EB2976_MARK LOGO: NCGS EB2976_MAGNETIC: N = NO MAGNETIC MATERIAL EB2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2976+STABILITY: SURFACE MOTION EB2976 EB2976 HISTORY - Date Condition Report By EB2976 HISTORY - 1970 MONUMENTED NCGS EB2976 HISTORY - 1977 GOOD NCGS EB2976 EB2976 STATION DESCRIPTION EB2976 EB2976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2976'VOLKSWAGON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2976'THE VICINITY OF HAMLET, NORTH CAROLINA. EB2976' EB2976'VOLKSWAGON IS LOCATED APPROXMATELY 0.7 MILE SSW OF ROCKINGHAM. TO EB2976'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND US 74 IN EB2976'ROCKINGHAM, GO SOUTHWEST ON US 1 FOR 0.5 MILE NORTHEAST OF EB2976'INTERSECTION US 1 AND SR 1966 (CAROLINA ST.). EB2976' EB2976'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2976'VOLKSWAGON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2976'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EB2976' EB2976'MARK IS EB2976' EB2976'21.7 FEET SE OF C/L OF N BOUND LANE OF US 1. EB2976'29.7 FEET SW OF ALUMINUM REF. TAG ON PP W/STREET LIGHT. EB2976'79.9 FEET NE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EB2976'43.9 FEET WSW OF NE CORNER OF VOLKSWAGON BUILDING. EB2976'41.5 FEET N OF NW CORNER OF VOLKSWAGON BUILDING. EB2976'53.8 FEET NNE OF MOST WESTERLY 4 INCH METAL POLE OF VOLKSWAGON EB2976'SIGN. EB2976 EB2976 STATION RECOVERY (1977) EB2976 EB2976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2976'THE STATION WAS RECOVERED IN GOOD CONDITION. EB2976' EB2976'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE EB2976'DEALERSHIP HAS BEEN CHANGED TO TOYOTA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5817 *********************************************************************** EZ5817 DESIGNATION - VUNCANNON EZ5817 PID - EZ5817 EZ5817 STATE/COUNTY- NC/RICHMOND EZ5817 USGS QUAD - ELLERBE (1982) EZ5817 EZ5817 *CURRENT SURVEY CONTROL EZ5817 ___________________________________________________________________ EZ5817* NAD 83(1986)- 35 04 48.43225(N) 079 48 07.87623(W) ADJUSTED EZ5817* NAVD 88 - 151.3 (meters) 496. (feet) VERTCON EZ5817 ___________________________________________________________________ EZ5817 LAPLACE CORR- -3.21 (seconds) DEFLEC99 EZ5817 GEOID HEIGHT- -30.90 (meters) GEOID03 EZ5817 EZ5817 HORZ ORDER - SECOND EZ5817 EZ5817.The North Carolina HARNS have been completed but, EZ5817.due to contractual restrictions, coordinates for these stations EZ5817.will NOT be published in the near future. In the interim, the EZ5817.published coordinates in North Carolina will not be EZ5817.consistent with the Continuously Operating Reference Stations EZ5817.(CORS). The HARN coordinates for these stations are available EZ5817.upon request. Contact Gary Thompson(919-733-3836). EZ5817. EZ5817.In addition, the published North Carolina positions EZ5817.(NAD 83 (1986)) are NOT consistent with those determined in EZ5817.adjacent state readjustments. The discontinuity between stations EZ5817.located in North Carolina and those in adjacent states EZ5817.which have been adjusted to the HARN may be as much as 5 EZ5817.decimeters. This will result in a significant loss of accuracy EZ5817.over lines crossing such state borders. EZ5817 EZ5817 EZ5817.The horizontal coordinates were established by classical geodetic methods EZ5817.and adjusted by the National Geodetic Survey in March 1990. EZ5817 EZ5817.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5817 EZ5817.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5817 EZ5817.The geoid height was determined by GEOID03. EZ5817 EZ5817; North East Units Scale Factor Converg. EZ5817;SPC NC - 147,845.746 536,452.203 MT 0.99987706 -0 27 46.8 EZ5817;SPC NC - 485,057.25 1,760,010.27 sFT 0.99987706 -0 27 46.8 EZ5817;UTM 17 - 3,882,584.200 609,198.417 MT 0.99974696 +0 41 18.5 EZ5817 EZ5817! - Elev Factor x Scale Factor = Combined Factor EZ5817!SPC NC - 0.99998110 x 0.99987706 = 0.99985816 EZ5817!UTM 17 - 0.99998110 x 0.99974696 = 0.99972807 EZ5817 EZ5817 SUPERSEDED SURVEY CONTROL EZ5817 EZ5817 NGVD 29 (03/28/90) 151.6 (m) 497. (f) VERT ANG EZ5817 EZ5817.Superseded values are not recommended for survey control. EZ5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5817.See file dsdata.txt to determine how the superseded data were derived. EZ5817 EZ5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0919882584(NAD 83) EZ5817_MARKER: DE = TRAVERSE STATION DISK EZ5817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5817_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5817_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5817+STABILITY: SURFACE MOTION EZ5817 EZ5817 HISTORY - Date Condition Report By EZ5817 HISTORY - 1977 MONUMENTED NCGS EZ5817 EZ5817 STATION DESCRIPTION EZ5817 EZ5817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5817'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST-NORTHWEST OF EZ5817'ELLERBE AND 10.3 MILES NORTH-NORTHWEST OF ROCKINGHAM. EZ5817' EZ5817'TO REACH THE STATION FROM THE INTERSECTION OF SR 1309 (PAGE STREET) EZ5817'WITH US 220 (MAIN STREET) IN ELLERBE, PROCEED WESTERLY ALONG SR 1309 EZ5817'FOR 0.6 MILE TO DIRT DRIVEWAY ON LEFT LEADING TO H. C. VUNCANNON EZ5817'RESIDENCE, THENCE WEST ALONG THE DRIVEWAY FOR 0.15 MILE TO RESIDENCE EZ5817'AND BEGINNING OF FIELD ROAD (CONTACT LANDOWNER BEFORE ENTERING FIELD EZ5817'ROAD), CONTINUE STRAIGHT AHEAD ALONG MEANDER OF FIELD ROAD FOR 0.4 EZ5817'MILE TO HIGH VOLTAGE LINES AND STATION ON LEFT, AT EDGE OF WOODS LINE EZ5817'AT SOUTH EDGE OF A SMALL FIELD. EZ5817' EZ5817'STATION MARK IS A STANDARD DISK STAMPED---VUNCANNON 1977---SET IN THE EZ5817'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES ABOVE THE GROUND SURFACE. EZ5817'THE MARK IS 25.6 FEET SOUTH OF CENTERLINE OF FIELD ROAD, 19.2 FEET EZ5817'NORTHWEST OF 4 INCH OAK WITH REFERENCE TAG, 19.2 FEET WEST OF 6 INCH EZ5817'PINE WITH REFERENCE TAG, 30.4 FEET NORTH-NORTHEAST OF EAST POLE WITH EZ5817'REFERENCE TAG AND 46.8 FEET NORTHEAST OF WEST POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AG9803 *********************************************************************** AG9803 DESIGNATION - WAIT AZ MK AG9803 PID - AG9803 AG9803 STATE/COUNTY- NC/RICHMOND AG9803 USGS QUAD - NORMAN (1983) AG9803 AG9803 *CURRENT SURVEY CONTROL AG9803 ___________________________________________________________________ AG9803* NAD 83(1986)- 35 10 26.78673(N) 079 42 29.78770(W) ADJUSTED AG9803* NAVD 88 - 184.4 (meters) 605. (feet) VERT ANG AG9803 ___________________________________________________________________ AG9803 LAPLACE CORR- -3.93 (seconds) DEFLEC99 AG9803 GEOID HEIGHT- -30.97 (meters) GEOID03 AG9803 AG9803 HORZ ORDER - SECOND AG9803 AG9803.The North Carolina HARNS have been completed but, AG9803.due to contractual restrictions, coordinates for these stations AG9803.will NOT be published in the near future. In the interim, the AG9803.published coordinates in North Carolina will not be AG9803.consistent with the Continuously Operating Reference Stations AG9803.(CORS). The HARN coordinates for these stations are available AG9803.upon request. Contact Gary Thompson(919-733-3836). AG9803. AG9803.In addition, the published North Carolina positions AG9803.(NAD 83 (1986)) are NOT consistent with those determined in AG9803.adjacent state readjustments. The discontinuity between stations AG9803.located in North Carolina and those in adjacent states AG9803.which have been adjusted to the HARN may be as much as 5 AG9803.decimeters. This will result in a significant loss of accuracy AG9803.over lines crossing such state borders. AG9803 AG9803 AG9803.The horizontal coordinates were established by classical geodetic methods AG9803.and adjusted by the National Geodetic Survey in July 1998. AG9803 AG9803.The orthometric height was determined by vertical angle observations. AG9803 AG9803.The Laplace correction was computed from DEFLEC99 derived deflections. AG9803 AG9803.The geoid height was determined by GEOID03. AG9803 AG9803; North East Units Scale Factor Converg. AG9803;SPC NC - 158,206.256 545,090.113 MT 0.99987351 -0 24 31.7 AG9803;SPC NC - 519,048.36 1,788,349.81 sFT 0.99987351 -0 24 31.7 AG9803;UTM 17 - 3,893,115.085 617,625.263 MT 0.99977051 +0 44 39.1 AG9803 AG9803! - Elev Factor x Scale Factor = Combined Factor AG9803!SPC NC - 0.99997592 x 0.99987351 = 0.99984943 AG9803!UTM 17 - 0.99997592 x 0.99977051 = 0.99974644 AG9803 AG9803 SUPERSEDED SURVEY CONTROL AG9803 AG9803.No superseded survey control is available for this station. AG9803 AG9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1762593115(NAD 83) AG9803_MARKER: DZ = AZIMUTH MARK DISK AG9803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9803_STAMPING: WAIT 1993 AG9803_MARK LOGO: NCGS AG9803_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9803+STABILITY: SURFACE MOTION AG9803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9803+SATELLITE: SATELLITE OBSERVATIONS - 1993 AG9803 AG9803 HISTORY - Date Condition Report By AG9803 HISTORY - 1993 MONUMENTED NCGS AG9803 AG9803 STATION DESCRIPTION AG9803 AG9803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) AG9803'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) EAST-NORTHEAST OF NORMAN AND AG9803'7.7 MI (12.4 KM) NORTH-NORTHEAST OF ELLERBE. ALONG SR 1321 (MOORE AG9803'STREET), BECOMES RESEARCH FARM ROAD, FOR 0.9 MI (1.4 KM) NORTHEAST AG9803'FROM US 220, OR 0.2 MI (0.3 KM) WEST OF SR 1491 (WAIT SHEPPARD ROAD), AG9803'IN NORTHEAST CORNER OF YARD OF ABANDONED HOUSE. MARK IS ABOUT 1-FOOT AG9803'HIGHER THAN THE ROAD AND IS FLUSH WITH THE GROUND. LOCATED 27.5 FT AG9803'(8.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 78.0 FT (23.8 AG9803'M) EAST OF THE CENTER OF A GRAVEL DRIVE, 62.7 FT (19.1 M) NORTH OF THE AG9803'NORTHEAST CORNER OF A BLOCK HOUSE, AND 65.0 FT (19.8 M) EAST-NORTHEAST AG9803'OF A 14-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2974 *********************************************************************** EB2974 DESIGNATION - WALDEN EB2974 PID - EB2974 EB2974 STATE/COUNTY- NC/RICHMOND EB2974 USGS QUAD - ROCKINGHAM (1982) EB2974 EB2974 *CURRENT SURVEY CONTROL EB2974 ___________________________________________________________________ EB2974* NAD 83(1986)- 34 56 05.71119(N) 079 46 25.63940(W) ADJUSTED EB2974* NAVD 88 - 73.36 (+/-2cm) 240.7 (feet) VERTCON EB2974 ___________________________________________________________________ EB2974 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EB2974 GEOID HEIGHT- -31.18 (meters) GEOID03 EB2974 EB2974 HORZ ORDER - SECOND EB2974 VERT ORDER - THIRD ? (See Below) EB2974 EB2974.The North Carolina HARNS have been completed but, EB2974.due to contractual restrictions, coordinates for these stations EB2974.will NOT be published in the near future. In the interim, the EB2974.published coordinates in North Carolina will not be EB2974.consistent with the Continuously Operating Reference Stations EB2974.(CORS). The HARN coordinates for these stations are available EB2974.upon request. Contact Gary Thompson(919-733-3836). EB2974. EB2974.In addition, the published North Carolina positions EB2974.(NAD 83 (1986)) are NOT consistent with those determined in EB2974.adjacent state readjustments. The discontinuity between stations EB2974.located in North Carolina and those in adjacent states EB2974.which have been adjusted to the HARN may be as much as 5 EB2974.decimeters. This will result in a significant loss of accuracy EB2974.over lines crossing such state borders. EB2974 EB2974 EB2974.The horizontal coordinates were established by classical geodetic methods EB2974.and adjusted by the National Geodetic Survey in July 1986. EB2974 EB2974.The NAVD 88 height was computed by applying the VERTCON shift value to EB2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2974.The vertical order pertains to the NGVD 29 superseded value. EB2974 EB2974.The Laplace correction was computed from DEFLEC99 derived deflections. EB2974 EB2974.The geoid height was determined by GEOID03. EB2974 EB2974; North East Units Scale Factor Converg. EB2974;SPC NC - 131,718.957 538,916.230 MT 0.99988779 -0 26 47.8 EB2974;SPC NC - 432,147.94 1,768,094.33 sFT 0.99988779 -0 26 47.8 EB2974;UTM 17 - 3,866,512.230 611,985.296 MT 0.99975456 +0 42 08.1 EB2974 EB2974! - Elev Factor x Scale Factor = Combined Factor EB2974!SPC NC - 0.99999338 x 0.99988779 = 0.99988117 EB2974!UTM 17 - 0.99999338 x 0.99975456 = 0.99974794 EB2974 EB2974: Primary Azimuth Mark Grid Az EB2974:SPC NC - WICKS 114 34 47.5 EB2974:UTM 17 - WICKS 113 25 51.6 EB2974 EB2974|---------------------------------------------------------------------| EB2974| PID Reference Object Distance Geod. Az | EB2974| dddmmss.s | EB2974| EB2896 ROCKINGHAM CABLEVISION TOWER APPROX. 4.0 KM 1060326.4 | EB2974| EB2956 WICKS APPROX. 0.8 KM 1140759.7 | EB2974| EB2958 ROCKINGHAM MUN WATER TANK APPROX. 1.9 KM 1160252.4 | EB2974| EB2884 ROCKINGHAM RAD STA WAYN TOWER APPROX. 2.9 KM 1162552.1 | EB2974| EB2976 VOLKSWAGON APPROX. 0.5 KM 2050457.0 | EB2974|---------------------------------------------------------------------| EB2974 EB2974 SUPERSEDED SURVEY CONTROL EB2974 EB2974 NAD 27 - 34 56 05.15374(N) 079 46 26.44040(W) AD( ) 2 EB2974 NGVD 29 (07/19/86) 73.63 (m) 241.6 (f) LEVELING 3 EB2974 EB2974.Superseded values are not recommended for survey control. EB2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2974.See file dsdata.txt to determine how the superseded data were derived. EB2974 EB2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1198566512(NAD 83) EB2974_MARKER: DE = TRAVERSE STATION DISK EB2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2974_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2974_STAMPING: WALDEN 1970 EB2974_MARK LOGO: NCGS EB2974_MAGNETIC: N = NO MAGNETIC MATERIAL EB2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2974+STABILITY: SURFACE MOTION EB2974 EB2974 HISTORY - Date Condition Report By EB2974 HISTORY - 1970 MONUMENTED NCGS EB2974 HISTORY - 1977 GOOD NCGS EB2974 EB2974 STATION DESCRIPTION EB2974 EB2974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2974'WALDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2974'VICINITY OF HAMLET, NORTH CAROLINA. EB2974' EB2974'WALDEN IS LOCATED APPROXIMATELY 0.2 MILE SSW OF ROCKINGHAM. STATION EB2974'IS NEAR THE NORTHEAST CORNER OF THE BRIDGE ON US 1 OVER SEABOARD EB2974'COAST LINE RAILROAD, APPROXIMATELY 200 FEET SOUTHWEST OF INTERSECTION EB2974'OF US 1 AND US 74 IN ROCKINGHAM. EB2974' EB2974'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WALDEN EB2974'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2974'FLUSH WITH THE SURFACE OF THE GROUND. EB2974' EB2974'MARK IS EB2974' EB2974'21.1 FEET SE OF C/L OF N BOUND LANE OF US 1. EB2974'34.8 FEET SSW OF ALUMINUM REF. TAG ON PP. EB2974'2.3 FEET E OF BASE OF SE BRIDGE RAIL ABUTMENT. EB2974'20.8 FEET SW OF NW POST OF DIRECTION SIGN. EB2974'43.9 FEET SW OF NW POLE OF RICHMOND SAVING AND LOAN SIGN. EB2974 EB2974 STATION RECOVERY (1977) EB2974 EB2974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB2974'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2868 *********************************************************************** EB2868 DESIGNATION - WALTER EB2868 PID - EB2868 EB2868 STATE/COUNTY- NC/RICHMOND EB2868 USGS QUAD - HAMLET (1982) EB2868 EB2868 *CURRENT SURVEY CONTROL EB2868 ___________________________________________________________________ EB2868* NAD 83(1986)- 34 57 22.30550(N) 079 42 14.40647(W) ADJUSTED EB2868* NAVD 88 - 107.9 (meters) 354. (feet) VERTCON EB2868 ___________________________________________________________________ EB2868 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EB2868 GEOID HEIGHT- -31.37 (meters) GEOID03 EB2868 EB2868 HORZ ORDER - SECOND EB2868 EB2868.The North Carolina HARNS have been completed but, EB2868.due to contractual restrictions, coordinates for these stations EB2868.will NOT be published in the near future. In the interim, the EB2868.published coordinates in North Carolina will not be EB2868.consistent with the Continuously Operating Reference Stations EB2868.(CORS). The HARN coordinates for these stations are available EB2868.upon request. Contact Gary Thompson(919-733-3836). EB2868. EB2868.In addition, the published North Carolina positions EB2868.(NAD 83 (1986)) are NOT consistent with those determined in EB2868.adjacent state readjustments. The discontinuity between stations EB2868.located in North Carolina and those in adjacent states EB2868.which have been adjusted to the HARN may be as much as 5 EB2868.decimeters. This will result in a significant loss of accuracy EB2868.over lines crossing such state borders. EB2868 EB2868 EB2868.The horizontal coordinates were established by classical geodetic methods EB2868.and adjusted by the National Geodetic Survey in July 1986. EB2868 EB2868.The NAVD 88 height was computed by applying the VERTCON shift value to EB2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2868 EB2868.The Laplace correction was computed from DEFLEC99 derived deflections. EB2868 EB2868.The geoid height was determined by GEOID03. EB2868 EB2868; North East Units Scale Factor Converg. EB2868;SPC NC - 134,031.552 545,307.835 MT 0.99988582 -0 24 22.8 EB2868;SPC NC - 439,735.18 1,789,064.12 sFT 0.99988582 -0 24 22.8 EB2868;UTM 17 - 3,868,952.216 618,328.465 MT 0.99977257 +0 44 33.5 EB2868 EB2868! - Elev Factor x Scale Factor = Combined Factor EB2868!SPC NC - 0.99998798 x 0.99988582 = 0.99987380 EB2868!UTM 17 - 0.99998798 x 0.99977257 = 0.99976055 EB2868 EB2868: Primary Azimuth Mark Grid Az EB2868:SPC NC - LINKERS 198 11 53.9 EB2868:UTM 17 - LINKERS 197 02 57.6 EB2868 EB2868|---------------------------------------------------------------------| EB2868| PID Reference Object Distance Geod. Az | EB2868| dddmmss.s | EB2868| EB2872 LINKERS APPROX. 0.7 KM 1974731.1 | EB2868|---------------------------------------------------------------------| EB2868 EB2868 SUPERSEDED SURVEY CONTROL EB2868 EB2868 NAD 27 - 34 57 21.75116(N) 079 42 15.20893(W) AD( ) 2 EB2868 NGVD 29 (07/19/86) 108.2 (m) 355. (f) VERT ANG EB2868 EB2868.Superseded values are not recommended for survey control. EB2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2868.See file dsdata.txt to determine how the superseded data were derived. EB2868 EB2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1832868952(NAD 83) EB2868_MARKER: DE = TRAVERSE STATION DISK EB2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2868_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2868_STAMPING: WALTER 1970 EB2868_MARK LOGO: NCGS EB2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2868+STABILITY: SURFACE MOTION EB2868 EB2868 HISTORY - Date Condition Report By EB2868 HISTORY - 1970 MONUMENTED NCGS EB2868 EB2868 STATION DESCRIPTION EB2868 EB2868'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2868'WALTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2868'VICINITY OF HAMLET, NORTH CAROLINA. EB2868' EB2868'WALTER IS LOCATED APPROXIMATELY 4.0 MILES EAST OF ROCKINGHAM AND EB2868'4.1 MILES NORTH OF HAMLET. STATION IS IN THE SOUTHWEST CORNER OF EB2868'INTERSECTION OF SR 1640 AND US 1. EB2868' EB2868'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WALTER EB2868'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2868'INCH BELOW THE SURFACE OF THE GROUND. EB2868' EB2868'MARK IS EB2868' EB2868'31.4 FEET W OF ALUMINUM REF. TAG ON 4X4 KEEP RIGHT SIGN IN CENTER OF EB2868'SR 1640. EB2868'33.0 FEET S OF C/L OF US 1. EB2868'54.5 FEET E OF ALUMINUM REF. TAG ON SERVICE POLE ON S SIDE OF US EB2868'1. 35.2 FEET ESE OF ALUMINUM REF. TAG ON 4X4 MILEAGE SIGN ON S EB2868'SIDE OF US 1. EB2868'70.5 FEET S OF ALUMINUM REF. TAG ON PP NO. 1000 EB2868'W/TRANSFORMER ON N SIDE OF US 1. EB2868'63.2 FEET NW OF ALUMINUM REF. TAG ON PP ON E EB2868'SIDE OF SR 1640. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3691 *********************************************************************** EB3691 DESIGNATION - WAMSUTTA EB3691 PID - EB3691 EB3691 STATE/COUNTY- NC/RICHMOND EB3691 USGS QUAD - DIGGS (1982) EB3691 EB3691 *CURRENT SURVEY CONTROL EB3691 ___________________________________________________________________ EB3691* NAD 83(1986)- 34 52 28.43495(N) 079 49 36.04316(W) ADJUSTED EB3691* NAVD 88 - 44.9 (meters) 147. (feet) VERTCON EB3691 ___________________________________________________________________ EB3691 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EB3691 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3691 EB3691 HORZ ORDER - SECOND EB3691 EB3691.The North Carolina HARNS have been completed but, EB3691.due to contractual restrictions, coordinates for these stations EB3691.will NOT be published in the near future. In the interim, the EB3691.published coordinates in North Carolina will not be EB3691.consistent with the Continuously Operating Reference Stations EB3691.(CORS). The HARN coordinates for these stations are available EB3691.upon request. Contact Gary Thompson(919-733-3836). EB3691. EB3691.In addition, the published North Carolina positions EB3691.(NAD 83 (1986)) are NOT consistent with those determined in EB3691.adjacent state readjustments. The discontinuity between stations EB3691.located in North Carolina and those in adjacent states EB3691.which have been adjusted to the HARN may be as much as 5 EB3691.decimeters. This will result in a significant loss of accuracy EB3691.over lines crossing such state borders. EB3691 EB3691 EB3691.The horizontal coordinates were established by classical geodetic methods EB3691.and adjusted by the National Geodetic Survey in March 1990. EB3691 EB3691.The NAVD 88 height was computed by applying the VERTCON shift value to EB3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3691 EB3691.The Laplace correction was computed from DEFLEC99 derived deflections. EB3691 EB3691.The geoid height was determined by GEOID03. EB3691 EB3691; North East Units Scale Factor Converg. EB3691;SPC NC - 125,063.208 534,029.132 MT 0.99989413 -0 28 37.7 EB3691;SPC NC - 410,311.54 1,752,060.58 sFT 0.99989413 -0 28 37.7 EB3691;UTM 17 - 3,859,760.829 607,233.261 MT 0.99974172 +0 40 15.4 EB3691 EB3691! - Elev Factor x Scale Factor = Combined Factor EB3691!SPC NC - 0.99999785 x 0.99989413 = 0.99989198 EB3691!UTM 17 - 0.99999785 x 0.99974172 = 0.99973957 EB3691 EB3691 SUPERSEDED SURVEY CONTROL EB3691 EB3691 NGVD 29 (03/28/90) 45.1 (m) 148. (f) VERT ANG EB3691 EB3691.Superseded values are not recommended for survey control. EB3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3691.See file dsdata.txt to determine how the superseded data were derived. EB3691 EB3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0723359761(NAD 83) EB3691_MARKER: DE = TRAVERSE STATION DISK EB3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3691_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3691_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3691+STABILITY: SURFACE MOTION EB3691 EB3691 HISTORY - Date Condition Report By EB3691 HISTORY - 1977 MONUMENTED NCGS EB3691 EB3691 STATION DESCRIPTION EB3691 EB3691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3691'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTH OF CORDOVA AND EB3691'5.3 MILES SOUTHWEST OF ROCKINGHAM. EB3691' EB3691'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3691'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3691'SOUTHWEST ALONG US 1 FOR 4.45 MILES TO STATION ON LEFT, AT EDGE OF EB3691'WOODS, 3 FEET LOWER THAN HIGHWAY AND 0.9 MILE SOUTHWEST OF SR 1105 EB3691'CROSSROAD. EB3691' EB3691'STATION MARK IS A STANDARD DISK STAMPED---WAMSUTTA 1977---, SET IN THE EB3691'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND EB3691'SURFACE. THE MARK IS 33.6 FEET SOUTH OF THE CENTERLINE OF US 1, 22.0 EB3691'FEET EAST-SOUTHEAST OF EAST END OF SOUTHERMOST CULVERT UNDER HIGHWAY, EB3691'6.0 FEET WEST-NORTHWEST OF 14 INCH GUM WITH REFERENCE TAG, 14.6 FEET EB3691'EAST-NORTHEAST OF 12 INCH MAPLE, 67.1 FEET SOUTH-SOUTHEAST OF EB3691'TELEPHONE CABLE WARNING SIGN WITH REFERENCE TAG AND 21.7 FEET EB3691'SOUTHEAST OF REFLECTOR BOARD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5818 *********************************************************************** EZ5818 DESIGNATION - WARDS EZ5818 PID - EZ5818 EZ5818 STATE/COUNTY- NC/RICHMOND EZ5818 USGS QUAD - ELLERBE (1982) EZ5818 EZ5818 *CURRENT SURVEY CONTROL EZ5818 ___________________________________________________________________ EZ5818* NAD 83(1986)- 35 02 54.61074(N) 079 46 11.17865(W) ADJUSTED EZ5818* NAVD 88 - 137.7 (meters) 452. (feet) VERTCON EZ5818 ___________________________________________________________________ EZ5818 LAPLACE CORR- -4.13 (seconds) DEFLEC99 EZ5818 GEOID HEIGHT- -31.03 (meters) GEOID03 EZ5818 EZ5818 HORZ ORDER - SECOND EZ5818 EZ5818.The North Carolina HARNS have been completed but, EZ5818.due to contractual restrictions, coordinates for these stations EZ5818.will NOT be published in the near future. In the interim, the EZ5818.published coordinates in North Carolina will not be EZ5818.consistent with the Continuously Operating Reference Stations EZ5818.(CORS). The HARN coordinates for these stations are available EZ5818.upon request. Contact Gary Thompson(919-733-3836). EZ5818. EZ5818.In addition, the published North Carolina positions EZ5818.(NAD 83 (1986)) are NOT consistent with those determined in EZ5818.adjacent state readjustments. The discontinuity between stations EZ5818.located in North Carolina and those in adjacent states EZ5818.which have been adjusted to the HARN may be as much as 5 EZ5818.decimeters. This will result in a significant loss of accuracy EZ5818.over lines crossing such state borders. EZ5818 EZ5818 EZ5818.The horizontal coordinates were established by classical geodetic methods EZ5818.and adjusted by the National Geodetic Survey in March 1990. EZ5818 EZ5818.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5818 EZ5818.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5818 EZ5818.The geoid height was determined by GEOID03. EZ5818 EZ5818; North East Units Scale Factor Converg. EZ5818;SPC NC - 144,315.221 539,380.860 MT 0.99987885 -0 26 39.4 EZ5818;SPC NC - 473,474.19 1,769,618.70 sFT 0.99987885 -0 26 39.4 EZ5818;UTM 17 - 3,879,113.665 612,197.032 MT 0.99975514 +0 42 23.6 EZ5818 EZ5818! - Elev Factor x Scale Factor = Combined Factor EZ5818!SPC NC - 0.99998325 x 0.99987885 = 0.99986210 EZ5818!UTM 17 - 0.99998325 x 0.99975514 = 0.99973840 EZ5818 EZ5818 SUPERSEDED SURVEY CONTROL EZ5818 EZ5818 NGVD 29 (03/28/90) 138.0 (m) 453. (f) VERT ANG EZ5818 EZ5818.Superseded values are not recommended for survey control. EZ5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5818.See file dsdata.txt to determine how the superseded data were derived. EZ5818 EZ5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1219779114(NAD 83) EZ5818_MARKER: DE = TRAVERSE STATION DISK EZ5818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5818_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5818_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5818+STABILITY: SURFACE MOTION EZ5818 EZ5818 HISTORY - Date Condition Report By EZ5818 HISTORY - 1977 MONUMENTED NCGS EZ5818 EZ5818 STATION DESCRIPTION EZ5818 EZ5818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5818'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTH OF ELLERBE AND EZ5818'7.5 MILES NORTH OF ROCKINGHAM. EZ5818' EZ5818'TO REACH THE STATION FROM THE INTERSECTION OF US 220 (MAIN STREET) EZ5818'WITH SR 1309 (PAGE STREET) IN ELLERBE, PROCEED SOUTHERLY ALONG US 220 EZ5818'FOR 1.8 MILES TO STATION IN MEDIAN, APPROXIMATELY 300 FEET SOUTH- EZ5818'SOUTHEAST OF A LARGE METAL COVERED BARN AND 0.35 MILE NORTH OF SR 1305 EZ5818'(SOUTHWEST) INTERSECTION. EZ5818' EZ5818'STATION MARK IS A STANDARD DISK STAMPED---WARDS 1977---SET IN THE TOP EZ5818'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ5818'MARK IS 22.2 FEET EAST OF CENTERLINE OF SOUTH BOUND LANES, 61.2 FEET EZ5818'WEST OF CENTERLINE OF NORTH BOUND LANES, 106.9 FEET SOUTH-SOUTHWEST OF EZ5818'SOUTHEAST CORNER OF A CATCH BASIN AND 86.8 FEET SOUTHEAST OF POWER EZ5818'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3692 *********************************************************************** EB3692 DESIGNATION - WASHINGTON SQ EB3692 PID - EB3692 EB3692 STATE/COUNTY- NC/RICHMOND EB3692 USGS QUAD - ROCKINGHAM (1982) EB3692 EB3692 *CURRENT SURVEY CONTROL EB3692 ___________________________________________________________________ EB3692* NAD 83(1986)- 34 56 20.20073(N) 079 46 29.13623(W) ADJUSTED EB3692* NAVD 88 - 86.5 (meters) 284. (feet) VERTCON EB3692 ___________________________________________________________________ EB3692 LAPLACE CORR- -4.39 (seconds) DEFLEC99 EB3692 GEOID HEIGHT- -31.17 (meters) GEOID03 EB3692 EB3692 HORZ ORDER - SECOND EB3692 EB3692.The North Carolina HARNS have been completed but, EB3692.due to contractual restrictions, coordinates for these stations EB3692.will NOT be published in the near future. In the interim, the EB3692.published coordinates in North Carolina will not be EB3692.consistent with the Continuously Operating Reference Stations EB3692.(CORS). The HARN coordinates for these stations are available EB3692.upon request. Contact Gary Thompson(919-733-3836). EB3692. EB3692.In addition, the published North Carolina positions EB3692.(NAD 83 (1986)) are NOT consistent with those determined in EB3692.adjacent state readjustments. The discontinuity between stations EB3692.located in North Carolina and those in adjacent states EB3692.which have been adjusted to the HARN may be as much as 5 EB3692.decimeters. This will result in a significant loss of accuracy EB3692.over lines crossing such state borders. EB3692 EB3692 EB3692.The horizontal coordinates were established by classical geodetic methods EB3692.and adjusted by the National Geodetic Survey in March 1990. EB3692 EB3692.The NAVD 88 height was computed by applying the VERTCON shift value to EB3692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3692 EB3692.The Laplace correction was computed from DEFLEC99 derived deflections. EB3692 EB3692.The geoid height was determined by GEOID03. EB3692 EB3692; North East Units Scale Factor Converg. EB3692;SPC NC - 132,166.103 538,830.985 MT 0.99988741 -0 26 49.8 EB3692;SPC NC - 433,614.96 1,767,814.66 sFT 0.99988741 -0 26 49.8 EB3692;UTM 17 - 3,866,957.517 611,891.115 MT 0.99975430 +0 42 06.4 EB3692 EB3692! - Elev Factor x Scale Factor = Combined Factor EB3692!SPC NC - 0.99999131 x 0.99988741 = 0.99987872 EB3692!UTM 17 - 0.99999131 x 0.99975430 = 0.99974561 EB3692 EB3692 SUPERSEDED SURVEY CONTROL EB3692 EB3692 NGVD 29 (03/28/90) 86.8 (m) 285. (f) VERT ANG EB3692 EB3692.Superseded values are not recommended for survey control. EB3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3692.See file dsdata.txt to determine how the superseded data were derived. EB3692 EB3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1189166958(NAD 83) EB3692_MARKER: DE = TRAVERSE STATION DISK EB3692_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EB3692+WITH SETTING: PAVEMENT EB3692_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3692+STABILITY: SURFACE MOTION EB3692 EB3692 HISTORY - Date Condition Report By EB3692 HISTORY - 1977 MONUMENTED NCGS EB3692 EB3692 STATION DESCRIPTION EB3692 EB3692'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3692'THE STATION IS LOCATED IN ROCKINGHAM. EB3692' EB3692'THE STATION IS IN THE SOUTHWEST QUADRANT OF INTERSECTION OF WASHINGTON EB3692'STREET WITH LEE STREET, AND APPROXIMATELY 150 FEET NORTHEAST OF THE EB3692'RICHMOND COUNTY BANK, IN THE CONCRETE SIDEWALK. EB3692' EB3692'STATION MARK IS A STD DISK STAMPED---WASHINGTON SQ 1977---SET FLUSH EB3692'IN DRILL HOLE. THE MARK IS 27.9 FEET WEST OF CENTERLINE OF LEE STREET EB3692'101.7 FEET SOUTH OF CENTERLINE OF WASHINGTON STREET, 30.5 FEET NORTH EB3692'OF CENTERLINE OF NORTHERNMOST ENTRANCE TO BANK, 5.6 FEET NORTHEAST OF EB3692'POWER AND LAMP POLE WITH REFERENCE TAG, 23.7 FEET EAST-NORTHEAST OF EB3692'WOODEN RICHMOND COUNTY BANK SIGN POST AND 32.5 FEET SOUTH-SOUTHEAST OF EB3692'A 2 INCH DOGWOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2982 *********************************************************************** EB2982 DESIGNATION - WEBB EB2982 PID - EB2982 EB2982 STATE/COUNTY- NC/RICHMOND EB2982 USGS QUAD - ROCKINGHAM (1982) EB2982 EB2982 *CURRENT SURVEY CONTROL EB2982 ___________________________________________________________________ EB2982* NAD 83(1986)- 34 54 10.55960(N) 079 48 20.40131(W) ADJUSTED EB2982* NAVD 88 - 88.9 (meters) 292. (feet) VERTCON EB2982 ___________________________________________________________________ EB2982 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EB2982 GEOID HEIGHT- -31.16 (meters) GEOID03 EB2982 EB2982 HORZ ORDER - SECOND EB2982 EB2982.The North Carolina HARNS have been completed but, EB2982.due to contractual restrictions, coordinates for these stations EB2982.will NOT be published in the near future. In the interim, the EB2982.published coordinates in North Carolina will not be EB2982.consistent with the Continuously Operating Reference Stations EB2982.(CORS). The HARN coordinates for these stations are available EB2982.upon request. Contact Gary Thompson(919-733-3836). EB2982. EB2982.In addition, the published North Carolina positions EB2982.(NAD 83 (1986)) are NOT consistent with those determined in EB2982.adjacent state readjustments. The discontinuity between stations EB2982.located in North Carolina and those in adjacent states EB2982.which have been adjusted to the HARN may be as much as 5 EB2982.decimeters. This will result in a significant loss of accuracy EB2982.over lines crossing such state borders. EB2982 EB2982 EB2982.The horizontal coordinates were established by classical geodetic methods EB2982.and adjusted by the National Geodetic Survey in July 1986. EB2982 EB2982.The NAVD 88 height was computed by applying the VERTCON shift value to EB2982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2982 EB2982.The Laplace correction was computed from DEFLEC99 derived deflections. EB2982 EB2982.The geoid height was determined by GEOID03. EB2982 EB2982; North East Units Scale Factor Converg. EB2982;SPC NC - 128,194.074 535,975.438 MT 0.99989101 -0 27 54.0 EB2982;SPC NC - 420,583.39 1,758,446.08 sFT 0.99989101 -0 27 54.0 EB2982;UTM 17 - 3,862,929.599 609,116.155 MT 0.99974674 +0 41 00.4 EB2982 EB2982! - Elev Factor x Scale Factor = Combined Factor EB2982!SPC NC - 0.99999093 x 0.99989101 = 0.99988194 EB2982!UTM 17 - 0.99999093 x 0.99974674 = 0.99973767 EB2982 EB2982: Primary Azimuth Mark Grid Az EB2982:SPC NC - TOWEL 104 17 33.1 EB2982:UTM 17 - TOWEL 103 08 38.7 EB2982 EB2982|---------------------------------------------------------------------| EB2982| PID Reference Object Distance Geod. Az | EB2982| dddmmss.s | EB2982| EB2965 TOWEL APPROX. 0.7 KM 1034939.1 | EB2982| EB2985 RICHMOND 478.089 METERS 2805700.0 | EB2982|---------------------------------------------------------------------| EB2982 EB2982 SUPERSEDED SURVEY CONTROL EB2982 EB2982 NAD 27 - 34 54 09.99869(N) 079 48 21.19839(W) AD( ) 2 EB2982 NGVD 29 (07/19/86) 89.2 (m) 293. (f) VERT ANG EB2982 EB2982.Superseded values are not recommended for survey control. EB2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2982.See file dsdata.txt to determine how the superseded data were derived. EB2982 EB2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0911662930(NAD 83) EB2982_MARKER: DE = TRAVERSE STATION DISK EB2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2982_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2982_STAMPING: WEBB 1970 EB2982_MARK LOGO: NCGS EB2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2982+STABILITY: SURFACE MOTION EB2982 EB2982 HISTORY - Date Condition Report By EB2982 HISTORY - 1970 MONUMENTED NCGS EB2982 EB2982 STATION DESCRIPTION EB2982 EB2982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2982'WEBB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2982'VICINITY OF HAMLET, NORTH CAROLINA. EB2982' EB2982'WEBB IS LOCATED APPROXIMATELY 3.1 MILES SOUTHWEST OF ROCKINGHAM EB2982'AND 1.5 MILES SOUTHEAST OF CORDOVA. TO REACH STATION FROM POST EB2982'OFFICE IN CORDOVA, GO SOUTHEAST ON SR 1109 FOR 0.65 MILE TO EB2982'INTERSECTION OF SR 1109 AND SR 1108, GO EAST ON SR 1108, FOR 0.6 EB2982'MILE TO STATION ON LEFT, ON EAST SIDE OF DIRT LANE, AND 0.3 MILE WEST EB2982'OF INTERSECTION OF SR 1108 AND US 1. EB2982' EB2982'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WEBB EB2982'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB2982'INCH ABOVE THE SURFACE OF THE GROUND. EB2982' EB2982'MARK IS EB2982' EB2982'27.5 FEET NNE OF C/L OF SR 1108. EB2982'23.7 FEET E OF C/L OF DIRT DRIVE TO BRICK HOUSE. EB2982'6.7 FEET WSW OF ALUMINUM REF. TAG ON PP NO. 5F5. EB2982'62.8 FEET NE OF ALUMINUM REF. TAG ON TP NO. 66. EB2982'46.2 FEET ESE OF 2 INCH IRON PIPE ON SW CORNER OF JAMES W. EB2982'HANCOCK LOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB3693 *********************************************************************** EB3693 DESIGNATION - WED EB3693 PID - EB3693 EB3693 STATE/COUNTY- NC/RICHMOND EB3693 USGS QUAD - ROCKINGHAM (1982) EB3693 EB3693 *CURRENT SURVEY CONTROL EB3693 ___________________________________________________________________ EB3693* NAD 83(1986)- 34 52 40.80652(N) 079 49 15.72503(W) ADJUSTED EB3693* NAVD 88 - 55.5 (meters) 182. (feet) VERTCON EB3693 ___________________________________________________________________ EB3693 LAPLACE CORR- -3.67 (seconds) DEFLEC99 EB3693 GEOID HEIGHT- -31.18 (meters) GEOID03 EB3693 EB3693 HORZ ORDER - SECOND EB3693 EB3693.The North Carolina HARNS have been completed but, EB3693.due to contractual restrictions, coordinates for these stations EB3693.will NOT be published in the near future. In the interim, the EB3693.published coordinates in North Carolina will not be EB3693.consistent with the Continuously Operating Reference Stations EB3693.(CORS). The HARN coordinates for these stations are available EB3693.upon request. Contact Gary Thompson(919-733-3836). EB3693. EB3693.In addition, the published North Carolina positions EB3693.(NAD 83 (1986)) are NOT consistent with those determined in EB3693.adjacent state readjustments. The discontinuity between stations EB3693.located in North Carolina and those in adjacent states EB3693.which have been adjusted to the HARN may be as much as 5 EB3693.decimeters. This will result in a significant loss of accuracy EB3693.over lines crossing such state borders. EB3693 EB3693 EB3693.The horizontal coordinates were established by classical geodetic methods EB3693.and adjusted by the National Geodetic Survey in March 1990. EB3693 EB3693.The NAVD 88 height was computed by applying the VERTCON shift value to EB3693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB3693 EB3693.The Laplace correction was computed from DEFLEC99 derived deflections. EB3693 EB3693.The geoid height was determined by GEOID03. EB3693 EB3693; North East Units Scale Factor Converg. EB3693;SPC NC - 125,440.118 534,548.221 MT 0.99989374 -0 28 26.0 EB3693;SPC NC - 411,548.12 1,753,763.62 sFT 0.99989374 -0 28 26.0 EB3693;UTM 17 - 3,860,148.005 607,744.617 MT 0.99974308 +0 40 27.2 EB3693 EB3693! - Elev Factor x Scale Factor = Combined Factor EB3693!SPC NC - 0.99999618 x 0.99989374 = 0.99988992 EB3693!UTM 17 - 0.99999618 x 0.99974308 = 0.99973926 EB3693 EB3693 SUPERSEDED SURVEY CONTROL EB3693 EB3693 NGVD 29 (03/28/90) 55.8 (m) 183. (f) VERT ANG EB3693 EB3693.Superseded values are not recommended for survey control. EB3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB3693.See file dsdata.txt to determine how the superseded data were derived. EB3693 EB3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0774560148(NAD 83) EB3693_MARKER: DE = TRAVERSE STATION DISK EB3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB3693_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB3693_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB3693+STABILITY: SURFACE MOTION EB3693 EB3693 HISTORY - Date Condition Report By EB3693 HISTORY - 1977 MONUMENTED NCGS EB3693 EB3693 STATION DESCRIPTION EB3693 EB3693'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EB3693'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTH OF CORDOVA AND EB3693'5.1 MILES SOUTHWEST OF ROCKINGHAM. EB3693' EB3693'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION OF THE EB3693'SOUTH BOUND LANES OF US 1 AND US 220 IN SOUTH ROCKINGHAM, PROCEED EB3693'SOUTHWEST ALONG US 1 FOR 4.05 MILES TO STATION ON LEFT, BETWEEN EB3693'SECOND AND THIRD REFLECTOR BOARDS, 0.5 MILE SOUTHWEST OF SR 1105 EB3693'CROSSROAD. EB3693' EB3693'STATION MARK IS A STANDARD DISK STAMPED---WED 1977---, SET IN THE TOP EB3693'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EB3693'MARK IS 21.6 FEET SOUTHEAST OF THE CENTERLINE OF US 1, 37.6 FEET EB3693'WEST-NORTHWEST OF A 6 INCH HICKORY WITH REFERENCE TAG, 38.1 FEET EB3693'SOUTHWEST OF A REFLECTOR BOARD WITH REFERENCE TAG, 34.2 FEET NORTH OF EB3693'A 12 INCH PINE WITH REFERENCE TAG AND 94.0 FEET NORTHEAST OF AN 18 EB3693'INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2956 *********************************************************************** EB2956 DESIGNATION - WICKS EB2956 PID - EB2956 EB2956 STATE/COUNTY- NC/RICHMOND EB2956 USGS QUAD - ROCKINGHAM (1982) EB2956 EB2956 *CURRENT SURVEY CONTROL EB2956 ___________________________________________________________________ EB2956* NAD 83(1986)- 34 55 55.68658(N) 079 45 58.47198(W) ADJUSTED EB2956* NAVD 88 - 69.6 (meters) 228. (feet) VERTCON EB2956 ___________________________________________________________________ EB2956 LAPLACE CORR- -4.66 (seconds) DEFLEC99 EB2956 GEOID HEIGHT- -31.21 (meters) GEOID03 EB2956 EB2956 HORZ ORDER - SECOND EB2956 EB2956.The North Carolina HARNS have been completed but, EB2956.due to contractual restrictions, coordinates for these stations EB2956.will NOT be published in the near future. In the interim, the EB2956.published coordinates in North Carolina will not be EB2956.consistent with the Continuously Operating Reference Stations EB2956.(CORS). The HARN coordinates for these stations are available EB2956.upon request. Contact Gary Thompson(919-733-3836). EB2956. EB2956.In addition, the published North Carolina positions EB2956.(NAD 83 (1986)) are NOT consistent with those determined in EB2956.adjacent state readjustments. The discontinuity between stations EB2956.located in North Carolina and those in adjacent states EB2956.which have been adjusted to the HARN may be as much as 5 EB2956.decimeters. This will result in a significant loss of accuracy EB2956.over lines crossing such state borders. EB2956 EB2956 EB2956.The horizontal coordinates were established by classical geodetic methods EB2956.and adjusted by the National Geodetic Survey in July 1986. EB2956 EB2956.The NAVD 88 height was computed by applying the VERTCON shift value to EB2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2956 EB2956.The Laplace correction was computed from DEFLEC99 derived deflections. EB2956 EB2956.The geoid height was determined by GEOID03. EB2956 EB2956; North East Units Scale Factor Converg. EB2956;SPC NC - 131,404.731 539,603.199 MT 0.99988806 -0 26 32.1 EB2956;SPC NC - 431,117.02 1,770,348.16 sFT 0.99988806 -0 26 32.1 EB2956;UTM 17 - 3,866,211.879 612,678.336 MT 0.99975648 +0 42 23.5 EB2956 EB2956! - Elev Factor x Scale Factor = Combined Factor EB2956!SPC NC - 0.99999397 x 0.99988806 = 0.99988203 EB2956!UTM 17 - 0.99999397 x 0.99975648 = 0.99975045 EB2956 EB2956: Primary Azimuth Mark Grid Az EB2956:SPC NC - WALDEN 294 34 47.3 EB2956:UTM 17 - WALDEN 293 25 51.7 EB2956 EB2956|---------------------------------------------------------------------| EB2956| PID Reference Object Distance Geod. Az | EB2956| dddmmss.s | EB2956| EB2974 WALDEN APPROX. 0.8 KM 2940815.2 | EB2956|---------------------------------------------------------------------| EB2956 EB2956 SUPERSEDED SURVEY CONTROL EB2956 EB2956 NAD 27 - 34 55 55.12930(N) 079 45 59.27344(W) AD( ) 2 EB2956 NGVD 29 (07/19/86) 69.9 (m) 229. (f) VERT ANG EB2956 EB2956.Superseded values are not recommended for survey control. EB2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2956.See file dsdata.txt to determine how the superseded data were derived. EB2956 EB2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1267866212(NAD 83) EB2956_MARKER: DE = TRAVERSE STATION DISK EB2956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2956_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2956_STAMPING: WICKS 1970 EB2956_MARK LOGO: NCGS EB2956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2956+STABILITY: SURFACE MOTION EB2956 EB2956 HISTORY - Date Condition Report By EB2956 HISTORY - 1970 MONUMENTED NCGS EB2956 EB2956 STATION DESCRIPTION EB2956 EB2956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2956'WICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2956'VICINITY OF HAMLET, NORTH CAROLINA. EB2956' EB2956'WICKS IS LOCATED APPROXIMATELY 0.5 MILE SSE OF ROCKINGHAM. TO REACH EB2956'STATION PROCEED FROM THE INTERSECTION OF US 1 AND US 74 IN EB2956'ROCKINGHAM, GO SOUTHEAST ON US 74 FOR 0.45 MILE TO STATION IN MEDIAN, EB2956'DIRECTLY ACROSS FROM EXIT OF WICKS LUMBER CO., AND 0.3 MILE EB2956'NORTHWEST OF INTERSECTION OF US 1 (BROAD AVE.) AND PICKETT EB2956'STREET. EB2956' EB2956'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WICKS EB2956'1970, SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH EB2956'WITH SURFACE OF THE GROUND. EB2956' EB2956'MARK IS EB2956' EB2956'20.4 FEET NE OF C/L OF E BOUND LANE OF US 74. EB2956'19.0 FEET SW OF C/L OF W BOUND LANE OF US 74. EB2956'13.4 FEET NW OF CENTER OF CONCRETE DRAIN COVER IN MEDIAN. EB2956'39.8 FEET N OF CENTER OF CONCRETE DRAIN WITH GRATE OPENING ON SIDE EB2956'OF N BOUND LANE. EB2956'34.2 FEET SW OF CONCRETE DRAIN WITH GRATE OPENING ON N SIDE EB2956'BOUND LANE. EB2956'103.5 FEET S OF ALUMINUM REF. TAG ON PP NO. 3113. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5821 *********************************************************************** EZ5821 DESIGNATION - WILL WEBB EZ5821 PID - EZ5821 EZ5821 STATE/COUNTY- NC/RICHMOND EZ5821 USGS QUAD - ELLERBE (1982) EZ5821 EZ5821 *CURRENT SURVEY CONTROL EZ5821 ___________________________________________________________________ EZ5821* NAD 83(1986)- 35 03 58.24699(N) 079 47 36.03430(W) ADJUSTED EZ5821* NAVD 88 - 159.7 (meters) 524. (feet) VERTCON EZ5821 ___________________________________________________________________ EZ5821 LAPLACE CORR- -3.61 (seconds) DEFLEC99 EZ5821 GEOID HEIGHT- -30.94 (meters) GEOID03 EZ5821 EZ5821 HORZ ORDER - SECOND EZ5821 EZ5821.The North Carolina HARNS have been completed but, EZ5821.due to contractual restrictions, coordinates for these stations EZ5821.will NOT be published in the near future. In the interim, the EZ5821.published coordinates in North Carolina will not be EZ5821.consistent with the Continuously Operating Reference Stations EZ5821.(CORS). The HARN coordinates for these stations are available EZ5821.upon request. Contact Gary Thompson(919-733-3836). EZ5821. EZ5821.In addition, the published North Carolina positions EZ5821.(NAD 83 (1986)) are NOT consistent with those determined in EZ5821.adjacent state readjustments. The discontinuity between stations EZ5821.located in North Carolina and those in adjacent states EZ5821.which have been adjusted to the HARN may be as much as 5 EZ5821.decimeters. This will result in a significant loss of accuracy EZ5821.over lines crossing such state borders. EZ5821 EZ5821 EZ5821.The horizontal coordinates were established by classical geodetic methods EZ5821.and adjusted by the National Geodetic Survey in March 1990. EZ5821 EZ5821.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5821 EZ5821.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5821 EZ5821.The geoid height was determined by GEOID03. EZ5821 EZ5821; North East Units Scale Factor Converg. EZ5821;SPC NC - 146,292.934 537,246.373 MT 0.99987781 -0 27 28.4 EZ5821;SPC NC - 479,962.73 1,762,615.81 sFT 0.99987781 -0 27 28.4 EZ5821;UTM 17 - 3,881,047.858 610,023.522 MT 0.99974919 +0 41 36.0 EZ5821 EZ5821! - Elev Factor x Scale Factor = Combined Factor EZ5821!SPC NC - 0.99997978 x 0.99987781 = 0.99985760 EZ5821!UTM 17 - 0.99997978 x 0.99974919 = 0.99972898 EZ5821 EZ5821 SUPERSEDED SURVEY CONTROL EZ5821 EZ5821 NGVD 29 (03/28/90) 160.0 (m) 525. (f) VERT ANG EZ5821 EZ5821.Superseded values are not recommended for survey control. EZ5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5821.See file dsdata.txt to determine how the superseded data were derived. EZ5821 EZ5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1002481048(NAD 83) EZ5821_MARKER: DE = TRAVERSE STATION DISK EZ5821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5821_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5821_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5821+STABILITY: SURFACE MOTION EZ5821 EZ5821 HISTORY - Date Condition Report By EZ5821 HISTORY - 1977 MONUMENTED NCGS EZ5821 EZ5821 STATION DESCRIPTION EZ5821 EZ5821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5821'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES WEST OF ELLERBE AND 8.9 EZ5821'MILES NORTH OF ROCKINGHAM. EZ5821' EZ5821'TO REACH THE STATION FROM THE INTERSECTION OF SR 1309 (PAGE STREET) EZ5821'WITH US 220 (MAIN STREET) IN ELLERBE, PROCEED WESTERLY ALONG SR 1309 EZ5821'FOR 2.0 MILES TO HIGH VOLTAGE LINES AND STATION ON LEFT, AT EDGE OF EZ5821'WOODS LINE, AT SOUTHEAST EDGE OF RIDGE, 0.25 MILE NORTHEAST OF EZ5821'INTERSECTION WITH SR 1308 AND SR 1148 (AT MT PLEASANT CHURCH). EZ5821' EZ5821'STATION MARK IS A STANDARD DISK STAMPED---WILL WEBB 1977---SET IN THE EZ5821'TOP OF A CONCRETE CYLINDER WHICH IS 3 INCHES ABOVE THE GROUND SURFACE. EZ5821'THE MARK IS 234.2 FEET SOUTHEAST OF CENTERLINE OF SR 1309, 98.3 FEET EZ5821'SOUTH OF WESTERNMOST SUPPORT POLE WITH REFERENCE TAG, 12.2 FEET NORTH EZ5821'OF 12 INCH OAK WITH REFERENCE TAG AND 10.2 FEET WEST-SOUTHWEST OF 8 EZ5821'INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5822 *********************************************************************** EZ5822 DESIGNATION - WILSON EZ5822 PID - EZ5822 EZ5822 STATE/COUNTY- NC/RICHMOND EZ5822 USGS QUAD - ELLERBE (1982) EZ5822 EZ5822 *CURRENT SURVEY CONTROL EZ5822 ___________________________________________________________________ EZ5822* NAD 83(1986)- 35 04 49.34358(N) 079 45 49.10361(W) ADJUSTED EZ5822* NAVD 88 - 159.6 (meters) 524. (feet) VERTCON EZ5822 ___________________________________________________________________ EZ5822 LAPLACE CORR- -4.22 (seconds) DEFLEC99 EZ5822 GEOID HEIGHT- -30.99 (meters) GEOID03 EZ5822 EZ5822 HORZ ORDER - SECOND EZ5822 EZ5822.The North Carolina HARNS have been completed but, EZ5822.due to contractual restrictions, coordinates for these stations EZ5822.will NOT be published in the near future. In the interim, the EZ5822.published coordinates in North Carolina will not be EZ5822.consistent with the Continuously Operating Reference Stations EZ5822.(CORS). The HARN coordinates for these stations are available EZ5822.upon request. Contact Gary Thompson(919-733-3836). EZ5822. EZ5822.In addition, the published North Carolina positions EZ5822.(NAD 83 (1986)) are NOT consistent with those determined in EZ5822.adjacent state readjustments. The discontinuity between stations EZ5822.located in North Carolina and those in adjacent states EZ5822.which have been adjusted to the HARN may be as much as 5 EZ5822.decimeters. This will result in a significant loss of accuracy EZ5822.over lines crossing such state borders. EZ5822 EZ5822 EZ5822.The horizontal coordinates were established by classical geodetic methods EZ5822.and adjusted by the National Geodetic Survey in March 1990. EZ5822 EZ5822.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5822 EZ5822.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5822 EZ5822.The geoid height was determined by GEOID03. EZ5822 EZ5822; North East Units Scale Factor Converg. EZ5822;SPC NC - 147,846.104 539,967.415 MT 0.99987704 -0 26 26.7 EZ5822;SPC NC - 485,058.43 1,771,543.09 sFT 0.99987704 -0 26 26.7 EZ5822;UTM 17 - 3,882,655.187 612,712.472 MT 0.99975657 +0 42 38.3 EZ5822 EZ5822! - Elev Factor x Scale Factor = Combined Factor EZ5822!SPC NC - 0.99997981 x 0.99987704 = 0.99985685 EZ5822!UTM 17 - 0.99997981 x 0.99975657 = 0.99973639 EZ5822 EZ5822 SUPERSEDED SURVEY CONTROL EZ5822 EZ5822 NGVD 29 (03/28/90) 159.9 (m) 525. (f) VERT ANG EZ5822 EZ5822.Superseded values are not recommended for survey control. EZ5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5822.See file dsdata.txt to determine how the superseded data were derived. EZ5822 EZ5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1271282655(NAD 83) EZ5822_MARKER: DE = TRAVERSE STATION DISK EZ5822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5822_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5822_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ5822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5822+STABILITY: SURFACE MOTION EZ5822 EZ5822 HISTORY - Date Condition Report By EZ5822 HISTORY - 1977 MONUMENTED NCGS EZ5822 EZ5822 STATION DESCRIPTION EZ5822 EZ5822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ5822'THE STATION IS LOCATED APPROXIMATELY 0.6 MILES NORTH OF ELLERBE. EZ5822' EZ5822'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH EZ5822'OF ELLERBE, PROCEED SOUTHERLY ALONG US 220 FOR 0.6 MILES TO SR 1313 EZ5822'(WATT USSERY ROAD) AND STATION ON RIGHT ON SOUTHWEST SIDE OF EZ5822'INTERSECTION. EZ5822' EZ5822'STATION MARK IS A STANDAR DISK STAMPED---WILSON 1977---, SET IN THE EZ5822'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5822'THE MARK IS 47.4 FEET WEST OF THE CENTERLINE OF US 220, 32.3 FEET EZ5822'SOUTH OF THE CENTERLINE DRIVEWAY TO WILSON RESIDENCE, 67.7 FEET NORTH EZ5822'OF A SERVICE POLE WITH REFERENCE TAG, 59.6 FEET NORTHEAST OF A 14 INCH EZ5822'WATER OAK WITH REFERENCE TAG AND 46.3 FEET SOUTH-SOUTHWEST OF STOP EZ5822'SIGN POST IN TRAFFICE ISLAND WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2885 *********************************************************************** EB2885 DESIGNATION - WOOD EB2885 PID - EB2885 EB2885 STATE/COUNTY- NC/RICHMOND EB2885 USGS QUAD - HAMLET (1982) EB2885 EB2885 *CURRENT SURVEY CONTROL EB2885 ___________________________________________________________________ EB2885* NAD 83(1986)- 34 54 36.21645(N) 079 43 10.54996(W) ADJUSTED EB2885* NAVD 88 - 79.6 (meters) 261. (feet) VERTCON EB2885 ___________________________________________________________________ EB2885 LAPLACE CORR- -4.90 (seconds) DEFLEC99 EB2885 GEOID HEIGHT- -31.40 (meters) GEOID03 EB2885 EB2885 HORZ ORDER - SECOND EB2885 EB2885.The North Carolina HARNS have been completed but, EB2885.due to contractual restrictions, coordinates for these stations EB2885.will NOT be published in the near future. In the interim, the EB2885.published coordinates in North Carolina will not be EB2885.consistent with the Continuously Operating Reference Stations EB2885.(CORS). The HARN coordinates for these stations are available EB2885.upon request. Contact Gary Thompson(919-733-3836). EB2885. EB2885.In addition, the published North Carolina positions EB2885.(NAD 83 (1986)) are NOT consistent with those determined in EB2885.adjacent state readjustments. The discontinuity between stations EB2885.located in North Carolina and those in adjacent states EB2885.which have been adjusted to the HARN may be as much as 5 EB2885.decimeters. This will result in a significant loss of accuracy EB2885.over lines crossing such state borders. EB2885 EB2885 EB2885.The horizontal coordinates were established by classical geodetic methods EB2885.and adjusted by the National Geodetic Survey in July 1986. EB2885 EB2885.The NAVD 88 height was computed by applying the VERTCON shift value to EB2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2885 EB2885.The Laplace correction was computed from DEFLEC99 derived deflections. EB2885 EB2885.The geoid height was determined by GEOID03. EB2885 EB2885; North East Units Scale Factor Converg. EB2885;SPC NC - 128,924.192 543,846.502 MT 0.99989027 -0 24 55.2 EB2885;SPC NC - 422,978.79 1,784,269.73 sFT 0.99989027 -0 24 55.2 EB2885;UTM 17 - 3,863,817.192 616,969.961 MT 0.99976863 +0 43 58.2 EB2885 EB2885! - Elev Factor x Scale Factor = Combined Factor EB2885!SPC NC - 0.99999243 x 0.99989027 = 0.99988270 EB2885!UTM 17 - 0.99999243 x 0.99976863 = 0.99976106 EB2885 EB2885|---------------------------------------------------------------------| EB2885| PID Reference Object Distance Geod. Az | EB2885| dddmmss.s | EB2885| EB2888 KAMPUS 387.152 METERS 12759 | EB2885|---------------------------------------------------------------------| EB2885 EB2885 SUPERSEDED SURVEY CONTROL EB2885 EB2885 NAD 27 - 34 54 35.65525(N) 079 43 11.35580(W) AD( ) 2 EB2885 NGVD 29 (07/19/86) 79.9 (m) 262. (f) VERT ANG EB2885 EB2885.Superseded values are not recommended for survey control. EB2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2885.See file dsdata.txt to determine how the superseded data were derived. EB2885 EB2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1697063817(NAD 83) EB2885_MARKER: DE = TRAVERSE STATION DISK EB2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2885_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2885_STAMPING: WOOD 1970 EB2885_MARK LOGO: NCGS EB2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2885+STABILITY: SURFACE MOTION EB2885 EB2885 HISTORY - Date Condition Report By EB2885 HISTORY - 1970 MONUMENTED NCGS EB2885 EB2885 STATION DESCRIPTION EB2885 EB2885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EB2885'WOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2885'VICINITY OF HAMLET, NORTH CAROLINA. EB2885' EB2885'WOOD IS LOCATED APPROXIMATELY 3.6 MILES SOUTHEAST OF ROCKINGHAM AND EB2885'1.5 MILES NORTHWEST OF HAMLET. TO REACH STATION PROCEED FROM THE EB2885'INTERSECTION OF US 1 AND US 74 IN ROCKINGHAM, GO SOUTHEAST OF US 74 EB2885'FOR 2.65 MILES TO INTERSECTION OF US 1 AND SR 1641, CONTINUE EB2885'SOUTHEAST ON US 74 FOR 0.9 MILES TO STATION ON LEFT, IN YARD BETWEEN EB2885'A LIGHT PINK SHINGLED HOUSE AND A CONCRETE BLOCK HOUSE, AND 1.6 EB2885'MILES NORTHWEST OF INTERSECTION OF US 74 AND NC 177 IN EB2885'HAMLET. EB2885' EB2885'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WOOD EB2885'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB2885'FLUSH WITH THE SURFACE OF THE GROUND. EB2885' EB2885'MARK IS EB2885' EB2885'45.1 FEET NNE OF C/L OF W BOUND LANE OF US 74. EB2885'48.0 FEET SE OF C/L OF DIRT DRIVEWAY TO PINK SHINGLED HOUSE. EB2885'41.4 FEET ENE OF E END OF 15 INCH CONCRETE CULVERT UNDER DRIVEWAY. EB2885'148.3 FEET NW OF ALUMINUM REF. TAG ON PP. EB2885'97.7 FEET WSW OF SW CORNER OF CONCRETE BLOCK HOUSE. EB2885'103.2 FEET SW OF 10 INCH OAK TREE ON LAWN OF PINK SHINGLED EB2885'HOUSE. 33.3 FEET SE OF WATER METER BOX CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1553 *********************************************************************** EB1553 DESIGNATION - YARD EB1553 PID - EB1553 EB1553 STATE/COUNTY- NC/RICHMOND EB1553 USGS QUAD - HAMLET (1982) EB1553 EB1553 *CURRENT SURVEY CONTROL EB1553 ___________________________________________________________________ EB1553* NAD 83(1986)- 34 55 39.16159(N) 079 38 33.70487(W) ADJUSTED EB1553* NAVD 88 - 133.993 (meters) 439.61 (feet) ADJUSTED EB1553 ___________________________________________________________________ EB1553 LAPLACE CORR- -5.02 (seconds) DEFLEC99 EB1553 GEOID HEIGHT- -31.61 (meters) GEOID03 EB1553 DYNAMIC HT - 133.868 (meters) 439.20 (feet) COMP EB1553 MODELED GRAV- 979,704.8 (mgal) NAVD 88 EB1553 EB1553 HORZ ORDER - SECOND EB1553 VERT ORDER - FIRST CLASS II EB1553 EB1553.The North Carolina HARNS have been completed but, EB1553.due to contractual restrictions, coordinates for these stations EB1553.will NOT be published in the near future. In the interim, the EB1553.published coordinates in North Carolina will not be EB1553.consistent with the Continuously Operating Reference Stations EB1553.(CORS). The HARN coordinates for these stations are available EB1553.upon request. Contact Gary Thompson(919-733-3836). EB1553. EB1553.In addition, the published North Carolina positions EB1553.(NAD 83 (1986)) are NOT consistent with those determined in EB1553.adjacent state readjustments. The discontinuity between stations EB1553.located in North Carolina and those in adjacent states EB1553.which have been adjusted to the HARN may be as much as 5 EB1553.decimeters. This will result in a significant loss of accuracy EB1553.over lines crossing such state borders. EB1553 EB1553 EB1553.The horizontal coordinates were established by classical geodetic methods EB1553.and adjusted by the National Geodetic Survey in July 1986. EB1553 EB1553.The orthometric height was determined by differential leveling EB1553.and adjusted by the National Geodetic Survey in June 1991. EB1553 EB1553.The Laplace correction was computed from DEFLEC99 derived deflections. EB1553 EB1553.The geoid height was determined by GEOID03. EB1553 EB1553.The dynamic height is computed by dividing the NAVD 88 EB1553.geopotential number by the normal gravity value computed on the EB1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1553.degrees latitude (g = 980.6199 gals.). EB1553 EB1553.The modeled gravity was interpolated from observed gravity values. EB1553 EB1553; North East Units Scale Factor Converg. EB1553;SPC NC - 130,815.464 550,885.984 MT 0.99988851 -0 22 15.4 EB1553;SPC NC - 429,183.73 1,807,365.10 sFT 0.99988851 -0 22 15.4 EB1553;UTM 17 - 3,865,848.916 623,969.360 MT 0.99978941 +0 46 38.0 EB1553 EB1553! - Elev Factor x Scale Factor = Combined Factor EB1553!SPC NC - 0.99998393 x 0.99988851 = 0.99987244 EB1553!UTM 17 - 0.99998393 x 0.99978941 = 0.99977334 EB1553 EB1553: Primary Azimuth Mark Grid Az EB1553:SPC NC - MID 065 21 11.8 EB1553:UTM 17 - MID 064 12 18.4 EB1553 EB1553|---------------------------------------------------------------------| EB1553| PID Reference Object Distance Geod. Az | EB1553| dddmmss.s | EB1553| EB2855 MID APPROX. 1.3 KM 0645856.4 | EB1553|---------------------------------------------------------------------| EB1553 EB1553 SUPERSEDED SURVEY CONTROL EB1553 EB1553 NAD 27 - 34 55 38.60346(N) 079 38 34.51048(W) AD( ) 2 EB1553 NGVD 29 (10/06/93) 134.257 (m) 440.47 (f) ADJUSTED 1 2 EB1553 EB1553.Superseded values are not recommended for survey control. EB1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1553.See file dsdata.txt to determine how the superseded data were derived. EB1553 EB1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2396965849(NAD 83) EB1553_MARKER: DE = TRAVERSE STATION DISK EB1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1553_SP_SET: CONCRETE POST EB1553_STAMPING: YARD 1972 EB1553_MARK LOGO: NCGS EB1553_PROJECTION: PROJECTING 5 CENTIMETERS EB1553_MAGNETIC: N = NO MAGNETIC MATERIAL EB1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1553+STABILITY: SURFACE MOTION EB1553 EB1553 HISTORY - Date Condition Report By EB1553 HISTORY - 1972 MONUMENTED NCGS EB1553 HISTORY - 1980 GOOD NCGS EB1553 HISTORY - 1980 GOOD NCGS EB1553 EB1553 STATION DESCRIPTION EB1553 EB1553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EB1553'YARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1553'VICINITY OF HAMLET, NORTH CAROLINA. EB1553' EB1553'YARD IS LOCATED APPROXIMATELY 4.1 MILES NORTHEAST OF HAMLET AND 8.8 EB1553'MILES SOUTHWEST OF HOFFMAN. TO REACH STATION FROM THE INTERSECTION EB1553'OF US 1 AND NC 177 NORTHEAST OF ROCKINGHAM, PROCEED SSW ALONG NC EB1553'177 FOR 4.4 MILES TO STATION ON LEFT ON A 6 FOOT EMBANKMENT, 1.9 EB1553'MILES NORTHEAST OF INTERSECTION WITH SR 1624, APPROXIMATELY 225 EB1553'FEET WEST OF SEABOARD COAST LINE RR SWITCHING SIGNAL AND EB1553'APPROXIMATELY 150 FEET EAST AND ACROSS NC 177 FROM A DIRT ROAD EB1553'(NNE). EB1553' EB1553'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED YARD EB1553'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB1553'INCHES ABOVE THE GROUND. EB1553' EB1553'MARK IS EB1553' EB1553'86.5 FEET SSE OF C/L OF NC 177. EB1553'100.8 FEET NNW OF W RAIL OF RR. EB1553'32.2 FEET E OF TP ALUMIUM REF. TAG. EB1553'101.1 SW OF TP NO. 2001 WITH ALUMINUM REF. TAG. EB1553'66.0 FEET N OF TP WITH ALUMINUM REF. TAG. EB1553 EB1553 STATION RECOVERY (1980) EB1553 EB1553'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1553'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EB1553'0.8 MILE SOUTHWEST OF THE JUNCTION OF US 1 AND SR 1607 WHICH CROSSES EB1553'A RAILROAD AND 149.7 FEET WEST OF A TELEGRAPH POLE WITH REFERENCE TAG. EB1553'THE TELEPHONE POLES AT 22 FEET AND 101 FEET ARE GONE. EB1553 EB1553 STATION RECOVERY (1980) EB1553 EB1553'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1553'4.1 MI NE FROM HAMLET. EB1553'4.3 MILES NORTHEAST ALONG N.C. 177 FROM INTERSECTION WITH U.S. 74 EB1553'IN HAMLET, ON A 6 FOOT EMBANKMENT, DIRECTLY ACROSS HIGHWAY FROM POWER EB1553'POLE 4158, APPROXIMATELY 150 FEET EAST AND ACROSS HIGHWAY FROM A DIRT EB1553'ROAD, APPROXIMATELY 225 FEET WEST OF A RAILROAD SWITCHING SIGNAL AND EB1553'0.8 MILE SOUTHWEST OF INTERSECTION WITH SR 1607, 86.5 FEET SOUTHEAST EB1553'OF CENTERLINE OF HIGHWAY, 100.8 FEET NORTHWEST OF NORTHWEST RAIL, EB1553'66.0 FEET NORTH OF TELEPHONE POLE WITH REFERENCE TAG AND 149.7 FEET EB1553'WEST OF TELEGRAPH POLE WITH REFERENCE TAG. EB1553'THE MARK IS 6 FT ABOVE HIGHWAY.