1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 FB2798 *********************************************************************** FB2798 DESIGNATION - BURGESS FB2798 PID - FB2798 FB2798 STATE/COUNTY- NC/RUTHERFORD FB2798 USGS QUAD - LAKE LURE (1987) FB2798 FB2798 *CURRENT SURVEY CONTROL FB2798 ___________________________________________________________________ FB2798* NAD 83(1986)- 35 24 11.40282(N) 082 11 48.37802(W) ADJUSTED FB2798* NAVD 88 - 360.5 (meters) 1183. (feet) VERTCON FB2798 ___________________________________________________________________ FB2798 LAPLACE CORR- -7.22 (seconds) DEFLEC99 FB2798 GEOID HEIGHT- -31.40 (meters) GEOID03 FB2798 FB2798 HORZ ORDER - SECOND FB2798 FB2798.The North Carolina/South Carolina HARNS have been completed but, FB2798.due to contractual restrictions, coordinates for these stations FB2798.will NOT be published in the near future. In the interim, the FB2798.published coordinates in North and South Carolina will not be FB2798.consistent with the Continuously Operating Reference Stations FB2798.(CORS). The HARN coordinates for these stations are available FB2798.upon request. Contact Gary Thompson(919-733-3836), or Lewis FB2798.Lapine(803-896-7700). FB2798. FB2798.In addition, the published North and South Carolina positions FB2798.(NAD 83 (1986)) are NOT consistent with those determined in FB2798.adjacent state readjustments. The discontinuity between stations FB2798.located in North or South Carolina and those in adjacent states FB2798.which have been adjusted to the HARN may be as much as 5 FB2798.decimeters. This will result in a significant loss of accuracy FB2798.over lines crossing such state borders. FB2798 FB2798 FB2798.The horizontal coordinates were established by classical geodetic methods FB2798.and adjusted by the National Geodetic Survey in July 1986. FB2798 FB2798.The NAVD 88 height was computed by applying the VERTCON shift value to FB2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2798 FB2798.The Laplace correction was computed from DEFLEC99 derived deflections. FB2798 FB2798.The geoid height was determined by GEOID03. FB2798 FB2798; North East Units Scale Factor Converg. FB2798;SPC NC - 188,060.842 319,298.567 MT 0.99987607 -1 50 42.3 FB2798;SPC NC - 616,996.28 1,047,565.38 sFT 0.99987607 -1 50 42.3 FB2798;UTM 17 - 3,918,411.852 391,328.340 MT 0.99974553 -0 41 36.2 FB2798 FB2798! - Elev Factor x Scale Factor = Combined Factor FB2798!SPC NC - 0.99994835 x 0.99987607 = 0.99982443 FB2798!UTM 17 - 0.99994835 x 0.99974553 = 0.99969389 FB2798 FB2798: Primary Azimuth Mark Grid Az FB2798:SPC NC - CANE CREEK 011 27 47.6 FB2798:UTM 17 - CANE CREEK 010 18 41.5 FB2798 FB2798|---------------------------------------------------------------------| FB2798| PID Reference Object Distance Geod. Az | FB2798| dddmmss.s | FB2798| FB2796 CANE CREEK APPROX. 0.7 KM 0093705.3 | FB2798| FB2797 CABIN 227.455 METERS 16519 | FB2798|---------------------------------------------------------------------| FB2798 FB2798 SUPERSEDED SURVEY CONTROL FB2798 FB2798 NAD 27 - 35 24 10.98883(N) 082 11 48.97457(W) AD( ) 2 FB2798 NGVD 29 (07/19/86) 360.6 (m) 1183. (f) VERT ANG FB2798 FB2798.Superseded values are not recommended for survey control. FB2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2798.See file dsdata.txt to determine how the superseded data were derived. FB2798 FB2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9132818412(NAD 83) FB2798_MARKER: DE = TRAVERSE STATION DISK FB2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2798_MAGNETIC: N = NO MAGNETIC MATERIAL FB2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2798+STABILITY: SURFACE MOTION FB2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB2798+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 FB2798 FB2798 HISTORY - Date Condition Report By FB2798 HISTORY - 1975 MONUMENTED NCGS FB2798 HISTORY - 19961127 GOOD USPSQD FB2798 HISTORY - 20050629 GOOD NCDOT FB2798 FB2798 STATION DESCRIPTION FB2798 FB2798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC) FB2798'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTHEAST OF LAKE LURE FB2798'POST OFFICE AND 7.6 MILES NORTH OF MILL SPRING (POLK COUNTY). FB2798' FB2798'TO REACH THE STATION FROM THE INTERSECTION OF NC 9 AND US 64 AND US 74 FB2798'AT LAKE LURE, PROCEED SOUTH ALONG NC 9 FOR 0.85 MILE TO STATION ON THE FB2798'RIGHT, APPROXIMATELY 350 FEET NORTH OF POLK - RUTHERFORD COUNTY LINE, FB2798'ON NORTH SIDE OF DRIVEWAY ENTRANCE TO BURGESS RESIDENCE, AND 0.4 MILE FB2798'NORTH OF T INTERSECTION WITH SR 1164 (WEST). FB2798' FB2798'STATION MARK IS A STANDARD DISK, STAMPED---BURGESS 1975---, SET IN THE FB2798'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND FB2798'SURFACE. MARK IS 21.9 FEET WEST OF THE CENTERLINE OF NC 9, 32.5 FEET FB2798'SOUTH OF POWER POLE WITH REFERENCE TAG, 16.0 FEET SOUTHEAST OF 8 INCH FB2798'WILD CHERRY WITH REFERENCE TAG AND 12.9 FEET EAST OF 6 INCH PINE WITH FB2798'REFERENCE TAG. FB2798 FB2798 STATION RECOVERY (1996) FB2798 FB2798'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2798'RECOVERED IN GOOD CONDITION. FB2798 FB2798 STATION RECOVERY (2005) FB2798 FB2798'RECOVERY NOTE BY NC DOT 2005 (JIJ) FB2798'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 FB2787 *********************************************************************** FB2787 DESIGNATION - MARROW FB2787 PID - FB2787 FB2787 STATE/COUNTY- NC/RUTHERFORD FB2787 USGS QUAD - LAKE LURE (1987) FB2787 FB2787 *CURRENT SURVEY CONTROL FB2787 ___________________________________________________________________ FB2787* NAD 83(1986)- 35 25 31.93492(N) 082 11 56.50169(W) ADJUSTED FB2787* NAVD 88 - 374.4 (meters) 1228. (feet) VERTCON FB2787 ___________________________________________________________________ FB2787 LAPLACE CORR- -7.62 (seconds) DEFLEC99 FB2787 GEOID HEIGHT- -31.34 (meters) GEOID03 FB2787 FB2787 HORZ ORDER - SECOND FB2787 FB2787.The North Carolina/South Carolina HARNS have been completed but, FB2787.due to contractual restrictions, coordinates for these stations FB2787.will NOT be published in the near future. In the interim, the FB2787.published coordinates in North and South Carolina will not be FB2787.consistent with the Continuously Operating Reference Stations FB2787.(CORS). The HARN coordinates for these stations are available FB2787.upon request. Contact Gary Thompson(919-733-3836), or Lewis FB2787.Lapine(803-896-7700). FB2787. FB2787.In addition, the published North and South Carolina positions FB2787.(NAD 83 (1986)) are NOT consistent with those determined in FB2787.adjacent state readjustments. The discontinuity between stations FB2787.located in North or South Carolina and those in adjacent states FB2787.which have been adjusted to the HARN may be as much as 5 FB2787.decimeters. This will result in a significant loss of accuracy FB2787.over lines crossing such state borders. FB2787 FB2787 FB2787.The horizontal coordinates were established by classical geodetic methods FB2787.and adjusted by the National Geodetic Survey in July 1986. FB2787 FB2787.The NAVD 88 height was computed by applying the VERTCON shift value to FB2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FB2787 FB2787.The Laplace correction was computed from DEFLEC99 derived deflections. FB2787 FB2787.The geoid height was determined by GEOID03. FB2787 FB2787; North East Units Scale Factor Converg. FB2787;SPC NC - 190,547.762 319,173.672 MT 0.99987717 -1 50 47.0 FB2787;SPC NC - 625,155.45 1,047,155.62 sFT 0.99987717 -1 50 47.0 FB2787;UTM 17 - 3,920,895.435 391,153.517 MT 0.99974600 -0 41 42.3 FB2787 FB2787! - Elev Factor x Scale Factor = Combined Factor FB2787!SPC NC - 0.99994616 x 0.99987717 = 0.99982334 FB2787!UTM 17 - 0.99994616 x 0.99974600 = 0.99969217 FB2787 FB2787: Primary Azimuth Mark Grid Az FB2787:SPC NC - THE MOUNTAINS 013 10 49.8 FB2787:UTM 17 - THE MOUNTAINS 012 01 45.1 FB2787 FB2787|---------------------------------------------------------------------| FB2787| PID Reference Object Distance Geod. Az | FB2787| dddmmss.s | FB2787| FB2780 THE MOUNTAINS APPROX. 3.9 KM 0112002.8 | FB2787|---------------------------------------------------------------------| FB2787 FB2787 SUPERSEDED SURVEY CONTROL FB2787 FB2787 NAD 27 - 35 25 31.49334(N) 082 11 57.10864(W) AD( ) 2 FB2787 NGVD 29 (07/19/86) 374.5 (m) 1229. (f) VERT ANG FB2787 FB2787.Superseded values are not recommended for survey control. FB2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB2787.See file dsdata.txt to determine how the superseded data were derived. FB2787 FB2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9115420895(NAD 83) FB2787_MARKER: DE = TRAVERSE STATION DISK FB2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FB2787_SP_SET: SET IN TOP OF CONCRETE MONUMENT FB2787_STAMPING: MARROW 1973 FB2787_MARK LOGO: NCGS FB2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FB2787+STABILITY: SURFACE MOTION FB2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FB2787+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 FB2787 FB2787 HISTORY - Date Condition Report By FB2787 HISTORY - 1973 MONUMENTED NCGS FB2787 HISTORY - 1974 GOOD NCGS FB2787 HISTORY - 19961115 GOOD USPSQD FB2787 HISTORY - 20050629 GOOD NCDOT FB2787 FB2787 STATION DESCRIPTION FB2787 FB2787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) FB2787'MARROW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FB2787'VICINITY OF LAKE LURE, NORTH CAROLINA. FB2787' FB2787'MARROW IS LOCATED APPROXIMATELY IN TOWN OF LAKE LURE, AND 1.7 MILES FB2787'(AIR MILES) EAST OF POST OFFICE. TO REACH STATION FROM THE FB2787'INTERSECTION OF US 64 AND US 74 WITH NC 9 IN LAKE LURE, PROCEED NW FB2787'ALONG US 64 AND US 74 FOR 01.00 MILES TO OLIVER HOLME ROAD ON FB2787'RIGHT, THENCE NORTH ALONG OLIVER HOLME ROAD FOR 0.10 MILES TO FB2787'RIDGEVIEW ROAD ON RIGHT, THENCE EAST ALONG RIDGEVIEW ROAD FOR 0.10 FB2787'MILES TO STATION ON THE LEFT, IN FRONT OF A 1 STORY WHITE FRAME FB2787'HOUSE (MARROW RESIDENCE), AND AMONG A ROW OF ROCKS. FB2787' FB2787'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED MARROW FB2787'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 FB2787'INCHES ABOVE THE SURFACE OF THE GROUND. FB2787' FB2787'MARK IS FB2787'18.2 FEET NNE OF C/L OF RIDGEVIEW ROAD. FB2787'38.0 FEET WNW OF C/L OF MR. MARROWS GRAVEL DRIVEWAY. FB2787'09.5 FEET ESE OF MR. MARROWS SW PROPERTY CORNER. FB2787'44.0 FEET WNW OF MR. MARROWS SE PROPERTY CORNER. FB2787'09.0 FEET ESE OF PP NO. AFA 5 W/ALUMINUM REF. TAG. FB2787'58.0 FEET SW OF SE CORNER OF MR. MARROWS HOUSE (1 STORY WHITE FB2787'FRAMED). FB2787 FB2787 STATION RECOVERY (1974) FB2787 FB2787'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC) FB2787'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. FB2787 FB2787 STATION RECOVERY (1996) FB2787 FB2787'RECOVERY NOTE BY US POWER SQUADRON 1996 FB2787'RECOVERED IN GOOD CONDITION. FB2787 FB2787 STATION RECOVERY (2005) FB2787 FB2787'RECOVERY NOTE BY NC DOT 2005 (JIJ) FB2787'RECOVERED IN GOOD CONDITION.