1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3898 *********************************************************************** EY3898 DESIGNATION - 11 CMP EY3898 PID - EY3898 EY3898 STATE/COUNTY- NC/BEAUFORT EY3898 USGS QUAD - EDWARD (1983) EY3898 EY3898 *CURRENT SURVEY CONTROL EY3898 ___________________________________________________________________ EY3898* NAD 83(1986)- 35 17 36.21660(N) 076 52 50.93217(W) ADJUSTED EY3898* NAVD 88 - 7.79 (+/-2cm) 25.6 (feet) VERTCON EY3898 ___________________________________________________________________ EY3898 LAPLACE CORR- -2.19 (seconds) DEFLEC99 EY3898 GEOID HEIGHT- -37.14 (meters) GEOID03 EY3898 EY3898 HORZ ORDER - THIRD EY3898 VERT ORDER - THIRD ? (See Below) EY3898 EY3898.The North Carolina HARNS have been completed but, EY3898.due to contractual restrictions, coordinates for these stations EY3898.will NOT be published in the near future. In the interim, the EY3898.published coordinates in North Carolina will not be EY3898.consistent with the Continuously Operating Reference Stations EY3898.(CORS). The HARN coordinates for these stations are available EY3898.upon request. Contact Gary Thompson(919-733-3836). EY3898. EY3898.In addition, the published North Carolina positions EY3898.(NAD 83 (1986)) are NOT consistent with those determined in EY3898.adjacent state readjustments. The discontinuity between stations EY3898.located in North Carolina and those in adjacent states EY3898.which have been adjusted to the HARN may be as much as 5 EY3898.decimeters. This will result in a significant loss of accuracy EY3898.over lines crossing such state borders. EY3898 EY3898 EY3898.The horizontal coordinates were established by classical geodetic methods EY3898.and adjusted by the National Geodetic Survey in July 1986. EY3898 EY3898.The NAVD 88 height was computed by applying the VERTCON shift value to EY3898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3898.The vertical order pertains to the NGVD 29 superseded value. EY3898 EY3898.The Laplace correction was computed from DEFLEC99 derived deflections. EY3898 EY3898.The geoid height was determined by GEOID03. EY3898 EY3898; North East Units Scale Factor Converg. EY3898;SPC NC - 173,265.797 802,325.576 MT 0.99987285 +1 13 23.3 EY3898;SPC NC - 568,456.20 2,632,296.49 sFT 0.99987285 +1 13 23.3 EY3898;UTM 18 - 3,907,202.221 328,977.128 MT 0.99996047 -1 05 12.9 EY3898 EY3898! - Elev Factor x Scale Factor = Combined Factor EY3898!SPC NC - 1.00000461 x 0.99987285 = 0.99987746 EY3898!UTM 18 - 1.00000461 x 0.99996047 = 0.99996508 EY3898 EY3898 SUPERSEDED SURVEY CONTROL EY3898 EY3898 NAD 27 - 35 17 35.62406(N) 076 52 52.13844(W) AD( ) 3 EY3898 NGVD 29 (07/19/86) 8.12 (m) 26.6 (f) LEVELING 3 EY3898 EY3898.Superseded values are not recommended for survey control. EY3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3898.See file dsdata.txt to determine how the superseded data were derived. EY3898 EY3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2897707202(NAD 83) EY3898_MARKER: DD = SURVEY DISK EY3898_SETTING: 0 = UNSPECIFIED SETTING EY3898_STAMPING: 11 CMP 1964 27 ET EY3898_MARK LOGO: USGS EY3898_MAGNETIC: N = NO MAGNETIC MATERIAL EY3898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3898 EY3898 HISTORY - Date Condition Report By EY3898 HISTORY - 1964 MONUMENTED USGS EY3898 EY3898 STATION DESCRIPTION EY3898 EY3898'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW) EY3898'ASKIN, 12.6 MI E. OF, ALONG PAVED RD., THENCE 0.2 MI S. ALONG DIRT EY3898'RD., 21 FT E. OF, AND 0.6 FT HIGHER THAN CENTERLINE OF RD. AT T-RD. W. EY3898'OPPOSITE, IN CONCRETE POST, STANDARD USGS TABLET EY3898'STAMPED---11 CMP 1964 27 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3876 *********************************************************************** EY3876 DESIGNATION - 12 CMP EY3876 PID - EY3876 EY3876 STATE/COUNTY- NC/BEAUFORT EY3876 USGS QUAD - AURORA (1993) EY3876 EY3876 *CURRENT SURVEY CONTROL EY3876 ___________________________________________________________________ EY3876* NAD 83(1986)- 35 16 24.02405(N) 076 52 27.36630(W) ADJUSTED EY3876* NAVD 88 - 9.57 (+/-2cm) 31.4 (feet) VERTCON EY3876 ___________________________________________________________________ EY3876 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY3876 GEOID HEIGHT- -37.18 (meters) GEOID03 EY3876 EY3876 HORZ ORDER - THIRD EY3876 VERT ORDER - THIRD ? (See Below) EY3876 EY3876.The North Carolina HARNS have been completed but, EY3876.due to contractual restrictions, coordinates for these stations EY3876.will NOT be published in the near future. In the interim, the EY3876.published coordinates in North Carolina will not be EY3876.consistent with the Continuously Operating Reference Stations EY3876.(CORS). The HARN coordinates for these stations are available EY3876.upon request. Contact Gary Thompson(919-733-3836). EY3876. EY3876.In addition, the published North Carolina positions EY3876.(NAD 83 (1986)) are NOT consistent with those determined in EY3876.adjacent state readjustments. The discontinuity between stations EY3876.located in North Carolina and those in adjacent states EY3876.which have been adjusted to the HARN may be as much as 5 EY3876.decimeters. This will result in a significant loss of accuracy EY3876.over lines crossing such state borders. EY3876 EY3876 EY3876.The horizontal coordinates were established by classical geodetic methods EY3876.and adjusted by the National Geodetic Survey in July 1986. EY3876 EY3876.The NAVD 88 height was computed by applying the VERTCON shift value to EY3876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3876.The vertical order pertains to the NGVD 29 superseded value. EY3876 EY3876.The Laplace correction was computed from DEFLEC99 derived deflections. EY3876 EY3876.The geoid height was determined by GEOID03. EY3876 EY3876; North East Units Scale Factor Converg. EY3876;SPC NC - 171,054.469 802,968.435 MT 0.99987266 +1 13 36.9 EY3876;SPC NC - 561,201.20 2,634,405.61 sFT 0.99987266 +1 13 36.9 EY3876;UTM 18 - 3,904,966.587 329,530.390 MT 0.99995814 -1 04 57.4 EY3876 EY3876! - Elev Factor x Scale Factor = Combined Factor EY3876!SPC NC - 1.00000433 x 0.99987266 = 0.99987699 EY3876!UTM 18 - 1.00000433 x 0.99995814 = 0.99996247 EY3876 EY3876 SUPERSEDED SURVEY CONTROL EY3876 EY3876 NAD 27 - 35 16 23.42413(N) 076 52 28.59878(W) AD( ) 3 EY3876 NGVD 29 (07/19/86) 9.90 (m) 32.5 (f) LEVELING 3 EY3876 EY3876.Superseded values are not recommended for survey control. EY3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3876.See file dsdata.txt to determine how the superseded data were derived. EY3876 EY3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2953004967(NAD 83) EY3876_MARKER: DD = SURVEY DISK EY3876_SETTING: 0 = UNSPECIFIED SETTING EY3876_STAMPING: 12 CMP 1964 32 ET EY3876_MARK LOGO: USGS EY3876_MAGNETIC: N = NO MAGNETIC MATERIAL EY3876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3876 EY3876 HISTORY - Date Condition Report By EY3876 HISTORY - 1964 MONUMENTED USGS EY3876 EY3876 STATION DESCRIPTION EY3876 EY3876'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW) EY3876'ASKIN, 12.6 MI E. OF ALONG PAVED RD., THENCE 1.8 MI S. ALONG DIRT RD. EY3876'TO MARYS CHAPEL, 233 FT N. AND 59 FT W. OF, AND 6.2 FT HIGHER THAN EY3876'CENTERLINE OF RD. AT T-RD. W., IN NE. CORNER OF SECOND STEP TO CHURCH EY3876'STAMPED TABLET STANDARD TABLET STAMPED---12 CMP 1964 32 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3872 *********************************************************************** EY3872 DESIGNATION - 13 CMP EY3872 PID - EY3872 EY3872 STATE/COUNTY- NC/BEAUFORT EY3872 USGS QUAD - AURORA (1993) EY3872 EY3872 *CURRENT SURVEY CONTROL EY3872 ___________________________________________________________________ EY3872* NAD 83(1986)- 35 15 45.89768(N) 076 52 04.88470(W) ADJUSTED EY3872* NAVD 88 - 8.66 (+/-2cm) 28.4 (feet) VERTCON EY3872 ___________________________________________________________________ EY3872 LAPLACE CORR- -1.98 (seconds) DEFLEC99 EY3872 GEOID HEIGHT- -37.20 (meters) GEOID03 EY3872 EY3872 HORZ ORDER - THIRD EY3872 VERT ORDER - THIRD ? (See Below) EY3872 EY3872.The North Carolina HARNS have been completed but, EY3872.due to contractual restrictions, coordinates for these stations EY3872.will NOT be published in the near future. In the interim, the EY3872.published coordinates in North Carolina will not be EY3872.consistent with the Continuously Operating Reference Stations EY3872.(CORS). The HARN coordinates for these stations are available EY3872.upon request. Contact Gary Thompson(919-733-3836). EY3872. EY3872.In addition, the published North Carolina positions EY3872.(NAD 83 (1986)) are NOT consistent with those determined in EY3872.adjacent state readjustments. The discontinuity between stations EY3872.located in North Carolina and those in adjacent states EY3872.which have been adjusted to the HARN may be as much as 5 EY3872.decimeters. This will result in a significant loss of accuracy EY3872.over lines crossing such state borders. EY3872 EY3872 EY3872.The horizontal coordinates were established by classical geodetic methods EY3872.and adjusted by the National Geodetic Survey in July 1986. EY3872 EY3872.The NAVD 88 height was computed by applying the VERTCON shift value to EY3872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3872.The vertical order pertains to the NGVD 29 superseded value. EY3872 EY3872.The Laplace correction was computed from DEFLEC99 derived deflections. EY3872 EY3872.The geoid height was determined by GEOID03. EY3872 EY3872; North East Units Scale Factor Converg. EY3872;SPC NC - 169,892.086 803,561.644 MT 0.99987261 +1 13 49.8 EY3872;SPC NC - 557,387.62 2,636,351.83 sFT 0.99987261 +1 13 49.8 EY3872;UTM 18 - 3,903,781.145 330,076.324 MT 0.99995585 -1 04 43.4 EY3872 EY3872! - Elev Factor x Scale Factor = Combined Factor EY3872!SPC NC - 1.00000448 x 0.99987261 = 0.99987709 EY3872!UTM 18 - 1.00000448 x 0.99995585 = 0.99996033 EY3872 EY3872 SUPERSEDED SURVEY CONTROL EY3872 EY3872 NAD 27 - 35 15 45.29129(N) 076 52 06.13160(W) AD( ) 3 EY3872 NGVD 29 (07/19/86) 8.99 (m) 29.5 (f) LEVELING 3 EY3872 EY3872.Superseded values are not recommended for survey control. EY3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3872.See file dsdata.txt to determine how the superseded data were derived. EY3872 EY3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3007603781(NAD 83) EY3872_MARKER: DD = SURVEY DISK EY3872_SETTING: 0 = UNSPECIFIED SETTING EY3872_STAMPING: 13 CMP 1964 30 ET EY3872_MARK LOGO: USGS EY3872_MAGNETIC: N = NO MAGNETIC MATERIAL EY3872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3872 EY3872 HISTORY - Date Condition Report By EY3872 HISTORY - 1964 MONUMENTED USGS EY3872 EY3872 STATION DESCRIPTION EY3872 EY3872'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW) EY3872'ASKIN, 12.6 E. OF, ALONG PAVED RD., THENCE 2.2 MI S. ALONG DIRT EY3872'AND PAVED RD., THENCE 0.6 MI S. ALONG DIRT RD., 2 FT W. OF POWER POLE, EY3872'61 FT N. AND 22 FT E. OF, AND 1.5 FT HIGHER THAN PRIVATE DRIVE E., EY3872'0.9 MI W. OF INTERSECTION OF STATE HIGHWAY 306 AND COUNTY ROAD 1927, EY3872'IN CONCRETE POST, STANDARD TABLET STAMPED---13 CMP 1964 30 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3867 *********************************************************************** EY3867 DESIGNATION - 14 CMP EY3867 PID - EY3867 EY3867 STATE/COUNTY- NC/BEAUFORT EY3867 USGS QUAD - AURORA (1993) EY3867 EY3867 *CURRENT SURVEY CONTROL EY3867 ___________________________________________________________________ EY3867* NAD 83(1986)- 35 15 32.05521(N) 076 51 23.41428(W) ADJUSTED EY3867* NAVD 88 - 16.71 (+/-2cm) 54.8 (feet) VERTCON EY3867 ___________________________________________________________________ EY3867 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY3867 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3867 EY3867 HORZ ORDER - THIRD EY3867 VERT ORDER - THIRD ? (See Below) EY3867 EY3867.The North Carolina HARNS have been completed but, EY3867.due to contractual restrictions, coordinates for these stations EY3867.will NOT be published in the near future. In the interim, the EY3867.published coordinates in North Carolina will not be EY3867.consistent with the Continuously Operating Reference Stations EY3867.(CORS). The HARN coordinates for these stations are available EY3867.upon request. Contact Gary Thompson(919-733-3836). EY3867. EY3867.In addition, the published North Carolina positions EY3867.(NAD 83 (1986)) are NOT consistent with those determined in EY3867.adjacent state readjustments. The discontinuity between stations EY3867.located in North Carolina and those in adjacent states EY3867.which have been adjusted to the HARN may be as much as 5 EY3867.decimeters. This will result in a significant loss of accuracy EY3867.over lines crossing such state borders. EY3867 EY3867 EY3867.The horizontal coordinates were established by classical geodetic methods EY3867.and adjusted by the National Geodetic Survey in July 1986. EY3867 EY3867.The NAVD 88 height was computed by applying the VERTCON shift value to EY3867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3867.The vertical order pertains to the NGVD 29 superseded value. EY3867 EY3867.The Laplace correction was computed from DEFLEC99 derived deflections. EY3867 EY3867.The geoid height was determined by GEOID03. EY3867 EY3867; North East Units Scale Factor Converg. EY3867;SPC NC - 169,488.209 804,618.704 MT 0.99987260 +1 14 13.8 EY3867;SPC NC - 556,062.57 2,639,819.86 sFT 0.99987260 +1 14 13.8 EY3867;UTM 18 - 3,903,334.969 331,116.337 MT 0.99995151 -1 04 19.1 EY3867 EY3867! - Elev Factor x Scale Factor = Combined Factor EY3867!SPC NC - 1.00000322 x 0.99987260 = 0.99987582 EY3867!UTM 18 - 1.00000322 x 0.99995151 = 0.99995473 EY3867 EY3867: Primary Azimuth Mark Grid Az EY3867:SPC NC - TURNSTALL 24 086 26 09.4 EY3867:UTM 18 - TURNSTALL 24 088 44 42.3 EY3867 EY3867|---------------------------------------------------------------------| EY3867| PID Reference Object Distance Geod. Az | EY3867| dddmmss.s | EY3867| EY3866 TURNSTALL 24 489.978 METERS 0874023.2 | EY3867| EY3868 TURNSTALL 22 214.597 METERS 27100 | EY3867|---------------------------------------------------------------------| EY3867 EY3867 SUPERSEDED SURVEY CONTROL EY3867 EY3867 NAD 27 - 35 15 31.44019(N) 076 51 24.66643(W) AD( ) 3 EY3867 NGVD 29 (07/19/86) 17.04 (m) 55.9 (f) LEVELING 3 EY3867 EY3867.Superseded values are not recommended for survey control. EY3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3867.See file dsdata.txt to determine how the superseded data were derived. EY3867 EY3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3111603335(NAD 83) EY3867_MARKER: DD = SURVEY DISK EY3867_SETTING: 0 = UNSPECIFIED SETTING EY3867_STAMPING: 14 CMP 1964 56 ET EY3867_MARK LOGO: USGS EY3867_MAGNETIC: N = NO MAGNETIC MATERIAL EY3867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3867 EY3867 HISTORY - Date Condition Report By EY3867 HISTORY - 1964 MONUMENTED USGS EY3867 EY3867 STATION DESCRIPTION EY3867 EY3867'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (GBG) EY3867'ASKIN, AT INTERSECTION OF STATE HIGHWAY 306 AND COUNTY ROAD 1927 N. EY3867'OF GRANTSBORO, 10 FT S. OF FENCE CORNER, 33 FT S. AND 30 FT W. OF, EY3867'AND 0.6 FT HIGHER THAN CENTERLINE OF CROSSROADS, IN CONCRETE POST, EY3867'STANDARD TABLET STAMPED---14 CMP 1964 56 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3862 *********************************************************************** EY3862 DESIGNATION - 16 CMP EY3862 PID - EY3862 EY3862 STATE/COUNTY- NC/BEAUFORT EY3862 USGS QUAD - AURORA (1993) EY3862 EY3862 *CURRENT SURVEY CONTROL EY3862 ___________________________________________________________________ EY3862* NAD 83(1986)- 35 15 27.20695(N) 076 49 10.75028(W) ADJUSTED EY3862* NAVD 88 - 4.26 (+/-2cm) 14.0 (feet) VERTCON EY3862 ___________________________________________________________________ EY3862 LAPLACE CORR- -1.35 (seconds) DEFLEC99 EY3862 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3862 EY3862 HORZ ORDER - THIRD EY3862 VERT ORDER - THIRD ? (See Below) EY3862 EY3862.The North Carolina HARNS have been completed but, EY3862.due to contractual restrictions, coordinates for these stations EY3862.will NOT be published in the near future. In the interim, the EY3862.published coordinates in North Carolina will not be EY3862.consistent with the Continuously Operating Reference Stations EY3862.(CORS). The HARN coordinates for these stations are available EY3862.upon request. Contact Gary Thompson(919-733-3836). EY3862. EY3862.In addition, the published North Carolina positions EY3862.(NAD 83 (1986)) are NOT consistent with those determined in EY3862.adjacent state readjustments. The discontinuity between stations EY3862.located in North Carolina and those in adjacent states EY3862.which have been adjusted to the HARN may be as much as 5 EY3862.decimeters. This will result in a significant loss of accuracy EY3862.over lines crossing such state borders. EY3862 EY3862 EY3862.The horizontal coordinates were established by classical geodetic methods EY3862.and adjusted by the National Geodetic Survey in July 1986. EY3862 EY3862.The NAVD 88 height was computed by applying the VERTCON shift value to EY3862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3862.The vertical order pertains to the NGVD 29 superseded value. EY3862 EY3862.The Laplace correction was computed from DEFLEC99 derived deflections. EY3862 EY3862.The geoid height was determined by GEOID03. EY3862 EY3862; North East Units Scale Factor Converg. EY3862;SPC NC - 169,411.866 807,974.202 MT 0.99987260 +1 15 30.4 EY3862;SPC NC - 555,812.10 2,650,828.69 sFT 0.99987260 +1 15 30.4 EY3862;UTM 18 - 3,903,123.478 334,466.277 MT 0.99993770 -1 03 02.3 EY3862 EY3862! - Elev Factor x Scale Factor = Combined Factor EY3862!SPC NC - 1.00000518 x 0.99987260 = 0.99987778 EY3862!UTM 18 - 1.00000518 x 0.99993770 = 0.99994288 EY3862 EY3862 SUPERSEDED SURVEY CONTROL EY3862 EY3862 NAD 27 - 35 15 26.57826(N) 076 49 12.00677(W) AD( ) 3 EY3862 NGVD 29 (07/19/86) 4.59 (m) 15.1 (f) LEVELING 3 EY3862 EY3862.Superseded values are not recommended for survey control. EY3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3862.See file dsdata.txt to determine how the superseded data were derived. EY3862 EY3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3446603123(NAD 83) EY3862_MARKER: DD = SURVEY DISK EY3862_SETTING: 0 = UNSPECIFIED SETTING EY3862_STAMPING: 16 CMP 1964 15 ET EY3862_MARK LOGO: USGS EY3862_MAGNETIC: N = NO MAGNETIC MATERIAL EY3862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3862 EY3862 HISTORY - Date Condition Report By EY3862 HISTORY - 1964 MONUMENTED USGS EY3862 EY3862 STATION DESCRIPTION EY3862 EY3862'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW) EY3862'GRANTSBORO, 2.1 MI E. OF INTERSECTION OF STATE HIGHWAY 306 AND COUNTY EY3862'ROAD 1927 N., ALONG ROAD 1927, 37 FT N. AND 29 FT E. OF, AND LEVEL EY3862'WITH CENTERLINE OF T-RD. N., IN CONCRETE POST, STANDARD TABLET STAMPED EY3862'---16 CMP 1964 15 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3854 *********************************************************************** EY3854 DESIGNATION - 18 CMP EY3854 PID - EY3854 EY3854 STATE/COUNTY- NC/BEAUFORT EY3854 USGS QUAD - AURORA (1993) EY3854 EY3854 *CURRENT SURVEY CONTROL EY3854 ___________________________________________________________________ EY3854* NAD 83(1986)- 35 15 45.82587(N) 076 46 43.85612(W) ADJUSTED EY3854* NAVD 88 - 2.13 (+/-2cm) 7.0 (feet) VERTCON EY3854 ___________________________________________________________________ EY3854 LAPLACE CORR- -0.88 (seconds) DEFLEC99 EY3854 GEOID HEIGHT- -37.28 (meters) GEOID03 EY3854 EY3854 HORZ ORDER - THIRD EY3854 VERT ORDER - THIRD ? (See Below) EY3854 EY3854.The North Carolina HARNS have been completed but, EY3854.due to contractual restrictions, coordinates for these stations EY3854.will NOT be published in the near future. In the interim, the EY3854.published coordinates in North Carolina will not be EY3854.consistent with the Continuously Operating Reference Stations EY3854.(CORS). The HARN coordinates for these stations are available EY3854.upon request. Contact Gary Thompson(919-733-3836). EY3854. EY3854.In addition, the published North Carolina positions EY3854.(NAD 83 (1986)) are NOT consistent with those determined in EY3854.adjacent state readjustments. The discontinuity between stations EY3854.located in North Carolina and those in adjacent states EY3854.which have been adjusted to the HARN may be as much as 5 EY3854.decimeters. This will result in a significant loss of accuracy EY3854.over lines crossing such state borders. EY3854 EY3854 EY3854.The horizontal coordinates were established by classical geodetic methods EY3854.and adjusted by the National Geodetic Survey in July 1986. EY3854 EY3854.The NAVD 88 height was computed by applying the VERTCON shift value to EY3854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3854.The vertical order pertains to the NGVD 29 superseded value. EY3854 EY3854.The Laplace correction was computed from DEFLEC99 derived deflections. EY3854 EY3854.The geoid height was determined by GEOID03. EY3854 EY3854; North East Units Scale Factor Converg. EY3854;SPC NC - 170,067.752 811,673.188 MT 0.99987261 +1 16 55.1 EY3854;SPC NC - 557,963.95 2,662,964.45 sFT 0.99987261 +1 16 55.1 EY3854;UTM 18 - 3,903,629.825 338,188.899 MT 0.99992268 -1 01 37.9 EY3854 EY3854! - Elev Factor x Scale Factor = Combined Factor EY3854!SPC NC - 1.00000552 x 0.99987261 = 0.99987813 EY3854!UTM 18 - 1.00000552 x 0.99992268 = 0.99992820 EY3854 EY3854 SUPERSEDED SURVEY CONTROL EY3854 EY3854 NAD 27 - 35 15 45.19738(N) 076 46 45.11486(W) AD( ) 3 EY3854 NGVD 29 (07/19/86) 2.46 (m) 8.1 (f) LEVELING 3 EY3854 EY3854.Superseded values are not recommended for survey control. EY3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3854.See file dsdata.txt to determine how the superseded data were derived. EY3854 EY3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3818903630(NAD 83) EY3854_MARKER: DD = SURVEY DISK EY3854_SETTING: 0 = UNSPECIFIED SETTING EY3854_STAMPING: 18 CMP 1964 8 ET EY3854_MARK LOGO: USGS EY3854_MAGNETIC: N = NO MAGNETIC MATERIAL EY3854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3854 EY3854 HISTORY - Date Condition Report By EY3854 HISTORY - 1964 MONUMENTED USGS EY3854 EY3854 STATION DESCRIPTION EY3854 EY3854'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW) EY3854'BAYBORO, 8.4 MI N. OF, ALONG COUNTY ROAD 1002, 1 FT S. OF STOP SIGN, EY3854'20 FT S. AND 63 FT W. OF, AND 0.4 FT LOWER THAN CENTERLINE OF RD. AT EY3854'JUNCTION OF T-RD. W., IN CONCRETE POST, STANDARD USGS TABLET EY3854'STAMPED---18 CMP 1964 8 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3694 *********************************************************************** EY3694 DESIGNATION - 19 CMP EY3694 PID - EY3694 EY3694 STATE/COUNTY- NC/BEAUFORT EY3694 USGS QUAD - BAYBORO (1983) EY3694 EY3694 *CURRENT SURVEY CONTROL EY3694 ___________________________________________________________________ EY3694* NAD 83(1986)- 35 14 47.18596(N) 076 46 42.99435(W) ADJUSTED EY3694* NAVD 88 - 3.58 (+/-2cm) 11.7 (feet) VERTCON EY3694 ___________________________________________________________________ EY3694 LAPLACE CORR- -0.67 (seconds) DEFLEC99 EY3694 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3694 EY3694 HORZ ORDER - THIRD EY3694 VERT ORDER - THIRD ? (See Below) EY3694 EY3694.The North Carolina HARNS have been completed but, EY3694.due to contractual restrictions, coordinates for these stations EY3694.will NOT be published in the near future. In the interim, the EY3694.published coordinates in North Carolina will not be EY3694.consistent with the Continuously Operating Reference Stations EY3694.(CORS). The HARN coordinates for these stations are available EY3694.upon request. Contact Gary Thompson(919-733-3836). EY3694. EY3694.In addition, the published North Carolina positions EY3694.(NAD 83 (1986)) are NOT consistent with those determined in EY3694.adjacent state readjustments. The discontinuity between stations EY3694.located in North Carolina and those in adjacent states EY3694.which have been adjusted to the HARN may be as much as 5 EY3694.decimeters. This will result in a significant loss of accuracy EY3694.over lines crossing such state borders. EY3694 EY3694 EY3694.The horizontal coordinates were established by classical geodetic methods EY3694.and adjusted by the National Geodetic Survey in July 1986. EY3694 EY3694.The NAVD 88 height was computed by applying the VERTCON shift value to EY3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3694.The vertical order pertains to the NGVD 29 superseded value. EY3694 EY3694.The Laplace correction was computed from DEFLEC99 derived deflections. EY3694 EY3694.The geoid height was determined by GEOID03. EY3694 EY3694; North East Units Scale Factor Converg. EY3694;SPC NC - 168,261.750 811,735.393 MT 0.99987260 +1 16 55.6 EY3694;SPC NC - 552,038.76 2,663,168.54 sFT 0.99987260 +1 16 55.6 EY3694;UTM 18 - 3,901,822.693 338,178.293 MT 0.99992272 -1 01 35.9 EY3694 EY3694! - Elev Factor x Scale Factor = Combined Factor EY3694!SPC NC - 1.00000529 x 0.99987260 = 0.99987789 EY3694!UTM 18 - 1.00000529 x 0.99992272 = 0.99992801 EY3694 EY3694: Primary Azimuth Mark Grid Az EY3694:SPC NC - IDALIA 7 177 07 27.8 EY3694:UTM 18 - IDALIA 7 179 25 59.3 EY3694 EY3694|---------------------------------------------------------------------| EY3694| PID Reference Object Distance Geod. Az | EY3694| dddmmss.s | EY3694| EY3693 IDALIA 7 402.556 METERS 1782423.4 | EY3694|---------------------------------------------------------------------| EY3694 EY3694 SUPERSEDED SURVEY CONTROL EY3694 EY3694 NAD 27 - 35 14 46.55758(N) 076 46 44.24873(W) AD( ) 3 EY3694 NGVD 29 (07/19/86) 3.91 (m) 12.8 (f) LEVELING 3 EY3694 EY3694.Superseded values are not recommended for survey control. EY3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3694.See file dsdata.txt to determine how the superseded data were derived. EY3694 EY3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3817801823(NAD 83) EY3694_MARKER: DD = SURVEY DISK EY3694_SETTING: 0 = UNSPECIFIED SETTING EY3694_STAMPING: 19 CMP 1964 13 ET EY3694_MARK LOGO: USGS EY3694_MAGNETIC: N = NO MAGNETIC MATERIAL EY3694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3694 EY3694 HISTORY - Date Condition Report By EY3694 HISTORY - 1964 MONUMENTED USGS EY3694 EY3694 STATION DESCRIPTION EY3694 EY3694'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW) EY3694'BAYBORO, 7.3 MI N. OF, ALONG COUNTY ROAD 1002, 38 FT S. AND 26 FT E. EY3694'OF, AND 0.3 FT HIGHER THAN CENTERLINE OF RD. AT DRAIN CROSSING, IN EY3694'CONCRETE POST, STANDARD TABLET STAMPED---19 CMP 1964 13 ET---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE6114 *********************************************************************** AE6114 DESIGNATION - 20 CMP AE6114 PID - AE6114 AE6114 STATE/COUNTY- NC/BEAUFORT AE6114 USGS QUAD - BAYBORO (1983) AE6114 AE6114 *CURRENT SURVEY CONTROL AE6114 ___________________________________________________________________ AE6114* NAD 83(1986)- 35 14 01.78626(N) 076 46 35.04651(W) ADJUSTED AE6114* NAVD 88 - 4.001 (meters) 13.13 (feet) ADJUSTED AE6114 ___________________________________________________________________ AE6114 LAPLACE CORR- -0.49 (seconds) DEFLEC99 AE6114 GEOID HEIGHT- -37.31 (meters) GEOID03 AE6114 DYNAMIC HT - 3.998 (meters) 13.12 (feet) COMP AE6114 MODELED GRAV- 979,737.5 (mgal) NAVD 88 AE6114 AE6114 HORZ ORDER - SECOND AE6114 VERT ORDER - SECOND CLASS II AE6114 AE6114.The North Carolina HARNS have been completed but, AE6114.due to contractual restrictions, coordinates for these stations AE6114.will NOT be published in the near future. In the interim, the AE6114.published coordinates in North Carolina will not be AE6114.consistent with the Continuously Operating Reference Stations AE6114.(CORS). The HARN coordinates for these stations are available AE6114.upon request. Contact Gary Thompson(919-733-3836). AE6114. AE6114.In addition, the published North Carolina positions AE6114.(NAD 83 (1986)) are NOT consistent with those determined in AE6114.adjacent state readjustments. The discontinuity between stations AE6114.located in North Carolina and those in adjacent states AE6114.which have been adjusted to the HARN may be as much as 5 AE6114.decimeters. This will result in a significant loss of accuracy AE6114.over lines crossing such state borders. AE6114 AE6114 AE6114.The horizontal coordinates were established by classical geodetic methods AE6114.and adjusted by the National Geodetic Survey in April 1998. AE6114 AE6114.The orthometric height was determined by differential leveling AE6114.and adjusted by the National Geodetic Survey in June 1998. AE6114 AE6114.The Laplace correction was computed from DEFLEC99 derived deflections. AE6114 AE6114.The geoid height was determined by GEOID03. AE6114 AE6114.The dynamic height is computed by dividing the NAVD 88 AE6114.geopotential number by the normal gravity value computed on the AE6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6114.degrees latitude (g = 980.6199 gals.). AE6114 AE6114.The modeled gravity was interpolated from observed gravity values. AE6114 AE6114; North East Units Scale Factor Converg. AE6114;SPC NC - 166,867.647 811,967.584 MT 0.99987264 +1 17 00.2 AE6114;SPC NC - 547,464.94 2,663,930.32 sFT 0.99987264 +1 17 00.2 AE6114;UTM 18 - 3,900,420.298 338,354.147 MT 0.99992202 -1 01 30.2 AE6114 AE6114! - Elev Factor x Scale Factor = Combined Factor AE6114!SPC NC - 1.00000523 x 0.99987264 = 0.99987787 AE6114!UTM 18 - 1.00000523 x 0.99992202 = 0.99992725 AE6114 AE6114 SUPERSEDED SURVEY CONTROL AE6114 AE6114 NGVD 29 (04/21/98) 4.36 (m) 14.3 (f) LEVELING 3 AE6114 AE6114.Superseded values are not recommended for survey control. AE6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE6114.See file dsdata.txt to determine how the superseded data were derived. AE6114 AE6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3835400420(NAD 83) AE6114_MARKER: DB = BENCH MARK DISK AE6114_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AE6114_STAMPING: 20 CMP 1964 15 AE6114_MARK LOGO: USGS AE6114_MAGNETIC: N = NO MAGNETIC MATERIAL AE6114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6114+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1996 AE6114 AE6114 HISTORY - Date Condition Report By AE6114 HISTORY - 1964 MONUMENTED USGS AE6114 HISTORY - 19890101 GOOD NCGS AE6114 HISTORY - 19960101 GOOD NCGS AE6114 AE6114 STATION DESCRIPTION AE6114 AE6114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) AE6114'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF AURORA AND 6.3 MI AE6114'(10.1 KM) NORTH OF BAYBORO.$ALONG SR 1002 FOR 5.00 MI (8.05 KM) SOUTH AE6114'FROM NC 33 (IN AURORA), BETWEEN A LARGE CANAL AND SR 1002, IN AE6114'SHOULDER, ON PROLONGATION OF THE CENTER OF A DRAINAGE DITCH.$MARK IS AE6114'ABOUT 1-FOOT LOWER THAN SR 1002 AND PROJECTS 2 INCHES ABOVE GROUND. AE6114'LOCATED 8.80 M (28.87 FT) EAST OF THE CENTERLINE OF SR 1002, 28.40 M AE6114'(93.18 FT) NORTHWEST OF THE CENTERLINE OF FIELD ROAD, AND 8.35 M AE6114'(27.39 FT) SOUTH-SOUTHWEST OF A QUAD TRUNK SYCAMORE WITH A REFERENCE AE6114'TAG. AE6114 AE6114 STATION RECOVERY (1996) AE6114 AE6114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AE6114'4.9 MI (7.9 KM ) SOUTH OF AURORA AND 6.3 MI (10.1 KM) NORTH OF AE6114'BAYBORO, ALONG SR 1002 FRO 5.0 MI (8.05 KM) SOUTH FROM NC 33 (IN AE6114'AURORA), BETWEEN A LARGE CANAL AND SR 1002, IN THE SHOULDER, ON AE6114'PROLONGATION OF THE CENTER OF A DRAINAGE DITCH, ABOUT 1 FOOT LOWER AE6114'THAN SR 1002, AND PROJECTS 2 INCHES ABOVE GROUND, 8.8 M (28.87 FT) AE6114'EAST OF THE CENTERLINE OF SR 1002, 28.4 M (93.18 FT) NORTHEAST OF THE AE6114'CENTERLINE OF FIELD ROAD, AND 8.35 M (27.39 FT) SOUTH-SOUTHEAST OF A AE6114'QUAD TRUNK SYCAMORE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8781 *********************************************************************** AE8781 DESIGNATION - 8 CMP AE8781 PID - AE8781 AE8781 STATE/COUNTY- NC/BEAUFORT AE8781 USGS QUAD - EDWARD (1983) AE8781 AE8781 *CURRENT SURVEY CONTROL AE8781 ___________________________________________________________________ AE8781* NAD 83(1986)- 35 17 08.28132(N) 076 55 41.28458(W) ADJUSTED AE8781* NAVD 88 - 11.051 (meters) 36.26 (feet) ADJUSTED AE8781 ___________________________________________________________________ AE8781 LAPLACE CORR- -2.34 (seconds) DEFLEC99 AE8781 GEOID HEIGHT- -37.09 (meters) GEOID03 AE8781 DYNAMIC HT - 11.041 (meters) 36.22 (feet) COMP AE8781 MODELED GRAV- 979,739.7 (mgal) NAVD 88 AE8781 AE8781 HORZ ORDER - SECOND AE8781 VERT ORDER - SECOND CLASS II AE8781 AE8781.The North Carolina HARNS have been completed but, AE8781.due to contractual restrictions, coordinates for these stations AE8781.will NOT be published in the near future. In the interim, the AE8781.published coordinates in North Carolina will not be AE8781.consistent with the Continuously Operating Reference Stations AE8781.(CORS). The HARN coordinates for these stations are available AE8781.upon request. Contact Gary Thompson(919-733-3836). AE8781. AE8781.In addition, the published North Carolina positions AE8781.(NAD 83 (1986)) are NOT consistent with those determined in AE8781.adjacent state readjustments. The discontinuity between stations AE8781.located in North Carolina and those in adjacent states AE8781.which have been adjusted to the HARN may be as much as 5 AE8781.decimeters. This will result in a significant loss of accuracy AE8781.over lines crossing such state borders. AE8781 AE8781 AE8781.The horizontal coordinates were established by classical geodetic methods AE8781.and adjusted by the National Geodetic Survey in April 1998. AE8781 AE8781.The orthometric height was determined by differential leveling AE8781.and adjusted by the National Geodetic Survey in April 2001. AE8781 AE8781.The Laplace correction was computed from DEFLEC99 derived deflections. AE8781 AE8781.The geoid height was determined by GEOID03. AE8781 AE8781.The dynamic height is computed by dividing the NAVD 88 AE8781.geopotential number by the normal gravity value computed on the AE8781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8781.degrees latitude (g = 980.6199 gals.). AE8781 AE8781.The modeled gravity was interpolated from observed gravity values. AE8781 AE8781; North East Units Scale Factor Converg. AE8781;SPC NC - 172,314.334 798,040.756 MT 0.99987277 +1 11 44.9 AE8781;SPC NC - 565,334.61 2,618,238.71 sFT 0.99987277 +1 11 44.9 AE8781;UTM 18 - 3,906,424.159 324,657.022 MT 0.99997891 -1 06 50.7 AE8781 AE8781! - Elev Factor x Scale Factor = Combined Factor AE8781!SPC NC - 1.00000409 x 0.99987277 = 0.99987686 AE8781!UTM 18 - 1.00000409 x 0.99997891 = 0.99998300 AE8781 AE8781 SUPERSEDED SURVEY CONTROL AE8781 AE8781 NGVD 29 (04/21/98) 11.50 (m) 37.7 (f) LEVELING 3 AE8781 AE8781.Superseded values are not recommended for survey control. AE8781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8781.See file dsdata.txt to determine how the superseded data were derived. AE8781 AE8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2465706424(NAD 83) AE8781_MARKER: DB = BENCH MARK DISK AE8781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8781_STAMPING: 8 CMP 1964 38 AE8781_MARK LOGO: USGS AE8781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AE8781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8781+STABILITY: SURFACE MOTION AE8781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8781+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1996 AE8781 AE8781 HISTORY - Date Condition Report By AE8781 HISTORY - 1964 MONUMENTED USGS AE8781 HISTORY - 19951002 GOOD NCGS AE8781 HISTORY - 19960730 GOOD NCGS AE8781 AE8781 STATION DESCRIPTION AE8781 AE8781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) AE8781'RECOVERED AS DESCRIBED. AE8781 AE8781 STATION RECOVERY (1996) AE8781 AE8781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) AE8781'STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF AURORA AND 19.4 MI AE8781'(31.2 KM) SOUTH-SOUTHEAST OF WASHINGTON.$ALONG SR 1003 (TURNSTALL AE8781'SWAMP ROAD) FOR 0.4 MI (0.6 KM) EAST FROM THE CRAVEN/BEAUFORT COUNTY AE8781'LINE, AT THE SOUTHEAST CORNER OF A LARGE FIELD, AT A HIGHWAY CULVERT, AE8781'BEHIND A DITCH.$MARK PROJECTS 2 INCHES ABOVE GROUND AMD IS LEVEL WITH AE8781'SR 1003. LOCATED 38.3 FT (11.7 M) NORTH OF THE CENTERLINE OF SR 1003, AE8781'AND 17.5 FT (5.3 M) NORTHWEST OF THE NORTH END OF A 24-INCH REINFORCED AE8781'CONCRETE PIPE UNDER THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0423 *********************************************************************** EY0423 DESIGNATION - A 164 EY0423 PID - EY0423 EY0423 STATE/COUNTY- NC/BEAUFORT EY0423 USGS QUAD - BUNYAN (1974) EY0423 EY0423 *CURRENT SURVEY CONTROL EY0423 ___________________________________________________________________ EY0423* NAD 83(1986)- 35 31 49.18103(N) 076 57 33.44966(W) ADJUSTED EY0423* NAVD 88 - 10.569 (meters) 34.68 (feet) ADJUSTED EY0423 ___________________________________________________________________ EY0423 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY0423 GEOID HEIGHT- -36.76 (meters) GEOID03 EY0423 DYNAMIC HT - 10.560 (meters) 34.65 (feet) COMP EY0423 MODELED GRAV- 979,761.5 (mgal) NAVD 88 EY0423 EY0423 HORZ ORDER - SECOND EY0423 VERT ORDER - SECOND CLASS 0 EY0423 EY0423.The North Carolina HARNS have been completed but, EY0423.due to contractual restrictions, coordinates for these stations EY0423.will NOT be published in the near future. In the interim, the EY0423.published coordinates in North Carolina will not be EY0423.consistent with the Continuously Operating Reference Stations EY0423.(CORS). The HARN coordinates for these stations are available EY0423.upon request. Contact Gary Thompson(919-733-3836). EY0423. EY0423.In addition, the published North Carolina positions EY0423.(NAD 83 (1986)) are NOT consistent with those determined in EY0423.adjacent state readjustments. The discontinuity between stations EY0423.located in North Carolina and those in adjacent states EY0423.which have been adjusted to the HARN may be as much as 5 EY0423.decimeters. This will result in a significant loss of accuracy EY0423.over lines crossing such state borders. EY0423 EY0423 EY0423.The horizontal coordinates were established by classical geodetic methods EY0423.and adjusted by the National Geodetic Survey in July 1998. EY0423 EY0423.The orthometric height was determined by differential leveling EY0423.and adjusted by the National Geodetic Survey in June 1991. EY0423 EY0423.The Laplace correction was computed from DEFLEC99 derived deflections. EY0423 EY0423.The geoid height was determined by GEOID03. EY0423 EY0423.The dynamic height is computed by dividing the NAVD 88 EY0423.geopotential number by the normal gravity value computed on the EY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0423.degrees latitude (g = 980.6199 gals.). EY0423 EY0423.The modeled gravity was interpolated from observed gravity values. EY0423 EY0423; North East Units Scale Factor Converg. EY0423;SPC NC - 199,394.928 794,649.397 MT 0.99988437 +1 10 40.2 EY0423;SPC NC - 654,181.53 2,607,112.23 sFT 0.99988437 +1 10 40.2 EY0423;UTM 18 - 3,933,622.477 322,361.257 MT 0.99998887 -1 08 20.1 EY0423 EY0423! - Elev Factor x Scale Factor = Combined Factor EY0423!SPC NC - 1.00000411 x 0.99988437 = 0.99988848 EY0423!UTM 18 - 1.00000411 x 0.99998887 = 0.99999298 EY0423 EY0423 SUPERSEDED SURVEY CONTROL EY0423 EY0423 NAVD 88 (07/14/98) 10.57 (m) 34.7 (f) LEVELING 3 EY0423 NGVD 29 (??/??/92) 10.897 (m) 35.75 (f) ADJ UNCH 2 0 EY0423 EY0423.Superseded values are not recommended for survey control. EY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0423.See file dsdata.txt to determine how the superseded data were derived. EY0423 EY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2236133622(NAD 83) EY0423_MARKER: DB = BENCH MARK DISK EY0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0423_SP_SET: CONCRETE POST EY0423_STAMPING: A 164 1963 EY0423_MARK LOGO: CGS EY0423_MAGNETIC: N = NO MAGNETIC MATERIAL EY0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0423+STABILITY: SURFACE MOTION EY0423 EY0423 HISTORY - Date Condition Report By EY0423 HISTORY - 1963 MONUMENTED CGS EY0423 HISTORY - 1982 GOOD NCGS EY0423 HISTORY - 19820101 GOOD NCGS EY0423 HISTORY - 19870829 GOOD USPSQD EY0423 EY0423 STATION DESCRIPTION EY0423 EY0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0423'5.2 MI NE FROM WASHINGTON. EY0423'ABOUT 4.15 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY EY0423'FROM THE STATION AT WASHINGTON, THENCE 1.05 MILES SOUTHEAST EY0423'ALONG U.S. HIGHWAY 264, ABOUT 0.65 MILE WEST OF THE JUNCTION OF EY0423'STATE HIGHWAY 32 LEADING NORTHEAST, 51.5 FEET SOUTH OF THE CENTER EY0423'LINE OF THE HIGHWAY, 42.4 FEET NORTHWEST OF THE NORTHWEST CORNER EY0423'OF A TABACCO CURING BARN, 68 FEET SOUTHWEST OF THE WEST END OF A EY0423'12-INCH PIPE UNDER A DRIVEWAY, 3 FEET WEST OF TELEPHONE POLE NO. EY0423'258, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL EY0423'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING EY0423'3 INCHES ABOVE THE LEVEL OF THE GROUND. EY0423 EY0423 STATION RECOVERY (1982) EY0423 EY0423'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0423'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS SET INTO THE TOP OF A EY0423'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND ABOUT LEVEL WITH THE EY0423'HIGHWAY. EY0423 EY0423 STATION RECOVERY (1982) EY0423 EY0423'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0423'RECOVERED AS DESCRIBED. MARK IS LOCATED 15.56 M (51.05 FT) SOUTH OF EY0423'THE CENTERLINE OF NC 32, 0.73 M (2.40 FT) EAST OF A WITNESS POST, 6.74 EY0423'M (22.11 FT) SOUTH OF THE EAST END OF A DRIVEWAY CULVERT. EY0423 EY0423 STATION RECOVERY (1987) EY0423 EY0423'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY0423'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9127 *********************************************************************** AF9127 DESIGNATION - ABANDON AF9127 PID - AF9127 AF9127 STATE/COUNTY- NC/BEAUFORT AF9127 USGS QUAD - HOKE (1978) AF9127 AF9127 *CURRENT SURVEY CONTROL AF9127 ___________________________________________________________________ AF9127* NAD 83(1986)- 35 38 41.05699(N) 076 48 03.58270(W) ADJUSTED AF9127* NAVD 88 - 12.0 (meters) 39. (feet) VERT ANG AF9127 ___________________________________________________________________ AF9127 LAPLACE CORR- -2.35 (seconds) DEFLEC99 AF9127 GEOID HEIGHT- -36.80 (meters) GEOID03 AF9127 AF9127 HORZ ORDER - SECOND AF9127 AF9127.The North Carolina HARNS have been completed but, AF9127.due to contractual restrictions, coordinates for these stations AF9127.will NOT be published in the near future. In the interim, the AF9127.published coordinates in North Carolina will not be AF9127.consistent with the Continuously Operating Reference Stations AF9127.(CORS). The HARN coordinates for these stations are available AF9127.upon request. Contact Gary Thompson(919-733-3836). AF9127. AF9127.In addition, the published North Carolina positions AF9127.(NAD 83 (1986)) are NOT consistent with those determined in AF9127.adjacent state readjustments. The discontinuity between stations AF9127.located in North Carolina and those in adjacent states AF9127.which have been adjusted to the HARN may be as much as 5 AF9127.decimeters. This will result in a significant loss of accuracy AF9127.over lines crossing such state borders. AF9127 AF9127 AF9127.The horizontal coordinates were established by classical geodetic methods AF9127.and adjusted by the National Geodetic Survey in July 1998. AF9127 AF9127.The orthometric height was determined by vertical angle observations. AF9127 AF9127.The Laplace correction was computed from DEFLEC99 derived deflections. AF9127 AF9127.The geoid height was determined by GEOID03. AF9127 AF9127; North East Units Scale Factor Converg. AF9127;SPC NC - 212,390.882 808,720.057 MT 0.99989604 +1 16 09.1 AF9127;SPC NC - 696,819.09 2,653,275.72 sFT 0.99989604 +1 16 09.1 AF9127;UTM 18 - 3,946,039.568 336,947.004 MT 0.99992762 -1 02 59.2 AF9127 AF9127! - Elev Factor x Scale Factor = Combined Factor AF9127!SPC NC - 1.00000389 x 0.99989604 = 0.99989993 AF9127!UTM 18 - 1.00000389 x 0.99992762 = 0.99993151 AF9127 AF9127 SUPERSEDED SURVEY CONTROL AF9127 AF9127.No superseded survey control is available for this station. AF9127 AF9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3694746040(NAD 83) AF9127_MARKER: DE = TRAVERSE STATION DISK AF9127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9127_STAMPING: ABANDON 1983 AF9127_MARK LOGO: NCGS AF9127_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9127+STABILITY: SURFACE MOTION AF9127 AF9127 HISTORY - Date Condition Report By AF9127 HISTORY - 1983 MONUMENTED NCGS AF9127 AF9127 STATION DESCRIPTION AF9127 AF9127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9127'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTHEAST OF PINETOWN AND AF9127'25.8 KM (16.05 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 20.0 AF9127'KM (12.40 MI) NORTH FROM US 264, OR 7.1 KM (4.40 MI) SOUTH FROM THE AF9127'COUNTY LINE, IN THE RIGHT SHOULDER, IN FRONT OF AN ABANDONED HOUSE IN AF9127'A PECAN GROVE. MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 5.7 M AF9127'(18.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.2 M (10.5 FT) AF9127'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE HEADWALL, 9.6 M (31.5 FT) AF9127'NORTHEAST OF THE NORTHWEST END OF A CONCRETE DRIVEWAY CULVERT ON THE AF9127'EAST SIDE OF NC 32, 7.2 M (23.6 FT) NORTHWEST OF AN 8-INCH CEDAR--AND AF9127'11.7 M (38.4 FT) SOUTHWEST OF A 24-INCH PINE, 18.2 M (59.7 FT) NORTH AF9127'OF A PEDESTAL AND POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9121 *********************************************************************** AF9121 DESIGNATION - ACRE AF9121 PID - AF9121 AF9121 STATE/COUNTY- NC/BEAUFORT AF9121 USGS QUAD - PINETOWN (1974) AF9121 AF9121 *CURRENT SURVEY CONTROL AF9121 ___________________________________________________________________ AF9121* NAD 83(1986)- 35 35 41.77410(N) 076 49 26.48575(W) ADJUSTED AF9121* NAVD 88 - 9.2 (meters) 30. (feet) H LEVEL AF9121 ___________________________________________________________________ AF9121 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AF9121 GEOID HEIGHT- -36.84 (meters) GEOID03 AF9121 AF9121 HORZ ORDER - SECOND AF9121 AF9121.The North Carolina HARNS have been completed but, AF9121.due to contractual restrictions, coordinates for these stations AF9121.will NOT be published in the near future. In the interim, the AF9121.published coordinates in North Carolina will not be AF9121.consistent with the Continuously Operating Reference Stations AF9121.(CORS). The HARN coordinates for these stations are available AF9121.upon request. Contact Gary Thompson(919-733-3836). AF9121. AF9121.In addition, the published North Carolina positions AF9121.(NAD 83 (1986)) are NOT consistent with those determined in AF9121.adjacent state readjustments. The discontinuity between stations AF9121.located in North Carolina and those in adjacent states AF9121.which have been adjusted to the HARN may be as much as 5 AF9121.decimeters. This will result in a significant loss of accuracy AF9121.over lines crossing such state borders. AF9121 AF9121 AF9121.The horizontal coordinates were established by classical geodetic methods AF9121.and adjusted by the National Geodetic Survey in July 1998. AF9121 AF9121.The orthometric height was determined by differential leveling AF9121.between control points not connected to bench marks. AF9121 AF9121.The Laplace correction was computed from DEFLEC99 derived deflections. AF9121 AF9121.The geoid height was determined by GEOID03. AF9121 AF9121; North East Units Scale Factor Converg. AF9121;SPC NC - 206,821.353 806,756.257 MT 0.99989047 +1 15 21.3 AF9121;SPC NC - 678,546.39 2,646,832.82 sFT 0.99989047 +1 15 21.3 AF9121;UTM 18 - 3,940,553.826 334,759.423 MT 0.99993648 -1 03 42.9 AF9121 AF9121! - Elev Factor x Scale Factor = Combined Factor AF9121!SPC NC - 1.00000434 x 0.99989047 = 0.99989481 AF9121!UTM 18 - 1.00000434 x 0.99993648 = 0.99994082 AF9121 AF9121 SUPERSEDED SURVEY CONTROL AF9121 AF9121.No superseded survey control is available for this station. AF9121 AF9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3475940554(NAD 83) AF9121_MARKER: DE = TRAVERSE STATION DISK AF9121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9121_STAMPING: ACRE 1983 AF9121_MARK LOGO: NCGS AF9121_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9121+STABILITY: SURFACE MOTION AF9121 AF9121 HISTORY - Date Condition Report By AF9121 HISTORY - 1983 MONUMENTED NCGS AF9121 AF9121 STATION DESCRIPTION AF9121 AF9121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9121'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) EAST-SOUTHEAST OF PINETOWN AF9121'AND 21.7 KM (13.50 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR AF9121'14.0 KM (8.70 MI) NORTH FROM US 264, NEAR THE INTERSECTION WITH THE AF9121'ATLANTIC COASTLINE RAILROAD (KNOWN AS ACRE STATION), ABOUT 300 FT AF9121'(91.4 M) SOUTHWEST OF THE CROSSING, ON THE RIGHT SIDE OF THE HIGHWAY AF9121'IN THE YARD OF O.K. MIDYETTE. MARK IS RECESSED 3 INCHES BELOW GROUND. AF9121'LOCATED 13.8 M (45.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AF9121'11.8 M (38.7 FT) SOUTHWEST OF AN 18-INCH CEDAR, 17.3 M (56.8 FT) SOUTH AF9121'OF THE SOUTHWEST END OF A DRIVEWAY CULVERT ON THE SOUTHEAST SIDE OF NC AF9121'32, 32.2 M (105.6 FT) EAST OF THE NORTHEAST END OF A DRIVEWAY CULVERT AF9121'ON THE NORTHWEST SIDE OF NC 32--AND 19.4 M (63.6 FT) NORTHWEST OF A AF9121'36-INCH OAK, 21.6 M (70.9 FT) NORTH-NORTHEAST OF A 24-INCH GUM--BOTH AF9121'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3443 *********************************************************************** EY3443 DESIGNATION - ADAMS EY3443 PID - EY3443 EY3443 STATE/COUNTY- NC/BEAUFORT EY3443 USGS QUAD - PAMLICO BEACH (1974) EY3443 EY3443 *CURRENT SURVEY CONTROL EY3443 ___________________________________________________________________ EY3443* NAD 83(1986)- 35 23 20.33647(N) 076 35 43.76547(W) ADJUSTED EY3443* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3443 ___________________________________________________________________ EY3443 LAPLACE CORR- -1.26 (seconds) DEFLEC99 EY3443 GEOID HEIGHT- -37.28 (meters) GEOID03 EY3443 EY3443 HORZ ORDER - THIRD EY3443 EY3443.The North Carolina HARNS have been completed but, EY3443.due to contractual restrictions, coordinates for these stations EY3443.will NOT be published in the near future. In the interim, the EY3443.published coordinates in North Carolina will not be EY3443.consistent with the Continuously Operating Reference Stations EY3443.(CORS). The HARN coordinates for these stations are available EY3443.upon request. Contact Gary Thompson(919-733-3836). EY3443. EY3443.In addition, the published North Carolina positions EY3443.(NAD 83 (1986)) are NOT consistent with those determined in EY3443.adjacent state readjustments. The discontinuity between stations EY3443.located in North Carolina and those in adjacent states EY3443.which have been adjusted to the HARN may be as much as 5 EY3443.decimeters. This will result in a significant loss of accuracy EY3443.over lines crossing such state borders. EY3443 EY3443 EY3443.The horizontal coordinates were established by classical geodetic methods EY3443.and adjusted by the National Geodetic Survey in July 1986. EY3443 EY3443.The orthometric height was scaled from a topographic map. EY3443 EY3443.The Laplace correction was computed from DEFLEC99 derived deflections. EY3443 EY3443.The geoid height was determined by GEOID03. EY3443 EY3443; North East Units Scale Factor Converg. EY3443;SPC NC - 184,457.846 828,012.110 MT 0.99987545 +1 23 16.1 EY3443;SPC NC - 605,175.45 2,716,569.73 sFT 0.99987545 +1 23 16.1 EY3443;UTM 18 - 3,917,349.707 355,094.982 MT 0.99985877 -0 55 26.9 EY3443 EY3443! - Elev Factor x Scale Factor = Combined Factor EY3443!SPC NC - 1.00000590 x 0.99987545 = 0.99988135 EY3443!UTM 18 - 1.00000590 x 0.99985877 = 0.99986467 EY3443 EY3443: Primary Azimuth Mark Grid Az EY3443:SPC NC - NORTH RESET 287 00 30.2 EY3443:UTM 18 - NORTH RESET 289 19 13.2 EY3443 EY3443|---------------------------------------------------------------------| EY3443| PID Reference Object Distance Geod. Az | EY3443| dddmmss.s | EY3443| EY4719 ADAMS RM 18.400 METERS 02749 | EY3443| EY4721 ADAMS WM 2 06328 | EY3443| EY4722 ADAMS WM 3 08200 | EY3443| EY3459 PUNGO RIVER LIGHT APPROX. 2.8 KM 1052316.8 | EY3443| EY4723 ADAMS WM 4 11202 | EY3443| EY3502 REEDS HAMMOCK LIGHT APPROX. 5.9 KM 1851353.3 | EY3443| EY3555 NORTH RESET APPROX. 4.9 KM 2882346.3 | EY3443| EY4720 ADAMS WM 1 33918 | EY3443|---------------------------------------------------------------------| EY3443 EY3443 SUPERSEDED SURVEY CONTROL EY3443 EY3443 NAD 27 - 35 23 19.73100(N) 076 35 45.02800(W) AD( ) 3 EY3443 EY3443.Superseded values are not recommended for survey control. EY3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3443.See file dsdata.txt to determine how the superseded data were derived. EY3443 EY3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5509517350(NAD 83) EY3443_MARKER: DS = TRIANGULATION STATION DISK EY3443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3443_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3443 EY3443 HISTORY - Date Condition Report By EY3443 HISTORY - 1914 MONUMENTED CGS EY3443 HISTORY - 1933 MARK NOT FOUND CGS EY3443 HISTORY - 1949 MARK NOT FOUND CGS EY3443 EY3443 STATION DESCRIPTION EY3443 EY3443'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3443'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ABOUT 1-1/4 MILES EY3443'W OF THE MOUTH OF THE PUNGO RIVER ON ADAMS POINT, ABOUT 100 YARDS EY3443'SE OF A SMALL FARMHOUSE, ON A SANDY BEACH ABOUT 15 YARDS FROM EY3443'THE WATER. EY3443' EY3443'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3443'CONCRETE, IN THE TOPS OF TILES. EY3443' EY3443'WITNESS MARKS ARE BLAZES ON FOUR OF SEVERAL TALL PINE TREES NEAR EY3443'THE STATION. EY3443' EY3443'THE DISTANCES AND BEARINGS FROM THE STATION TO SEVERAL MARKS ARE EY3443'N 27 DEG 49 MIN E. TO A PINE TREE, 23.5 FEET, N 20 DEG 42 MIN W. EY3443'TO ANOTHER PINE TREE, 32.4 FEET, N 63 DEG 28 MIN E. TO A THIRD PINE EY3443'TREE, 18.9 FEET, N 82 DEG 00 MIN E. AND TO A JUNIPER TREE 25 FEET, EY3443'S 67 DEG 58 MIN E. EY3443 EY3443 STATION RECOVERY (1933) EY3443 EY3443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3443'STATION HAS BEEN LOST FROM EROSION OF SHORE, WHICH IS SEVERE AT EY3443'THIS POINT. THE REFERENCE MARK IS STILL IN PLACE. EY3443' EY3443'A NEW STATION, HIGGS, WAS ESTABLISHED ON TOP OF THE BLUFF, ABOUT EY3443'300 YARDS TO THE NW OF THE OLD SITE, TOGETHER WITH TWO NEW EY3443'REFERENCE MARKS AND ONE AZIMUTH MARK. THE RECOVERED REFERENCE EY3443'MARK FOR ADAMS IS TIED TO A NEW STATION BY A TRAVERSE. EY3443 EY3443 STATION RECOVERY (1949) EY3443 EY3443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3443'STATION AND REFERENCE MARKS LOST. A NEW STATION HIGGS WAS EY3443'ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5745 *********************************************************************** EY5745 DESIGNATION - ADKINS EY5745 PID - EY5745 EY5745 STATE/COUNTY- NC/BEAUFORT EY5745 USGS QUAD - OLD FORD (1979) EY5745 EY5745 *CURRENT SURVEY CONTROL EY5745 ___________________________________________________________________ EY5745* NAD 83(1986)- 35 39 08.41595(N) 077 04 14.59375(W) ADJUSTED EY5745* NAVD 88 - 12.19 (+/-2cm) 40.0 (feet) VERTCON EY5745 ___________________________________________________________________ EY5745 LAPLACE CORR- -3.26 (seconds) DEFLEC99 EY5745 GEOID HEIGHT- -36.38 (meters) GEOID03 EY5745 EY5745 HORZ ORDER - SECOND EY5745 VERT ORDER - THIRD ? (See Below) EY5745 EY5745.The North Carolina HARNS have been completed but, EY5745.due to contractual restrictions, coordinates for these stations EY5745.will NOT be published in the near future. In the interim, the EY5745.published coordinates in North Carolina will not be EY5745.consistent with the Continuously Operating Reference Stations EY5745.(CORS). The HARN coordinates for these stations are available EY5745.upon request. Contact Gary Thompson(919-733-3836). EY5745. EY5745.In addition, the published North Carolina positions EY5745.(NAD 83 (1986)) are NOT consistent with those determined in EY5745.adjacent state readjustments. The discontinuity between stations EY5745.located in North Carolina and those in adjacent states EY5745.which have been adjusted to the HARN may be as much as 5 EY5745.decimeters. This will result in a significant loss of accuracy EY5745.over lines crossing such state borders. EY5745 EY5745 EY5745.The horizontal coordinates were established by classical geodetic methods EY5745.and adjusted by the National Geodetic Survey in January 1991. EY5745 EY5745.The NAVD 88 height was computed by applying the VERTCON shift value to EY5745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5745.The vertical order pertains to the NGVD 29 superseded value. EY5745 EY5745.The Laplace correction was computed from DEFLEC99 derived deflections. EY5745 EY5745.The geoid height was determined by GEOID03. EY5745 EY5745; North East Units Scale Factor Converg. EY5745;SPC NC - 212,725.996 784,283.466 MT 0.99989696 +1 06 48.7 EY5745;SPC NC - 697,918.54 2,573,103.34 sFT 0.99989696 +1 06 48.7 EY5745;UTM 18 - 3,947,363.679 312,541.990 MT 1.00003305 -1 12 26.3 EY5745 EY5745! - Elev Factor x Scale Factor = Combined Factor EY5745!SPC NC - 1.00000380 x 0.99989696 = 0.99990076 EY5745!UTM 18 - 1.00000380 x 1.00003305 = 1.00003685 EY5745 EY5745 SUPERSEDED SURVEY CONTROL EY5745 EY5745 NGVD 29 (01/18/91) 12.52 (m) 41.1 (f) LEVELING 3 EY5745 EY5745.Superseded values are not recommended for survey control. EY5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5745.See file dsdata.txt to determine how the superseded data were derived. EY5745 EY5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1254247364(NAD 83) EY5745_MARKER: DE = TRAVERSE STATION DISK EY5745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5745_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5745_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5745+STABILITY: SURFACE MOTION EY5745 EY5745 HISTORY - Date Condition Report By EY5745 HISTORY - 1980 MONUMENTED NCGS EY5745 HISTORY - 19890729 GOOD USPSQD EY5745 EY5745 STATION DESCRIPTION EY5745 EY5745'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5745'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES NORTH OF WASHINGTON AND EY5745'1.3 MILES NORTH-NORTHWEST OF MINEOLA. EY5745' EY5745'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5745'MINEOLA, NORTH OF WASHINGTON, PROCEED NORTHERLY ALONG US 17 FOR 1.3 EY5745'MILES TO STATION IN THE LEFT SHOULDER, ACROSS HIGHWAY FROM AN EY5745'ABANDONED FRAME HOUSE AND NEAR A--VOICE OF AMERICA--SIGN AND 0.1 MILE EY5745'NORTH OF SR 1410. EY5745' EY5745'STATION IS A STANDARD DISK STAMPED---ADKINS 1980---SET IN THE TOP OF EY5745'A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND SURFACE. EY5745'THE MARK IS 16.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US 17 AND EY5745'6.2 FEET SOUTH-SOUTHEAST OF EAST POST OF--VOICE OF AMERICA-- SIGN, EY5745'77.6 FEET WEST OF TELEPHONE POLE 286, 104.3 FEET SOUTHWEST OF 15 INCH EY5745'OAK, 140.3 FEET SOUTH-SOUTHWEST OF 18 INCH PINE ALL WITH REFERENCE EY5745'TAGS. EY5745 EY5745 STATION RECOVERY (1989) EY5745 EY5745'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5745'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2092 *********************************************************************** EY2092 DESIGNATION - AGED EY2092 PID - EY2092 EY2092 STATE/COUNTY- NC/BEAUFORT EY2092 USGS QUAD - WASHINGTON (1983) EY2092 EY2092 *CURRENT SURVEY CONTROL EY2092 ___________________________________________________________________ EY2092* NAD 83(1986)- 35 30 06.28103(N) 077 00 03.51156(W) ADJUSTED EY2092* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2092 ___________________________________________________________________ EY2092 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2092 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2092 EY2092 HORZ ORDER - THIRD EY2092 EY2092.The North Carolina HARNS have been completed but, EY2092.due to contractual restrictions, coordinates for these stations EY2092.will NOT be published in the near future. In the interim, the EY2092.published coordinates in North Carolina will not be EY2092.consistent with the Continuously Operating Reference Stations EY2092.(CORS). The HARN coordinates for these stations are available EY2092.upon request. Contact Gary Thompson(919-733-3836). EY2092. EY2092.In addition, the published North Carolina positions EY2092.(NAD 83 (1986)) are NOT consistent with those determined in EY2092.adjacent state readjustments. The discontinuity between stations EY2092.located in North Carolina and those in adjacent states EY2092.which have been adjusted to the HARN may be as much as 5 EY2092.decimeters. This will result in a significant loss of accuracy EY2092.over lines crossing such state borders. EY2092 EY2092 EY2092.The horizontal coordinates were established by classical geodetic methods EY2092.and adjusted by the National Geodetic Survey in July 1986. EY2092 EY2092.The orthometric height was scaled from a topographic map. EY2092 EY2092.The Laplace correction was computed from DEFLEC99 derived deflections. EY2092 EY2092.The geoid height was determined by GEOID03. EY2092 EY2092; North East Units Scale Factor Converg. EY2092;SPC NC - 196,147.710 790,933.937 MT 0.99988208 +1 09 13.6 EY2092;SPC NC - 643,527.95 2,594,922.42 sFT 0.99988208 +1 09 13.6 EY2092;UTM 18 - 3,930,527.732 318,517.147 MT 1.00000589 -1 09 44.4 EY2092 EY2092! - Elev Factor x Scale Factor = Combined Factor EY2092!SPC NC - 1.00000582 x 0.99988208 = 0.99988790 EY2092!UTM 18 - 1.00000582 x 1.00000589 = 1.00001171 EY2092 EY2092: Primary Azimuth Mark Grid Az EY2092:SPC NC - CHALK 247 18 24.1 EY2092:UTM 18 - CHALK 249 37 22.1 EY2092 EY2092|---------------------------------------------------------------------| EY2092| PID Reference Object Distance Geod. Az | EY2092| dddmmss.s | EY2092| EY4380 AGED RM 1 21.870 METERS 04243 | EY2092| EY4590 OLD D RM 2 27.105 METERS 06018 | EY2092| EY4381 AGED RM 2 31.530 METERS 08543 | EY2092| EY2286 FORK POINT LIGHT APPROX. 1.2 KM 1911419.8 | EY2092| EY2283 CHALK APPROX. 1.8 KM 2482737.7 | EY2092| EY2134 MC WILLIAMS POINT SHOAL LIGHT APPROX. 1.9 KM 2911128.8 | EY2092| EY2198 OLD D RM 1 26.036 METERS 35452 | EY2092|---------------------------------------------------------------------| EY2092 EY2092 SUPERSEDED SURVEY CONTROL EY2092 EY2092 NAD 27 - 35 30 05.69200(N) 077 00 04.69400(W) AD( ) 3 EY2092 EY2092.Superseded values are not recommended for survey control. EY2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2092.See file dsdata.txt to determine how the superseded data were derived. EY2092 EY2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1851730528(NAD 83) EY2092_MARKER: DS = TRIANGULATION STATION DISK EY2092_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2092_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2092 EY2092 HISTORY - Date Condition Report By EY2092 HISTORY - 1933 MONUMENTED CGS EY2092 HISTORY - 1948 GOOD CGS EY2092 HISTORY - 19890729 MARK NOT FOUND USPSQD EY2092 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2092 EY2092 STATION DESCRIPTION EY2092 EY2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2092'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY BEACH EY2092'JUST E OF A CAMP RESIDENCE, ABOUT 1 MILE NORTHEASTERLY FROM FORK EY2092'POINT, AND ABOUT 1 MILE SE OF MC WILLIAMS POINT LIGHT. STATION EY2092'IS LOCATED ABOUT 6 METERS FROM MEAN-WATER LINE. IT REPLACES EY2092'STATION OLD D, BOTH THE REFERENCE MARKS OF WHICH WERE FOUND. EY2092' EY2092'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY2092'IN THE TOPS OF TILES. EY2092' EY2092'REFERENCE MARK NO.2 IS AN ELLIPTIC TOP CONCRETE MONUMENT EY2092'PROJECTING 3 INCHES ABOVE GROUND. EY2092' EY2092'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS. EY2092 EY2092 STATION RECOVERY (1948) EY2092 EY2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2092'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY BEACH, EY2092'ABOUT 1 MILE ENE FROM FORK POINT, AND 1 MILE ESE OF MC WILLIAMS EY2092'POINT LIGHT. IT IS IN THE LEE STEWART FRONT YARD, 19 FEET FROM EY2092'THE HIGH-WATER LINE, 121 FEET W OF THE W CORNER OF THE STEWART EY2092'HOUSE, AND 45 FEET S OF THE S CORNER OF THE CHARLES MORTON EY2092'CABIN. THE MARK IS COVERED BY ABOUT 3 INCHES OF SAND. EY2092' EY2092'TO REACH THE STATION BY TRUCK, SET SPEEDOMETER AT 0.0 AND EY2092'PROCEED ONE BLOCK S AT THE WASHINGTON POST OFFICE AND TURN LEFT EY2092'AT 0.1 MILE ON MAIN STREET. FOLLOW MAIN STREET EAST ACROSS A EY2092'CONCRETE BRIDGE OVER RUNYON CREEK AT 1.1 MILES TO THE PAVED RIVER EY2092'ROAD. FOLLOW THIS ROAD TO A DIRT ROAD LEADING RIGHT AT 4.4 EY2092'MILES. FOLLOW THIS DIRT ROAD AND TURN LEFT AT 4.8 MILES ON ROAD EY2092'BACK OF CABINS TO THE STEWART HOUSE AT 5.0 MILES. EY2092' EY2092'R.M. 3 IS A BRONZE DISK SET IN A 10-INCH CONCRETE POST LEVEL EY2092'WITH THE SURFACE OF THE GROUND. IT IS 63 FEET FROM THE HIGH-WATER EY2092'LINE, 27-1/2 FEET NW OF THE CHARLES MORTON CABIN, AND 3 FEET NW EY2092'OF A 6-INCH OAK TREE. IT IS SET ON THE APPROXIMATE PROPERTY LINE EY2092'BETWEEN CHARLES MORTON AND COLON MC LEAN. EY2092' EY2092'R.M. 1 WAS RECOVERED IN GOOD CONDITION. R.M. 1 (OLD D) HAS BEEN EY2092'DESTROYED AS PARTS OF THE MARK WERE FOUND IN THE VICINITY. EY2092' EY2092'R.M. 2 (OLD D) AND R.M. 2 WERE DESTROYED IN ORDER THAT MR. STEWART EY2092'COULD PROPERLY LEVEL HIS YARD. EY2092' EY2092'AS A LARGE PILE OF LOGS WERE ON LINE TO R.M. 1, 1933, THE EY2092'DIRECTION AND DISTANCE COULD NOT BE CHECKED. EY2092 EY2092 STATION RECOVERY (1989) EY2092 EY2092'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2092'MARK NOT FOUND. EY2092 EY2092 STATION RECOVERY (2004) EY2092 EY2092'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2092'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4101 *********************************************************************** EY4101 DESIGNATION - ALBERTA EY4101 PID - EY4101 EY4101 STATE/COUNTY- NC/BEAUFORT EY4101 USGS QUAD - PINETOWN (1974) EY4101 EY4101 *CURRENT SURVEY CONTROL EY4101 ___________________________________________________________________ EY4101* NAD 83(1986)- 35 31 46.71727(N) 076 46 40.70151(W) ADJUSTED EY4101* NAVD 88 - 4.362 (meters) 14.31 (feet) ADJUSTED EY4101 ___________________________________________________________________ EY4101 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY4101 GEOID HEIGHT- -36.99 (meters) GEOID03 EY4101 DYNAMIC HT - 4.358 (meters) 14.30 (feet) COMP EY4101 MODELED GRAV- 979,762.2 (mgal) NAVD 88 EY4101 EY4101 HORZ ORDER - SECOND EY4101 VERT ORDER - SECOND CLASS II EY4101 EY4101.The North Carolina HARNS have been completed but, EY4101.due to contractual restrictions, coordinates for these stations EY4101.will NOT be published in the near future. In the interim, the EY4101.published coordinates in North Carolina will not be EY4101.consistent with the Continuously Operating Reference Stations EY4101.(CORS). The HARN coordinates for these stations are available EY4101.upon request. Contact Gary Thompson(919-733-3836). EY4101. EY4101.In addition, the published North Carolina positions EY4101.(NAD 83 (1986)) are NOT consistent with those determined in EY4101.adjacent state readjustments. The discontinuity between stations EY4101.located in North Carolina and those in adjacent states EY4101.which have been adjusted to the HARN may be as much as 5 EY4101.decimeters. This will result in a significant loss of accuracy EY4101.over lines crossing such state borders. EY4101 EY4101 EY4101.The horizontal coordinates were established by classical geodetic methods EY4101.and adjusted by the National Geodetic Survey in July 1998. EY4101 EY4101.The orthometric height was determined by differential leveling EY4101.and adjusted by the National Geodetic Survey in June 1991. EY4101 EY4101.The Laplace correction was computed from DEFLEC99 derived deflections. EY4101 EY4101.The geoid height was determined by GEOID03. EY4101 EY4101.The dynamic height is computed by dividing the NAVD 88 EY4101.geopotential number by the normal gravity value computed on the EY4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4101.degrees latitude (g = 980.6199 gals.). EY4101 EY4101.The modeled gravity was interpolated from observed gravity values. EY4101 EY4101; North East Units Scale Factor Converg. EY4101;SPC NC - 199,672.031 811,090.173 MT 0.99988431 +1 16 57.0 EY4101;SPC NC - 655,090.66 2,661,051.68 sFT 0.99988431 +1 16 57.0 EY4101;UTM 18 - 3,933,234.845 338,800.944 MT 0.99992022 -1 02 00.4 EY4101 EY4101! - Elev Factor x Scale Factor = Combined Factor EY4101!SPC NC - 1.00000512 x 0.99988431 = 0.99988943 EY4101!UTM 18 - 1.00000512 x 0.99992022 = 0.99992534 EY4101 EY4101 SUPERSEDED SURVEY CONTROL EY4101 EY4101 NAVD 88 (07/14/98) 4.36 (m) 14.3 (f) LEVELING 3 EY4101 EY4101.Superseded values are not recommended for survey control. EY4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4101.See file dsdata.txt to determine how the superseded data were derived. EY4101 EY4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3880133235(NAD 83) EY4101_MARKER: DE = TRAVERSE STATION DISK EY4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4101_SP_SET: CONCRETE POST EY4101_STAMPING: ALBERTA 1982 EY4101_MARK LOGO: NCGS EY4101_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4101+STABILITY: SURFACE MOTION EY4101 EY4101 HISTORY - Date Condition Report By EY4101 HISTORY - 1982 MONUMENTED NCGS EY4101 HISTORY - 19840601 GOOD NCGS EY4101 EY4101 STATION DESCRIPTION EY4101 EY4101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4101'12.4 KM (7.7 MI) WSW FROM PANTEGO. EY4101'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) WEST-SOUTHWEST OF EY4101'PANTEGO AND 25.3 KM (15.7 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4101'3.5 KM (2.15 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.15 MI) WEST FROM EY4101'THE INTERSECTION WITH SR 1611, IN THE NORTH SHOULDER. THE STATION IS EY4101'A STANDARD NCGS DISK STAMPED---ALBERTA 1982---, SET INTO THE TOP OF A EY4101'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. EY4101'LOCATED 6.3 METERS (20.6 FT) NORTH OF THE CENTERLINE OF US 264, 21.0 EY4101'METERS (68.8 FT) SOUTHWEST OF A TELEPHONE PEDESTAL POST WITH A EY4101'REFERENCE TAG, 22.5 METERS (73.7 FT) EAST OF THE EAST END OF A EY4101'CULVERT UNDER A FIELD ENTRANCE, 21.8 METERS (71.7 FT) WEST OF A EY4101'MAILBOX, 29.6 METERS (97.1 FT) NORTHWEST OF AN 18-INCH CEDAR, AND EY4101'35.6 METERS (116.9 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A EY4101'1-STORY SHINGLED HOUSE. EY4101 EY4101 STATION RECOVERY (1984) EY4101 EY4101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4101'STATION IS LOCATED ABOUT 12.4 KM (7.70 MI) WEST-SOUTHWEST OF PANTEGO EY4101'AND 25.3 KM (15.70 MI) EAST OF WASHINGTON. ALONG US 264 FOR 3.5 KM EY4101'(2.15 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.10 MI) WEST FROM SR EY4101'1611, IN THE NORTH SHOULDER. MARK IS RECESSED 3 INCHES BELOW GROUND. EY4101'LOCATED 6.3 M (20.7 FT) NORTH OF THE CENTERLINE OF US 264, 21.0 M EY4101'(68.9 FT) SOUTHWEST OF A TELEPHONE PEDESTAL POST WITH A REFERENCE TAG, EY4101'22.5 M (73.8 FT) EAST OF THE EAST END OF A CULVERT UNDER A FIELD EY4101'ENTRANCE, 21.8 M (71.5 FT) WEST OF A MAILBOX, 29.6 M (97.1 FT) EY4101'NORTHWEST OF AN 18-INCH CEDAR, AND 35.6 M (116.8 FT) NORTH-NORTHWEST EY4101'OF THE NORTHWEST CORNER OF A 1-STORY SHINGLED HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5908 *********************************************************************** AE5908 DESIGNATION - AMBO AE5908 PID - AE5908 AE5908 STATE/COUNTY- NC/BEAUFORT AE5908 USGS QUAD - AURORA (1993) AE5908 AE5908 *CURRENT SURVEY CONTROL AE5908 ___________________________________________________________________ AE5908* NAD 83(1986)- 35 18 52.10418(N) 076 51 51.17968(W) ADJUSTED AE5908* NAVD 88 - 13.338 (meters) 43.76 (feet) ADJUSTED AE5908 ___________________________________________________________________ AE5908 LAPLACE CORR- -2.19 (seconds) DEFLEC99 AE5908 GEOID HEIGHT- -37.14 (meters) GEOID03 AE5908 DYNAMIC HT - 13.326 (meters) 43.72 (feet) COMP AE5908 MODELED GRAV- 979,741.6 (mgal) NAVD 88 AE5908 AE5908 HORZ ORDER - SECOND AE5908 VERT ORDER - SECOND CLASS II AE5908 AE5908.The North Carolina HARNS have been completed but, AE5908.due to contractual restrictions, coordinates for these stations AE5908.will NOT be published in the near future. In the interim, the AE5908.published coordinates in North Carolina will not be AE5908.consistent with the Continuously Operating Reference Stations AE5908.(CORS). The HARN coordinates for these stations are available AE5908.upon request. Contact Gary Thompson(919-733-3836). AE5908. AE5908.In addition, the published North Carolina positions AE5908.(NAD 83 (1986)) are NOT consistent with those determined in AE5908.adjacent state readjustments. The discontinuity between stations AE5908.located in North Carolina and those in adjacent states AE5908.which have been adjusted to the HARN may be as much as 5 AE5908.decimeters. This will result in a significant loss of accuracy AE5908.over lines crossing such state borders. AE5908 AE5908 AE5908.The horizontal coordinates were established by classical geodetic methods AE5908.and adjusted by the National Geodetic Survey in April 1998. AE5908 AE5908.The orthometric height was determined by differential leveling AE5908.and adjusted by the National Geodetic Survey in June 1998. AE5908 AE5908.The Laplace correction was computed from DEFLEC99 derived deflections. AE5908 AE5908.The geoid height was determined by GEOID03. AE5908 AE5908.The dynamic height is computed by dividing the NAVD 88 AE5908.geopotential number by the normal gravity value computed on the AE5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5908.degrees latitude (g = 980.6199 gals.). AE5908 AE5908.The modeled gravity was interpolated from observed gravity values. AE5908 AE5908; North East Units Scale Factor Converg. AE5908;SPC NC - 175,636.040 803,784.495 MT 0.99987319 +1 13 57.8 AE5908;SPC NC - 576,232.57 2,637,082.96 sFT 0.99987319 +1 13 57.8 AE5908;UTM 18 - 3,909,511.920 330,530.541 MT 0.99995394 -1 04 40.4 AE5908 AE5908! - Elev Factor x Scale Factor = Combined Factor AE5908!SPC NC - 1.00000374 x 0.99987319 = 0.99987693 AE5908!UTM 18 - 1.00000374 x 0.99995394 = 0.99995768 AE5908 AE5908 SUPERSEDED SURVEY CONTROL AE5908 AE5908 NGVD 29 (04/29/98) 13.66 (m) 44.8 (f) LEVELING 3 AE5908 AE5908.Superseded values are not recommended for survey control. AE5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5908.See file dsdata.txt to determine how the superseded data were derived. AE5908 AE5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3053109512(NAD 83) AE5908_MARKER: DH = HORIZONTAL CONTROL DISK AE5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5908_STAMPING: AMBO 1983 AE5908_MARK LOGO: NCGS AE5908_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE5908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5908+STABILITY: SURFACE MOTION AE5908 AE5908 HISTORY - Date Condition Report By AE5908 HISTORY - 1983 MONUMENTED NCGS AE5908 AE5908 STATION DESCRIPTION AE5908 AE5908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5908'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTHEAST OF EDWARD. ALONG AE5908'NC 33 FOR 2.1 KM (1.30 MI) SOUTH FROM THE EDWARDS POST OFFICE, OR 0.1 AE5908'KM (0.05 MI) SOUTH OF SR 1947. MARK IS RECESSED 2 INCHES BELOW GROUND. AE5908'LOCATED 5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF NC 33, 13.9 M AE5908'(45.6 FT) NORTHEAST OF THE NORTH END OF A DRIVEWAY CULVERT, 15.3 M AE5908'(50.2 FT) EAST OF THE SOUTH END OF A DRIVEWAY CULVERT--AND 12.8 M AE5908'(42.0 FT) SOUTH OF A POWER POLE, 21.0 M (68.9 FT) NORTH-NORTHEAST OF AE5908'AN 8-INCH OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3787 *********************************************************************** EY3787 DESIGNATION - AMOS EY3787 PID - EY3787 EY3787 STATE/COUNTY- NC/BEAUFORT EY3787 USGS QUAD - AURORA (1993) EY3787 EY3787 *CURRENT SURVEY CONTROL EY3787 ___________________________________________________________________ EY3787* NAD 83(1986)- 35 19 20.97175(N) 076 46 40.96535(W) ADJUSTED EY3787* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3787 ___________________________________________________________________ EY3787 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3787 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3787 EY3787 HORZ ORDER - THIRD EY3787 EY3787.The North Carolina HARNS have been completed but, EY3787.due to contractual restrictions, coordinates for these stations EY3787.will NOT be published in the near future. In the interim, the EY3787.published coordinates in North Carolina will not be EY3787.consistent with the Continuously Operating Reference Stations EY3787.(CORS). The HARN coordinates for these stations are available EY3787.upon request. Contact Gary Thompson(919-733-3836). EY3787. EY3787.In addition, the published North Carolina positions EY3787.(NAD 83 (1986)) are NOT consistent with those determined in EY3787.adjacent state readjustments. The discontinuity between stations EY3787.located in North Carolina and those in adjacent states EY3787.which have been adjusted to the HARN may be as much as 5 EY3787.decimeters. This will result in a significant loss of accuracy EY3787.over lines crossing such state borders. EY3787 EY3787 EY3787.The horizontal coordinates were established by classical geodetic methods EY3787.and adjusted by the National Geodetic Survey in July 1986. EY3787 EY3787.The orthometric height was scaled from a topographic map. EY3787 EY3787.The Laplace correction was computed from DEFLEC99 derived deflections. EY3787 EY3787.The geoid height was determined by GEOID03. EY3787 EY3787; North East Units Scale Factor Converg. EY3787;SPC NC - 176,697.318 811,597.852 MT 0.99987335 +1 16 56.8 EY3787;SPC NC - 579,714.45 2,662,717.29 sFT 0.99987335 +1 16 56.8 EY3787;UTM 18 - 3,910,257.367 338,380.839 MT 0.99992191 -1 01 41.7 EY3787 EY3787! - Elev Factor x Scale Factor = Combined Factor EY3787!SPC NC - 1.00000574 x 0.99987335 = 0.99987909 EY3787!UTM 18 - 1.00000574 x 0.99992191 = 0.99992765 EY3787 EY3787: Primary Azimuth Mark Grid Az EY3787:SPC NC - KINGFISH 224 40 13.0 EY3787:UTM 18 - KINGFISH 226 58 51.5 EY3787 EY3787|---------------------------------------------------------------------| EY3787| PID Reference Object Distance Geod. Az | EY3787| dddmmss.s | EY3787| EY4727 AMOS RM 13.798 METERS 15042 | EY3787| EY3818 KINGFISH APPROX. 0.8 KM 2255709.8 | EY3787|---------------------------------------------------------------------| EY3787 EY3787 SUPERSEDED SURVEY CONTROL EY3787 EY3787 NAD 27 - 35 19 20.35600(N) 076 46 42.23300(W) AD( ) 3 EY3787 EY3787.Superseded values are not recommended for survey control. EY3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3787.See file dsdata.txt to determine how the superseded data were derived. EY3787 EY3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3838110257(NAD 83) EY3787_MARKER: DS = TRIANGULATION STATION DISK EY3787_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3787_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3787 EY3787 HISTORY - Date Condition Report By EY3787 HISTORY - 1935 MONUMENTED CGS EY3787 HISTORY - 1948 GOOD CGS EY3787 EY3787 STATION DESCRIPTION EY3787 EY3787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3787'STATION IS ON THE SOUTHERN SIDE OF SOUTH CREEK DIRECTLY W OF EY3787'POINT OF MARSH ON A POINT WHICH JUTS OUT INTO CREEK AS CREEK EY3787'BEGINS TO CURVE FROM SW. FROM THE STATION, END OF POINT IS 92 EY3787'METERS IN NE DIRECTION. SHORE LINE IS 200 METERS E, 20 METERS W EY3787'AND 15 METERS N. IT IS IN FAST LAND IN GROVE OF PINE TREES. EY3787' EY3787'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3787'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3787' EY3787'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3787'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3787 EY3787 STATION RECOVERY (1948) EY3787 EY3787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3787'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3787'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL EY3787'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3787'INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3787' EY3787'STATION IS ON THE S SIDE OF SOUTH CREEK, DIRECTLY W OF SILVERTHORN EY3787'POINT, AND NE OF DEEP HOLE POINT, ON HOLLAND POINT. FROM EY3787'THE STATION, THE EXTREME NW CORNER OF HOLLAND POINT IS 90 METERS EY3787'IN A NE DIRECTION, APPROXIMATE SHORELINE IS 130 METERS E, 10.7 EY3787'METERS W TO 6-FOOT BANK AND SHORELINE, AND 11.7 METERS N TO EY3787'5-FOOT BANK AND SHORELINE. STATION IS 12.0 METERS S FROM 12-INCH EY3787'BLAZED PINE ON WATERS EDGE, 4.3 METERS N FROM BLAZED 10-INCH EY3787'TWIN PINES. EY3787' EY3787'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED EY3787'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK IS STAMPED EY3787'AMOS 1935. EY3787' EY3787'REFERENCE MARK IS S OF THE STATION. IT IS A BRONZE REFERENCE EY3787'DISK SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 EY3787'INCHES ABOVE GROUND. DISK IS STAMPED AMOS 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9540 *********************************************************************** AE9540 DESIGNATION - ANDREW AE9540 PID - AE9540 AE9540 STATE/COUNTY- NC/BEAUFORT AE9540 USGS QUAD - RANSOMVILLE (1983) AE9540 AE9540 *CURRENT SURVEY CONTROL AE9540 ___________________________________________________________________ AE9540* NAD 83(1986)- 35 22 31.96233(N) 076 44 42.67795(W) ADJUSTED AE9540* NAVD 88 - 1.7 (meters) 6. (feet) VERTCON AE9540 ___________________________________________________________________ AE9540 LAPLACE CORR- -0.99 (seconds) DEFLEC99 AE9540 GEOID HEIGHT- -37.21 (meters) GEOID03 AE9540 AE9540 HORZ ORDER - SECOND AE9540 AE9540.The North Carolina HARNS have been completed but, AE9540.due to contractual restrictions, coordinates for these stations AE9540.will NOT be published in the near future. In the interim, the AE9540.published coordinates in North Carolina will not be AE9540.consistent with the Continuously Operating Reference Stations AE9540.(CORS). The HARN coordinates for these stations are available AE9540.upon request. Contact Gary Thompson(919-733-3836). AE9540. AE9540.In addition, the published North Carolina positions AE9540.(NAD 83 (1986)) are NOT consistent with those determined in AE9540.adjacent state readjustments. The discontinuity between stations AE9540.located in North Carolina and those in adjacent states AE9540.which have been adjusted to the HARN may be as much as 5 AE9540.decimeters. This will result in a significant loss of accuracy AE9540.over lines crossing such state borders. AE9540 AE9540 AE9540.The horizontal coordinates were established by classical geodetic methods AE9540.and adjusted by the National Geodetic Survey in April 1998. AE9540 AE9540.The NAVD 88 height was computed by applying the VERTCON shift value to AE9540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9540 AE9540.The Laplace correction was computed from DEFLEC99 derived deflections. AE9540 AE9540.The geoid height was determined by GEOID03. AE9540 AE9540; North East Units Scale Factor Converg. AE9540;SPC NC - 182,648.475 814,450.742 MT 0.99987492 +1 18 05.1 AE9540;SPC NC - 599,239.21 2,672,077.14 sFT 0.99987492 +1 18 05.1 AE9540;UTM 18 - 3,916,088.871 341,471.545 MT 0.99990971 -1 00 38.0 AE9540 AE9540! - Elev Factor x Scale Factor = Combined Factor AE9540!SPC NC - 1.00000558 x 0.99987492 = 0.99988050 AE9540!UTM 18 - 1.00000558 x 0.99990971 = 0.99991529 AE9540 AE9540 SUPERSEDED SURVEY CONTROL AE9540 AE9540 NGVD 29 (04/29/98) 2.0 (m) 7. (f) VERT ANG AE9540 AE9540.Superseded values are not recommended for survey control. AE9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9540.See file dsdata.txt to determine how the superseded data were derived. AE9540 AE9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4147216089(NAD 83) AE9540_MARKER: DH = HORIZONTAL CONTROL DISK AE9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9540_STAMPING: ANDREW 1983 AE9540_MARK LOGO: NCGS AE9540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9540+STABILITY: SURFACE MOTION AE9540 AE9540 HISTORY - Date Condition Report By AE9540 HISTORY - 1983 MONUMENTED NCGS AE9540 HISTORY - 19860101 SEE DESCRIPTION NCGS AE9540 AE9540 STATION DESCRIPTION AE9540 AE9540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) AE9540'STATION WAS SET IN 1983 AND USED BUT WAS FOUND DESTROYED IN 1986. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3788 *********************************************************************** EY3788 DESIGNATION - ANDY EY3788 PID - EY3788 EY3788 STATE/COUNTY- NC/BEAUFORT EY3788 USGS QUAD - AURORA (1993) EY3788 EY3788 *CURRENT SURVEY CONTROL EY3788 ___________________________________________________________________ EY3788* NAD 83(1986)- 35 19 23.34245(N) 076 47 05.21286(W) ADJUSTED EY3788* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3788 ___________________________________________________________________ EY3788 LAPLACE CORR- -1.35 (seconds) DEFLEC99 EY3788 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3788 EY3788 HORZ ORDER - THIRD EY3788 EY3788.The North Carolina HARNS have been completed but, EY3788.due to contractual restrictions, coordinates for these stations EY3788.will NOT be published in the near future. In the interim, the EY3788.published coordinates in North Carolina will not be EY3788.consistent with the Continuously Operating Reference Stations EY3788.(CORS). The HARN coordinates for these stations are available EY3788.upon request. Contact Gary Thompson(919-733-3836). EY3788. EY3788.In addition, the published North Carolina positions EY3788.(NAD 83 (1986)) are NOT consistent with those determined in EY3788.adjacent state readjustments. The discontinuity between stations EY3788.located in North Carolina and those in adjacent states EY3788.which have been adjusted to the HARN may be as much as 5 EY3788.decimeters. This will result in a significant loss of accuracy EY3788.over lines crossing such state borders. EY3788 EY3788 EY3788.The horizontal coordinates were established by classical geodetic methods EY3788.and adjusted by the National Geodetic Survey in July 1986. EY3788 EY3788.The orthometric height was scaled from a topographic map. EY3788 EY3788.The Laplace correction was computed from DEFLEC99 derived deflections. EY3788 EY3788.The geoid height was determined by GEOID03. EY3788 EY3788; North East Units Scale Factor Converg. EY3788;SPC NC - 176,756.667 810,984.010 MT 0.99987336 +1 16 42.8 EY3788;SPC NC - 579,909.16 2,660,703.37 sFT 0.99987336 +1 16 42.8 EY3788;UTM 18 - 3,910,341.422 337,769.859 MT 0.99992435 -1 01 55.8 EY3788 EY3788! - Elev Factor x Scale Factor = Combined Factor EY3788!SPC NC - 1.00000574 x 0.99987336 = 0.99987910 EY3788!UTM 18 - 1.00000574 x 0.99992435 = 0.99993009 EY3788 EY3788: Primary Azimuth Mark Grid Az EY3788:SPC NC - SIBYL 045 18 45.2 EY3788:UTM 18 - SIBYL 047 37 23.8 EY3788 EY3788|---------------------------------------------------------------------| EY3788| PID Reference Object Distance Geod. Az | EY3788| dddmmss.s | EY3788| EY3838 SIBYL APPROX. 0.8 KM 0463528.0 | EY3788| EY3829 NO 2 APPROX. 0.6 KM 0900414.7 | EY3788| EY4728 ANDY RM 8.203 METERS 28304 | EY3788|---------------------------------------------------------------------| EY3788 EY3788 SUPERSEDED SURVEY CONTROL EY3788 EY3788 NAD 27 - 35 19 22.72700(N) 076 47 06.48300(W) AD( ) 3 EY3788 EY3788.Superseded values are not recommended for survey control. EY3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3788.See file dsdata.txt to determine how the superseded data were derived. EY3788 EY3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3777010341(NAD 83) EY3788_MARKER: DS = TRIANGULATION STATION DISK EY3788_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3788_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3788 EY3788 HISTORY - Date Condition Report By EY3788 HISTORY - 1935 MONUMENTED CGS EY3788 HISTORY - 1948 GOOD CGS EY3788 EY3788 STATION DESCRIPTION EY3788 EY3788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3788'STATION IS ON THE NORTHWESTERLY SHORE OF SOUTH CREEK ON A SHARP EY3788'POINT 1-3/8 MILES N FROM HIGHWAY BRIDGE AT AURORA ON A POINT EY3788'JUST OUTSIDE OF WHITEHURST CREEK. IT IS ON LINE WITH LINE OF EY3788'PILING EXTENDING OUT FROM THIS POINT. FROM THE STATION, SHORE EY3788'LINE IS 5 METERS S, 20 METERS E. STATION IS IN SEMI-STABLE LAND EY3788'ON TREE LINE. EY3788' EY3788'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3788'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3788' EY3788'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3788'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3788 EY3788 STATION RECOVERY (1948) EY3788 EY3788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3788'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3788'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3788'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3788'INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3788' EY3788'STATION IS ON THE NW SHORE OF SOUTH CREEK, ON A SHARP WOODED EY3788'POINT 1-3/8 MILES N FROM STEEL TRUSS BRIDGE AT AURORA, ON THE EY3788'POINT BETWEEN WHITEHURST CREEK AND JACKS CREEK. IT IS ON THE EY3788'CENTER LINE OF AN OLD TRAM ROAD ABOUT 2 FEET ABOVE SURROUNDING EY3788'LAND AND ON RANGE WITH LINE OF PILING EXTENDING OUT FROM POINT. EY3788'FROM THE STATION SHORELINE IS 5 METERS S, 20 METERS E. EY3788' EY3788'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED EY3788'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK IS STAMPED ANDY EY3788'1935. EY3788' EY3788'REFERENCE MARK IS N OF STATION, ON CENTER LINE OF SAME TRAM ROAD EY3788'AS STATION. IT IS A BRONZE REFERENCE DISK SET IN TOP OF EY3788'A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE THE EY3788'GROUND. DISK IS STAMPED ANDY 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5880 *********************************************************************** AE5880 DESIGNATION - ANGE AE5880 PID - AE5880 AE5880 STATE/COUNTY- NC/BEAUFORT AE5880 USGS QUAD - HACKNEY (1983) AE5880 AE5880 *CURRENT SURVEY CONTROL AE5880 ___________________________________________________________________ AE5880* NAD 83(1986)- 35 29 39.26115(N) 077 04 31.07317(W) ADJUSTED AE5880* NAVD 88 - 10.478 (meters) 34.38 (feet) ADJUSTED AE5880 ___________________________________________________________________ AE5880 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AE5880 GEOID HEIGHT- -36.67 (meters) GEOID03 AE5880 DYNAMIC HT - 10.469 (meters) 34.35 (feet) COMP AE5880 MODELED GRAV- 979,751.1 (mgal) NAVD 88 AE5880 AE5880 HORZ ORDER - SECOND AE5880 VERT ORDER - SECOND CLASS II AE5880 AE5880.The North Carolina HARNS have been completed but, AE5880.due to contractual restrictions, coordinates for these stations AE5880.will NOT be published in the near future. In the interim, the AE5880.published coordinates in North Carolina will not be AE5880.consistent with the Continuously Operating Reference Stations AE5880.(CORS). The HARN coordinates for these stations are available AE5880.upon request. Contact Gary Thompson(919-733-3836). AE5880. AE5880.In addition, the published North Carolina positions AE5880.(NAD 83 (1986)) are NOT consistent with those determined in AE5880.adjacent state readjustments. The discontinuity between stations AE5880.located in North Carolina and those in adjacent states AE5880.which have been adjusted to the HARN may be as much as 5 AE5880.decimeters. This will result in a significant loss of accuracy AE5880.over lines crossing such state borders. AE5880 AE5880 AE5880.The horizontal coordinates were established by classical geodetic methods AE5880.and adjusted by the National Geodetic Survey in April 1998. AE5880 AE5880.The orthometric height was determined by differential leveling AE5880.and adjusted by the National Geodetic Survey in June 1998. AE5880 AE5880.The Laplace correction was computed from DEFLEC99 derived deflections. AE5880 AE5880.The geoid height was determined by GEOID03. AE5880 AE5880.The dynamic height is computed by dividing the NAVD 88 AE5880.geopotential number by the normal gravity value computed on the AE5880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5880.degrees latitude (g = 980.6199 gals.). AE5880 AE5880.The modeled gravity was interpolated from observed gravity values. AE5880 AE5880; North East Units Scale Factor Converg. AE5880;SPC NC - 195,181.990 784,209.087 MT 0.99988152 +1 06 39.2 AE5880;SPC NC - 640,359.58 2,572,859.31 sFT 0.99988152 +1 06 39.2 AE5880;UTM 18 - 3,929,834.480 311,757.820 MT 1.00003669 -1 12 19.1 AE5880 AE5880! - Elev Factor x Scale Factor = Combined Factor AE5880!SPC NC - 1.00000411 x 0.99988152 = 0.99988563 AE5880!UTM 18 - 1.00000411 x 1.00003669 = 1.00004080 AE5880 AE5880 SUPERSEDED SURVEY CONTROL AE5880 AE5880 NGVD 29 (04/29/98) 10.81 (m) 35.5 (f) LEVELING 3 AE5880 AE5880.Superseded values are not recommended for survey control. AE5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5880.See file dsdata.txt to determine how the superseded data were derived. AE5880 AE5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1175829834(NAD 83) AE5880_MARKER: DH = HORIZONTAL CONTROL DISK AE5880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5880_STAMPING: ANGE 1983 AE5880_MARK LOGO: NCGS AE5880_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5880+STABILITY: SURFACE MOTION AE5880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5880+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5880 AE5880 HISTORY - Date Condition Report By AE5880 HISTORY - 1983 MONUMENTED NCGS AE5880 HISTORY - 19900514 GOOD NCGS AE5880 HISTORY - 20040327 GOOD USPSQD AE5880 AE5880 STATION DESCRIPTION AE5880 AE5880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5880'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF CHOCOWINITY. AE5880'ALONG NC 33 FOR 3.22 KM (2.00 MI) SOUTHEAST OF US 17, ON THE AE5880'PROLONGATION OF THE SOUTH SIDE OF THE ANGE FAMILY CEMETARY. MARK IS AE5880'RECESSED 2 INCHES BELOW GROUND. LOCATED 4.9 M (16.1 FT) WEST OF THE AE5880'CENTERLINE OF THE HIGHWAY, 17.7 M (58.1 FT) SOUTH OF THE CENTERLINE OF AE5880'A DIRT DRIVEWAY, 21.4 M (70.2 FT) WEST OF THE CENTER OF THE MURRAY T. AE5880'ANGE TOMBSTONE--AND 23.5 M (77.1 FT) NORTHWEST OF A POWER POLE, 28.9 M AE5880'(94.8 FT) SOUTH-SOUTHWEST OF A POWER POLE (43) --BOTH WITH REFERENCE AE5880'TAGS. AE5880 AE5880 STATION RECOVERY (1990) AE5880 AE5880'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5880'RECOVERED AS DESCRIBED. MARK IS 77.1 FT (23.5 M) NORTH-NORTHWEST OF AE5880'THE TAGGED POWER POLE. AE5880 AE5880 STATION RECOVERY (2004) AE5880 AE5880'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5880'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4122 *********************************************************************** EY4122 DESIGNATION - APRON EY4122 PID - EY4122 EY4122 STATE/COUNTY- NC/BEAUFORT EY4122 USGS QUAD - BUNYAN (1974) EY4122 EY4122 *CURRENT SURVEY CONTROL EY4122 ___________________________________________________________________ EY4122* NAD 83(1986)- 35 31 49.34153(N) 076 57 27.61696(W) ADJUSTED EY4122* NAVD 88 - 9.680 (meters) 31.76 (feet) ADJUSTED EY4122 ___________________________________________________________________ EY4122 LAPLACE CORR- -1.90 (seconds) DEFLEC99 EY4122 GEOID HEIGHT- -36.76 (meters) GEOID03 EY4122 DYNAMIC HT - 9.671 (meters) 31.73 (feet) COMP EY4122 MODELED GRAV- 979,761.5 (mgal) NAVD 88 EY4122 EY4122 HORZ ORDER - SECOND EY4122 VERT ORDER - SECOND CLASS II EY4122 EY4122.The North Carolina HARNS have been completed but, EY4122.due to contractual restrictions, coordinates for these stations EY4122.will NOT be published in the near future. In the interim, the EY4122.published coordinates in North Carolina will not be EY4122.consistent with the Continuously Operating Reference Stations EY4122.(CORS). The HARN coordinates for these stations are available EY4122.upon request. Contact Gary Thompson(919-733-3836). EY4122. EY4122.In addition, the published North Carolina positions EY4122.(NAD 83 (1986)) are NOT consistent with those determined in EY4122.adjacent state readjustments. The discontinuity between stations EY4122.located in North Carolina and those in adjacent states EY4122.which have been adjusted to the HARN may be as much as 5 EY4122.decimeters. This will result in a significant loss of accuracy EY4122.over lines crossing such state borders. EY4122 EY4122 EY4122.The horizontal coordinates were established by classical geodetic methods EY4122.and adjusted by the National Geodetic Survey in July 1998. EY4122 EY4122.The orthometric height was determined by differential leveling EY4122.and adjusted by the National Geodetic Survey in June 1991. EY4122 EY4122.The Laplace correction was computed from DEFLEC99 derived deflections. EY4122 EY4122.The geoid height was determined by GEOID03. EY4122 EY4122.The dynamic height is computed by dividing the NAVD 88 EY4122.geopotential number by the normal gravity value computed on the EY4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4122.degrees latitude (g = 980.6199 gals.). EY4122 EY4122.The modeled gravity was interpolated from observed gravity values. EY4122 EY4122; North East Units Scale Factor Converg. EY4122;SPC NC - 199,402.894 794,796.191 MT 0.99988437 +1 10 43.6 EY4122;SPC NC - 654,207.66 2,607,593.84 sFT 0.99988437 +1 10 43.6 EY4122;UTM 18 - 3,933,624.503 322,508.268 MT 0.99998823 -1 08 16.7 EY4122 EY4122! - Elev Factor x Scale Factor = Combined Factor EY4122!SPC NC - 1.00000425 x 0.99988437 = 0.99988862 EY4122!UTM 18 - 1.00000425 x 0.99998823 = 0.99999248 EY4122 EY4122 SUPERSEDED SURVEY CONTROL EY4122 EY4122 NAVD 88 (07/14/98) 9.68 (m) 31.8 (f) LEVELING 3 EY4122 EY4122.Superseded values are not recommended for survey control. EY4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4122.See file dsdata.txt to determine how the superseded data were derived. EY4122 EY4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2250833625(NAD 83) EY4122_MARKER: DE = TRAVERSE STATION DISK EY4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4122_SP_SET: CONCRETE POST EY4122_STAMPING: APRON 1982 EY4122_MARK LOGO: NCGS EY4122_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4122+STABILITY: SURFACE MOTION EY4122 EY4122 HISTORY - Date Condition Report By EY4122 HISTORY - 1982 MONUMENTED NCGS EY4122 HISTORY - 19840601 GOOD NCGS EY4122 HISTORY - 19870829 GOOD USPSQD EY4122 HISTORY - 1989 GOOD USPSQD EY4122 EY4122 STATION DESCRIPTION EY4122 EY4122'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4122'9.2 KM (5.7 MI) ESE FROM WASHINGTON. EY4122'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) EAST-SOUTHEAST OF EY4122'WASHINGTON AND 27.8 KM (17.3 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4122'264 FOR 9.7 KM (6.0 MI) EAST FROM THE INTERSECTION WITH US 17 (IN EY4122'WASHINGTON), OR 0.8 KM (0.5 MI) WEST FROM THE INTERSECTION WITH NC EY4122'32, IN THE NORTH SHOULDER, AT THE EAST END OF A PAVED CONNECTION TO EY4122'THE HIGHWAY. THE STATION IS A STANDARD NCGS DISK STAMPED---APRON EY4122'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4122'DIAMETER RECESSED 13 CM BELOW GROUND. LOCATED 6.4 METERS (21.0 FT) EY4122'NORTHEAST OF THE CENTERLINE OF US 264, 4.5 METERS (14.7 FT) SOUTHEAST EY4122'OF THE EAST END OF A CONCRETE CULVERT UNDER A FIELD ENTRANCE, 22.9 EY4122'METERS (75.1 FT) NORTHEAST OF THE EAST END OF A CONCRETE CULVERT EY4122'UNDER A FIELD ENTRANCE--AND 24.7 METERS (80.9 FT) NORTHEAST OF A EY4122'POWER POLE (261 ), 40.4 METERS (32.5 FT) NORTHWEST OF A TELEPHONE EY4122'POLE (262)--BOTH WITH REFERENCE TAGS. EY4122 EY4122 STATION RECOVERY (1984) EY4122 EY4122'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4122'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) EAST-SOUTHEAST OF WASHINGTON EY4122'AND 27.8 KM (17.25 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 9.7 EY4122'KM (6.00 MI) EAST FROM US 17 (IN WASHINGTON), OR 0.8 KM (0.50 MI) WEST EY4122'FROM NC 32, IN THE NORTH SHOULDER, AT THE EAST END OF A PAVED EY4122'CONNECTION TO THE HIGHWAY. MARK IS RECESSED 5 INCHES BELOW GROUND. EY4122'LOCATED 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF US 264, 4.5 M EY4122'(14.8 FT) SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT UNDER A EY4122'FIELD ENTRANCE, 22.9 M (75.1 FT) NORTHEAST OF THE EAST END OF A EY4122'CONCRETE CULVERT UNDER A FIELD ENTRANCE--AND 24.7 M (81.0 FT) EY4122'NORTHEAST OF A POWER POLE (NO 261), 40.4 M (132.5 FT) NORTHWEST OF A EY4122'TELEPHONE POLE (262)--BOTH WITH REFERENCE TAGS. EY4122 EY4122 STATION RECOVERY (1987) EY4122 EY4122'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY4122'RECOVERED IN GOOD CONDITION. EY4122 EY4122 STATION RECOVERY (1989) EY4122 EY4122'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY4122'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5921 *********************************************************************** AE5921 DESIGNATION - AQUA AE5921 PID - AE5921 AE5921 STATE/COUNTY- NC/BEAUFORT AE5921 USGS QUAD - SOUTH CREEK (1993) AE5921 AE5921 *CURRENT SURVEY CONTROL AE5921 ___________________________________________________________________ AE5921* NAD 83(1986)- 35 21 50.35194(N) 076 43 01.23072(W) ADJUSTED AE5921* NAVD 88 - 1.741 (meters) 5.71 (feet) ADJUSTED AE5921 ___________________________________________________________________ AE5921 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AE5921 GEOID HEIGHT- -37.23 (meters) GEOID03 AE5921 DYNAMIC HT - 1.740 (meters) 5.71 (feet) COMP AE5921 MODELED GRAV- 979,753.4 (mgal) NAVD 88 AE5921 AE5921 HORZ ORDER - SECOND AE5921 VERT ORDER - SECOND CLASS II AE5921 AE5921.The North Carolina HARNS have been completed but, AE5921.due to contractual restrictions, coordinates for these stations AE5921.will NOT be published in the near future. In the interim, the AE5921.published coordinates in North Carolina will not be AE5921.consistent with the Continuously Operating Reference Stations AE5921.(CORS). The HARN coordinates for these stations are available AE5921.upon request. Contact Gary Thompson(919-733-3836). AE5921. AE5921.In addition, the published North Carolina positions AE5921.(NAD 83 (1986)) are NOT consistent with those determined in AE5921.adjacent state readjustments. The discontinuity between stations AE5921.located in North Carolina and those in adjacent states AE5921.which have been adjusted to the HARN may be as much as 5 AE5921.decimeters. This will result in a significant loss of accuracy AE5921.over lines crossing such state borders. AE5921 AE5921 AE5921.The horizontal coordinates were established by classical geodetic methods AE5921.and adjusted by the National Geodetic Survey in April 1998. AE5921 AE5921.The orthometric height was determined by differential leveling AE5921.and adjusted by the National Geodetic Survey in June 1998. AE5921 AE5921.The Laplace correction was computed from DEFLEC99 derived deflections. AE5921 AE5921.The geoid height was determined by GEOID03. AE5921 AE5921.The dynamic height is computed by dividing the NAVD 88 AE5921.geopotential number by the normal gravity value computed on the AE5921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5921.degrees latitude (g = 980.6199 gals.). AE5921 AE5921.The modeled gravity was interpolated from observed gravity values. AE5921 AE5921; North East Units Scale Factor Converg. AE5921;SPC NC - 181,425.110 817,039.911 MT 0.99987450 +1 19 03.6 AE5921;SPC NC - 595,225.55 2,680,571.77 sFT 0.99987450 +1 19 03.6 AE5921;UTM 18 - 3,914,762.021 344,009.335 MT 0.99989988 -0 59 38.2 AE5921 AE5921! - Elev Factor x Scale Factor = Combined Factor AE5921!SPC NC - 1.00000557 x 0.99987450 = 0.99988007 AE5921!UTM 18 - 1.00000557 x 0.99989988 = 0.99990545 AE5921 AE5921 SUPERSEDED SURVEY CONTROL AE5921 AE5921 NGVD 29 (04/29/98) 2.09 (m) 6.9 (f) LEVELING 3 AE5921 AE5921.Superseded values are not recommended for survey control. AE5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5921.See file dsdata.txt to determine how the superseded data were derived. AE5921 AE5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4400914762(NAD 83) AE5921_MARKER: DH = HORIZONTAL CONTROL DISK AE5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5921_STAMPING: AQUA 1983 AE5921_MARK LOGO: NCGS AE5921_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5921+STABILITY: SURFACE MOTION AE5921 AE5921 HISTORY - Date Condition Report By AE5921 HISTORY - 1983 MONUMENTED NCGS AE5921 AE5921 STATION DESCRIPTION AE5921 AE5921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5921'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTHEAST OF AURORA AND 15.3 AE5921'KM (9.50 MI) EAST-NORTHEAST OF EDWARD. ALONG SR 1004 FOR 2.1 KM (1.30 AE5921'MI) WEST-NORTHWEST FROM THE END OF SR 1004 AT HICKORY POINT, OR 3.3 KM AE5921'(2.05 MI) EAST-SOUTHEAST FROM THE FERRY LOADING DOCK AT THE AE5921'INTERSECTION OF NC 306 AND SR 1004, TO A DIRT DRIVEWAY AND THE AE5921'STATION, ON A DITCH BANK. MARK IS RECESSED 2 INCHES BELOW GROUND. AE5921'LOCATED 12.4 M (40.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1004, AE5921'48.5 M (159.1 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE SR AE5921'WITH A DIRT DRIVEWAY, 48.8 M (160.1 FT) WEST OF THE NORTH END OF A SR AE5921'CULVERT, 44.8 M (147.0 FT) WEST-NORTHWEST OF THE SOUTH END OF A SR AE5921'CULVERT, 21.4 M (70.2 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, AE5921'AND 33.9 M (111.2 FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3756 *********************************************************************** EY3756 DESIGNATION - ARCHBELL EY3756 PID - EY3756 EY3756 STATE/COUNTY- NC/BEAUFORT EY3756 USGS QUAD - BATH (1993) EY3756 EY3756 *CURRENT SURVEY CONTROL EY3756 ___________________________________________________________________ EY3756* NAD 83(1986)- 35 26 54.84679(N) 076 49 50.52896(W) ADJUSTED EY3756* NAVD 88 - 5. (meters) 16. (feet) SCALED EY3756 ___________________________________________________________________ EY3756 LAPLACE CORR- -2.52 (seconds) DEFLEC99 EY3756 GEOID HEIGHT- -37.05 (meters) GEOID03 EY3756 EY3756 HORZ ORDER - THIRD EY3756 EY3756.The North Carolina HARNS have been completed but, EY3756.due to contractual restrictions, coordinates for these stations EY3756.will NOT be published in the near future. In the interim, the EY3756.published coordinates in North Carolina will not be EY3756.consistent with the Continuously Operating Reference Stations EY3756.(CORS). The HARN coordinates for these stations are available EY3756.upon request. Contact Gary Thompson(919-733-3836). EY3756. EY3756.In addition, the published North Carolina positions EY3756.(NAD 83 (1986)) are NOT consistent with those determined in EY3756.adjacent state readjustments. The discontinuity between stations EY3756.located in North Carolina and those in adjacent states EY3756.which have been adjusted to the HARN may be as much as 5 EY3756.decimeters. This will result in a significant loss of accuracy EY3756.over lines crossing such state borders. EY3756 EY3756 EY3756.The horizontal coordinates were established by classical geodetic methods EY3756.and adjusted by the National Geodetic Survey in July 1986. EY3756 EY3756.The orthometric height was scaled from a topographic map. EY3756 EY3756.The Laplace correction was computed from DEFLEC99 derived deflections. EY3756 EY3756.The geoid height was determined by GEOID03. EY3756 EY3756; North East Units Scale Factor Converg. EY3756;SPC NC - 190,574.240 806,506.037 MT 0.99987847 +1 15 07.4 EY3756;SPC NC - 625,242.32 2,646,011.89 sFT 0.99987847 +1 15 07.4 EY3756;UTM 18 - 3,924,329.213 333,852.816 MT 0.99994019 -1 03 43.2 EY3756 EY3756! - Elev Factor x Scale Factor = Combined Factor EY3756!SPC NC - 1.00000508 x 0.99987847 = 0.99988355 EY3756!UTM 18 - 1.00000508 x 0.99994019 = 0.99994527 EY3756 EY3756: Primary Azimuth Mark Grid Az EY3756:SPC NC - MIXON 115 13 32.2 EY3756:UTM 18 - MIXON 117 32 22.8 EY3756 EY3756|---------------------------------------------------------------------| EY3756| PID Reference Object Distance Geod. Az | EY3756| dddmmss.s | EY3756| EY3784 MIXON APPROX. 7.3 KM 1162839.6 | EY3756|---------------------------------------------------------------------| EY3756 EY3756 SUPERSEDED SURVEY CONTROL EY3756 EY3756 NAD 27 - 35 26 54.25790(N) 076 49 51.74580(W) AD( ) 3 EY3756 EY3756.Superseded values are not recommended for survey control. EY3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3756.See file dsdata.txt to determine how the superseded data were derived. EY3756 EY3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3385324329(NAD 83) EY3756_MARKER: DS = TRIANGULATION STATION DISK EY3756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3756_MARK LOGO: CGS EY3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3756+STABILITY: SURFACE MOTION EY3756 EY3756 HISTORY - Date Condition Report By EY3756 HISTORY - 1935 MONUMENTED CGS EY3756 HISTORY - 1949 MARK NOT FOUND CGS EY3756 EY3756 STATION DESCRIPTION EY3756 EY3756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3756'STATION IS AT ABOUT THE MIDDLE OF THE ROUNDING POINT WHICH FORMS EY3756'THE WESTERN SIDE OF THE ENTRANCE TO BATH CREEK. IT IS LOCATED EY3756'AT THE FOOT OF A 20-FOOT BLUFF, ABOUT 65 YARDS SE OF A EY3756'PROMINENT LARGE WHITE FARMHOUSE, 45 FEET S OF THE FOOT OF THE EY3756'BLUFF AND 9 FEET N OF THE SHORE LINE. EY3756' EY3756'STATION MARK IS A STANDARD DISK SET IN A 10-INCH SQUARE EY3756'CONCRETE POST. EY3756' EY3756'IT WAS LOCATED BY A 3-POINT FIX FOR USE AS A SUPPLEMENTARY EY3756'POINT FOR CONTROL OF THE TOPOGRAPHY. EY3756 EY3756 STATION RECOVERY (1949) EY3756 EY3756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3756'STATION WAS NOT RECOVERED. THE SHORELINE IN THE VICINITY OF EY3756'THE STATION HAS ERODED AT LEAST 30.0 FEET. IT IS RECOMMENDED EY3756'THAT THE STATION BE CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3789 *********************************************************************** EY3789 DESIGNATION - ARDELL EY3789 PID - EY3789 EY3789 STATE/COUNTY- NC/BEAUFORT EY3789 USGS QUAD - AURORA (1993) EY3789 EY3789 *CURRENT SURVEY CONTROL EY3789 ___________________________________________________________________ EY3789* NAD 83(1986)- 35 18 29.86829(N) 076 51 28.62640(W) ADJUSTED EY3789* NAVD 88 - 14.094 (meters) 46.24 (feet) ADJUSTED EY3789 ___________________________________________________________________ EY3789 LAPLACE CORR- -2.10 (seconds) DEFLEC99 EY3789 GEOID HEIGHT- -37.16 (meters) GEOID03 EY3789 DYNAMIC HT - 14.081 (meters) 46.20 (feet) COMP EY3789 MODELED GRAV- 979,740.7 (mgal) NAVD 88 EY3789 EY3789 HORZ ORDER - SECOND EY3789 VERT ORDER - SECOND CLASS II EY3789 EY3789.The North Carolina HARNS have been completed but, EY3789.due to contractual restrictions, coordinates for these stations EY3789.will NOT be published in the near future. In the interim, the EY3789.published coordinates in North Carolina will not be EY3789.consistent with the Continuously Operating Reference Stations EY3789.(CORS). The HARN coordinates for these stations are available EY3789.upon request. Contact Gary Thompson(919-733-3836). EY3789. EY3789.In addition, the published North Carolina positions EY3789.(NAD 83 (1986)) are NOT consistent with those determined in EY3789.adjacent state readjustments. The discontinuity between stations EY3789.located in North Carolina and those in adjacent states EY3789.which have been adjusted to the HARN may be as much as 5 EY3789.decimeters. This will result in a significant loss of accuracy EY3789.over lines crossing such state borders. EY3789 EY3789 EY3789.The horizontal coordinates were established by classical geodetic methods EY3789.and adjusted by the National Geodetic Survey in April 1998. EY3789 EY3789.The orthometric height was determined by differential leveling EY3789.and adjusted by the National Geodetic Survey in June 1998. EY3789 EY3789.The Laplace correction was computed from DEFLEC99 derived deflections. EY3789 EY3789.The geoid height was determined by GEOID03. EY3789 EY3789.The dynamic height is computed by dividing the NAVD 88 EY3789.geopotential number by the normal gravity value computed on the EY3789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3789.degrees latitude (g = 980.6199 gals.). EY3789 EY3789.The modeled gravity was interpolated from observed gravity values. EY3789 EY3789; North East Units Scale Factor Converg. EY3789;SPC NC - 174,963.285 804,368.780 MT 0.99987308 +1 14 10.8 EY3789;SPC NC - 574,025.38 2,638,999.91 sFT 0.99987308 +1 14 10.8 EY3789;UTM 18 - 3,908,816.100 331,087.273 MT 0.99995162 -1 04 26.8 EY3789 EY3789! - Elev Factor x Scale Factor = Combined Factor EY3789!SPC NC - 1.00000362 x 0.99987308 = 0.99987670 EY3789!UTM 18 - 1.00000362 x 0.99995162 = 0.99995524 EY3789 EY3789: Primary Azimuth Mark Grid Az EY3789:SPC NC - SNACK 319 07 56.7 EY3789:UTM 18 - SNACK 321 26 34.3 EY3789 EY3789|---------------------------------------------------------------------| EY3789| PID Reference Object Distance Geod. Az | EY3789| dddmmss.s | EY3789| EY3841 SNACK APPROX. 1.3 KM 3202207.5 | EY3789|---------------------------------------------------------------------| EY3789 EY3789 SUPERSEDED SURVEY CONTROL EY3789 EY3789 NAD 83(1986)- 35 18 29.88066(N) 076 51 28.62050(W) AD( ) 2 EY3789 NAD 27 - 35 18 29.25345(N) 076 51 29.87156(W) AD( ) 2 EY3789 NGVD 29 (04/29/98) 14.42 (m) 47.3 (f) LEVELING 3 EY3789 EY3789.Superseded values are not recommended for survey control. EY3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3789.See file dsdata.txt to determine how the superseded data were derived. EY3789 EY3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3108708816(NAD 83) EY3789_MARKER: DE = TRAVERSE STATION DISK EY3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3789_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3789_STAMPING: ARDELL 1966 EY3789_MARK LOGO: NCGS EY3789_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3789+STABILITY: SURFACE MOTION EY3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY3789+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997 EY3789 EY3789 HISTORY - Date Condition Report By EY3789 HISTORY - 1966 MONUMENTED NCGS EY3789 HISTORY - 19830101 GOOD NCGS EY3789 HISTORY - 19970211 GOOD NCGS EY3789 EY3789 STATION DESCRIPTION EY3789 EY3789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3789'ARDELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3789'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3789' EY3789'ARDELL IS 3.95 MILES W OF AURORA. LOCATED 1.75 MILES SE OF EY3789'EDWARD. STATION IS 0.8 MILES SE ALONG NC 33 FROM SR 1936. 0.7 EY3789'MILES NW OF RR CROSSING AND ON N ROAD BANK AT ARDELLS STORE. EY3789' EY3789'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3789'ARDELL 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3789'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3789' EY3789'MARK IS EY3789' EY3789'32.8 FT N OF C/L OF NC 33 EY3789' EY3789'21.7 FT N OF YELLOW ARROW ON NC 33 EY3789' EY3789'46.2 FT SE OF 16 INCH PINE AT DRIVEWAY WITH ALUMINUM REF. TAG EY3789' EY3789'93.7 FT W OF PP 381 WITH ALUMINUM REF. TAG EY3789' EY3789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3789 EY3789 STATION RECOVERY (1983) EY3789 EY3789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3789'RECOVERED IN GOOD CONDITION. REFERENCE TO THE YELLOW ARROW, AND THE EY3789'POWER POLE 93.7 FT (28.6 M) AWAY SHOULD BE DELETED. MARK IS LOCATED EY3789'11.9 M (39.0 FT) FT NORTH OF THE NORTH END OF A DRIVEWAY CULVERT, AND EY3789'7.13 M (23.39 FT) FT SOUTHWEST OF A POWER POLE. EY3789 EY3789 STATION RECOVERY (1997) EY3789 EY3789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY3789'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION AND EY3789'ADDITIONS. STATION IS 0.15 MI (0.24 KM) NORTHWEST OF THE RAILROAD EY3789'CROSSING. MARK IS ABOUT LEVEL WITH NC 33 AND IS RECESSED 3-INCHES EY3789'BELOW THE GROUND. LOCATED 32.8 FT (10.0 M) EAST-NORTHEAST OF THE EY3789'CENTERLINE OF NC 33,---AND 47.0 FT (14.3 M) SOUTHEAST OF A 36-INCH EY3789'PINE AT A DRIVEWAY AND 23.4 FT (7.1 M) SOUTHWEST OF A POWER POLE EY3789'(NDL85),---BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2093 *********************************************************************** EY2093 DESIGNATION - ARMORY EY2093 PID - EY2093 EY2093 STATE/COUNTY- NC/BEAUFORT EY2093 USGS QUAD - WASHINGTON (1983) EY2093 EY2093 *CURRENT SURVEY CONTROL EY2093 ___________________________________________________________________ EY2093* NAD 83(1986)- 35 32 15.66745(N) 077 02 43.58696(W) ADJUSTED EY2093* NAVD 88 - 3.2 (meters) 10. (feet) VERTCON EY2093 ___________________________________________________________________ EY2093 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2093 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2093 EY2093 HORZ ORDER - SECOND EY2093 EY2093.The North Carolina HARNS have been completed but, EY2093.due to contractual restrictions, coordinates for these stations EY2093.will NOT be published in the near future. In the interim, the EY2093.published coordinates in North Carolina will not be EY2093.consistent with the Continuously Operating Reference Stations EY2093.(CORS). The HARN coordinates for these stations are available EY2093.upon request. Contact Gary Thompson(919-733-3836). EY2093. EY2093.In addition, the published North Carolina positions EY2093.(NAD 83 (1986)) are NOT consistent with those determined in EY2093.adjacent state readjustments. The discontinuity between stations EY2093.located in North Carolina and those in adjacent states EY2093.which have been adjusted to the HARN may be as much as 5 EY2093.decimeters. This will result in a significant loss of accuracy EY2093.over lines crossing such state borders. EY2093 EY2093 EY2093.The horizontal coordinates were established by classical geodetic methods EY2093.and adjusted by the National Geodetic Survey in July 1986. EY2093 EY2093.The NAVD 88 height was computed by applying the VERTCON shift value to EY2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2093 EY2093.The Laplace correction was computed from DEFLEC99 derived deflections. EY2093 EY2093.The geoid height was determined by GEOID03. EY2093 EY2093; North East Units Scale Factor Converg. EY2093;SPC NC - 200,053.775 786,822.483 MT 0.99988500 +1 07 41.2 EY2093;SPC NC - 656,343.09 2,581,433.43 sFT 0.99988500 +1 07 41.2 EY2093;UTM 18 - 3,934,597.338 314,566.431 MT 1.00002375 -1 11 21.2 EY2093 EY2093! - Elev Factor x Scale Factor = Combined Factor EY2093!SPC NC - 1.00000526 x 0.99988500 = 0.99989025 EY2093!UTM 18 - 1.00000526 x 1.00002375 = 1.00002901 EY2093 EY2093|---------------------------------------------------------------------| EY2093| PID Reference Object Distance Geod. Az | EY2093| dddmmss.s | EY2093| EY2144 PARK 341.578 METERS 10918 | EY2093|---------------------------------------------------------------------| EY2093 EY2093 SUPERSEDED SURVEY CONTROL EY2093 EY2093 NAD 27 - 35 32 15.07912(N) 077 02 44.76251(W) AD( ) 2 EY2093 NGVD 29 (07/19/86) 3.5 (m) 11. (f) VERT ANG EY2093 EY2093.Superseded values are not recommended for survey control. EY2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2093.See file dsdata.txt to determine how the superseded data were derived. EY2093 EY2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1456634597(NAD 83) EY2093_MARKER: DE = TRAVERSE STATION DISK EY2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2093_STAMPING: ARMORY 1965 EY2093_MARK LOGO: NCGS EY2093_MAGNETIC: N = NO MAGNETIC MATERIAL EY2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2093+STABILITY: SURFACE MOTION EY2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY2093+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003 EY2093 EY2093 HISTORY - Date Condition Report By EY2093 HISTORY - 1965 MONUMENTED NCGS EY2093 HISTORY - 1979 GOOD NCGS EY2093 HISTORY - 1985 GOOD USPSQD EY2093 HISTORY - 20030517 GOOD USPSQD EY2093 EY2093 STATION DESCRIPTION EY2093 EY2093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2093'ARMORY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2093'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2093' EY2093'ARMORY IS 1.0 MILE ESE OF WASHINGTON. LOCATED 1.0 MILE SE EY2093'ALONG MAIN STREET FROM U.S. 17 AND U.S. 264. 0.2 MILE NW EY2093'OF BRIDGE OVER JACK CREEK IN FRONT OF HUGH M. STERLINGS HOUSE EY2093'(NO. 718). ON S SIDE OF E MAIN ST. BETWEEN CURB AND SIDEWALK EY2093'AND APPROXIMATELY 100 FT WSW OF ARMORY. EY2093' EY2093'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2093'ARMORY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2093'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2093' EY2093'MARK IS EY2093' EY2093'1.0 FT S OF CURB OF MAIN ST. EY2093' EY2093'45.0 FT E OF TP WITH ALUMINUM REF. TAG EY2093' EY2093'46.0 FT S OF LARGE TREE WITH ALUMINUM REF. TAG ON N SIDE OF MAIN EY2093'ST. EY2093' EY2093'37.0 FT NE OF NW PORCH CORNER OF HOUSE 718 EY2093' EY2093'16.7 FT NE OF LAMP IN YARD OF HOUSE 718 EY2093' EY2093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2093 EY2093 STATION RECOVERY (1979) EY2093 EY2093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2093'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EY2093'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 15.2 FEET EY2093'NORTHEAST OF LAMP POST IN YARD, 3.1 FEET NORTHWEST OF WATER METER EY2093'COVER, AND 17.8 FEET NORTH OF AN 18 INCH PINE WITH ALUMINUM TAG. EY2093 EY2093 STATION RECOVERY (1985) EY2093 EY2093'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2093'RECOVERED IN GOOD CONDITION. EY2093 EY2093 STATION RECOVERY (2003) EY2093 EY2093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2093'MARK AT GROUND LEVEL 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2094 *********************************************************************** EY2094 DESIGNATION - ARNOLD EY2094 PID - EY2094 EY2094 STATE/COUNTY- NC/BEAUFORT EY2094 USGS QUAD - WASHINGTON (1983) EY2094 EY2094 *CURRENT SURVEY CONTROL EY2094 ___________________________________________________________________ EY2094* NAD 83(1986)- 35 34 45.26340(N) 077 04 00.47816(W) ADJUSTED EY2094* NAVD 88 - 8.4 (meters) 28. (feet) VERTCON EY2094 ___________________________________________________________________ EY2094 LAPLACE CORR- -2.52 (seconds) DEFLEC99 EY2094 GEOID HEIGHT- -36.54 (meters) GEOID03 EY2094 EY2094 HORZ ORDER - SECOND EY2094 EY2094.The North Carolina HARNS have been completed but, EY2094.due to contractual restrictions, coordinates for these stations EY2094.will NOT be published in the near future. In the interim, the EY2094.published coordinates in North Carolina will not be EY2094.consistent with the Continuously Operating Reference Stations EY2094.(CORS). The HARN coordinates for these stations are available EY2094.upon request. Contact Gary Thompson(919-733-3836). EY2094. EY2094.In addition, the published North Carolina positions EY2094.(NAD 83 (1986)) are NOT consistent with those determined in EY2094.adjacent state readjustments. The discontinuity between stations EY2094.located in North Carolina and those in adjacent states EY2094.which have been adjusted to the HARN may be as much as 5 EY2094.decimeters. This will result in a significant loss of accuracy EY2094.over lines crossing such state borders. EY2094 EY2094 EY2094.The horizontal coordinates were established by classical geodetic methods EY2094.and adjusted by the National Geodetic Survey in July 1986. EY2094 EY2094.The NAVD 88 height was computed by applying the VERTCON shift value to EY2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2094 EY2094.The Laplace correction was computed from DEFLEC99 derived deflections. EY2094 EY2094.The geoid height was determined by GEOID03. EY2094 EY2094; North East Units Scale Factor Converg. EY2094;SPC NC - 204,624.956 784,796.354 MT 0.99988887 +1 06 56.8 EY2094;SPC NC - 671,340.38 2,574,786.04 sFT 0.99988887 +1 06 56.8 EY2094;UTM 18 - 3,939,247.383 312,726.585 MT 1.00003220 -1 12 10.3 EY2094 EY2094! - Elev Factor x Scale Factor = Combined Factor EY2094!SPC NC - 1.00000442 x 0.99988887 = 0.99989329 EY2094!UTM 18 - 1.00000442 x 1.00003220 = 1.00003662 EY2094 EY2094: Primary Azimuth Mark Grid Az EY2094:SPC NC - WILLIAMS 172 09 01.0 EY2094:UTM 18 - WILLIAMS 174 28 08.1 EY2094 EY2094|---------------------------------------------------------------------| EY2094| PID Reference Object Distance Geod. Az | EY2094| dddmmss.s | EY2094| EY2183 WILLIAMS APPROX. 0.8 KM 1731557.8 | EY2094|---------------------------------------------------------------------| EY2094 EY2094 SUPERSEDED SURVEY CONTROL EY2094 EY2094 NAD 27 - 35 34 44.67693(N) 077 04 01.64611(W) AD( ) 2 EY2094 NGVD 29 (07/19/86) 8.7 (m) 29. (f) VERT ANG EY2094 EY2094.Superseded values are not recommended for survey control. EY2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2094.See file dsdata.txt to determine how the superseded data were derived. EY2094 EY2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1272739247(NAD 83) EY2094_MARKER: DE = TRAVERSE STATION DISK EY2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2094_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2094+STABILITY: SURFACE MOTION EY2094 EY2094 HISTORY - Date Condition Report By EY2094 HISTORY - 1965 MONUMENTED NCGS EY2094 HISTORY - 19830101 SEE DESCRIPTION NCGS EY2094 HISTORY - 19890729 MARK NOT FOUND USPSQD EY2094 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2094 EY2094 STATION DESCRIPTION EY2094 EY2094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2094'ARNOLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2094'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2094' EY2094'ARNOLD IS 2.4 MILES N OF WASHINGTON. LOCATED 2.6 MILES N EY2094'ALONG U.S. 17 FROM N END OF PAMLICO RIVER BRIDGE. APPROXIMATELY EY2094'75 FT N OF SR 1509. 0.55 MILES S OF SR 1001 AND U.S. 17 AND EY2094'ON W SHOULDER OF U.S. 17. EY2094' EY2094'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2094'ARNOLD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2094'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY2094' EY2094'MARK IS EY2094' EY2094'8.2 FT W OF YELLOW ARROW ON U.S. 17 EY2094' EY2094'78.0 FT W OF TP 105 WITH ALUMINUM REF. TAG EY2094' EY2094'49.6 FT SE OF PP WITH ALUMINUM REF. TAG EY2094' EY2094'106.0 FT S OF S PECAN TREE IN ARNOLDS YARD EY2094' EY2094'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2094 EY2094 STATION RECOVERY (1983) EY2094 EY2094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2094'AN INVERSE FROM NCGS STATION--WILLIAM--AND 20 MINUTES OF DIGGING EY2094'FAILED TO SHOW ANY SIGN OF A MARK. EY2094 EY2094 STATION RECOVERY (1989) EY2094 EY2094'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2094'MARK NOT FOUND. EY2094 EY2094 STATION RECOVERY (2004) EY2094 EY2094'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2094'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9112 *********************************************************************** AF9112 DESIGNATION - ASBURY AF9112 PID - AF9112 AF9112 STATE/COUNTY- NC/BEAUFORT AF9112 USGS QUAD - BUNYAN (1974) AF9112 AF9112 *CURRENT SURVEY CONTROL AF9112 ___________________________________________________________________ AF9112* NAD 83(1986)- 35 32 15.23525(N) 076 58 54.46611(W) ADJUSTED AF9112* NAVD 88 - 9.41 (meters) 30.9 (feet) LEVELING AF9112 ___________________________________________________________________ AF9112 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AF9112 GEOID HEIGHT- -36.73 (meters) GEOID03 AF9112 AF9112 HORZ ORDER - SECOND AF9112 VERT ORDER - THIRD ? AF9112 AF9112.The North Carolina HARNS have been completed but, AF9112.due to contractual restrictions, coordinates for these stations AF9112.will NOT be published in the near future. In the interim, the AF9112.published coordinates in North Carolina will not be AF9112.consistent with the Continuously Operating Reference Stations AF9112.(CORS). The HARN coordinates for these stations are available AF9112.upon request. Contact Gary Thompson(919-733-3836). AF9112. AF9112.In addition, the published North Carolina positions AF9112.(NAD 83 (1986)) are NOT consistent with those determined in AF9112.adjacent state readjustments. The discontinuity between stations AF9112.located in North Carolina and those in adjacent states AF9112.which have been adjusted to the HARN may be as much as 5 AF9112.decimeters. This will result in a significant loss of accuracy AF9112.over lines crossing such state borders. AF9112 AF9112 AF9112.The horizontal coordinates were established by classical geodetic methods AF9112.and adjusted by the National Geodetic Survey in July 1998. AF9112 AF9112.The orthometric height was determined by differential leveling. AF9112.The vertical network tie was performed by a horz. field party for horz. AF9112.obs reductions. Reset procedures were used to establish the elevation. AF9112 AF9112.The Laplace correction was computed from DEFLEC99 derived deflections. AF9112 AF9112.The geoid height was determined by GEOID03. AF9112 AF9112; North East Units Scale Factor Converg. AF9112;SPC NC - 200,155.929 792,592.679 MT 0.99988499 +1 09 53.5 AF9112;SPC NC - 656,678.24 2,600,364.48 sFT 0.99988499 +1 09 53.5 AF9112;UTM 18 - 3,934,466.094 320,336.765 MT 0.99999779 -1 09 07.9 AF9112 AF9112! - Elev Factor x Scale Factor = Combined Factor AF9112!SPC NC - 1.00000429 x 0.99988499 = 0.99988928 AF9112!UTM 18 - 1.00000429 x 0.99999779 = 1.00000208 AF9112 AF9112 SUPERSEDED SURVEY CONTROL AF9112 AF9112.No superseded survey control is available for this station. AF9112 AF9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2033734466(NAD 83) AF9112_MARKER: DE = TRAVERSE STATION DISK AF9112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9112_STAMPING: ASBURY 1982 AF9112_MARK LOGO: NCGS AF9112_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9112+STABILITY: SURFACE MOTION AF9112 AF9112 HISTORY - Date Condition Report By AF9112 HISTORY - 1982 MONUMENTED NCGS AF9112 AF9112 STATION DESCRIPTION AF9112 AF9112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9112'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-SOUTHEAST OF WASHINGTON AF9112'AND 18.6 MI (29.9 KM) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 4.5 AF9112'MI (7.2 KM) EAST FROM US 17 (IN WASHINGTON), OR 2.0 MI (3.2 KM) WEST AF9112'OF NC 32, IN THE SOUTH SHOULDER OF THE HIGHWAY, AT SR 1314 (UNPAVED), AF9112'AND 0.15 MI (0.24 KM) EAST OF SR 1313. MARK IS RECESSED 5 INCHES BELOW AF9112'GROUND. LOCATED 23.4 FT (7.1 M) SOUTHWEST OF THE CENTERLINE OF US AF9112'264, 39.0 EAST OF THE CENTERLINE OF SR 1314, 74.2 FT (22.6 M) NORTH OF AF9112'A RIGHT-OF-WAY MARKER--AND 119.4 FT (36.4 M) NORTHWEST OF A POWER AF9112'POLE, 144.7 FT (44.1 M) EAST OF POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3790 *********************************************************************** EY3790 DESIGNATION - ASBY EY3790 PID - EY3790 EY3790 STATE/COUNTY- NC/BEAUFORT EY3790 USGS QUAD - AURORA (1993) EY3790 EY3790 *CURRENT SURVEY CONTROL EY3790 ___________________________________________________________________ EY3790* NAD 83(1986)- 35 18 09.94412(N) 076 49 07.74803(W) ADJUSTED EY3790* NAVD 88 - 3.330 (meters) 10.93 (feet) ADJUSTED EY3790 ___________________________________________________________________ EY3790 LAPLACE CORR- -1.76 (seconds) DEFLEC99 EY3790 GEOID HEIGHT- -37.21 (meters) GEOID03 EY3790 DYNAMIC HT - 3.327 (meters) 10.92 (feet) COMP EY3790 MODELED GRAV- 979,740.7 (mgal) NAVD 88 EY3790 EY3790 HORZ ORDER - SECOND EY3790 VERT ORDER - SECOND CLASS II EY3790 EY3790.The North Carolina HARNS have been completed but, EY3790.due to contractual restrictions, coordinates for these stations EY3790.will NOT be published in the near future. In the interim, the EY3790.published coordinates in North Carolina will not be EY3790.consistent with the Continuously Operating Reference Stations EY3790.(CORS). The HARN coordinates for these stations are available EY3790.upon request. Contact Gary Thompson(919-733-3836). EY3790. EY3790.In addition, the published North Carolina positions EY3790.(NAD 83 (1986)) are NOT consistent with those determined in EY3790.adjacent state readjustments. The discontinuity between stations EY3790.located in North Carolina and those in adjacent states EY3790.which have been adjusted to the HARN may be as much as 5 EY3790.decimeters. This will result in a significant loss of accuracy EY3790.over lines crossing such state borders. EY3790 EY3790 EY3790.The horizontal coordinates were established by classical geodetic methods EY3790.and adjusted by the National Geodetic Survey in April 1998. EY3790 EY3790.The orthometric height was determined by differential leveling EY3790.and adjusted by the National Geodetic Survey in June 1998. EY3790 EY3790.The Laplace correction was computed from DEFLEC99 derived deflections. EY3790 EY3790.The geoid height was determined by GEOID03. EY3790 EY3790.The dynamic height is computed by dividing the NAVD 88 EY3790.geopotential number by the normal gravity value computed on the EY3790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3790.degrees latitude (g = 980.6199 gals.). EY3790 EY3790.The modeled gravity was interpolated from observed gravity values. EY3790 EY3790; North East Units Scale Factor Converg. EY3790;SPC NC - 174,426.960 807,939.892 MT 0.99987299 +1 15 32.1 EY3790;SPC NC - 572,265.78 2,650,716.13 sFT 0.99987299 +1 15 32.1 EY3790;UTM 18 - 3,908,136.204 334,634.114 MT 0.99993701 -1 03 04.8 EY3790 EY3790! - Elev Factor x Scale Factor = Combined Factor EY3790!SPC NC - 1.00000532 x 0.99987299 = 0.99987831 EY3790!UTM 18 - 1.00000532 x 0.99993701 = 0.99994233 EY3790 EY3790: Primary Azimuth Mark Grid Az EY3790:SPC NC - WALKER 254 34 54.4 EY3790:UTM 18 - WALKER 256 53 31.3 EY3790 EY3790|---------------------------------------------------------------------| EY3790| PID Reference Object Distance Geod. Az | EY3790| dddmmss.s | EY3790| EY3847 WALKER APPROX. 3.2 KM 2555026.5 | EY3790|---------------------------------------------------------------------| EY3790 EY3790 SUPERSEDED SURVEY CONTROL EY3790 EY3790 NAD 83(1986)- 35 18 09.95416(N) 076 49 07.74025(W) AD( ) 2 EY3790 NAD 27 - 35 18 09.32615(N) 076 49 09.00134(W) AD( ) 2 EY3790 NGVD 29 (04/29/98) 3.68 (m) 12.1 (f) LEVELING 3 EY3790 EY3790.Superseded values are not recommended for survey control. EY3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3790.See file dsdata.txt to determine how the superseded data were derived. EY3790 EY3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3463408136(NAD 83) EY3790_MARKER: DE = TRAVERSE STATION DISK EY3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3790_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3790_STAMPING: ASBY 1966 EY3790_MARK LOGO: NCGS EY3790_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3790+STABILITY: SURFACE MOTION EY3790 EY3790 HISTORY - Date Condition Report By EY3790 HISTORY - 1966 MONUMENTED NCGS EY3790 HISTORY - 19830103 GOOD NCGS EY3790 EY3790 STATION DESCRIPTION EY3790 EY3790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3790'ASBY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3790'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3790' EY3790'ASBY IS 1.65 MILES W OF AURORA. LOCATED 0.6 MILES E ALONG EY3790'NC 33 FROM SR 1937. 0.65 MILES W ALONG NC 33 FROM Y EY3790'INTERSECTION OF OLD NC 33 (SR 1965). ON N SHOULDER OF NC EY3790'33. APPROXIMATELY 100 FT FROM PEPSI SIGN. IN CURVE AND ABOUT 400 EY3790'FT W OF ASBYS STORE. EY3790' EY3790'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3790'ASBY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3790'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3790' EY3790'MARK IS EY3790' EY3790'20.5 FT N OF C/L OF NC 33 EY3790' EY3790'9.3 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3790' EY3790'84.2 FT SW OF 24 INCH PECAN TREE WITH ALUMINUM REF. TAG EY3790' EY3790'78.0 FT SW OF PEPSI SIGN POST WITH ALUMINUM REF. TAG EY3790' EY3790'92.4 FT NW OF TP 644 WITH ALUMINUM REF. TAG EY3790' EY3790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3790 EY3790 STATION RECOVERY (1983) EY3790 EY3790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3790'RECOVERED IN GOOD CONDITION. NEW REFERENCES WERE PULLED. MARK IS EY3790'LOCATED 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.2 M EY3790'(40.0 FT) WEST THE NORTH END OF A HIGHWAY CULVERT, 16.5 M (54.1 FT) EY3790'NORTH-NORTHWEST OF THE EAST END OF A DRIVEWAY CULVERT, 13.6 M (44.6 EY3790'FT) NORTH OF THE WEST END OF A DRIVEWAY CULVERT, AND 9.9 M (32.5 FT) EY3790'WEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3982 *********************************************************************** EY3982 DESIGNATION - ASH EY3982 PID - EY3982 EY3982 STATE/COUNTY- NC/BEAUFORT EY3982 USGS QUAD - BELHAVEN (1974) EY3982 EY3982 *CURRENT SURVEY CONTROL EY3982 ___________________________________________________________________ EY3982* NAD 83(1986)- 35 31 50.53455(N) 076 31 12.26428(W) ADJUSTED EY3982* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3982 ___________________________________________________________________ EY3982 LAPLACE CORR- -3.31 (seconds) DEFLEC99 EY3982 GEOID HEIGHT- -37.34 (meters) GEOID03 EY3982 EY3982 HORZ ORDER - THIRD EY3982 EY3982.The North Carolina HARNS have been completed but, EY3982.due to contractual restrictions, coordinates for these stations EY3982.will NOT be published in the near future. In the interim, the EY3982.published coordinates in North Carolina will not be EY3982.consistent with the Continuously Operating Reference Stations EY3982.(CORS). The HARN coordinates for these stations are available EY3982.upon request. Contact Gary Thompson(919-733-3836). EY3982. EY3982.In addition, the published North Carolina positions EY3982.(NAD 83 (1986)) are NOT consistent with those determined in EY3982.adjacent state readjustments. The discontinuity between stations EY3982.located in North Carolina and those in adjacent states EY3982.which have been adjusted to the HARN may be as much as 5 EY3982.decimeters. This will result in a significant loss of accuracy EY3982.over lines crossing such state borders. EY3982 EY3982 EY3982.The horizontal coordinates were established by classical geodetic methods EY3982.and adjusted by the National Geodetic Survey in July 1986. EY3982 EY3982.The orthometric height was scaled from a topographic map. EY3982 EY3982.The Laplace correction was computed from DEFLEC99 derived deflections. EY3982 EY3982.The geoid height was determined by GEOID03. EY3982 EY3982; North East Units Scale Factor Converg. EY3982;SPC NC - 200,343.458 834,468.404 MT 0.99988440 +1 25 52.8 EY3982;SPC NC - 657,293.50 2,737,751.76 sFT 0.99988440 +1 25 52.8 EY3982;UTM 18 - 3,932,961.240 362,187.019 MT 0.99983405 -0 53 00.6 EY3982 EY3982! - Elev Factor x Scale Factor = Combined Factor EY3982!SPC NC - 1.00000591 x 0.99988440 = 0.99989031 EY3982!UTM 18 - 1.00000591 x 0.99983405 = 0.99983996 EY3982 EY3982: Primary Azimuth Mark Grid Az EY3982:SPC NC - INTRACOASTAL WATERWAY BCN 24 078 53 17.0 EY3982:UTM 18 - INTRACOASTAL WATERWAY BCN 24 081 12 10.4 EY3982 EY3982|---------------------------------------------------------------------| EY3982| PID Reference Object Distance Geod. Az | EY3982| dddmmss.s | EY3982| EY4734 ASH RM 2 20.413 METERS 01448 | EY3982| EY3287 INTRACOASTAL WATERWAY BCN 24 APPROX. 3.6 KM 0801909.8 | EY3982| EY3288 INTRACOASTAL WATERWAY BCN 25 APPROX. 2.4 KM 1250511.2 | EY3982| EY4001 MARSH 75.583 METERS 13217 | EY3982| EY4733 ASH RM 1 25.827 METERS 28710 | EY3982|---------------------------------------------------------------------| EY3982 EY3982 SUPERSEDED SURVEY CONTROL EY3982 EY3982 NAD 27 - 35 31 49.93700(N) 076 31 13.52800(W) AD( ) 3 EY3982 EY3982.Superseded values are not recommended for survey control. EY3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3982.See file dsdata.txt to determine how the superseded data were derived. EY3982 EY3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6218732961(NAD 83) EY3982_MARKER: DS = TRIANGULATION STATION DISK EY3982_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3982_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3982 EY3982 HISTORY - Date Condition Report By EY3982 HISTORY - 1934 MONUMENTED CGS EY3982 HISTORY - 1949 MARK NOT FOUND CGS EY3982 EY3982 STATION DESCRIPTION EY3982 EY3982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3982'STATION IS ON THE NORTHERN SHORE OF THE PUNGO RIVER, 5 MILES E EY3982'OF BELHAVEN ON THE FIRST POINT E OF UPPER DOWRY CREEK (0.7 MILE), EY3982'ON THE WESTERN SIDE OF THE POINT, 50 YARDS NE OF HIGH WATER, EY3982'17 YARDS S OF BRUSH LINE OF FASTLAND, 60 YARDS S OF TREE LINE, EY3982'90 YARDS FROM END OF POINT. EY3982' EY3982'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3982'CONCRETE IN THE TOP OF TILE. EY3982' EY3982'REFERENCE MARKS ARE NEAR FASTLAND AND PROJECT 4 INCHES ABOVE EY3982'SURFACE OF GROUND. EY3982 EY3982 STATION RECOVERY (1949) EY3982 EY3982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3982'STATION BELIEVED LOST DUE TO EROSION. HOWEVER, THE INADEQUACY EY3982'OF THE ORIGINAL DESCRIPTION MAKES A CLOSE CHECK IMPOSSIBLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4085 *********************************************************************** EY4085 DESIGNATION - ASPHALT EY4085 PID - EY4085 EY4085 STATE/COUNTY- NC/BEAUFORT EY4085 USGS QUAD - PANTEGO (1974) EY4085 EY4085 *CURRENT SURVEY CONTROL EY4085 ___________________________________________________________________ EY4085* NAD 83(1986)- 35 34 44.24623(N) 076 40 58.49978(W) ADJUSTED EY4085* NAVD 88 - 2.722 (meters) 8.93 (feet) ADJUSTED EY4085 ___________________________________________________________________ EY4085 LAPLACE CORR- -2.27 (seconds) DEFLEC99 EY4085 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4085 DYNAMIC HT - 2.719 (meters) 8.92 (feet) COMP EY4085 MODELED GRAV- 979,775.6 (mgal) NAVD 88 EY4085 EY4085 HORZ ORDER - SECOND EY4085 VERT ORDER - SECOND CLASS II EY4085 EY4085.The North Carolina HARNS have been completed but, EY4085.due to contractual restrictions, coordinates for these stations EY4085.will NOT be published in the near future. In the interim, the EY4085.published coordinates in North Carolina will not be EY4085.consistent with the Continuously Operating Reference Stations EY4085.(CORS). The HARN coordinates for these stations are available EY4085.upon request. Contact Gary Thompson(919-733-3836). EY4085. EY4085.In addition, the published North Carolina positions EY4085.(NAD 83 (1986)) are NOT consistent with those determined in EY4085.adjacent state readjustments. The discontinuity between stations EY4085.located in North Carolina and those in adjacent states EY4085.which have been adjusted to the HARN may be as much as 5 EY4085.decimeters. This will result in a significant loss of accuracy EY4085.over lines crossing such state borders. EY4085 EY4085 EY4085.The horizontal coordinates were established by classical geodetic methods EY4085.and adjusted by the National Geodetic Survey in July 1998. EY4085 EY4085.The orthometric height was determined by differential leveling EY4085.and adjusted by the National Geodetic Survey in June 1991. EY4085 EY4085.The Laplace correction was computed from DEFLEC99 derived deflections. EY4085 EY4085.The geoid height was determined by GEOID03. EY4085 EY4085.The dynamic height is computed by dividing the NAVD 88 EY4085.geopotential number by the normal gravity value computed on the EY4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4085.degrees latitude (g = 980.6199 gals.). EY4085 EY4085.The modeled gravity was interpolated from observed gravity values. EY4085 EY4085; North East Units Scale Factor Converg. EY4085;SPC NC - 205,338.363 819,580.446 MT 0.99988885 +1 20 14.5 EY4085;SPC NC - 673,680.95 2,688,906.85 sFT 0.99988885 +1 20 14.5 EY4085;UTM 18 - 3,938,553.488 347,513.439 MT 0.99988654 -0 58 45.7 EY4085 EY4085! - Elev Factor x Scale Factor = Combined Factor EY4085!SPC NC - 1.00000539 x 0.99988885 = 0.99989423 EY4085!UTM 18 - 1.00000539 x 0.99988654 = 0.99989192 EY4085 EY4085 SUPERSEDED SURVEY CONTROL EY4085 EY4085 NAVD 88 (07/14/98) 2.72 (m) 8.9 (f) LEVELING 3 EY4085 EY4085.Superseded values are not recommended for survey control. EY4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4085.See file dsdata.txt to determine how the superseded data were derived. EY4085 EY4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4751338553(NAD 83) EY4085_MARKER: DE = TRAVERSE STATION DISK EY4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4085_SP_SET: CONCRETE POST EY4085_STAMPING: ASPHALT 1982 EY4085_MARK LOGO: NCGS EY4085_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4085+STABILITY: SURFACE MOTION EY4085 EY4085 HISTORY - Date Condition Report By EY4085 HISTORY - 1982 MONUMENTED NCGS EY4085 HISTORY - 19840601 GOOD NCGS EY4085 HISTORY - 1985 GOOD USPSQD EY4085 EY4085 STATION DESCRIPTION EY4085 EY4085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4085'2.1 KM (1.3 MI) WSW FROM PANTEGO. EY4085'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST-SOUTHWEST OF EY4085'PANTEGO. ALONG US 264 FOR 2.4 KM (1.5 MI) WEST FROM THE INTERSECTION EY4085'WITH NC 99, OR 0.9 KM (0.55 MI) EAST FROM SR 1616, NEAR AN OLD EY4085'ASPHALT ROAD BED. THE STATION IS A STANDARD NCGS DISK EY4085'STAMPED---ASPHALT 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4085'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 14.0 METERS EY4085'(46.0 FT) NORTH OF THE CENTERLINE OF US 264, 25.0 METERS (82.0 FT) EY4085'NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND 2.0 METERS (6.5 EY4085'FT) SOUTHEAST OF A 10-INCH PINE, 3.7 METERS (12.0 FT) SOUTHWEST OF A EY4085'5-INCH GUM, AND 7.7 METERS (25.2 FT) EAST OF A 10-INCH PINE--ALL EY4085'THREE WITH REFERENCE TAGS. EY4085 EY4085 STATION RECOVERY (1984) EY4085 EY4085'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4085'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) WEST-SOUTHWEST OF PANTEGO. EY4085'ALONG US 264 FOR 2.4 KM (1.50 MI) WEST FROM NC 99, OR 0.9 KM (0.55 MI) EY4085'EAST FROM SR 1616, NEAR AN OLD ASPHALT ROAD BED. MARK IS FLUSH WITH EY4085'GROUND. LOCATED 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF US 264, EY4085'25.0 M (82.0 FT) NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND EY4085'2.0 M (6.6 FT) SOUTHEAST OF A 10-INCH PINE, 3.7 M (12.1 FT) SOUTHWEST EY4085'OF A 5-INCH GUM, AND 7.7 M (25.3 FT) EAST OF A 10-INCH PINE--ALL THREE EY4085'WITH REFERENCE TAGS. EY4085 EY4085 STATION RECOVERY (1985) EY4085 EY4085'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4085'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2095 *********************************************************************** EY2095 DESIGNATION - ATLANTIC EY2095 PID - EY2095 EY2095 STATE/COUNTY- NC/BEAUFORT EY2095 USGS QUAD - WASHINGTON (1983) EY2095 EY2095 *CURRENT SURVEY CONTROL EY2095 ___________________________________________________________________ EY2095* NAD 83(1986)- 35 32 50.93449(N) 077 04 07.44639(W) ADJUSTED EY2095* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2095 ___________________________________________________________________ EY2095 LAPLACE CORR- -2.26 (seconds) DEFLEC99 EY2095 GEOID HEIGHT- -36.60 (meters) GEOID03 EY2095 EY2095 HORZ ORDER - THIRD EY2095 EY2095.The North Carolina HARNS have been completed but, EY2095.due to contractual restrictions, coordinates for these stations EY2095.will NOT be published in the near future. In the interim, the EY2095.published coordinates in North Carolina will not be EY2095.consistent with the Continuously Operating Reference Stations EY2095.(CORS). The HARN coordinates for these stations are available EY2095.upon request. Contact Gary Thompson(919-733-3836). EY2095. EY2095.In addition, the published North Carolina positions EY2095.(NAD 83 (1986)) are NOT consistent with those determined in EY2095.adjacent state readjustments. The discontinuity between stations EY2095.located in North Carolina and those in adjacent states EY2095.which have been adjusted to the HARN may be as much as 5 EY2095.decimeters. This will result in a significant loss of accuracy EY2095.over lines crossing such state borders. EY2095 EY2095 EY2095.The horizontal coordinates were established by classical geodetic methods EY2095.and adjusted by the National Geodetic Survey in July 1986. EY2095 EY2095.The orthometric height was scaled from a topographic map. EY2095 EY2095.The Laplace correction was computed from DEFLEC99 derived deflections. EY2095 EY2095.The geoid height was determined by GEOID03. EY2095 EY2095; North East Units Scale Factor Converg. EY2095;SPC NC - 201,099.022 784,689.500 MT 0.99988587 +1 06 52.8 EY2095;SPC NC - 659,772.37 2,574,435.47 sFT 0.99988587 +1 06 52.8 EY2095;UTM 18 - 3,935,728.145 312,477.161 MT 1.00003336 -1 12 11.0 EY2095 EY2095! - Elev Factor x Scale Factor = Combined Factor EY2095!SPC NC - 1.00000580 x 0.99988587 = 0.99989167 EY2095!UTM 18 - 1.00000580 x 1.00003336 = 1.00003916 EY2095 EY2095: Primary Azimuth Mark Grid Az EY2095:SPC NC - COAST 213 50 42.5 EY2095:UTM 18 - COAST 216 09 46.3 EY2095 EY2095|---------------------------------------------------------------------| EY2095| PID Reference Object Distance Geod. Az | EY2095| dddmmss.s | EY2095| EY4389 ATLANTIC RM 14.180 METERS 04912 | EY2095| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 0.9 KM 0985552.0 | EY2095| EY2171 WASHINGTON HWY BRIDGE CUPOLA APPROX. 0.8 KM 1250716.5 | EY2095| EY2106 COAST APPROX. 0.5 KM 2145735.3 | EY2095| EY2165 WASHINGTON ACLRR BRIDGE CEN LT 260.786 METERS 21928 | EY2095|---------------------------------------------------------------------| EY2095 EY2095 SUPERSEDED SURVEY CONTROL EY2095 EY2095 NAD 27 - 35 32 50.35700(N) 077 04 08.61800(W) AD( ) 3 EY2095 EY2095.Superseded values are not recommended for survey control. EY2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2095.See file dsdata.txt to determine how the superseded data were derived. EY2095 EY2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1247735728(NAD 83) EY2095_MARKER: DS = TRIANGULATION STATION DISK EY2095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2095_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2095 EY2095 HISTORY - Date Condition Report By EY2095 HISTORY - 1935 MONUMENTED CGS EY2095 HISTORY - 1949 GOOD CGS EY2095 EY2095 STATION DESCRIPTION EY2095 EY2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2095'STATION IS ON THE N SHORE OF PAMLICO RIVER AT WASHINGTON, NORTH EY2095'CAROLINA, ABOUT 100 FEET S OF THE ATLANTIC COAST LINE RAILROAD EY2095'BRIDGE, ON A NARROW STRIP OF MARSH ABOUT 15 FEET WIDE. STATION EY2095'IS ABOUT 350 FEET S OF N ABUTMENT OF BRIDGE, ABOUT 200 FEET N OF EY2095'BULKHEAD AT S END OF SHED BELONGING TO EUREKA LUMBER COMPANY, EY2095'ABOUT 125 FEET N OF S END OF THE NARROW STRIP OF MARSH. EY2095' EY2095'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY2095'IN THE TOPS OF TILES. EY2095 EY2095 STATION RECOVERY (1949) EY2095 EY2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY2095'STATION WAS RECOVERED IN GOOD CONDITION. THE REFERENCE MARK WAS EY2095'NOT FOUND. CONSIDERABLE EROSION IS EVIDENT ALONG THE POINT AND EY2095'THE MARK HAS PROBABLY BEEN DESTROYED. THE ORIGINAL DESCRIPTION EY2095'IS CONFUSING AS TO DIRECTION. A NEW DESCRIPTION FOLLOWS-- EY2095' EY2095'STATION IS LOCATED ON THE N SHORE OF THE PAMLICO RIVER, IN EY2095'WASHINGTON, N.C., ON PROPERTY OF THE EUREKA LUMBER COMPANY, ON A EY2095'NARROW STRIP OF LOW, BRUSH-COVERED LAND ABOUT 200 FEET E OF THE EY2095'ATLANTIC COAST LINE RAILROAD BRIDGE, ABOUT 200 FEET S OF THE EY2095'BULK-HEAD OF THE BASE OF THE STRIP OF LAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3793 *********************************************************************** EY3793 DESIGNATION - AURORA EY3793 PID - EY3793 EY3793 STATE/COUNTY- NC/BEAUFORT EY3793 USGS QUAD - AURORA (1993) EY3793 EY3793 *CURRENT SURVEY CONTROL EY3793 ___________________________________________________________________ EY3793* NAD 83(1986)- 35 18 27.55501(N) 076 46 27.23185(W) ADJUSTED EY3793* NAVD 88 - 1.9 (meters) 6. (feet) VERTCON EY3793 ___________________________________________________________________ EY3793 LAPLACE CORR- -1.13 (seconds) DEFLEC99 EY3793 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3793 EY3793 HORZ ORDER - SECOND EY3793 EY3793.The North Carolina HARNS have been completed but, EY3793.due to contractual restrictions, coordinates for these stations EY3793.will NOT be published in the near future. In the interim, the EY3793.published coordinates in North Carolina will not be EY3793.consistent with the Continuously Operating Reference Stations EY3793.(CORS). The HARN coordinates for these stations are available EY3793.upon request. Contact Gary Thompson(919-733-3836). EY3793. EY3793.In addition, the published North Carolina positions EY3793.(NAD 83 (1986)) are NOT consistent with those determined in EY3793.adjacent state readjustments. The discontinuity between stations EY3793.located in North Carolina and those in adjacent states EY3793.which have been adjusted to the HARN may be as much as 5 EY3793.decimeters. This will result in a significant loss of accuracy EY3793.over lines crossing such state borders. EY3793 EY3793 EY3793.The horizontal coordinates were established by classical geodetic methods EY3793.and adjusted by the National Geodetic Survey in July 1986. EY3793 EY3793.The NAVD 88 height was computed by applying the VERTCON shift value to EY3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3793 EY3793.The Laplace correction was computed from DEFLEC99 derived deflections. EY3793 EY3793.The geoid height was determined by GEOID03. EY3793 EY3793; North East Units Scale Factor Converg. EY3793;SPC NC - 175,059.489 811,981.503 MT 0.99987307 +1 17 04.7 EY3793;SPC NC - 574,341.01 2,663,975.98 sFT 0.99987307 +1 17 04.7 EY3793;UTM 18 - 3,908,605.324 338,698.165 MT 0.99992065 -1 01 32.4 EY3793 EY3793! - Elev Factor x Scale Factor = Combined Factor EY3793!SPC NC - 1.00000555 x 0.99987307 = 0.99987862 EY3793!UTM 18 - 1.00000555 x 0.99992065 = 0.99992620 EY3793 EY3793: Primary Azimuth Mark Grid Az EY3793:SPC NC - MAYO 082 16 52.5 EY3793:UTM 18 - MAYO 084 35 29.6 EY3793 EY3793|---------------------------------------------------------------------| EY3793| PID Reference Object Distance Geod. Az | EY3793| dddmmss.s | EY3793| EY3531 MAYO APPROX. 5.8 KM 0833357.2 | EY3793| EY4736 AURORA RM 1 35.259 METERS 17448 | EY3793| EY3817 KAY 316.898 METERS 17719 | EY3793| EY3794 AURORA RM 2 AZIMUTH 290.553 METERS 19923 | EY3793| EY3825 LUCKEY 371.778 METERS 20312 | EY3793| EY3826 MARY 390.698 METERS 24511 | EY3793| EY4737 AURORA RM 3 39.524 METERS 27406 | EY3793|---------------------------------------------------------------------| EY3793 EY3793 SUPERSEDED SURVEY CONTROL EY3793 EY3793 NAD 27 - 35 18 26.93300(N) 076 46 28.49900(W) AD( ) 2 EY3793 NGVD 29 (07/19/86) 2.2 (m) 7. (f) VERT ANG EY3793 EY3793.Superseded values are not recommended for survey control. EY3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3793.See file dsdata.txt to determine how the superseded data were derived. EY3793 EY3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3869808605(NAD 83) EY3793_MARKER: DS = TRIANGULATION STATION DISK EY3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3793_STAMPING: AURORA 1935 EY3793_MARK LOGO: CGS EY3793 EY3793 HISTORY - Date Condition Report By EY3793 HISTORY - 1935 MONUMENTED CGS EY3793 HISTORY - 1948 GOOD CGS EY3793 HISTORY - 1964 GOOD CGS EY3793 HISTORY - 1966 GOOD CGS EY3793 HISTORY - 1967 GOOD USE EY3793 EY3793 STATION DESCRIPTION EY3793 EY3793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3793'STATION IS ABOUT 1 MILE E OF AURORA ON THE PROPERTY OF MR. EY3793'GEORGE CLARK OF BELHAVEN. IT IS ABOUT 50 METERS N OF A CURVE EY3793'IN THE MAIN ROAD AND THE INTERSECTION OF TWO LANES WITH THE MAIN EY3793'ROAD. IT IS ABOUT 5 METERS W OF THE LANE AND 10 METERS S OF EY3793'THE BARN. EY3793' EY3793'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS EY3793'SET IN CONCRETE. EY3793' EY3793'REFERENCE MARK NO.2, (THE AZIMUTH MARK), IS ABOUT 300 METERS EY3793'SW ON THE S SIDE OF THE ROAD ABOUT 60 METERS W OF A FORK IN THE EY3793'ROAD. REFERENCE MARK NO.1 IS S OF THE STATION. REFERENCE MARK EY3793'NO.3 IS W OF THE STATION. EY3793' EY3793'TO REACH FROM WASHINGTON FOLLOW U.S. HIGHWAY 17 S 3 MILES TO EY3793'CHOCOWINITY AND TURN LEFT ON ROUTE 33. FOLLOW ROUTE 33 E TO EY3793'AURORA. CROSS THE SOUTH CREEK BRIDGE AND SET 0.0 MILE, AT 0.2 EY3793'MILE TURN LEFT, AT 0.3 MILE AT CURVE IN MAIN ROAD TAKE LANE EY3793'STRAIGHT AHEAD FOR 50 METERS AND REACH OLD BARN AND STATION ON EY3793'LEFT. EY3793' EY3793'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS. EY3793 EY3793 STATION RECOVERY (1948) EY3793 EY3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3793'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION. DISTANCE EY3793'TO THE R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3793'CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3793'DESCRIPTION AS FOLLOWS. EY3793' EY3793'THE STATION IS ABOUT 1 MILE E. OF AURORA ON THE PROPERTY OF MR. EY3793'GEORGE CLARK OF BELHAVEN. IT IS 62 METERS N. OF A CURVE IN THE EY3793'AURORA-SOUTH CREEK ROAD AND THE INTERSECTION OF TWO LANES WITH EY3793'THE AURORA-SOUTH CREEK ROAD. IT IS 5.8 METERS W. OF THE W. EDGE EY3793'OF THE LANE AND 4.0 METERS E. OF THE S.E. CORNER OF A SHEET EY3793'METAL COVERED BARN. THE STATION IS MARKED BY A STANDARD EY3793'TRIANGULATION DISK, STAMPED AURORA 1935, SET IN TOP OF A 12 IN EY3793'SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND. EY3793' EY3793'R.M. NO. 1 IS 4 METERS W. OF THE W. EDGE OF THE LANE IN A EY3793'CLUMP OF BUSHES AT THE EDGE OF A FIELD AND IS S. OF THE EY3793'STATION. THE REFERENCE MARK IS A STANDARD REFERENCE MARK DISK, EY3793'STAMPED AURORA NO. 1 1935, SET IN TOP OF A 12 IN SQUARE EY3793'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND. EY3793' EY3793'R.M. NO. 2, THE AZIMUTH MARK, IS ABOUT 300 METERS S.W. OF THE EY3793'STATION ON THE S. SIDE OF THE ROAD ABOUT 60 METERS W. OF THE EY3793'FORK OF A ROAD. IT IS 338.9 METERS E. OF THE CENTER OF THE N. EY3793'TRUSS, STEEL, OF THE SOUTH CREEK BRIDGE AND IS 15 FT. N.W. OF EY3793'THE N.W. CORNER OF A TOBACCO BARN. THE REFERENCE MARK IS A EY3793'STANDARD REFERENCE MARK DISK, STAMPED AURORA NO. 2 1935, SET IN EY3793'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 8 INCHES EY3793'ABOVE GROUND. EY3793' EY3793'R.M. NO. 3 IS W. OF THE STATION IN A FIELD JUST S. OF A EY3793'TOBACCO BARN. THE REFERENCE MARK IS A STANDARD REFERENCE DISK, EY3793'STAMPED AURORA NO. 3 1935, SET IN TOP OF A 12 INCH SQUARE EY3793'CONCRETE MONUMENT, PROJECTING 3 INCHES ABOVE GROUND. EY3793' EY3793'TO REACH FROM THE POST OFFICE IN AURORA, N. C. FOLLOW THE MAIN EY3793'STREET E. 0.4 MILE TO THE STEEL TRUSS BRIDGE OVER SOUTH EY3793'CREEK. CROSS THE BRIDGE AND SET 0.0 MILE, AT 0.2 MILE TURN EY3793'LEFT, AT 0.3 MILE AT CURVE IN MAIN ROAD TAKE LANE STRAIGHT AHEAD EY3793'FOR 72 METERS AND REACH BARN AND STATION ON LEFT. EY3793 EY3793 STATION RECOVERY (1964) EY3793 EY3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY3793'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1948 AND ALL EY3793'MARKS WERE FOUND TO BE IN GOOD CONDITION. THE 1948 DESCRIPTION EY3793'IS ADEQUATE EXCEPT FOR THE TO REACH STATION DESCRIPTION WHICH EY3793'HAS CHANGED DUE TO THE CONSTRUCTION OF A NEW BRIDGE. EY3793' EY3793'TO REACH STATION FROM THE SOUTH CREEK BRIDGE, SOUTHEAST OF EY3793'AURORA, GO EAST ON STATE HIGHWAY 33 FOR 0.35 MILE TO A EY3793'CROSSROADS. TURN LEFT AND GO NORTHWESTERLY FOR 0.45 MILE TO A EY3793'SIDE ROAD LEFT. REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 65 EY3793'YARDS WEST ALONG THIS ROAD AND 15 FEET NORTHWEST OF THE EY3793'NORTHWEST CORNER OF A TOBACCO BARN. CONTINUE NORTH FOR 0.1 EY3793'MILE TO CURVE RIGHT AND A FARM ROAD STRAIGHT AHEAD. CONTINUE EY3793'STRAIGHT AHEAD ON FARM ROAD FOR ABOUT 70 YARDS TO BARN AND EY3793'STATION ON THE LEFT AS DESCRIBED. EY3793 EY3793 STATION RECOVERY (1966) EY3793 EY3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3793'ALL MARKS EXCEPT RM 3 RECOVERED IN GOOD CONDITION. EY3793' EY3793'THE STATION MARK PROJECTS 2 INCHES, IS 23 FEET WEST OF THE EY3793'CENTER OF A LANE, 14 FEET WEST OF A WIRE FENCE AND 13 FEET EAST EY3793'OF THE SOUTHEAST CORNER OF A METAL BARN. EY3793' EY3793'RM 1 PROJECTS 3 INCHES, IS ABOUT 150 FEET NORTH OF THE MAIN EY3793'TRAVELLED WAY, 45 FEET NORTHWEST OF A GATE IN AN EAST-WEST EY3793'FENCE, 19 FEET WEST OF THE CENTER OF THE LANE AND 10.2 FEET EY3793'WEST OF THE FENCE THAT PARALLELS THE LANE. EY3793' EY3793'RM 2 (AZIMUTH MARK) PROJECTS 2 INCHES, IS 250 FEET (PACED) EY3793'WEST OF THE INTERSECTION OF THE ROAD AND A LANE, 26 FEET EY3793'SOUTHEAST OF THE CENTER OF THE LANE, 15 FEET NORTHWEST OF THE EY3793'NORTHWEST CORNER OF A TOBACCO SHED AND 1 FOOT NORTHEAST OF A EY3793'METAL WITNESS POST. EY3793' EY3793'RM 3 HAS BEEN HIT BY FARM MACHINERY AND LEANS WESTWARD. LINE EY3793'TO THE MARK IS BLOCKED BY AN ADDITION TO THE BARN. EY3793' EY3793'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST EY3793'OF AURORA, GO EAST ON STATION HIGHWAY 33 FOR 0.4 MILE TO A EY3793'JUNCTION OF 5 ROADS, TURN SHARP LEFT AND GO NORTHWEST FOR 0.9 EY3793'MILE TO A LANE ON THE LEFT AND THE AZIMUTH MARK, CONTINUE AHEAD EY3793'(NORTHWARD) FOR 0.15 MILE TO A ROAD CURVE TO THE RIGHT AND A EY3793'LANE STRAIGHT AHEAD, AND THE STATION ON THE LEFT OF THE LANE. EY3793 EY3793 STATION RECOVERY (1967) EY3793 EY3793'RECOVERY NOTE BY US ENGINEERS 1967 EY3793'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK EY3793'STAMPED AURORA 1935 SET IN CONCRETE 1 IN ABOVE THE GROUND. EY3793' EY3793'STATION IS ABOUT 150 FT N OF A CURVE IN THE MAIN ROAD AND EY3793'THE INTERSECTION OF TWO LANES WITH THE MAIN ROAD. IT IS ABOUT EY3793'15 FT W OF THE LANE AND 12 FT SE OF THE BARN. EY3793' EY3793'TO REACH STATION FROM AURORA, CROSS THE SOUTH CREEK BRIDGE AND EY3793'SET 0.0 MILE, AT 0.2 MILE TURN LEFT, AT 0.3 MILE AT CURVE IN EY3793'MAIN ROAD. TAKE LANE STRAIGHT AHEAD FOR 164 FT AND REACH OLD EY3793'BARN AND STATION SITE ON LEFT. EY3793' EY3793'R.M. 1 IS A STANDARD REFERENCE DISK 116 FT FROM THE STATION EY3793'ON A M.AZ. OF 180 DEG. EY3793' EY3793'R.M. 2 (AZ.MK.) WAS NOT RECOVERED. COULD NOT BE LOCATED. EY3793' EY3793'R.M. 3 WAS NOT RECOVERED. COULD NOT BE LOCATED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3794 *********************************************************************** EY3794 DESIGNATION - AURORA RM 2 AZIMUTH EY3794 PID - EY3794 EY3794 STATE/COUNTY- NC/BEAUFORT EY3794 USGS QUAD - AURORA (1993) EY3794 EY3794 *CURRENT SURVEY CONTROL EY3794 ___________________________________________________________________ EY3794* NAD 83(1986)- 35 18 18.66149(N) 076 46 31.04897(W) ADJUSTED EY3794* NAVD 88 - 1.7 (meters) 6. (feet) VERTCON EY3794 ___________________________________________________________________ EY3794 LAPLACE CORR- -1.16 (seconds) DEFLEC99 EY3794 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3794 EY3794 HORZ ORDER - SECOND EY3794 EY3794.The North Carolina HARNS have been completed but, EY3794.due to contractual restrictions, coordinates for these stations EY3794.will NOT be published in the near future. In the interim, the EY3794.published coordinates in North Carolina will not be EY3794.consistent with the Continuously Operating Reference Stations EY3794.(CORS). The HARN coordinates for these stations are available EY3794.upon request. Contact Gary Thompson(919-733-3836). EY3794. EY3794.In addition, the published North Carolina positions EY3794.(NAD 83 (1986)) are NOT consistent with those determined in EY3794.adjacent state readjustments. The discontinuity between stations EY3794.located in North Carolina and those in adjacent states EY3794.which have been adjusted to the HARN may be as much as 5 EY3794.decimeters. This will result in a significant loss of accuracy EY3794.over lines crossing such state borders. EY3794 EY3794 EY3794.The horizontal coordinates were established by classical geodetic methods EY3794.and adjusted by the National Geodetic Survey in July 1986. EY3794 EY3794.The NAVD 88 height was computed by applying the VERTCON shift value to EY3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3794 EY3794.The Laplace correction was computed from DEFLEC99 derived deflections. EY3794 EY3794.The geoid height was determined by GEOID03. EY3794 EY3794; North East Units Scale Factor Converg. EY3794;SPC NC - 174,783.348 811,891.251 MT 0.99987302 +1 17 02.5 EY3794;SPC NC - 573,435.03 2,663,679.88 sFT 0.99987302 +1 17 02.5 EY3794;UTM 18 - 3,908,333.032 338,596.849 MT 0.99992105 -1 01 34.4 EY3794 EY3794! - Elev Factor x Scale Factor = Combined Factor EY3794!SPC NC - 1.00000558 x 0.99987302 = 0.99987860 EY3794!UTM 18 - 1.00000558 x 0.99992105 = 0.99992663 EY3794 EY3794: Primary Azimuth Mark Grid Az EY3794:SPC NC - DOT 198 05 44.7 EY3794:UTM 18 - DOT 200 24 21.6 EY3794 EY3794|---------------------------------------------------------------------| EY3794| PID Reference Object Distance Geod. Az | EY3794| dddmmss.s | EY3794| EY3793 AURORA 290.553 METERS 01923 | EY3794| EY3805 DOT APPROX. 0.5 KM 1992247.2 | EY3794|---------------------------------------------------------------------| EY3794 EY3794 SUPERSEDED SURVEY CONTROL EY3794 EY3794 NAD 27 - 35 18 18.03920(N) 076 46 32.31549(W) AD( ) 2 EY3794 NGVD 29 (07/19/86) 2.0 (m) 7. (f) VERT ANG EY3794 EY3794.Superseded values are not recommended for survey control. EY3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3794.See file dsdata.txt to determine how the superseded data were derived. EY3794 EY3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3859708333(NAD 83) EY3794_MARKER: DR = REFERENCE MARK DISK EY3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3794_STAMPING: AURORA NO. 2 1935 EY3794_MARK LOGO: CGS EY3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3794+STABILITY: SURFACE MOTION EY3794 EY3794 HISTORY - Date Condition Report By EY3794 HISTORY - 1966 MONUMENTED NCGS EY3794 EY3794 STATION DESCRIPTION EY3794 EY3794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 EY3794'RM 2 PROJECTS 2 INCHES, IS 250 FEET (PACED) EY3794'WEST OF THE INTERSECTION OF THE ROAD AND A LANE, 26 FEET EY3794'SOUTHEAST OF THE CENTER OF THE LANE, 15 FEET NORTHWEST OF THE EY3794'NORTHWEST CORNER OF A TOBACCO SHED AND 1 FOOT NORTHEAST OF A EY3794'METAL WITNESS POST. EY3794' EY3794'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST EY3794'OF AURORA, GO EAST ON STATION HIGHWAY 33 FOR 0.4 MILE TO A EY3794'JUNCTION OF 5 ROADS, TURN SHARP LEFT AND GO NORTHWEST FOR 0.9 EY3794'MILE TO A LANE ON THE LEFT AND THE AZIMUTH MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2188 *********************************************************************** EY2188 DESIGNATION - AUSTIN POINT 2 EY2188 PID - EY2188 EY2188 STATE/COUNTY- NC/BEAUFORT EY2188 USGS QUAD - WASHINGTON (1983) EY2188 EY2188 *CURRENT SURVEY CONTROL EY2188 ___________________________________________________________________ EY2188* NAD 83(1986)- 35 31 22.17865(N) 077 01 25.11868(W) ADJUSTED EY2188* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2188 ___________________________________________________________________ EY2188 LAPLACE CORR- -1.87 (seconds) DEFLEC99 EY2188 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2188 EY2188 HORZ ORDER - THIRD EY2188 EY2188.The North Carolina HARNS have been completed but, EY2188.due to contractual restrictions, coordinates for these stations EY2188.will NOT be published in the near future. In the interim, the EY2188.published coordinates in North Carolina will not be EY2188.consistent with the Continuously Operating Reference Stations EY2188.(CORS). The HARN coordinates for these stations are available EY2188.upon request. Contact Gary Thompson(919-733-3836). EY2188. EY2188.In addition, the published North Carolina positions EY2188.(NAD 83 (1986)) are NOT consistent with those determined in EY2188.adjacent state readjustments. The discontinuity between stations EY2188.located in North Carolina and those in adjacent states EY2188.which have been adjusted to the HARN may be as much as 5 EY2188.decimeters. This will result in a significant loss of accuracy EY2188.over lines crossing such state borders. EY2188 EY2188 EY2188.The horizontal coordinates were established by classical geodetic methods EY2188.and adjusted by the National Geodetic Survey in July 1986. EY2188 EY2188.The orthometric height was scaled from a topographic map. EY2188 EY2188.The Laplace correction was computed from DEFLEC99 derived deflections. EY2188 EY2188.The geoid height was determined by GEOID03. EY2188 EY2188; North East Units Scale Factor Converg. EY2188;SPC NC - 198,444.921 788,831.363 MT 0.99988374 +1 08 26.5 EY2188;SPC NC - 651,064.71 2,588,024.23 sFT 0.99988374 +1 08 26.5 EY2188;UTM 18 - 3,932,908.354 316,508.886 MT 1.00001492 -1 10 34.0 EY2188 EY2188! - Elev Factor x Scale Factor = Combined Factor EY2188!SPC NC - 1.00000581 x 0.99988374 = 0.99988955 EY2188!UTM 18 - 1.00000581 x 1.00001492 = 1.00002073 EY2188 EY2188: Primary Azimuth Mark Grid Az EY2188:SPC NC - CYPRESS 2 224 18 56.6 EY2188:UTM 18 - CYPRESS 2 226 37 57.1 EY2188 EY2188|---------------------------------------------------------------------| EY2188| PID Reference Object Distance Geod. Az | EY2188| dddmmss.s | EY2188| EY4390 AUSTIN POINT 2 RM 37.420 METERS 05010 | EY2188| EY2108 CYPRESS 2 APPROX. 1.1 KM 2252723.1 | EY2188| EY2136 MC WILLIAMS PT SHOAL LT OLD APPROX. 1.0 KM 2620606.9 | EY2188| EY2191 RODMAN POINT SHOAL LIGHT NEW APPROX. 1.3 KM 2792238.7 | EY2188| EY2152 RODMAN POINT SHOAL LIGHT OLD APPROX. 1.5 KM 2854656.1 | EY2188| EY2143 PAMLICO CHEMICAL CO STACK APPROX. 0.6 KM 3201222.9 | EY2188|---------------------------------------------------------------------| EY2188 EY2188 SUPERSEDED SURVEY CONTROL EY2188 EY2188 NAD 27 - 35 31 21.59400(N) 077 01 26.29000(W) AD( ) 3 EY2188 EY2188.Superseded values are not recommended for survey control. EY2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2188.See file dsdata.txt to determine how the superseded data were derived. EY2188 EY2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1650932908(NAD 83) EY2188_MARKER: DD = SURVEY DISK EY2188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2188_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2188 EY2188 HISTORY - Date Condition Report By EY2188 HISTORY - 1914 MONUMENTED USE EY2188 HISTORY - 1933 SEE DESCRIPTION CGS EY2188 HISTORY - 1948 SEE DESCRIPTION CGS EY2188 EY2188 STATION DESCRIPTION EY2188 EY2188'DESCRIBED BY US ENGINEERS 1914 (PCW) EY2188'STATION IS ON THE N SIDE OF PAMLICO RIVER, ON AUSTINS POINT, EY2188'BACK OF WHICH ARE TALL PINES, ON SANDY GROUND SPARSELY COVERED EY2188'WITH GRASS, 15 YARDS FROM SHORE IN LINE WITH THE PAMLICO EY2188'CHEMICAL COMPANY DOCK. EY2188' EY2188'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2188'CONCRETE, IN THE TOPS OF TILES. EY2188' EY2188'THE REFERENCE MARK IS 37.42 METERS (122.8 FEET) FROM THE EY2188'STATION N 50 DEG 10 MIN E. EY2188 EY2188 STATION RECOVERY (1933) EY2188 EY2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2188'THE OLD STATION AND REFERENCE MARKS WERE BOTH FOUND, THE EY2188'LATTER IN GOOD CONDITION, AND THE FORMER CLOSE TO THE WATERS EY2188'EDGE. THE DISK HAS BEEN TAKEN OUT OF THE STATION. EY2188' EY2188'A NEW STATION STIN, WAS ESTABLISHED. THE RECOVERED REFERENCE EY2188'MARK IS USED AGAIN, AND IS TIED TO THE NEW STATION. A TIE WAS EY2188'ALSO MADE FROM STIN TO OLD STATION AUSTIN POINT 2. EY2188 EY2188 STATION RECOVERY (1948) EY2188 EY2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2188'STATION DESTROYED. SEE DESCRIPTION OF STIN 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2096 *********************************************************************** EY2096 DESIGNATION - AXON EY2096 PID - EY2096 EY2096 STATE/COUNTY- NC/BEAUFORT EY2096 USGS QUAD - WASHINGTON (1983) EY2096 EY2096 *CURRENT SURVEY CONTROL EY2096 ___________________________________________________________________ EY2096* NAD 83(1986)- 35 30 29.28400(N) 077 03 16.48791(W) ADJUSTED EY2096* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2096 ___________________________________________________________________ EY2096 LAPLACE CORR- -1.91 (seconds) DEFLEC99 EY2096 GEOID HEIGHT- -36.68 (meters) GEOID03 EY2096 EY2096 HORZ ORDER - THIRD EY2096 EY2096.The North Carolina HARNS have been completed but, EY2096.due to contractual restrictions, coordinates for these stations EY2096.will NOT be published in the near future. In the interim, the EY2096.published coordinates in North Carolina will not be EY2096.consistent with the Continuously Operating Reference Stations EY2096.(CORS). The HARN coordinates for these stations are available EY2096.upon request. Contact Gary Thompson(919-733-3836). EY2096. EY2096.In addition, the published North Carolina positions EY2096.(NAD 83 (1986)) are NOT consistent with those determined in EY2096.adjacent state readjustments. The discontinuity between stations EY2096.located in North Carolina and those in adjacent states EY2096.which have been adjusted to the HARN may be as much as 5 EY2096.decimeters. This will result in a significant loss of accuracy EY2096.over lines crossing such state borders. EY2096 EY2096 EY2096.The horizontal coordinates were established by classical geodetic methods EY2096.and adjusted by the National Geodetic Survey in July 1986. EY2096 EY2096.The orthometric height was scaled from a topographic map. EY2096 EY2096.The Laplace correction was computed from DEFLEC99 derived deflections. EY2096 EY2096.The geoid height was determined by GEOID03. EY2096 EY2096; North East Units Scale Factor Converg. EY2096;SPC NC - 196,759.823 786,058.177 MT 0.99988257 +1 07 22.2 EY2096;SPC NC - 645,536.19 2,578,925.87 sFT 0.99988257 +1 07 22.2 EY2096;UTM 18 - 3,931,336.515 313,669.458 MT 1.00002787 -1 11 37.3 EY2096 EY2096! - Elev Factor x Scale Factor = Combined Factor EY2096!SPC NC - 1.00000565 x 0.99988257 = 0.99988822 EY2096!UTM 18 - 1.00000565 x 1.00002787 = 1.00003352 EY2096 EY2096 SUPERSEDED SURVEY CONTROL EY2096 EY2096 NAD 27 - 35 30 28.70100(N) 077 03 17.65900(W) AD( ) 3 EY2096 EY2096.Superseded values are not recommended for survey control. EY2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2096.See file dsdata.txt to determine how the superseded data were derived. EY2096 EY2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1366931337(NAD 83) EY2096_MARKER: DS = TRIANGULATION STATION DISK EY2096_SETTING: 0 = UNSPECIFIED SETTING EY2096_STAMPING: AXON 1935 EY2096_MARK LOGO: CGS EY2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2096 EY2096 HISTORY - Date Condition Report By EY2096 HISTORY - 1935 MONUMENTED CGS EY2096 HISTORY - 1949 GOOD CGS EY2096 EY2096 STATION DESCRIPTION EY2096 EY2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2096'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY ABOUT MIDWAY EY2096'BETWEEN TWO PROMINENT POINTS, 150 YARDS S OF THE CHOCOWINITY CREEK EY2096'ON A MARSH POINT THAT HAS A FRINGE OF CYPRESS AND PINE TREES ALONG EY2096'ITS NE SHORE. STATION IS 5.9 METERS 18 DEG MAGNETIC, FROM SHORE EY2096'ON RANGE WITH STATION RAIN. 7.0 METERS, 129 DEG MAGNETIC, FROM EY2096'SHORE ON RANGE WITH STATION SILAS. 6.7 METERS, 73 DEG 30 MIN EY2096'MAGNETIC, FROM BLAZE (3 NAILS) ON 14-INCH CYPRESS, MOST EY2096'NORTHERLY LARGE LIVE TREE ON POINT. EY2096' EY2096'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2096'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2096'POST DRIVEN INTO THE MARSH, MARK PROJECTING 11 INCHES. EY2096' EY2096'REFERENCE MARK NO.1 IS STANDARD REFERENCE DISK SET IN 8- BY EY2096'30-INCH TILE PROJECTING 9 INCHES. EY2096 EY2096 STATION RECOVERY (1949) EY2096 EY2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2096'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE EY2096'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE EY2096'AND FOUND TO BE CORRECT. THE DIRECTION OF THE REFERENCE MARK FROM EY2096'RAIN WAS CHECKED AND FOUND TO BE 224 DEG 18 MIN 33 SEC, INSTEAD EY2096'OF 312 DEG 54 MIN 24 SEC, AS GIVEN IN THE PUBLISHED EY2096'DESCRIPTION. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY2096'DESCRIPTION FOLLOWS-- EY2096' EY2096'STATION IS ON THE S SIDE OF CHOCOWINITY BAY, ABOUT MIDWAY EY2096'BETWEEN 2 PROMINENT POINTS, ON A MARSH POINT WHICH HAS A FRINGE EY2096'OF CYPRESS AND PINE ALONG THE NE EDGE. IT IS ABOUT 450 FEET EY2096'SE OF CHOCOWINITY CREEK, 10.4 FEET S OF THE MEAN HIGH-WATER LINE, EY2096'50.0 FEET NE OF AN 18-INCH CYPRESS (THE LAST LIVE TREE ON THE EY2096'POINT), 36.0 FEET E OF A SMALL FORKED CYPRESS, AND 22.9 FEET SE EY2096'OF A GNARLED CYPRESS ON THE END OF THE POINT. EY2096' EY2096'STATION MARK IS A BRONZE STATION DISK, STAMPED AXON 1935 AND SET EY2096'IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 8 INCHES EY2096'ABOVE THE GROUND. EY2096' EY2096'REFERENCE MARK IS SW OF THE STATION, 34.0 FEET S OF A SMALL EY2096'FORKED CYPRESS, AND 53.0 FEET SE OF THE SHORELINE AT THE MOUTH EY2096'OF A SMALL STREAM. IT IS A BRONZE REFERENCE DISK, STAMPED AXON EY2096'NO 1 1935, AND SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE, EY2096'PROJECTING 4 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3475 *********************************************************************** EY3475 DESIGNATION - B EY3475 PID - EY3475 EY3475 STATE/COUNTY- NC/BEAUFORT EY3475 USGS QUAD - LOWLAND (1993) EY3475 EY3475 *CURRENT SURVEY CONTROL EY3475 ___________________________________________________________________ EY3475* NAD 83(1986)- 35 18 55.50905(N) 076 37 17.20037(W) ADJUSTED EY3475* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3475 ___________________________________________________________________ EY3475 LAPLACE CORR- -0.82 (seconds) DEFLEC99 EY3475 GEOID HEIGHT- -37.31 (meters) GEOID03 EY3475 EY3475 HORZ ORDER - THIRD EY3475 EY3475.The North Carolina HARNS have been completed but, EY3475.due to contractual restrictions, coordinates for these stations EY3475.will NOT be published in the near future. In the interim, the EY3475.published coordinates in North Carolina will not be EY3475.consistent with the Continuously Operating Reference Stations EY3475.(CORS). The HARN coordinates for these stations are available EY3475.upon request. Contact Gary Thompson(919-733-3836). EY3475. EY3475.In addition, the published North Carolina positions EY3475.(NAD 83 (1986)) are NOT consistent with those determined in EY3475.adjacent state readjustments. The discontinuity between stations EY3475.located in North Carolina and those in adjacent states EY3475.which have been adjusted to the HARN may be as much as 5 EY3475.decimeters. This will result in a significant loss of accuracy EY3475.over lines crossing such state borders. EY3475 EY3475 EY3475.The horizontal coordinates were established by classical geodetic methods EY3475.and adjusted by the National Geodetic Survey in July 1986. EY3475 EY3475.The orthometric height was scaled from a topographic map. EY3475 EY3475.The Laplace correction was computed from DEFLEC99 derived deflections. EY3475 EY3475.The geoid height was determined by GEOID03. EY3475 EY3475; North East Units Scale Factor Converg. EY3475;SPC NC - 176,242.804 825,850.561 MT 0.99987321 +1 22 22.2 EY3475;SPC NC - 578,223.27 2,709,478.05 sFT 0.99987321 +1 22 22.2 EY3475;UTM 18 - 3,909,228.603 352,603.938 MT 0.99986774 -0 56 15.0 EY3475 EY3475! - Elev Factor x Scale Factor = Combined Factor EY3475!SPC NC - 1.00000575 x 0.99987321 = 0.99987896 EY3475!UTM 18 - 1.00000575 x 0.99986774 = 0.99987349 EY3475 EY3475: Primary Azimuth Mark Grid Az EY3475:SPC NC - CLARK 354 34 22.5 EY3475:UTM 18 - CLARK 356 52 59.7 EY3475 EY3475|---------------------------------------------------------------------| EY3475| PID Reference Object Distance Geod. Az | EY3475| dddmmss.s | EY3475| EY4741 B RM 2 28.660 METERS 21516 | EY3475| EY4740 B RM 1 17.411 METERS 21519 | EY3475| EY3485 CLARK APPROX. 1.0 KM 3555644.7 | EY3475|---------------------------------------------------------------------| EY3475 EY3475 SUPERSEDED SURVEY CONTROL EY3475 EY3475 NAD 27 - 35 18 54.90000(N) 076 37 18.45700(W) AD( ) 3 EY3475 EY3475.Superseded values are not recommended for survey control. EY3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3475.See file dsdata.txt to determine how the superseded data were derived. EY3475 EY3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5260409229(NAD 83) EY3475_MARKER: DD = SURVEY DISK EY3475_SETTING: 0 = UNSPECIFIED SETTING EY3475 EY3475 HISTORY - Date Condition Report By EY3475 HISTORY - 1935 MONUMENTED USE EY3475 HISTORY - 1948 GOOD CGS EY3475 EY3475 STATION DESCRIPTION EY3475 EY3475'DESCRIBED BY US ENGINEERS 1935 (JAB) EY3475'A U.S. ENGINEERS TRIANGULATION STATION ON THE WESTERN SHORE OF EY3475'GOOSE CREEK ON THE FIRST DISTINCT POINT S (1/2 MILE) OF TYNDALL EY3475'POINT, OPPOSITE DIXON CREEK, IN MARSH COVERED WITH SHOULDER EY3475'HIGH GRASS. STATION IS 8 YARDS W OF HIGH-WATER LINE, 12 YARDS EY3475'N OF HIGH-WATER LINE. EY3475' EY3475'STATION MARK IS A STANDARD U.S.E. DISK SET IN CONCRETE AT THE EY3475'CENTER OF THE TOP OF A TILE. EY3475' EY3475'TWO NEW REFERENCE MARKS WERE ESTABLISHED. THEY ARE STANDARD EY3475'BRONZE DISKS SET IN CONCRETE, IN THE TOPS OF TILES. EY3475 EY3475 STATION RECOVERY (1948) EY3475 EY3475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3475'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3475'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL EY3475'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3475'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3475' EY3475'STATION IS ON THE W SHORE OF GOOSE CREEK ON TYNDALL POINT, 1/2 EY3475'MILE S OF CLARK POINT (WHICH IS THE S SIDE OF THE ENTRANCE TO EY3475'LOWER SPRING CREEK) AND OPPOSITE DIXON CREEK. STATION IS IN A EY3475'MARSH COVERED WITH SHOULDER HIGH GRASS AND IS 4.0 METERS W OF EY3475'APP. SHORELINE. A LARGE WHITE CABLE CROSSING SIGN IS 90 FEET S EY3475'OF THE STATION. EY3475' EY3475'STATION MARK IS A U.S. ENGINEERS STANDARD TRIANGULATION DISK EY3475'SET IN CONCRETE AT THE TOP OF A 10-INCH TILE. THE MARK IS EY3475'COVERED BY 0.2 FOOT OF SAND AND IS NOT STAMPED. EY3475' EY3475'REFERENCE MARK 1 IS S OF THE STATION, IN BRUSH. IT IS 22.3 EY3475'FEET N OF LAST POLE BEHIND CABLE CROSSING SIGN. IT IS A BRONZE EY3475'REFERENCE DISK, STAMPED U S E B, AND SET IN THE TOP OF AN EY3475'8-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND. IT EY3475'IS NOT STAMPED NO 1. EY3475' EY3475'REFERENCE MARK 2 IS S OF THE STATION, IN BRUSHY WOODS. IT IS EY3475'14.6 FEET S OF THE LAST POLE BEHIND CABLE CROSSING SIGN. IT IS EY3475'A BRONZE REFERENCE DISK, STAMPED U S E B, AND SET IN THE TOP OF EY3475'AN 8-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE THE EY3475'GROUND. THE DISK IS NOT STAMPED NO 2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0424 *********************************************************************** EY0424 DESIGNATION - B 164 EY0424 PID - EY0424 EY0424 STATE/COUNTY- NC/BEAUFORT EY0424 USGS QUAD - BUNYAN (1974) EY0424 EY0424 *CURRENT SURVEY CONTROL EY0424 ___________________________________________________________________ EY0424* NAD 83(1986)- 35 31 34.35064(N) 076 56 34.21339(W) ADJUSTED EY0424* NAVD 88 - 8.735 (meters) 28.66 (feet) ADJUSTED EY0424 ___________________________________________________________________ EY0424 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EY0424 GEOID HEIGHT- -36.79 (meters) GEOID03 EY0424 DYNAMIC HT - 8.727 (meters) 28.63 (feet) COMP EY0424 MODELED GRAV- 979,761.8 (mgal) NAVD 88 EY0424 EY0424 HORZ ORDER - SECOND EY0424 VERT ORDER - SECOND CLASS 0 EY0424 EY0424.The North Carolina HARNS have been completed but, EY0424.due to contractual restrictions, coordinates for these stations EY0424.will NOT be published in the near future. In the interim, the EY0424.published coordinates in North Carolina will not be EY0424.consistent with the Continuously Operating Reference Stations EY0424.(CORS). The HARN coordinates for these stations are available EY0424.upon request. Contact Gary Thompson(919-733-3836). EY0424. EY0424.In addition, the published North Carolina positions EY0424.(NAD 83 (1986)) are NOT consistent with those determined in EY0424.adjacent state readjustments. The discontinuity between stations EY0424.located in North Carolina and those in adjacent states EY0424.which have been adjusted to the HARN may be as much as 5 EY0424.decimeters. This will result in a significant loss of accuracy EY0424.over lines crossing such state borders. EY0424 EY0424 EY0424.The horizontal coordinates were established by classical geodetic methods EY0424.and adjusted by the National Geodetic Survey in July 1998. EY0424 EY0424.The orthometric height was determined by differential leveling EY0424.and adjusted by the National Geodetic Survey in June 1991. EY0424 EY0424.The Laplace correction was computed from DEFLEC99 derived deflections. EY0424 EY0424.The geoid height was determined by GEOID03. EY0424 EY0424.The dynamic height is computed by dividing the NAVD 88 EY0424.geopotential number by the normal gravity value computed on the EY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0424.degrees latitude (g = 980.6199 gals.). EY0424 EY0424.The modeled gravity was interpolated from observed gravity values. EY0424 EY0424; North East Units Scale Factor Converg. EY0424;SPC NC - 198,968.810 796,150.724 MT 0.99988402 +1 11 14.4 EY0424;SPC NC - 652,783.50 2,612,037.83 sFT 0.99988402 +1 11 14.4 EY0424;UTM 18 - 3,933,135.971 323,844.282 MT 0.99998241 -1 07 45.2 EY0424 EY0424! - Elev Factor x Scale Factor = Combined Factor EY0424!SPC NC - 1.00000440 x 0.99988402 = 0.99988842 EY0424!UTM 18 - 1.00000440 x 0.99998241 = 0.99998681 EY0424 EY0424 SUPERSEDED SURVEY CONTROL EY0424 EY0424 NAVD 88 (07/14/98) 8.74 (m) 28.7 (f) LEVELING 3 EY0424 NGVD 29 (??/??/92) 9.066 (m) 29.74 (f) ADJ UNCH 2 0 EY0424 EY0424.Superseded values are not recommended for survey control. EY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0424.See file dsdata.txt to determine how the superseded data were derived. EY0424 EY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2384433136(NAD 83) EY0424_MARKER: DB = BENCH MARK DISK EY0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0424_SP_SET: CONCRETE POST EY0424_STAMPING: B 164 1963 EY0424_MARK LOGO: CGS EY0424_MAGNETIC: N = NO MAGNETIC MATERIAL EY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0424+STABILITY: SURFACE MOTION EY0424 EY0424 HISTORY - Date Condition Report By EY0424 HISTORY - 1963 MONUMENTED CGS EY0424 HISTORY - 1982 GOOD NCGS EY0424 HISTORY - 19820101 GOOD NCGS EY0424 HISTORY - 19870829 GOOD USPSQD EY0424 HISTORY - 1989 GOOD USPSQD EY0424 EY0424 STATION DESCRIPTION EY0424 EY0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0424'6.2 MI E FROM WASHINGTON. EY0424'ABOUT 4.15 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY EY0424'FROM THE STATION AT WASHINGTON, THENCE 2.05 MILES SOUTHEAST ALONG EY0424'U.S. HIGHWAY 264, 0.45 MILE SOUTHEAST OF THE JUNCTION OF STATE EY0424'HIGHWAY 32 LEADING NORTHEAST, NEAR THE JUNCTION OF COUNTY ROAD EY0424'NO. 1329 LEADING SOUTH, 51 FEET NORTHEAST OF THE CENTER LINE OF EY0424'THE HIGHWAY, 56 FEET NORTH OF THE CENTER OF THE JUNCTION, 22 EY0424'FEET NORTHEAST OF THE NORTHWEST END OF A 12-INCH PIPE CULVERT EY0424'UNDER A PRIVATE DRIVEWAY, 2 FEET NORTHWEST OF TELEPHONE POLE EY0424'NO. 94, 42 FEET WEST OF THE WEST CORNER OF A TIN BUILDING, 81.8 EY0424'FEET SOUTH OF THE SOUTH CORNER OF A TWO-STORY FRAME HOUSE, ABOUT EY0424'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST EY0424'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. EY0424 EY0424 STATION RECOVERY (1982) EY0424 EY0424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0424'RECOVERED IN GOOD CONDITION. EY0424 EY0424 STATION RECOVERY (1982) EY0424 EY0424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0424'RECOVERED AS DESCRIBED. MARK IS LOCATED 1.0 FT (0.3 M) NORTHWEST OF EY0424'TELEPHONE POLE NO 294. EY0424 EY0424 STATION RECOVERY (1987) EY0424 EY0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY0424'RECOVERED IN GOOD CONDITION. EY0424 EY0424 STATION RECOVERY (1989) EY0424 EY0424'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ) EY0424'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3757 *********************************************************************** EY3757 DESIGNATION - BACK EY3757 PID - EY3757 EY3757 STATE/COUNTY- NC/BEAUFORT EY3757 USGS QUAD - BATH (1993) EY3757 EY3757 *CURRENT SURVEY CONTROL EY3757 ___________________________________________________________________ EY3757* NAD 83(1986)- 35 28 30.01494(N) 076 47 12.29283(W) ADJUSTED EY3757* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3757 ___________________________________________________________________ EY3757 LAPLACE CORR- -1.56 (seconds) DEFLEC99 EY3757 GEOID HEIGHT- -37.07 (meters) GEOID03 EY3757 EY3757 HORZ ORDER - SECOND EY3757 EY3757.The North Carolina HARNS have been completed but, EY3757.due to contractual restrictions, coordinates for these stations EY3757.will NOT be published in the near future. In the interim, the EY3757.published coordinates in North Carolina will not be EY3757.consistent with the Continuously Operating Reference Stations EY3757.(CORS). The HARN coordinates for these stations are available EY3757.upon request. Contact Gary Thompson(919-733-3836). EY3757. EY3757.In addition, the published North Carolina positions EY3757.(NAD 83 (1986)) are NOT consistent with those determined in EY3757.adjacent state readjustments. The discontinuity between stations EY3757.located in North Carolina and those in adjacent states EY3757.which have been adjusted to the HARN may be as much as 5 EY3757.decimeters. This will result in a significant loss of accuracy EY3757.over lines crossing such state borders. EY3757 EY3757 EY3757.The horizontal coordinates were established by classical geodetic methods EY3757.and adjusted by the National Geodetic Survey in July 1986. EY3757 EY3757.The orthometric height was scaled from a topographic map. EY3757 EY3757.The Laplace correction was computed from DEFLEC99 derived deflections. EY3757 EY3757.The geoid height was determined by GEOID03. EY3757 EY3757; North East Units Scale Factor Converg. EY3757;SPC NC - 193,594.230 810,429.705 MT 0.99988015 +1 16 38.7 EY3757;SPC NC - 635,150.40 2,658,884.79 sFT 0.99988015 +1 16 38.7 EY3757;UTM 18 - 3,927,188.446 337,895.448 MT 0.99992384 -1 02 13.8 EY3757 EY3757! - Elev Factor x Scale Factor = Combined Factor EY3757!SPC NC - 1.00000571 x 0.99988015 = 0.99988586 EY3757!UTM 18 - 1.00000571 x 0.99992384 = 0.99992955 EY3757 EY3757: Primary Azimuth Mark Grid Az EY3757:SPC NC - BATH TANK 274 50 31.5 EY3757:UTM 18 - BATH TANK 277 09 24.0 EY3757 EY3757|---------------------------------------------------------------------| EY3757| PID Reference Object Distance Geod. Az | EY3757| dddmmss.s | EY3757| EY3758 BATH TANK APPROX. 2.5 KM 2760710.2 | EY3757|---------------------------------------------------------------------| EY3757 EY3757 SUPERSEDED SURVEY CONTROL EY3757 EY3757 NAD 27 - 35 28 29.42300(N) 076 47 13.52100(W) AD( ) 2 EY3757 EY3757.Superseded values are not recommended for survey control. EY3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3757.See file dsdata.txt to determine how the superseded data were derived. EY3757 EY3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3789527188(NAD 83) EY3757_MARKER: DS = TRIANGULATION STATION DISK EY3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3757_STAMPING: BACK 1935 EY3757_MARK LOGO: CGS EY3757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3757+STABILITY: SURFACE MOTION EY3757 EY3757 HISTORY - Date Condition Report By EY3757 HISTORY - 1935 MONUMENTED CGS EY3757 HISTORY - 1949 GOOD CGS EY3757 HISTORY - 1967 GOOD USE EY3757 EY3757 STATION DESCRIPTION EY3757 EY3757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3757'ON THE NORTH SIDE OF BACK CREEK, ABOUT 2 MILES FROM ITS MOUTH, ON A EY3757'POINT OF FIRM GROUND LYING BETWEEN THE MAIN CHANNEL AND A SMALL EY3757'MARSH CREEK WHICH LEADS OFF TO THE NORTHEAST FROM THE MAIN CHANNEL, EY3757'ON LAND OWNED BY T.A. BROOKS (M.F. FOSTER TEANANT). TO REACH FROM EY3757'THE BATTERED BRICK SCHOOLHOUSE TAKE DIRT ROAD NORTH FOR 1/2 EY3757'MILE AND TURN RIGHT A T JUNCTION. FOLLOW 1.6 MILES AND TURN RIGHT EY3757'AT BARN ON DIM ROAD THUR CULTIVATED FIELD OPPOSITE FOSTERS 2 STORY EY3757'WHITE HOUSE. FOLLOW 0.2 MILE AND TURN RIGHT AT A LONE TREE EY3757'BETWEEN CULTIVATED FIELDS. CONTINUE TO NORTH SIDE OF FIELD AND EY3757'TURN LEFT FOLLOWING ALONG EDGE OF FIELD TO A TRIANGULAR BLAZED PINE EY3757'AT THE NORTHWEST CORNER OF THE FIELD. THE STATION IS ABOUT 100 EY3757'YARDS NORTHWEST THRU TREES FROM THIS PINE. EY3757' EY3757'THE STATION MARK, PROJECTING ABOUT 6 INCHES, IS ABOUT 50 YARDS EY3757'SOUTHEAST OF THE TIP OF THE POINT. 8.5 METERS NORTHEAST OF A EY3757'TRIANGULAR BLAZED 8 INCH OAK. 8.8 METERS SOUTH SOUTHWEST OF A EY3757'TRIANGULAR BLAZED 16 INCH OAK. 11 METERS SOUTH OF A SKIFF LANDING EY3757'AT POINT WHERE A BEND IN THE SMALL CREEK TOUCHES THE FIRM GROUND. EY3757' EY3757'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION. EY3757 EY3757 STATION RECOVERY (1949) EY3757 EY3757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3757'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS EY3757'INADEQUATE. A NEW DESCRIPTION FOLLOWS. EY3757' EY3757'STATION IS LOCATED ON THE NE SHORE OF BACK CREEK, APPROXIMATELY 1.8 EY3757'MILES E OF THE MOUTH OF THE CREEK AT A POINT WHERE THE MAIN CHANNEL EY3757'MAKES A RIGHT ANGLE TURN TO THE S AND A SMALL CREEK LEADS OFF TO EY3757'THE NE, IN A SMALL GROVE OF OAK TREES ON GROUND APPROXIMATELY 4 EY3757'FEET HIGHER THAN THE SURROUNDING LAND AND APPROXIMATELY 300 EY3757'FEET SW OF THE SW CORNER OF A CULTIVATED FIELD. STATION IS 110.1 EY3757'FEET NE OF THE SHORE, 84.2 FEET NE OF A TRIANGULAR BLAZED PINE EY3757'NEAR THE SHORE, 28.5 FEET S AND 27.6 FEET SSW OF TRIANGULAR BLAZED EY3757'OAK TREES, AND 34.2 FEET SE OF THE SE END OF A SMALL PIER. EY3757' EY3757'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND IS STAMPED EY3757'BACK 1935. IT PROJECTS 3 INCHES ABOVE THE GROUND. UNDERGROUND EY3757'MARK IS A BRONZE STATION DISK SET IN CONCRETE. EY3757' EY3757'TO REACH FROM BATH HIGH SCHOOL, TRAVEL N ON DIRT ROAD 0.5 MILE TO A T EY3757'ROAD LEADING E. TURN RIGHT (E) 1.9 MILES TO HOUSE ON LEFT AND FIELD EY3757'ROAD ON RIGHT LEADING S. TURN RIGHT (S) TO SW CORNER OF FIELD AND EY3757'PROCEED SW THROUGH TREES TO STATION. EY3757 EY3757 STATION RECOVERY (1967) EY3757 EY3757'RECOVERY NOTE BY US ENGINEERS 1967 EY3757'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY3757'BACK 1935 SET IN CONCRETE MONUMENT PROJECTING 3 IN ABOVE GROUND. EY3757' EY3757'STATION IS LOCATED ON THE NE SHORE OF BACK CREEK, APPROXIMATELY 1.8 EY3757'MILE E OF THE MOUTH OF THE CREEK AT A POINT WHERE THE MAIN CHANNEL EY3757'MAKES A RIGHT ANGLE TURN TO THE S AND A SMALL CREEK LEADS OFF TO EY3757'THE NE, IN A SMALL GROVE OF OAK TREE ON GROUND APPROXIMATELY 4 FT EY3757'HIGHER THAN THE SURROUNDING LAND, AND APPROXIMATELY 10 FT SW OF THE EY3757'SW OF THE CORNER OF A CULTIVATED FIELD. STATION IS 110 FT N OF THE EY3757'SHORE, AND 34 FT E OF A CANAL RUNNING IN A NORTHERLY DIRECTION. EY3757' EY3757'TO REACH FROM BATH HIGH SCHOOL PROCEED N ON DIRT ROAD 0.5 MILE TO A T EY3757'ROAD LEADING E. TURN RIGHT (E) 1.9 MILE TO HOUSE ON LEFT AND FIELD EY3757'ROAD ON RIGHT LEADING S. TURN RIGHT (S) TO SW CORNER OF FIELD, AND EY3757'PROCEED SW THROUGH TREES TO STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2097 *********************************************************************** EY2097 DESIGNATION - BAIRD EY2097 PID - EY2097 EY2097 STATE/COUNTY- NC/BEAUFORT EY2097 USGS QUAD - WASHINGTON (1983) EY2097 EY2097 *CURRENT SURVEY CONTROL EY2097 ___________________________________________________________________ EY2097* NAD 83(1986)- 35 33 45.80982(N) 077 03 42.38039(W) ADJUSTED EY2097* NAVD 88 - 2.6 (meters) 9. (feet) VERTCON EY2097 ___________________________________________________________________ EY2097 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EY2097 GEOID HEIGHT- -36.58 (meters) GEOID03 EY2097 EY2097 HORZ ORDER - SECOND EY2097 EY2097.The North Carolina HARNS have been completed but, EY2097.due to contractual restrictions, coordinates for these stations EY2097.will NOT be published in the near future. In the interim, the EY2097.published coordinates in North Carolina will not be EY2097.consistent with the Continuously Operating Reference Stations EY2097.(CORS). The HARN coordinates for these stations are available EY2097.upon request. Contact Gary Thompson(919-733-3836). EY2097. EY2097.In addition, the published North Carolina positions EY2097.(NAD 83 (1986)) are NOT consistent with those determined in EY2097.adjacent state readjustments. The discontinuity between stations EY2097.located in North Carolina and those in adjacent states EY2097.which have been adjusted to the HARN may be as much as 5 EY2097.decimeters. This will result in a significant loss of accuracy EY2097.over lines crossing such state borders. EY2097 EY2097 EY2097.The horizontal coordinates were established by classical geodetic methods EY2097.and adjusted by the National Geodetic Survey in July 1986. EY2097 EY2097.The NAVD 88 height was computed by applying the VERTCON shift value to EY2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2097 EY2097.The Laplace correction was computed from DEFLEC99 derived deflections. EY2097 EY2097.The geoid height was determined by GEOID03. EY2097 EY2097; North East Units Scale Factor Converg. EY2097;SPC NC - 202,802.050 785,287.649 MT 0.99988727 +1 07 07.3 EY2097;SPC NC - 665,359.73 2,576,397.90 sFT 0.99988727 +1 07 07.3 EY2097;UTM 18 - 3,937,405.831 313,143.797 MT 1.00003028 -1 11 58.1 EY2097 EY2097! - Elev Factor x Scale Factor = Combined Factor EY2097!SPC NC - 1.00000534 x 0.99988727 = 0.99989261 EY2097!UTM 18 - 1.00000534 x 1.00003028 = 1.00003562 EY2097 EY2097: Primary Azimuth Mark Grid Az EY2097:SPC NC - TRAVE 162 10 07.9 EY2097:UTM 18 - TRAVE 164 29 13.3 EY2097 EY2097|---------------------------------------------------------------------| EY2097| PID Reference Object Distance Geod. Az | EY2097| dddmmss.s | EY2097| EY2164 TRAVE APPROX. 0.7 KM 1631715.2 | EY2097|---------------------------------------------------------------------| EY2097 EY2097 SUPERSEDED SURVEY CONTROL EY2097 EY2097 NAD 27 - 35 33 45.22280(N) 077 03 43.55108(W) AD( ) 2 EY2097 NGVD 29 (07/19/86) 2.9 (m) 10. (f) VERT ANG EY2097 EY2097.Superseded values are not recommended for survey control. EY2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2097.See file dsdata.txt to determine how the superseded data were derived. EY2097 EY2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1314437406(NAD 83) EY2097_MARKER: DE = TRAVERSE STATION DISK EY2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2097_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2097 EY2097 HISTORY - Date Condition Report By EY2097 HISTORY - 1965 MONUMENTED NCGS EY2097 HISTORY - 19830101 SEE DESCRIPTION NCGS EY2097 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2097 EY2097 STATION DESCRIPTION EY2097 EY2097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2097'BAIRD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2097'THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2097' EY2097'BAIRD IS 1.2 MILES N OF WASHINGTON. LOCATED 1.4 MILES N ALONG EY2097'U.S. 17 FROM N END OF PAMLICO RIVER BRIDGE. AT NE INTERSECTION EY2097'OF U.S. 17 AND W. FIFTEENTH ST. (SR 1306). 0.6 MILES S OF EY2097'SR 1404 AND E OF U.S. 17 AND N OF W. 15TH ST. EY2097' EY2097'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2097'BAIRD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2097'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2097' EY2097'MARK IS EY2097' EY2097'11.7 FT S OF TP 7 WITH ALUMINUM REF. TAG EY2097' EY2097'91.0 FT W OF PP 14 WITH ALUMINUM REF. TAG EY2097' EY2097'35.4 FT N OF YELLOW ARROW ON W 15TH ST. EY2097' EY2097'40.0 FT E OF YELLOW ARROW ON U.S. 17 EY2097' EY2097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2097 EY2097 STATION RECOVERY (1983) EY2097 EY2097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2097'STATION WAS SEARCHED FOR BUT NOT FOUND. WIDENING OF THE ROAD AND EY2097'CONSTRUCTION OF A NEW MOTEL PROBABLY DESTROYED THE MARK. EY2097 EY2097 STATION RECOVERY (2004) EY2097 EY2097'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2097'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4088 *********************************************************************** EY4088 DESIGNATION - BANK EY4088 PID - EY4088 EY4088 STATE/COUNTY- NC/BEAUFORT EY4088 USGS QUAD - PANTEGO (1974) EY4088 EY4088 *CURRENT SURVEY CONTROL EY4088 ___________________________________________________________________ EY4088* NAD 83(1986)- 35 34 04.90881(N) 076 41 46.80602(W) ADJUSTED EY4088* NAVD 88 - 2.716 (meters) 8.91 (feet) ADJUSTED EY4088 ___________________________________________________________________ EY4088 LAPLACE CORR- -2.23 (seconds) DEFLEC99 EY4088 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4088 DYNAMIC HT - 2.713 (meters) 8.90 (feet) COMP EY4088 MODELED GRAV- 979,773.3 (mgal) NAVD 88 EY4088 EY4088 HORZ ORDER - SECOND EY4088 VERT ORDER - SECOND CLASS II EY4088 EY4088.The North Carolina HARNS have been completed but, EY4088.due to contractual restrictions, coordinates for these stations EY4088.will NOT be published in the near future. In the interim, the EY4088.published coordinates in North Carolina will not be EY4088.consistent with the Continuously Operating Reference Stations EY4088.(CORS). The HARN coordinates for these stations are available EY4088.upon request. Contact Gary Thompson(919-733-3836). EY4088. EY4088.In addition, the published North Carolina positions EY4088.(NAD 83 (1986)) are NOT consistent with those determined in EY4088.adjacent state readjustments. The discontinuity between stations EY4088.located in North Carolina and those in adjacent states EY4088.which have been adjusted to the HARN may be as much as 5 EY4088.decimeters. This will result in a significant loss of accuracy EY4088.over lines crossing such state borders. EY4088 EY4088 EY4088.The horizontal coordinates were established by classical geodetic methods EY4088.and adjusted by the National Geodetic Survey in July 1998. EY4088 EY4088.The orthometric height was determined by differential leveling EY4088.and adjusted by the National Geodetic Survey in June 1991. EY4088 EY4088.The Laplace correction was computed from DEFLEC99 derived deflections. EY4088 EY4088.The geoid height was determined by GEOID03. EY4088 EY4088.The dynamic height is computed by dividing the NAVD 88 EY4088.geopotential number by the normal gravity value computed on the EY4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4088.degrees latitude (g = 980.6199 gals.). EY4088 EY4088.The modeled gravity was interpolated from observed gravity values. EY4088 EY4088; North East Units Scale Factor Converg. EY4088;SPC NC - 204,098.154 818,392.789 MT 0.99988778 +1 19 46.6 EY4088;SPC NC - 669,612.03 2,685,010.34 sFT 0.99988778 +1 19 46.6 EY4088;UTM 18 - 3,937,362.299 346,276.621 MT 0.99989121 -0 59 12.8 EY4088 EY4088! - Elev Factor x Scale Factor = Combined Factor EY4088!SPC NC - 1.00000539 x 0.99988778 = 0.99989317 EY4088!UTM 18 - 1.00000539 x 0.99989121 = 0.99989660 EY4088 EY4088 SUPERSEDED SURVEY CONTROL EY4088 EY4088 NAVD 88 (07/14/98) 2.72 (m) 8.9 (f) LEVELING 3 EY4088 EY4088.Superseded values are not recommended for survey control. EY4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4088.See file dsdata.txt to determine how the superseded data were derived. EY4088 EY4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4627737362(NAD 83) EY4088_MARKER: DE = TRAVERSE STATION DISK EY4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4088_SP_SET: CONCRETE POST EY4088_STAMPING: BANK 1982 EY4088_MARK LOGO: NCGS EY4088_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4088+STABILITY: SURFACE MOTION EY4088 EY4088 HISTORY - Date Condition Report By EY4088 HISTORY - 1982 MONUMENTED NCGS EY4088 HISTORY - 19840601 GOOD NCGS EY4088 EY4088 STATION DESCRIPTION EY4088 EY4088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4088'3.9 KM (2.4 MI) WSW FROM PANTEGO. EY4088'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) WEST-SOUTHWEST OF EY4088'PANTEGO AND 33.5 KM (20.8 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4088'4.3 KM (2.65 MI) WEST FROM THE INTERSECTION WITH NC 99, OR 3.3 KM EY4088'(2.05 MI) EAST OF SR 1714, AND 0.4 KM (0.25 MI) WEST FROM THE BROAD EY4088'CREEK BRIDGE. THE STATION IS A STANDARD NCGS DISK STAMPED---BANK EY4088'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4088'DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED 15.7 METERS (51.5 FT) EY4088'NORTHWEST OF THE CENTERLINE OF US 264, 19.7 METERS (64.7 FT) EY4088'NORTHEAST OF A RIGHT-OF-WAY MARKER--AND 5.3 METERS (17.4 FT) EY4088'NORTHEAST OF AN 8-INCH PINE, 14.2 METERS (46.7 FT) SOUTHEAST OF A EY4088'24-INCH PINE, AND 32.0 METERS (105.0 FT) NORTHWEST OF A 10-INCH EY4088'GUM--ALL THREE WITH REFERENCE TAGS. EY4088 EY4088 STATION RECOVERY (1984) EY4088 EY4088'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4088'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST-SOUTHWEST OF PANTEGO EY4088'AND 33.5 KM (20.80 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.3 KM EY4088'(2.65 MI) WEST FROM NC 99, OR 3.3 KM (2.05 MI) EAST OF SR 1714, AND EY4088'0.4 KM (0.25 MI) WEST FROM THE BROAD CREEK BRIDGE. MARK IS RECESSED 1 EY4088'INCH BELOW GROUND. LOCATED 15.7 M (51.5 FT) NORTHWEST OF THE EY4088'CENTERLINE OF US 264, 19.7 M (64.6 FT) NORTHEAST OF A RIGHT-OF-WAY EY4088'MARKER--AND 5.3 M (17.4 FT) NORTHEAST OF AN 8-INCH PINE, 14.2 M (46.6 EY4088'FT) SOUTHEAST OF A 24-INCH PINE, AND 32.0 M (105.0 FT) NORTHWEST OF A EY4088'10-INCH GUM--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3795 *********************************************************************** EY3795 DESIGNATION - BARREN EY3795 PID - EY3795 EY3795 STATE/COUNTY- NC/BEAUFORT EY3795 USGS QUAD - AURORA (1993) EY3795 EY3795 *CURRENT SURVEY CONTROL EY3795 ___________________________________________________________________ EY3795* NAD 83(1986)- 35 18 39.39237(N) 076 46 55.24884(W) ADJUSTED EY3795* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3795 ___________________________________________________________________ EY3795 LAPLACE CORR- -1.28 (seconds) DEFLEC99 EY3795 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3795 EY3795 HORZ ORDER - THIRD EY3795 EY3795.The North Carolina HARNS have been completed but, EY3795.due to contractual restrictions, coordinates for these stations EY3795.will NOT be published in the near future. In the interim, the EY3795.published coordinates in North Carolina will not be EY3795.consistent with the Continuously Operating Reference Stations EY3795.(CORS). The HARN coordinates for these stations are available EY3795.upon request. Contact Gary Thompson(919-733-3836). EY3795. EY3795.In addition, the published North Carolina positions EY3795.(NAD 83 (1986)) are NOT consistent with those determined in EY3795.adjacent state readjustments. The discontinuity between stations EY3795.located in North Carolina and those in adjacent states EY3795.which have been adjusted to the HARN may be as much as 5 EY3795.decimeters. This will result in a significant loss of accuracy EY3795.over lines crossing such state borders. EY3795 EY3795 EY3795.The horizontal coordinates were established by classical geodetic methods EY3795.and adjusted by the National Geodetic Survey in July 1986. EY3795 EY3795.The orthometric height was scaled from a topographic map. EY3795 EY3795.The Laplace correction was computed from DEFLEC99 derived deflections. EY3795 EY3795.The geoid height was determined by GEOID03. EY3795 EY3795; North East Units Scale Factor Converg. EY3795;SPC NC - 175,408.322 811,265.840 MT 0.99987312 +1 16 48.6 EY3795;SPC NC - 575,485.47 2,661,628.01 sFT 0.99987312 +1 16 48.6 EY3795;UTM 18 - 3,908,982.742 337,997.112 MT 0.99992344 -1 01 48.9 EY3795 EY3795! - Elev Factor x Scale Factor = Combined Factor EY3795!SPC NC - 1.00000590 x 0.99987312 = 0.99987902 EY3795!UTM 18 - 1.00000590 x 0.99992344 = 0.99992934 EY3795 EY3795: Primary Azimuth Mark Grid Az EY3795:SPC NC - MARY 144 58 50.0 EY3795:UTM 18 - MARY 147 17 27.5 EY3795 EY3795|---------------------------------------------------------------------| EY3795| PID Reference Object Distance Geod. Az | EY3795| dddmmss.s | EY3795| EY4749 BARREN RM 20.965 METERS 06502 | EY3795| EY3826 MARY APPROX. 0.6 KM 1461538.6 | EY3795| EY3849 WINDLY 332.861 METERS 24844 | EY3795| EY3802 CRAWFORD 410.456 METERS 3381501.2 | EY3795|---------------------------------------------------------------------| EY3795 EY3795 SUPERSEDED SURVEY CONTROL EY3795 EY3795 NAD 27 - 35 18 38.77200(N) 076 46 56.51800(W) AD( ) 3 EY3795 EY3795.Superseded values are not recommended for survey control. EY3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3795.See file dsdata.txt to determine how the superseded data were derived. EY3795 EY3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3799708983(NAD 83) EY3795_MARKER: DS = TRIANGULATION STATION DISK EY3795_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3795_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3795 EY3795 HISTORY - Date Condition Report By EY3795 HISTORY - 1935 MONUMENTED CGS EY3795 HISTORY - 1948 MARK NOT FOUND CGS EY3795 EY3795 STATION DESCRIPTION EY3795 EY3795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3795'STATION IS ON THE E SIDE OF SOUTH CREEK, APPROXIMATELY 1/2 EY3795'MILE N FROM BRIDGE AT AURORA, NORTH CAROLINA IN VERY MARSHY EY3795'LAND. FROM THE STATION, WESTERLY ACROSS CREEK, IS AN OLD EY3795'PILING 50 METERS FROM SHORE LINE, TREE LINE IS 100 METERS E, EY3795'SHORE LINE IS 20 METERS W AND 25 METERS S. EY3795' EY3795'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3795'8- BY 36-INCH TILE PROJECTING 8 INCHES ABOVE GROUND. EY3795' EY3795'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3795'BY 30-INCH TILE PROJECTING 8 INCHES ABOVE GROUND. EY3795 EY3795 STATION RECOVERY (1948) EY3795 EY3795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3795'STATION HAS NOT BEEN FOUND. A THOROUGH SEARCH WAS MADE BY A EY3795'TWO-MAN PARTY ON THREE SEPARATE OCCASIONS FOR A TOTAL OF FIVE EY3795'MAN HOURS. NO TRACE OF THE STATION WAS FOUND. THE STATION IS EY3795'PROBABLY UNDER AN ACCUMULATION OF JETSAM AND OLD MARSH GRASS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3759 *********************************************************************** EY3759 DESIGNATION - BATH EY3759 PID - EY3759 EY3759 STATE/COUNTY- NC/BEAUFORT EY3759 USGS QUAD - BATH (1993) EY3759 EY3759 *CURRENT SURVEY CONTROL EY3759 ___________________________________________________________________ EY3759* NAD 83(1986)- 35 27 03.39788(N) 076 50 57.71651(W) ADJUSTED EY3759* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3759 ___________________________________________________________________ EY3759 LAPLACE CORR- -2.69 (seconds) DEFLEC99 EY3759 GEOID HEIGHT- -37.02 (meters) GEOID03 EY3759 EY3759 HORZ ORDER - THIRD EY3759 EY3759.The North Carolina HARNS have been completed but, EY3759.due to contractual restrictions, coordinates for these stations EY3759.will NOT be published in the near future. In the interim, the EY3759.published coordinates in North Carolina will not be EY3759.consistent with the Continuously Operating Reference Stations EY3759.(CORS). The HARN coordinates for these stations are available EY3759.upon request. Contact Gary Thompson(919-733-3836). EY3759. EY3759.In addition, the published North Carolina positions EY3759.(NAD 83 (1986)) are NOT consistent with those determined in EY3759.adjacent state readjustments. The discontinuity between stations EY3759.located in North Carolina and those in adjacent states EY3759.which have been adjusted to the HARN may be as much as 5 EY3759.decimeters. This will result in a significant loss of accuracy EY3759.over lines crossing such state borders. EY3759 EY3759 EY3759.The horizontal coordinates were established by classical geodetic methods EY3759.and adjusted by the National Geodetic Survey in July 1986. EY3759 EY3759.The orthometric height was scaled from a topographic map. EY3759 EY3759.The Laplace correction was computed from DEFLEC99 derived deflections. EY3759 EY3759.The geoid height was determined by GEOID03. EY3759 EY3759; North East Units Scale Factor Converg. EY3759;SPC NC - 190,800.824 804,806.555 MT 0.99987861 +1 14 28.6 EY3759;SPC NC - 625,985.70 2,640,436.17 sFT 0.99987861 +1 14 28.6 EY3759;UTM 18 - 3,924,624.252 332,163.759 MT 0.99994714 -1 04 22.4 EY3759 EY3759! - Elev Factor x Scale Factor = Combined Factor EY3759!SPC NC - 1.00000571 x 0.99987861 = 0.99988431 EY3759!UTM 18 - 1.00000571 x 0.99994714 = 0.99995285 EY3759 EY3759: Primary Azimuth Mark Grid Az EY3759:SPC NC - BAYVIEW 106 45 59.7 EY3759:UTM 18 - BAYVIEW 109 04 50.7 EY3759 EY3759|---------------------------------------------------------------------| EY3759| PID Reference Object Distance Geod. Az | EY3759| dddmmss.s | EY3759| EY4754 BATH RM 2 7.565 METERS 02806 | EY3759| EY4753 BATH RM 1 6.570 METERS 09356 | EY3759| EY3761 BAYVIEW APPROX. 5.4 KM 1080028.3 | EY3759|---------------------------------------------------------------------| EY3759 EY3759 SUPERSEDED SURVEY CONTROL EY3759 EY3759 NAD 27 - 35 27 02.80000(N) 076 50 58.93300(W) AD( ) 3 EY3759 EY3759.Superseded values are not recommended for survey control. EY3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3759.See file dsdata.txt to determine how the superseded data were derived. EY3759 EY3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3216424624(NAD 83) EY3759_MARKER: DS = TRIANGULATION STATION DISK EY3759_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3759_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3759 EY3759 HISTORY - Date Condition Report By EY3759 HISTORY - 1933 MONUMENTED CGS EY3759 HISTORY - 1949 GOOD CGS EY3759 EY3759 STATION DESCRIPTION EY3759 EY3759'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3759'STATION IS ON THE N SHORE ON THE PAMLICO RIVER, ON A ROUNDING EY3759'POINT ABOUT 1.5 MILES W OF BATH CREEK, IN A HEAVILY WOODED EY3759'AREA WITH THICK UNDERGROWTH. IT IS THE SAME GENERAL LOCATION EY3759'AS OLD STATION BROWN 2 (1914). IT IS ABOUT 8 METERS FROM THE EY3759'WATER LINE, 2 METERS N OF A ROAD LEADING ALONG THE BEACH. EY3759' EY3759'STATION MARK IS A STANDARD DISK SET IN TOP OF AN 8-INCH EY3759'TERRA-COTTA TILE, WITH A LARGE CEMENT EY3759'COLLAR AROUND THE PROJECTING PART OF THE TILE. EY3759' EY3759'REFERENCE MARK NO.1 IS THE ONE ESTABLISHED IN 1914, WITH THE EY3759'ARROW TURNED TO POINT TO THE NEW STATION, AND STAMPED, NO.1 EY3759'1933. IT IS E OF THE STATION. REFERENCE MARK NO.2 IS A EY3759'STANDARD DISK STAMPED NO.2 1933, IN A 6-INCH TILE, AS DESCRIBED EY3759'IN NOTE 13A, BACK FROM THE STATION AND AGAINST THE THICKLY EY3759'WOODED FRESH WATER BRANCH. EY3759' EY3759'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.8 METERS. EY3759 EY3759 STATION RECOVERY (1949) EY3759 EY3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3759'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, EXCEPT EY3759'REFERENCE MARK 1 WHICH IS LYING ON ITS SIDE AT THE EDGE OF THE EY3759'BANK, DUE TO EROSION OF THE SHORELINE. DISTANCE TO REFERENCE EY3759'MARK 2 WAS MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3759'CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY3759'DESCRIPTION FOLLOWS-- EY3759' EY3759'STATION IS LOCATED ON THE N SIDE OF PAMLICO RIVER, ABOUT 1.5 EY3759'MILES W OF BATH CREEK, NEAR THE SUMMER HOME OF FRANK KUGLER, EY3759'108 METERS W OF THE HOUSE, 25.0 FEET S OF THE CENTER OF THE EY3759'ROAD ALONG THE SHORE, 53.3 FEET SE OF A BRIDGE ACROSS A SMALL EY3759'DRAIN, AND 16.0 FEET N OF MEAN HIGH-WATER LINE. EY3759' EY3759'STATION MARK IS A BRONZE STATION DISK, STAMPED BATH 1933, AND EY3759'SET IN THE TOP OF A CONCRETE-FILLED TILE WITH A CONCRETE COLLAR EY3759'AROUND THE TOP. EY3759' EY3759'REFERENCE MARK 2 IS N OF THE STATION, AT THE EDGE OF THE ROAD, EY3759'53.2 FEET E OF A BRIDGE ACROSS A SMALL DRAIN. IT IS A BRONZE EY3759'REFERENCE DISK, STAMPED NO 2 1933, SET IN THE TOP OF A EY3759'CONCRETE-FILLED TILE WITH A CONCRETE COLLAR AROUND THE TOP, EY3759'AND PROJECTING 2 INCHES ABOVE THE GROUND. EY3759' EY3759'TO REACH FROM BATH, TRAVEL W ON STATE HIGHWAY 92 FOR ABOUT EY3759'2.0 MILES TO THE TOWN OF WHITE POST, TURN LEFT ON DIRT ROAD EY3759'AT BALL PARK, AT 0.5 MILE KEEP RIGHT AT FORK, PROCEED 0.6 EY3759'MILE TO INTERSECTION, THEN LEFT 0.9 MILE TO EY3759'INTERSECTION. CONTINUE LEFT 1.0 MILE TO EDGE OF FIELD AND EY3759'SIGN READING HAWKINS. FOLLOW ROAD LEFT ALONG E EDGE OF FIELD EY3759'PAST SUMMER HOUSES ON SHORE 0.5 MILE TO STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3758 *********************************************************************** EY3758 DESIGNATION - BATH TANK EY3758 PID - EY3758 EY3758 STATE/COUNTY- NC/BEAUFORT EY3758 USGS QUAD - BATH (1993) EY3758 EY3758 *CURRENT SURVEY CONTROL EY3758 ___________________________________________________________________ EY3758* NAD 83(1986)- 35 28 38.78327(N) 076 48 52.40677(W) ADJUSTED EY3758* NAVD 88 - EY3758 ___________________________________________________________________ EY3758 LAPLACE CORR- -2.29 (seconds) DEFLEC99 EY3758 GEOID HEIGHT- -37.04 (meters) GEOID03 EY3758 EY3758 HORZ ORDER - THIRD EY3758 EY3758.The North Carolina HARNS have been completed but, EY3758.due to contractual restrictions, coordinates for these stations EY3758.will NOT be published in the near future. In the interim, the EY3758.published coordinates in North Carolina will not be EY3758.consistent with the Continuously Operating Reference Stations EY3758.(CORS). The HARN coordinates for these stations are available EY3758.upon request. Contact Gary Thompson(919-733-3836). EY3758. EY3758.In addition, the published North Carolina positions EY3758.(NAD 83 (1986)) are NOT consistent with those determined in EY3758.adjacent state readjustments. The discontinuity between stations EY3758.located in North Carolina and those in adjacent states EY3758.which have been adjusted to the HARN may be as much as 5 EY3758.decimeters. This will result in a significant loss of accuracy EY3758.over lines crossing such state borders. EY3758 EY3758 EY3758.The horizontal coordinates were established by classical geodetic methods EY3758.and adjusted by the National Geodetic Survey in July 1986. EY3758 EY3758 EY3758.The Laplace correction was computed from DEFLEC99 derived deflections. EY3758 EY3758.The geoid height was determined by GEOID03. EY3758 EY3758; North East Units Scale Factor Converg. EY3758;SPC NC - 193,808.459 807,900.764 MT 0.99988032 +1 15 40.9 EY3758;SPC NC - 635,853.25 2,650,587.76 sFT 0.99988032 +1 15 40.9 EY3758;UTM 18 - 3,927,504.653 335,377.101 MT 0.99993398 -1 03 12.1 EY3758 EY3758 SUPERSEDED SURVEY CONTROL EY3758 EY3758 NAD 27 - 35 28 38.19300(N) 076 48 53.63000(W) AD( ) 3 EY3758 EY3758.Superseded values are not recommended for survey control. EY3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3758.See file dsdata.txt to determine how the superseded data were derived. EY3758 EY3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3537727505(NAD 83) EY3758_MARKER: 51 = TANK EY3758 EY3758 HISTORY - Date Condition Report By EY3758 HISTORY - 1935 FIRST OBSERVED CGS EY3758 HISTORY - 1949 GOOD CGS EY3758 HISTORY - 20050430 MARK NOT FOUND USPSQD EY3758 EY3758 STATION DESCRIPTION EY3758 EY3758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3758'THE STATION IS THE CENTER OF THE BALL FINIAL OF THE TANK OWNED BY EY3758'T.A. BROOKS AND SITUATED JUST NORTH OF HIS BRICK STORE AND JUST WEST EY3758'OF HIS RESIDENCE IN THE VILLAGE OF BATH. EY3758 EY3758 STATION RECOVERY (1949) EY3758 EY3758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3758'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS EY3758'ADEQUATE EXCEPT ADD THAT THE TANK IS ABOUT 200 YARDS W OF THE BRIDGE EY3758'ACROSS BATH CREEK. IT IS NOT TO BE CONFUSED WITH THE NEW TANK AT EY3758'THE SCHOOL. EY3758 EY3758 STATION RECOVERY (2005) EY3758 EY3758'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD) EY3758'WATER TANK NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3918 *********************************************************************** EY3918 DESIGNATION - BAY EY3918 PID - EY3918 EY3918 STATE/COUNTY- NC/BEAUFORT EY3918 USGS QUAD - BLOUNTS BAY (1993) EY3918 EY3918 *CURRENT SURVEY CONTROL EY3918 ___________________________________________________________________ EY3918* NAD 83(1986)- 35 26 31.08454(N) 076 56 42.38171(W) ADJUSTED EY3918* NAVD 88 - 5. (meters) 16. (feet) SCALED EY3918 ___________________________________________________________________ EY3918 LAPLACE CORR- -2.19 (seconds) DEFLEC99 EY3918 GEOID HEIGHT- -36.88 (meters) GEOID03 EY3918 EY3918 HORZ ORDER - THIRD EY3918 EY3918.The North Carolina HARNS have been completed but, EY3918.due to contractual restrictions, coordinates for these stations EY3918.will NOT be published in the near future. In the interim, the EY3918.published coordinates in North Carolina will not be EY3918.consistent with the Continuously Operating Reference Stations EY3918.(CORS). The HARN coordinates for these stations are available EY3918.upon request. Contact Gary Thompson(919-733-3836). EY3918. EY3918.In addition, the published North Carolina positions EY3918.(NAD 83 (1986)) are NOT consistent with those determined in EY3918.adjacent state readjustments. The discontinuity between stations EY3918.located in North Carolina and those in adjacent states EY3918.which have been adjusted to the HARN may be as much as 5 EY3918.decimeters. This will result in a significant loss of accuracy EY3918.over lines crossing such state borders. EY3918 EY3918 EY3918.The horizontal coordinates were established by classical geodetic methods EY3918.and adjusted by the National Geodetic Survey in July 1986. EY3918 EY3918.The orthometric height was scaled from a topographic map. EY3918 EY3918.The Laplace correction was computed from DEFLEC99 derived deflections. EY3918 EY3918.The geoid height was determined by GEOID03. EY3918 EY3918; North East Units Scale Factor Converg. EY3918;SPC NC - 189,621.216 796,138.430 MT 0.99987808 +1 11 09.7 EY3918;SPC NC - 622,115.61 2,611,997.50 sFT 0.99987808 +1 11 09.7 EY3918;UTM 18 - 3,923,795.549 323,454.313 MT 0.99998411 -1 07 41.6 EY3918 EY3918! - Elev Factor x Scale Factor = Combined Factor EY3918!SPC NC - 1.00000506 x 0.99987808 = 0.99988313 EY3918!UTM 18 - 1.00000506 x 0.99998411 = 0.99998917 EY3918 EY3918: Primary Azimuth Mark Grid Az EY3918:SPC NC - NECK 248 22 56.9 EY3918:UTM 18 - NECK 250 41 48.2 EY3918 EY3918|---------------------------------------------------------------------| EY3918| PID Reference Object Distance Geod. Az | EY3918| dddmmss.s | EY3918| EY4757 BAY RM 18.837 METERS 16047 | EY3918| EY3931 NECK APPROX. 2.2 KM 2493406.6 | EY3918|---------------------------------------------------------------------| EY3918 EY3918 SUPERSEDED SURVEY CONTROL EY3918 EY3918 NAD 27 - 35 26 30.48700(N) 076 56 43.57100(W) AD( ) 3 EY3918 EY3918.Superseded values are not recommended for survey control. EY3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3918.See file dsdata.txt to determine how the superseded data were derived. EY3918 EY3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2345423796(NAD 83) EY3918_MARKER: Z = SEE DESCRIPTION EY3918_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3918_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3918 EY3918 HISTORY - Date Condition Report By EY3918 HISTORY - 1935 MONUMENTED CGS EY3918 HISTORY - 1948 MARK NOT FOUND CGS EY3918 EY3918 STATION DESCRIPTION EY3918 EY3918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3918'STATION IS LOCATED ON THE E SIDE OF BLOUNT BAY, ABOUT 1 MILE SW EY3918'OF MAULS POINT ON SANDY BEACH, 6 METERS SE OF HIGH-WATER LINE. EY3918' EY3918'A 16-INCH DIAMETER CYPRESS TREE LIES ABOUT 18 METERS W OF EY3918'STATION AND IS A CONSPICUOUS LANDMARK IN THE VICINITY. TREE EY3918'LINE IS ABOUT 8 METERS S OF STATION. EY3918 EY3918 STATION RECOVERY (1948) EY3918 EY3918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3918'STATION DESTROYED. DISTANCES TO THE REFERENCE MARK WAS EY3918'MEASURED WITH A STEEL TAPE AND FOUND TO BE INCORRECT. THE EY3918'PUBLISHED DESCRIPTION IS INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3918' EY3918'DISTANCE TO R.M. INCORRECT BY 1.10 METERS. STATION MARK EY3918'LEANING POSITION NO LONGER GOOD. DISK WAS NOT REMOVED. EY3918' EY3918'STATION IS ON THE E SIDE OF BLOUNT BAY, ABOUT 1-1/4 MILES SW EY3918'OF MAULS POINT, ON A SANDY BEACH, 3-1/2 METERS SE OF MEAN EY3918'HIGH-WATER LINE, AND 17 METERS E OF A 30-INCH CYPRESS TREE. IT EY3918'IS 14 INCHES ABOVE GROUND AND IN LEANING POSITION. DISTANCES DO EY3918'NOT CHECK SO STATION HAS BEEN RESET OR MOVED BY EROSION. EY3918' EY3918'STATION AND REFERENCE MARK ARE BRONZE DISKS SET IN CONCRETE EY3918'AT THE CENTERS OF THE TOPS OF TILES WHICH ARE EMBEDDED IN THE EY3918'GROUND. EY3918' EY3918'THE REFERENCE MARK IS IN GOOD CONDITION. IT IS 4 INCHES ABOVE EY3918'GROUND, 19.05 METERS SE OF STATION, IN CENTER OF WAGON ROAD EY3918'LEADING TO STATION. EY3918' EY3918'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4084 *********************************************************************** EY4084 DESIGNATION - BAYNOR EY4084 PID - EY4084 EY4084 STATE/COUNTY- NC/BEAUFORT EY4084 USGS QUAD - PANTEGO (1974) EY4084 EY4084 *CURRENT SURVEY CONTROL EY4084 ___________________________________________________________________ EY4084* NAD 83(1986)- 35 34 43.92517(N) 076 40 28.08660(W) ADJUSTED EY4084* NAVD 88 - 2.519 (meters) 8.26 (feet) ADJUSTED EY4084 ___________________________________________________________________ EY4084 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EY4084 GEOID HEIGHT- -37.05 (meters) GEOID03 EY4084 DYNAMIC HT - 2.516 (meters) 8.25 (feet) COMP EY4084 MODELED GRAV- 979,776.1 (mgal) NAVD 88 EY4084 EY4084 HORZ ORDER - SECOND EY4084 VERT ORDER - SECOND CLASS II EY4084 EY4084.The North Carolina HARNS have been completed but, EY4084.due to contractual restrictions, coordinates for these stations EY4084.will NOT be published in the near future. In the interim, the EY4084.published coordinates in North Carolina will not be EY4084.consistent with the Continuously Operating Reference Stations EY4084.(CORS). The HARN coordinates for these stations are available EY4084.upon request. Contact Gary Thompson(919-733-3836). EY4084. EY4084.In addition, the published North Carolina positions EY4084.(NAD 83 (1986)) are NOT consistent with those determined in EY4084.adjacent state readjustments. The discontinuity between stations EY4084.located in North Carolina and those in adjacent states EY4084.which have been adjusted to the HARN may be as much as 5 EY4084.decimeters. This will result in a significant loss of accuracy EY4084.over lines crossing such state borders. EY4084 EY4084 EY4084.The horizontal coordinates were established by classical geodetic methods EY4084.and adjusted by the National Geodetic Survey in July 1998. EY4084 EY4084.The orthometric height was determined by differential leveling EY4084.and adjusted by the National Geodetic Survey in June 1991. EY4084 EY4084.The Laplace correction was computed from DEFLEC99 derived deflections. EY4084 EY4084.The geoid height was determined by GEOID03. EY4084 EY4084.The dynamic height is computed by dividing the NAVD 88 EY4084.geopotential number by the normal gravity value computed on the EY4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4084.degrees latitude (g = 980.6199 gals.). EY4084 EY4084.The modeled gravity was interpolated from observed gravity values. EY4084 EY4084; North East Units Scale Factor Converg. EY4084;SPC NC - 205,346.374 820,346.124 MT 0.99988884 +1 20 32.0 EY4084;SPC NC - 673,707.23 2,691,418.91 sFT 0.99988884 +1 20 32.0 EY4084;UTM 18 - 3,938,530.542 348,278.813 MT 0.99988367 -0 58 27.9 EY4084 EY4084! - Elev Factor x Scale Factor = Combined Factor EY4084!SPC NC - 1.00000542 x 0.99988884 = 0.99989426 EY4084!UTM 18 - 1.00000542 x 0.99988367 = 0.99988909 EY4084 EY4084 SUPERSEDED SURVEY CONTROL EY4084 EY4084 NAVD 88 (07/14/98) 2.52 (m) 8.3 (f) LEVELING 3 EY4084 EY4084.Superseded values are not recommended for survey control. EY4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4084.See file dsdata.txt to determine how the superseded data were derived. EY4084 EY4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4827938531(NAD 83) EY4084_MARKER: DE = TRAVERSE STATION DISK EY4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4084_SP_SET: CONCRETE POST EY4084_STAMPING: BAYNOR 1982 EY4084_MARK LOGO: NCGS EY4084_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4084+STABILITY: SURFACE MOTION EY4084 EY4084 HISTORY - Date Condition Report By EY4084 HISTORY - 1982 MONUMENTED NCGS EY4084 HISTORY - 19840601 GOOD NCGS EY4084 HISTORY - 1985 GOOD USPSQD EY4084 EY4084 STATION DESCRIPTION EY4084 EY4084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4084'1.3 KM (0.8 MI) SW FROM PANTEGO. EY4084'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF PANTEGO. EY4084'ALONG US 264 FOR 1.3 KM (1.05 MI) WEST FROM THE INTERSECTION WITH NC EY4084'99, AT THE INTERSECTION WITH SR 1705. THE STATION IS A STANDARD NCGS EY4084'DISK STAMPED---BAYNOR 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4084'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 18.0 EY4084'METERS (59.0 FT) SOUTH OF THE CENTERLINE OF US 264, 5.5 METERS (18.0 EY4084'FT) NORTHEAST OF THE CENTERLINE OF SR 1705, 16.6 METERS (54.4 FT) EY4084'SOUTHWEST OF THE EAST END OF A CONCRETE CULVERT UNDER US 264, 20.6 EY4084'METERS (67.7 FT) EAST OF A RIGHT-OF-WAY MARKER--AND 14.9 METERS (49.0 EY4084'FT) NORTHWEST OF A 30-INCH OAK, 25.0 METERS (82.0 FT) WEST OF A EY4084'30-INCH OAK--BOTH WITH REFERENCE TAGS. EY4084 EY4084 STATION RECOVERY (1984) EY4084 EY4084'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4084'STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF PANTEGO. ALONG EY4084'US 264 FOR 1.3 KM (0.80 MI) WEST FROM NC 99, AT SR 1705. MARK IS EY4084'RECESSED 3 INCHES BELOW GROUND. LOCATED 18.0 M (59.1 FT) SOUTH OF THE EY4084'CENTERLINE OF US 264, 5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF EY4084'SR 1705, 16.6 M (54.5 FT) SOUTHWEST OF THE EAST END OF A CONCRETE EY4084'CULVERT UNDER US 264, 20.6 M (67.6 FT) EAST OF A RIGHT-OF-WAY EY4084'MARKER--AND 14.9 M (48.9 FT) NORTHWEST OF A 30-INCH OAK, 25.0 M (82.0 EY4084'FT) WEST OF A 30-INCH OAK--BOTH WITH REFERENCE TAGS. EY4084 EY4084 STATION RECOVERY (1985) EY4084 EY4084'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4084'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3761 *********************************************************************** EY3761 DESIGNATION - BAYVIEW EY3761 PID - EY3761 EY3761 STATE/COUNTY- NC/BEAUFORT EY3761 USGS QUAD - BATH (1993) EY3761 EY3761 *CURRENT SURVEY CONTROL EY3761 ___________________________________________________________________ EY3761* NAD 83(1986)- 35 26 09.02926(N) 076 47 33.53529(W) ADJUSTED EY3761* NAVD 88 - 0.7 (meters) 2. (feet) VERTCON EY3761 ___________________________________________________________________ EY3761 LAPLACE CORR- -1.78 (seconds) DEFLEC99 EY3761 GEOID HEIGHT- -37.12 (meters) GEOID03 EY3761 EY3761 HORZ ORDER - SECOND EY3761 EY3761.The North Carolina HARNS have been completed but, EY3761.due to contractual restrictions, coordinates for these stations EY3761.will NOT be published in the near future. In the interim, the EY3761.published coordinates in North Carolina will not be EY3761.consistent with the Continuously Operating Reference Stations EY3761.(CORS). The HARN coordinates for these stations are available EY3761.upon request. Contact Gary Thompson(919-733-3836). EY3761. EY3761.In addition, the published North Carolina positions EY3761.(NAD 83 (1986)) are NOT consistent with those determined in EY3761.adjacent state readjustments. The discontinuity between stations EY3761.located in North Carolina and those in adjacent states EY3761.which have been adjusted to the HARN may be as much as 5 EY3761.decimeters. This will result in a significant loss of accuracy EY3761.over lines crossing such state borders. EY3761 EY3761 EY3761.The horizontal coordinates were established by classical geodetic methods EY3761.and adjusted by the National Geodetic Survey in July 1986. EY3761 EY3761.The NAVD 88 height was computed by applying the VERTCON shift value to EY3761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3761 EY3761.The Laplace correction was computed from DEFLEC99 derived deflections. EY3761 EY3761.The geoid height was determined by GEOID03. EY3761 EY3761; North East Units Scale Factor Converg. EY3761;SPC NC - 189,238.850 809,990.966 MT 0.99987773 +1 16 26.5 EY3761;SPC NC - 620,861.13 2,657,445.36 sFT 0.99987773 +1 16 26.5 EY3761;UTM 18 - 3,922,854.133 337,281.180 MT 0.99992630 -1 02 22.5 EY3761 EY3761! - Elev Factor x Scale Factor = Combined Factor EY3761!SPC NC - 1.00000572 x 0.99987773 = 0.99988345 EY3761!UTM 18 - 1.00000572 x 0.99992630 = 0.99993202 EY3761 EY3761: Primary Azimuth Mark Grid Az EY3761:SPC NC - MIXON 119 39 17.4 EY3761:UTM 18 - MIXON 121 58 06.4 EY3761 EY3761|---------------------------------------------------------------------| EY3761| PID Reference Object Distance Geod. Az | EY3761| dddmmss.s | EY3761| EY3760 BAYVIEW WATER TANK 340.762 METERS 02914 | EY3761| EY4765 BAYVIEW RM 1 31.510 METERS 05538 | EY3761| EY3784 MIXON APPROX. 3.6 KM 1205543.9 | EY3761| EY3779 RUMLEY MARSH LIGHT APPROX. 3.6 KM 1342353.2 | EY3761| EY4766 BAYVIEW RM 2 34.445 METERS 34530 | EY3761|---------------------------------------------------------------------| EY3761 EY3761 SUPERSEDED SURVEY CONTROL EY3761 EY3761 NAD 27 - 35 26 08.43134(N) 076 47 34.76465(W) AD( ) 2 EY3761 NGVD 29 (07/19/86) 1.0 (m) 3. (f) VERT ANG EY3761 EY3761.Superseded values are not recommended for survey control. EY3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3761.See file dsdata.txt to determine how the superseded data were derived. EY3761 EY3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3728122854(NAD 83) EY3761_MARKER: DS = TRIANGULATION STATION DISK EY3761_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3761_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3761 EY3761 HISTORY - Date Condition Report By EY3761 HISTORY - 1933 MONUMENTED CGS EY3761 HISTORY - 1949 GOOD CGS EY3761 HISTORY - 1966 GOOD NCGS EY3761 EY3761 STATION DESCRIPTION EY3761 EY3761'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3761'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, AT TOWN OF EY3761'BAYVIEW, ABOUT 1.7 MILES E OF THE MOUTH OF BATH CREEK, ON EY3761'FILLED GROUND AT RECREATION PIER, 82 METERS FROM THE S END OF EY3761'SAND-COVERED WHARF OF THE PARK, AND 18 METERS W OF THE W SIDE EY3761'OF PAVILION. EY3761' EY3761'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3761'IN CONCRETE, IN THE TOPS OF TILES. EY3761' EY3761'STATION MARK IS STAMPED, BAYVIEW 1933. TERRA-COTTA PIPE HAS EY3761'A CEMENT COLLAR. EY3761' EY3761'REFERENCE MARK NO.1 IS NEAR SHORE END OF ANCHORAGE FOR SMALL EY3761'CRAFT AND REFERENCE MARK NO.2 IS ON SHORE AT THE NW CORNER OF EY3761'THE FILL AND PIER PROJECT. EY3761' EY3761'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.8 METERS. EY3761 EY3761 STATION RECOVERY (1949) EY3761 EY3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3761'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3761'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A EY3761'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION EY3761'IS INADEQUATE. A NEW DESCRIPTION FOLLOWS. EY3761' EY3761'STATION IS IN THE TOWN OF BAYVIEW, ON FILLED GROUND, AT THE EY3761'SITE OF THE OLD RECREATION PAVILION (NOW DESTROYED), 238.5 FEET EY3761'S OF THE CENTER LINE OF THE ROAD PARALLEL TO THE SHORE, 42.5 EY3761'FEET W OF THE CENTER LINE OF THE ROAD TO THE END OF THE WHARF, EY3761'AND 76.0 FEET E OF THE WOOD BULKHEAD ON THE W SIDE OF THE WHARF. EY3761' EY3761'STATION MARK IS A BRONZE STATION DISK, STAMPED BAYVIEW 1933, EY3761'AND SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE, WITH A EY3761'CONCRETE COLLAR AROUND THE TOP, FLUSH WITH THE GROUND. EY3761' EY3761'REFERENCE MARK 1 IS NE OF THE STATION, JUST E OF THE CENTER EY3761'LINE OF THE ROAD TO THE END OF THE WHARF, 140.0 FEET S OF THE EY3761'CENTER LINE OF THE ROAD ALONG THE SHORE, AND 16.5 FEET W OF EY3761'THE BOATHOUSE AT THE HEAD OF THE SLIP. IT IS A BRONZE REFERENCE EY3761'DISK, STAMPED NO 1 1933, AND SET IN THE TOP OF A CONCRETE-FILLED EY3761'8-INCH TILE 2 INCHES UNDERGROUND. EY3761' EY3761'REFERENCE MARK 2 IS NW OF THE STATION, 155.0 FEET S OF THE EY3761'CENTER LINE OF THE ROAD ALONG THE SHORE, 141.4 FEET W OF THE EY3761'SW CORNER OF THE BOATHOUSE AT THE HEAD OF THE SLIP, AND 62.5 EY3761'FEET NE OF THE MEAN HIGH-WATER LINE AT THE CURVE IN THE EY3761'SHORELINE. IT IS A BRONZE REFERENCE DISK, STAMPED NO 2 1933, EY3761'AND SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE FLUSH EY3761'WITH THE GROUND. EY3761 EY3761 STATION RECOVERY (1966) EY3761 EY3761'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3761'BAYVIEW 1933 GOOD EY3761' EY3761'NEW REFERENCES-- 20.8 FT SE OF ALUMINUM REFERENCE TAG ON EY3761'TWIN 10 INCH PINE. 24.7 FT E OF ALUMINUM REFERENCE TAG ON 8 EY3761'INCH PINE. 14.7 FT E OF ALUMINUM REFERENCE TAG ON 6 EY3761'INCH PINE. 121.2 FT SW OF ALUMINUM REFERENCE TAG IN POWER EY3761'POLE AND 63.2 FT SW OF NW CORNER OF BOAT HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3760 *********************************************************************** EY3760 DESIGNATION - BAYVIEW WATER TANK EY3760 PID - EY3760 EY3760 STATE/COUNTY- NC/BEAUFORT EY3760 USGS QUAD - BATH (1993) EY3760 EY3760 *CURRENT SURVEY CONTROL EY3760 ___________________________________________________________________ EY3760* NAD 83(1986)- 35 26 18.67822(N) 076 47 26.93797(W) ADJUSTED EY3760* NAVD 88 - EY3760 ___________________________________________________________________ EY3760 LAPLACE CORR- -1.72 (seconds) DEFLEC99 EY3760 GEOID HEIGHT- -37.12 (meters) GEOID03 EY3760 EY3760 HORZ ORDER - THIRD EY3760 EY3760.The North Carolina HARNS have been completed but, EY3760.due to contractual restrictions, coordinates for these stations EY3760.will NOT be published in the near future. In the interim, the EY3760.published coordinates in North Carolina will not be EY3760.consistent with the Continuously Operating Reference Stations EY3760.(CORS). The HARN coordinates for these stations are available EY3760.upon request. Contact Gary Thompson(919-733-3836). EY3760. EY3760.In addition, the published North Carolina positions EY3760.(NAD 83 (1986)) are NOT consistent with those determined in EY3760.adjacent state readjustments. The discontinuity between stations EY3760.located in North Carolina and those in adjacent states EY3760.which have been adjusted to the HARN may be as much as 5 EY3760.decimeters. This will result in a significant loss of accuracy EY3760.over lines crossing such state borders. EY3760 EY3760 EY3760.The horizontal coordinates were established by classical geodetic methods EY3760.and adjusted by the National Geodetic Survey in July 1986. EY3760 EY3760 EY3760.The Laplace correction was computed from DEFLEC99 derived deflections. EY3760 EY3760.The geoid height was determined by GEOID03. EY3760 EY3760; North East Units Scale Factor Converg. EY3760;SPC NC - 189,539.813 810,150.690 MT 0.99987788 +1 16 30.3 EY3760;SPC NC - 621,848.54 2,657,969.39 sFT 0.99987788 +1 16 30.3 EY3760;UTM 18 - 3,923,148.416 337,452.931 MT 0.99992561 -1 02 18.9 EY3760 EY3760 SUPERSEDED SURVEY CONTROL EY3760 EY3760 NAD 27 - 35 26 18.08130(N) 076 47 28.16670(W) AD( ) 3 EY3760 EY3760.Superseded values are not recommended for survey control. EY3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3760.See file dsdata.txt to determine how the superseded data were derived. EY3760 EY3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3745323148(NAD 83) EY3760_MARKER: 54 = WATER TOWER EY3760 EY3760 HISTORY - Date Condition Report By EY3760 HISTORY - 1950 FIRST OBSERVED CGS EY3760 HISTORY - 1985 GOOD USPSQD EY3760 EY3760 STATION DESCRIPTION EY3760 EY3760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG) EY3760'STATION IS THE BALL ATOP A STEEL WATER TANK ON A FOUR-LEGGED EY3760'SKELETON STEEL STRUCTURE IN BAYVIEW. THE ONLY TANK IN BAYVIEW EY3760'AND IS 80 FEET ABOVE GROUND. EY3760 EY3760 STATION RECOVERY (1985) EY3760 EY3760'RECOVERY NOTE BY US POWER SQUADRON 1985 (ERQ) EY3760'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2098 *********************************************************************** EY2098 DESIGNATION - BEACH EY2098 PID - EY2098 EY2098 STATE/COUNTY- NC/BEAUFORT EY2098 USGS QUAD - WASHINGTON (1983) EY2098 EY2098 *CURRENT SURVEY CONTROL EY2098 ___________________________________________________________________ EY2098* NAD 83(1986)- 35 30 20.27941(N) 077 01 23.64738(W) ADJUSTED EY2098* NAVD 88 - 1.5 (meters) 5. (feet) VERTCON EY2098 ___________________________________________________________________ EY2098 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2098 GEOID HEIGHT- -36.72 (meters) GEOID03 EY2098 EY2098 HORZ ORDER - SECOND EY2098 EY2098.The North Carolina HARNS have been completed but, EY2098.due to contractual restrictions, coordinates for these stations EY2098.will NOT be published in the near future. In the interim, the EY2098.published coordinates in North Carolina will not be EY2098.consistent with the Continuously Operating Reference Stations EY2098.(CORS). The HARN coordinates for these stations are available EY2098.upon request. Contact Gary Thompson(919-733-3836). EY2098. EY2098.In addition, the published North Carolina positions EY2098.(NAD 83 (1986)) are NOT consistent with those determined in EY2098.adjacent state readjustments. The discontinuity between stations EY2098.located in North Carolina and those in adjacent states EY2098.which have been adjusted to the HARN may be as much as 5 EY2098.decimeters. This will result in a significant loss of accuracy EY2098.over lines crossing such state borders. EY2098 EY2098 EY2098.The horizontal coordinates were established by classical geodetic methods EY2098.and adjusted by the National Geodetic Survey in July 1986. EY2098 EY2098.The NAVD 88 height was computed by applying the VERTCON shift value to EY2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2098 EY2098.The Laplace correction was computed from DEFLEC99 derived deflections. EY2098 EY2098.The geoid height was determined by GEOID03. EY2098 EY2098; North East Units Scale Factor Converg. EY2098;SPC NC - 196,538.560 788,906.403 MT 0.99988237 +1 08 27.3 EY2098;SPC NC - 644,810.26 2,588,270.42 sFT 0.99988237 +1 08 27.3 EY2098;UTM 18 - 3,931,000.266 316,506.808 MT 1.00001493 -1 10 31.4 EY2098 EY2098! - Elev Factor x Scale Factor = Combined Factor EY2098!SPC NC - 1.00000553 x 0.99988237 = 0.99988790 EY2098!UTM 18 - 1.00000553 x 1.00001493 = 1.00002046 EY2098 EY2098: Primary Azimuth Mark Grid Az EY2098:SPC NC - PARK 332 41 59.0 EY2098:UTM 18 - PARK 335 00 57.7 EY2098 EY2098|---------------------------------------------------------------------| EY2098| PID Reference Object Distance Geod. Az | EY2098| dddmmss.s | EY2098| EY2144 PARK APPROX. 3.8 KM 3335026.3 | EY2098|---------------------------------------------------------------------| EY2098 EY2098 SUPERSEDED SURVEY CONTROL EY2098 EY2098 NAD 27 - 35 30 19.69054(N) 077 01 24.82709(W) AD( ) 2 EY2098 NGVD 29 (07/19/86) 1.8 (m) 6. (f) VERT ANG EY2098 EY2098.Superseded values are not recommended for survey control. EY2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2098.See file dsdata.txt to determine how the superseded data were derived. EY2098 EY2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1650731000(NAD 83) EY2098_MARKER: DE = TRAVERSE STATION DISK EY2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2098_STAMPING: BEACH 1965 EY2098_MARK LOGO: NCGS EY2098_MAGNETIC: N = NO MAGNETIC MATERIAL EY2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2098+STABILITY: SURFACE MOTION EY2098 EY2098 HISTORY - Date Condition Report By EY2098 HISTORY - 1965 MONUMENTED NCGS EY2098 HISTORY - 19840101 GOOD NCGS EY2098 EY2098 STATION DESCRIPTION EY2098 EY2098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2098'BEACH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2098'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2098' EY2098'BEACH IS 3.3 MILES SE OF WASHINGTON. TO REACH STATION FROM U.S. 17 EY2098'AND MAIN ST. AT PAMLICO BRIDGE, GO 1.4 MILES S ON U.S. 17 TO EY2098'SR 1166 (WITH RADIO STATION), TURN LEFT ON SR 1166 (EAST) EY2098'FOR 3.6 MILES TO WHICHARD BEACH. STATION IS APPROXIMATELY EY2098'175 FT N OF NW CORNER OF MAIN BUILDING OF WHICHARD BEACH AND EY2098'APPROXIMATELY 50 FT NE OF SR 1166 AND END OF PAVEMENT. EY2098' EY2098'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2098'BEACH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2098'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2098' EY2098'MARK IS EY2098' EY2098'65.6 FT N OF HICKORY TREE WITH ALUMINUM REF. TAG EY2098' EY2098'28.6 FT E OF FENCE POST WITH ALUMINUM REF. TAG EY2098' EY2098'56.9 FT SW OF CEDAR TREE WITH ALUMINUM REF. TAG EY2098' EY2098'146.0 FT N OF NE CORNER OF BEACH HOUSE EY2098' EY2098'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2098 EY2098 STATION RECOVERY (1984) EY2098 EY2098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EY2098'RECOVERED AS DESCRIBED. MARK IS LOCATED 202 FT (61.6 M) NORTH OF THE EY2098'NORTH MOST CORNER OF THE WICHARDS BEACH HOUSE, 7.8 FT (2.4 M) EAST OF EY2098'THE CENTER OF A MERRY-GO-ROUND, 79.4 FT (24.2 M) EAST-SOUTHEAST OF THE EY2098'EAST END OF A METAL FENCE--AND 56.0 FT (17.1 M) SOUTHWEST OF AN EY2098'18-INCH CYPRESS, 65.0 FT (19.8 M) NORTH OF A 12-INCH PECAN TREE, AND EY2098'117.5 FT (35.8 M) NORTHEAST OF A OAK CLUSTER--ALL THREE WITH REFERENCE EY2098'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3762 *********************************************************************** EY3762 DESIGNATION - BEACH EY3762 PID - EY3762 EY3762 STATE/COUNTY- NC/BEAUFORT EY3762 USGS QUAD - BATH (1993) EY3762 EY3762 *CURRENT SURVEY CONTROL EY3762 ___________________________________________________________________ EY3762* NAD 83(1986)- 35 25 31.17944(N) 076 50 57.36286(W) ADJUSTED EY3762* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3762 ___________________________________________________________________ EY3762 LAPLACE CORR- -2.67 (seconds) DEFLEC99 EY3762 GEOID HEIGHT- -37.05 (meters) GEOID03 EY3762 EY3762 HORZ ORDER - THIRD EY3762 EY3762.The North Carolina HARNS have been completed but, EY3762.due to contractual restrictions, coordinates for these stations EY3762.will NOT be published in the near future. In the interim, the EY3762.published coordinates in North Carolina will not be EY3762.consistent with the Continuously Operating Reference Stations EY3762.(CORS). The HARN coordinates for these stations are available EY3762.upon request. Contact Gary Thompson(919-733-3836). EY3762. EY3762.In addition, the published North Carolina positions EY3762.(NAD 83 (1986)) are NOT consistent with those determined in EY3762.adjacent state readjustments. The discontinuity between stations EY3762.located in North Carolina and those in adjacent states EY3762.which have been adjusted to the HARN may be as much as 5 EY3762.decimeters. This will result in a significant loss of accuracy EY3762.over lines crossing such state borders. EY3762 EY3762 EY3762.The horizontal coordinates were established by classical geodetic methods EY3762.and adjusted by the National Geodetic Survey in July 1986. EY3762 EY3762.The orthometric height was scaled from a topographic map. EY3762 EY3762.The Laplace correction was computed from DEFLEC99 derived deflections. EY3762 EY3762.The geoid height was determined by GEOID03. EY3762 EY3762; North East Units Scale Factor Converg. EY3762;SPC NC - 187,959.945 804,877.033 MT 0.99987716 +1 14 28.8 EY3762;SPC NC - 616,665.25 2,640,667.40 sFT 0.99987716 +1 14 28.8 EY3762;UTM 18 - 3,921,782.647 332,119.481 MT 0.99994733 -1 04 19.8 EY3762 EY3762! - Elev Factor x Scale Factor = Combined Factor EY3762!SPC NC - 1.00000555 x 0.99987716 = 0.99988271 EY3762!UTM 18 - 1.00000555 x 0.99994733 = 0.99995288 EY3762 EY3762: Primary Azimuth Mark Grid Az EY3762:SPC NC - TRIPP 278 23 27.3 EY3762:UTM 18 - TRIPP 280 42 15.9 EY3762 EY3762|---------------------------------------------------------------------| EY3762| PID Reference Object Distance Geod. Az | EY3762| dddmmss.s | EY3762| EY3766 CORE 454.271 METERS 1081147.4 | EY3762| EY4767 BEACH RM 1 34.610 METERS 20148 | EY3762| EY4768 BEACH RM 2 58.620 METERS 22755 | EY3762| EY3936 TRIPP APPROX. 4.0 KM 2793756.1 | EY3762|---------------------------------------------------------------------| EY3762 EY3762 SUPERSEDED SURVEY CONTROL EY3762 EY3762 NAD 27 - 35 25 30.58800(N) 076 50 58.58400(W) AD( ) 3 EY3762 EY3762.Superseded values are not recommended for survey control. EY3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3762.See file dsdata.txt to determine how the superseded data were derived. EY3762 EY3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3211921783(NAD 83) EY3762_MARKER: DS = TRIANGULATION STATION DISK EY3762_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3762_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3762 EY3762 HISTORY - Date Condition Report By EY3762 HISTORY - 1933 MONUMENTED CGS EY3762 HISTORY - 1949 GOOD CGS EY3762 HISTORY - 1985 MARK NOT FOUND LOCSUR EY3762 EY3762 STATION DESCRIPTION EY3762 EY3762'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3762'STATION IS LOCATED ON THE S SHORE OF THE PAMLICO RIVER, AT W EY3762'END OF CORE POINT, OUT IN THE WATER ABOUT 23 METERS N OF THE EY3762'STORM LINE, IN ABOUT 1 FOOT OF WATER AT HIGH TIDE, ABOUT 20 EY3762'METERS E OF PAUL AND MARTINS FISH WHARF, AND JUST NE OF A EY3762'ROAD INTERSECTION. EY3762' EY3762'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3762'CONCRETE, IN THE TOPS OF TILES. EY3762' EY3762'REFERENCE MARK NO.1 IS 11 YARDS N OF ROAD, AND 11 YARDS S OF SHORE. EY3762' EY3762'REFERENCE MARK NO.2 IS IN W SIDE OF A TRIANGLE FORMED BY ROAD EY3762'INTERSECTIONS, 5 FEET W OF HOUSE AND 8 YARDS S OF ROAD PARALLEL EY3762'TO RIVER. EY3762' EY3762'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS. EY3762 EY3762 STATION RECOVERY (1949) EY3762 EY3762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3762'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD EY3762'CONDITION. DISTANCES TO THE REFERENCE MARKS FROM THE STATION EY3762'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE EY3762'ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3762' EY3762'STATION IS LOCATED ON THE S SHORE OF THE PAMLICO RIVER, AT W EY3762'END OF CORE POINT, OUT IN THE WATER, 24.0 METERS N OF MEAN EY3762'HIGH-WATER LINE, IN ABOUT 1 FOOT OF WATER AT HIGH TIDE, ABOUT EY3762'20 METERS E OF TOLLERS FISH DOCK, AND JUST NE OF A ROAD EY3762'INTERSECTION. STATION IS A BRONZE STATION DISK, STAMPED BEACH EY3762'1933, AND SET IN CONCRETE IN THE TOP OF A TILE. IT PROJECTS 1 EY3762'FOOT ABOVE WATER AT LOW TIDE, AND IS COVERED AT HIGH TIDE. EY3762' EY3762'REFERENCE MARK 1 IS 125.6 FEET 75 DEG MAG. AZIMUTH FROM NE EY3762'CORNER OF T.H. TOLLERS STORE, 32.0 FEET N OF THE CENTER LINE EY3762'OF ROAD, ON EDGE OF 4-FOOT BANK, AND 8.8 METERS S OF MEAN EY3762'HIGH-WATER LINE. IT IS A BRONZE REFERENCE DISK, STAMPED NO 1 EY3762'1933, AND SET IN CONCRETE IN THE TOP OF A TILE. IT PROJECTS 1 EY3762'INCH ABOVE THE GROUND. EY3762' EY3762'REFERENCE MARK 2 IS 103.0 FEET FROM REFERENCE MARK 1, 12.17 EY3762'METERS 20 DEG MAG. AZIMUTH FROM NE CORNER OF T.H. TOLLERS EY3762'STORE, 23 METERS S OF MEAN HIGH-WATER LINE. IT IS A BRONZE EY3762'REFERENCE DISK, STAMPED NO 2 1933, AND SET IN CONCRETE IN THE EY3762'TOP OF A TILE. IT PROJECTS 5 INCHES ABOVE THE GROUND. EY3762 EY3762 STATION RECOVERY (1985) EY3762 EY3762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (EGM) EY3762'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2099 *********************************************************************** EY2099 DESIGNATION - BEACON LIGHT EY2099 PID - EY2099 EY2099 STATE/COUNTY- NC/BEAUFORT EY2099 USGS QUAD - WASHINGTON (1983) EY2099 EY2099 *CURRENT SURVEY CONTROL EY2099 ___________________________________________________________________ EY2099* NAD 83(1986)- 35 31 52.23598(N) 077 02 53.82165(W) ADJUSTED EY2099* NAVD 88 - EY2099 ___________________________________________________________________ EY2099 LAPLACE CORR- -1.82 (seconds) DEFLEC99 EY2099 GEOID HEIGHT- -36.66 (meters) GEOID03 EY2099 EY2099 HORZ ORDER - THIRD EY2099 EY2099.The North Carolina HARNS have been completed but, EY2099.due to contractual restrictions, coordinates for these stations EY2099.will NOT be published in the near future. In the interim, the EY2099.published coordinates in North Carolina will not be EY2099.consistent with the Continuously Operating Reference Stations EY2099.(CORS). The HARN coordinates for these stations are available EY2099.upon request. Contact Gary Thompson(919-733-3836). EY2099. EY2099.In addition, the published North Carolina positions EY2099.(NAD 83 (1986)) are NOT consistent with those determined in EY2099.adjacent state readjustments. The discontinuity between stations EY2099.located in North Carolina and those in adjacent states EY2099.which have been adjusted to the HARN may be as much as 5 EY2099.decimeters. This will result in a significant loss of accuracy EY2099.over lines crossing such state borders. EY2099 EY2099 EY2099.The horizontal coordinates were established by classical geodetic methods EY2099.and adjusted by the National Geodetic Survey in July 1986. EY2099 EY2099 EY2099.The Laplace correction was computed from DEFLEC99 derived deflections. EY2099 EY2099.The geoid height was determined by GEOID03. EY2099 EY2099; North East Units Scale Factor Converg. EY2099;SPC NC - 199,326.778 786,578.937 MT 0.99988444 +1 07 35.3 EY2099;SPC NC - 653,957.94 2,580,634.40 sFT 0.99988444 +1 07 35.3 EY2099;UTM 18 - 3,933,880.683 314,293.653 MT 1.00002500 -1 11 26.5 EY2099 EY2099 SUPERSEDED SURVEY CONTROL EY2099 EY2099 NAD 27 - 35 31 51.65000(N) 077 02 54.99100(W) AD( ) 3 EY2099 EY2099.Superseded values are not recommended for survey control. EY2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2099.See file dsdata.txt to determine how the superseded data were derived. EY2099 EY2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1429433881(NAD 83) EY2099_MARKER: 14 = NAVIGATION LIGHT EY2099 EY2099 HISTORY - Date Condition Report By EY2099 HISTORY - 1935 FIRST OBSERVED CGS EY2099 HISTORY - 1951 GOOD CGS EY2099 EY2099 STATION DESCRIPTION EY2099 EY2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY2099'THIS IS THE SAME LIGHT AS WINDMILL POINT SHOAL LIGHT LISTED EY2099'IN THE INTRACOASTAL WATERWAY LIGHT LIST. THEODOLITE CUTS EY2099'WERE TAKEN TO THIS LIGHT IN 1951 TO VERIFY ITS POSITION AND EY2099'FOUND TO BE CORRECT. STATION IS APEX OF LANTERN ATOP A BLACK EY2099'BOX ON A BLACK SLATTED PILE STRUCTURE 16 FEET ABOVE MEAN HIGH EY2099'WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3796 *********************************************************************** EY3796 DESIGNATION - BEAVER EY3796 PID - EY3796 EY3796 STATE/COUNTY- NC/BEAUFORT EY3796 USGS QUAD - AURORA (1993) EY3796 EY3796 *CURRENT SURVEY CONTROL EY3796 ___________________________________________________________________ EY3796* NAD 83(1986)- 35 19 06.15648(N) 076 45 47.66728(W) ADJUSTED EY3796* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3796 ___________________________________________________________________ EY3796 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EY3796 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3796 EY3796 HORZ ORDER - THIRD EY3796 EY3796.The North Carolina HARNS have been completed but, EY3796.due to contractual restrictions, coordinates for these stations EY3796.will NOT be published in the near future. In the interim, the EY3796.published coordinates in North Carolina will not be EY3796.consistent with the Continuously Operating Reference Stations EY3796.(CORS). The HARN coordinates for these stations are available EY3796.upon request. Contact Gary Thompson(919-733-3836). EY3796. EY3796.In addition, the published North Carolina positions EY3796.(NAD 83 (1986)) are NOT consistent with those determined in EY3796.adjacent state readjustments. The discontinuity between stations EY3796.located in North Carolina and those in adjacent states EY3796.which have been adjusted to the HARN may be as much as 5 EY3796.decimeters. This will result in a significant loss of accuracy EY3796.over lines crossing such state borders. EY3796 EY3796 EY3796.The horizontal coordinates were established by classical geodetic methods EY3796.and adjusted by the National Geodetic Survey in July 1986. EY3796 EY3796.The orthometric height was scaled from a topographic map. EY3796 EY3796.The Laplace correction was computed from DEFLEC99 derived deflections. EY3796 EY3796.The geoid height was determined by GEOID03. EY3796 EY3796; North East Units Scale Factor Converg. EY3796;SPC NC - 176,271.133 812,953.826 MT 0.99987326 +1 17 27.6 EY3796;SPC NC - 578,316.21 2,667,166.01 sFT 0.99987326 +1 17 27.6 EY3796;UTM 18 - 3,909,776.838 339,718.590 MT 0.99991660 -1 01 10.5 EY3796 EY3796! - Elev Factor x Scale Factor = Combined Factor EY3796!SPC NC - 1.00000574 x 0.99987326 = 0.99987900 EY3796!UTM 18 - 1.00000574 x 0.99991660 = 0.99992234 EY3796 EY3796: Primary Azimuth Mark Grid Az EY3796:SPC NC - VENUS 277 22 21.8 EY3796:UTM 18 - VENUS 279 40 59.9 EY3796 EY3796|---------------------------------------------------------------------| EY3796| PID Reference Object Distance Geod. Az | EY3796| dddmmss.s | EY3796| EY4780 BEAVER RM 16.865 METERS 11038 | EY3796| EY3845 VENUS APPROX. 0.9 KM 2783949.4 | EY3796| EY3828 NO 1 APPROX. 0.8 KM 3224921.9 | EY3796|---------------------------------------------------------------------| EY3796 EY3796 SUPERSEDED SURVEY CONTROL EY3796 EY3796 NAD 27 - 35 19 05.53900(N) 076 45 48.93000(W) AD( ) 3 EY3796 EY3796.Superseded values are not recommended for survey control. EY3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3796.See file dsdata.txt to determine how the superseded data were derived. EY3796 EY3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3971909777(NAD 83) EY3796_MARKER: DS = TRIANGULATION STATION DISK EY3796_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3796_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3796 EY3796 HISTORY - Date Condition Report By EY3796 HISTORY - 1935 MONUMENTED CGS EY3796 HISTORY - 1948 GOOD CGS EY3796 EY3796 STATION DESCRIPTION EY3796 EY3796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3796'STATION IS ON THE S SIDE OF SOUTH CREEK AT THE FIRST PROMINENT EY3796'BEND THE CREEK MAKES FROM THE W ON THE E SIDE OF THE MOUTH OF EY3796'THE CREEK KNOWN AS BEAVER DAM CREEK. IT IS ON PROPERTY OF J.C. EY3796'CAYTON. FROM THE STATION, MOUTH OF BEAVER DAM CREEK IS 200 METERS EY3796'SW, SHORE LINE, 7 METERS WESTERLY AND A FENCE LINE RUNNING E EY3796'AND W (EXTENDING OUT INTO THE WATER 20 METERS) IS 1-1/2 METERS EY3796'N. EY3796' EY3796'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3796'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3796' EY3796'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED 8- EY3796'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3796 EY3796 STATION RECOVERY (1948) EY3796 EY3796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3796'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3796'TO REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND TO EY3796'BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3796'DESCRIPTION FOLLOWS-- EY3796' EY3796'STATION IS ON THE S SIDE OF SOUTH CREEK, AT THE FIRST PROMINENT EY3796'BEND THE CREEK MAKES FROM THE W, ON THE E SIDE OF THE MOUTH OF EY3796'LITTLE CREEK, ALSO KNOWN AS BEAVER DAM CREEK. IT IS ON PROPERTY EY3796'OF J.C. CAYTON. FROM THE STATION, MOUTH OF LITTLE CREEK IS 200 EY3796'METERS SW, A SOFT DRINK STAND AT CAYTONS BEACH IS 125 YARDS N. EY3796'MEAN HIGH-WATER LINE IS 7.0 METERS W. EY3796' EY3796'STATION MARK IS A BRONZE STATION DISK, STAMPED BEAVER 1935, EY3796'SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES EY3796'ABOVE GROUND. EY3796' EY3796'REFERENCE MARK IS NE OF THE STATION, ON TOP OF A 6-FOOT BANK. IT EY3796'IS A BRONZE REFERENCE DISK, STAMPED BEAVER 1935, SET IN TOP EY3796'OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE THE EY3796'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3985 *********************************************************************** EY3985 DESIGNATION - BELHAVEN EY3985 PID - EY3985 EY3985 STATE/COUNTY- NC/BEAUFORT EY3985 USGS QUAD - BELHAVEN (1974) EY3985 EY3985 *CURRENT SURVEY CONTROL EY3985 ___________________________________________________________________ EY3985* NAD 83(1986)- 35 31 59.94236(N) 076 36 46.21408(W) ADJUSTED EY3985* NAVD 88 - 0.468 (meters) 1.54 (feet) ADJUSTED EY3985 ___________________________________________________________________ EY3985 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EY3985 GEOID HEIGHT- -37.18 (meters) GEOID03 EY3985 DYNAMIC HT - 0.468 (meters) 1.54 (feet) COMP EY3985 MODELED GRAV- 979,776.1 (mgal) NAVD 88 EY3985 EY3985 HORZ ORDER - SECOND EY3985 VERT ORDER - SECOND CLASS II EY3985 EY3985.The North Carolina HARNS have been completed but, EY3985.due to contractual restrictions, coordinates for these stations EY3985.will NOT be published in the near future. In the interim, the EY3985.published coordinates in North Carolina will not be EY3985.consistent with the Continuously Operating Reference Stations EY3985.(CORS). The HARN coordinates for these stations are available EY3985.upon request. Contact Gary Thompson(919-733-3836). EY3985. EY3985.In addition, the published North Carolina positions EY3985.(NAD 83 (1986)) are NOT consistent with those determined in EY3985.adjacent state readjustments. The discontinuity between stations EY3985.located in North Carolina and those in adjacent states EY3985.which have been adjusted to the HARN may be as much as 5 EY3985.decimeters. This will result in a significant loss of accuracy EY3985.over lines crossing such state borders. EY3985 EY3985 EY3985.The horizontal coordinates were established by classical geodetic methods EY3985.and adjusted by the National Geodetic Survey in July 1986. EY3985 EY3985.The orthometric height was determined by differential leveling EY3985.and adjusted by the National Geodetic Survey in June 1991. EY3985 EY3985.The Laplace correction was computed from DEFLEC99 derived deflections. EY3985 EY3985.The geoid height was determined by GEOID03. EY3985 EY3985.The dynamic height is computed by dividing the NAVD 88 EY3985.geopotential number by the normal gravity value computed on the EY3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3985.degrees latitude (g = 980.6199 gals.). EY3985 EY3985.The modeled gravity was interpolated from observed gravity values. EY3985 EY3985; North East Units Scale Factor Converg. EY3985;SPC NC - 200,427.086 826,051.731 MT 0.99988462 +1 22 40.1 EY3985;SPC NC - 657,567.86 2,710,138.05 sFT 0.99988462 +1 22 40.1 EY3985;UTM 18 - 3,933,384.774 353,780.896 MT 0.99986347 -0 56 15.0 EY3985 EY3985! - Elev Factor x Scale Factor = Combined Factor EY3985!SPC NC - 1.00000576 x 0.99988462 = 0.99989038 EY3985!UTM 18 - 1.00000576 x 0.99986347 = 0.99986923 EY3985 EY3985: Primary Azimuth Mark Grid Az EY3985:SPC NC - BELHAVEN MUNICIPAL TANK 303 32 19.7 EY3985:UTM 18 - BELHAVEN MUNICIPAL TANK 305 51 14.8 EY3985 EY3985|---------------------------------------------------------------------| EY3985| PID Reference Object Distance Geod. Az | EY3985| dddmmss.s | EY3985| EY4783 BELHAVEN RM 1 64.538 METERS 09721 | EY3985| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 1.3 KM 3045459.8 | EY3985| EY4784 BELHAVEN RM 2 50.344 METERS 35614 | EY3985|---------------------------------------------------------------------| EY3985 EY3985 SUPERSEDED SURVEY CONTROL EY3985 EY3985 NAD 27 - 35 31 59.34600(N) 076 36 47.46700(W) AD( ) 2 EY3985 NGVD 29 (07/19/86) 1.12 (m) 3.7 (f) LEVELING 3 EY3985 EY3985.Superseded values are not recommended for survey control. EY3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3985.See file dsdata.txt to determine how the superseded data were derived. EY3985 EY3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5378133385(NAD 83) EY3985_MARKER: DS = TRIANGULATION STATION DISK EY3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3985_SP_SET: CONCRETE POST EY3985_STAMPING: BELHAVEN 1935 EY3985_MARK LOGO: CGS EY3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3985+STABILITY: SURFACE MOTION EY3985 EY3985 HISTORY - Date Condition Report By EY3985 HISTORY - 1935 MONUMENTED CGS EY3985 HISTORY - 1949 GOOD CGS EY3985 HISTORY - 1964 MARK NOT FOUND CGS EY3985 HISTORY - 1979 GOOD USE EY3985 HISTORY - 1984 GOOD NCGS EY3985 HISTORY - 20040321 MARK NOT FOUND USPSQD EY3985 EY3985 STATION DESCRIPTION EY3985 EY3985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3985'THE STATION IS IN THE E PART OF THE TOWN OF BELHAVEN IN THE PARK EY3985'BY THE EDGE OF THE RIVER BANK, ABOUT 100 METERS SW OF THE CORNER EY3985'OF EAST MAIN AND TOOLEY STREETS, ON PROPERTY OF MR. LESOFSKY. IT EY3985'IS ABOUT 200 METERS E OF A LARGE WHITE RESIDENCE, 55 METERS S EY3985'OF EAST MAIN STREET, 19 METERS N OF THE WATERS EDGE, 20 METERS EY3985'E OF THE FENCE ALONG THE W SIDE OF THE PARK, 13 METERS SE OF AN EY3985'18-INCH PINE, 18 METERS W OF THE ROAD INTO THE PARK, AND 10 EY3985'METERS FROM EACH OF TWO PINES WITH SUMMER SEATS AROUND THEM. EY3985' EY3985'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE EY3985'DISKS SET IN CONCRETE. EY3985' EY3985'REFERENCE MARK NO. 1 IS E OF THE STATION, 20 METERS SW OF A EY3985'COTTAGE, 50 METERS S OF THE STREET, 20 METERS N OF THE WATERS EY3985'EDGE, AND 2-1/2 METERS S OF AN ARTESIAN WELL IN A GROVE OF EY3985'PINES. REFERENCE MARK NO. 2 IS N OF THE STATION, 2 METERS S OF EY3985'THE SIDEWALK PAVEMENT, AND 1 METER E OF THE FENCE ALONG THE W EY3985'SIDE OF THE PARK. EY3985' EY3985'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY3985 EY3985 STATION RECOVERY (1949) EY3985 EY3985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3985'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, EY3985'EXCEPT R.M. 2 WHICH WAS FOUND WITH THE TOP OF THE MONUMENT BROKEN EY3985'OFF 4 INCHES BELOW GROUND. DISTANCES TO REFERENCE MARKS WERE EY3985'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL EY3985'DESCRIPTION IS INADEQUATE. A COMPLETE NEW DESCRIPTION FOLLOWS-- EY3985' EY3985'STATION IS LOCATED IN THE E PORTION OF THE TOWN OF BELHAVEN, EY3985'NEAR THE PARK BY THE EDGE OF THE WATER, IN THE YARD OF THE EY3985'RESIDENCE OF W.E. BATEMAN WHICH IS THE FIRST HOUSE W OF THE PARK, EY3985'193 FEET S OF THE CENTER LINE OF E. MAIN STREET, 41.5 FEET W OF EY3985'THE FENCE AROUND THE PARK, AND 44 FEET N OF THE MEAN HIGH-WATER EY3985'LINE. EY3985' EY3985'STATION MARK IS A BRONZE STATION DISK, STAMPED BELHAVEN 1935, EY3985'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 EY3985'INCHES ABOVE GROUND. EY3985' EY3985'R.M. 1 IS E OF THE STATION, IN A GROVE OF PINES, ABOUT 8 FEET S EY3985'OF AN ARTESIAN WELL BETWEEN THE TWO LOG BUILDINGS IN THE PARK. IT EY3985'IS A BRONZE REFERENCE DISK, STAMPED BELHAVEN NO 1 1935, SET IN EY3985'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES EY3985'ABOVE GROUND. EY3985' EY3985'TO REACH FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF E. MAIN EY3985'AND PAMLICO STREETS IN THE CENTER OF BELHAVEN, TRAVEL SE ON E. MAIN EY3985'STREET TO ITS END AND STATION SITE. EY3985 EY3985 STATION RECOVERY (1964) EY3985 EY3985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY3985'A THOROUGH SEARCH WAS MADE FOR STATION AND REFERENCE MARK NUMBER EY3985'1 BUT NO TRACE OF A MARK COULD BE FOUND. THE ARTESIAN WELL NEAR EY3985'REFERENCE MARK NUMBER 1 WAS RECOVERED BUT ONE OF THE TWO LOG EY3985'BUILDINGS HAS BEEN REMOVED. EY3985 EY3985 STATION RECOVERY (1979) EY3985 EY3985'RECOVERY NOTE BY US ENGINEERS 1979 (GRN) EY3985'BELHAVEN 1935 FOUND GOOD, ABOUT 0.5 FEET BELOW SURFACE, DESCRIPTION EY3985'ADEQUATE. EY3985 EY3985 STATION RECOVERY (1984) EY3985 EY3985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY3985'IN BELHAVEN. EY3985'THE STATION IS LOCATED IN BELHAVEN. ALONG US 264 BUSINESS (MAIN EY3985'STREET) FOR 2.3 KM (1.45 MI) SOUTHEAST FROM THE INTERSECTION WITH NC EY3985'92, ON THE GOFF PROPERTY NEAR THE CITY RECREATION PARK. THE STATION EY3985'IS LOCATED 58.8 METERS (193 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF EY3985'MAIN STREET, 12.6 METERS (41.5 FT) WEST-NORTHWEST OF A CHAIN LINK EY3985'FENCE AROUND THE PARK, 24.3 METERS (79.6 FT) EAST-SOUTHEAST OF A EY3985'CONCRETE BLOCK WALL--AND 8.5 METERS (28.0 FT) NORTH OF A 30-INCH EY3985'PINE, 9.4 METERS (31.0 FT) NORTHEAST OF A 24-INCH PINE--BOTH WITH EY3985'REFERENCE TAGS. MARK IS ABOUT LEVEL WITH STREET. EY3985 EY3985 STATION RECOVERY (2004) EY3985 EY3985'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY3985'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3983 *********************************************************************** EY3983 DESIGNATION - BELHAVEN CITY HALL SPIRE EY3983 PID - EY3983 EY3983 STATE/COUNTY- NC/BEAUFORT EY3983 USGS QUAD - BELHAVEN (1974) EY3983 EY3983 *CURRENT SURVEY CONTROL EY3983 ___________________________________________________________________ EY3983* NAD 83(1986)- 35 32 20.34044(N) 076 37 17.93479(W) ADJUSTED EY3983* NAVD 88 - EY3983 ___________________________________________________________________ EY3983 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY3983 GEOID HEIGHT- -37.17 (meters) GEOID03 EY3983 EY3983 HORZ ORDER - THIRD EY3983 EY3983.The North Carolina HARNS have been completed but, EY3983.due to contractual restrictions, coordinates for these stations EY3983.will NOT be published in the near future. In the interim, the EY3983.published coordinates in North Carolina will not be EY3983.consistent with the Continuously Operating Reference Stations EY3983.(CORS). The HARN coordinates for these stations are available EY3983.upon request. Contact Gary Thompson(919-733-3836). EY3983. EY3983.In addition, the published North Carolina positions EY3983.(NAD 83 (1986)) are NOT consistent with those determined in EY3983.adjacent state readjustments. The discontinuity between stations EY3983.located in North Carolina and those in adjacent states EY3983.which have been adjusted to the HARN may be as much as 5 EY3983.decimeters. This will result in a significant loss of accuracy EY3983.over lines crossing such state borders. EY3983 EY3983 EY3983.The horizontal coordinates were established by classical geodetic methods EY3983.and adjusted by the National Geodetic Survey in July 1986. EY3983 EY3983 EY3983.The Laplace correction was computed from DEFLEC99 derived deflections. EY3983 EY3983.The geoid height was determined by GEOID03. EY3983 EY3983; North East Units Scale Factor Converg. EY3983;SPC NC - 201,036.316 825,237.881 MT 0.99988511 +1 22 21.8 EY3983;SPC NC - 659,566.65 2,707,467.95 sFT 0.99988511 +1 22 21.8 EY3983;UTM 18 - 3,934,026.374 352,992.339 MT 0.99986632 -0 56 33.9 EY3983 EY3983 SUPERSEDED SURVEY CONTROL EY3983 EY3983 NAD 27 - 35 32 19.73000(N) 076 37 19.18000(W) AD( ) 3 EY3983 EY3983.Superseded values are not recommended for survey control. EY3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3983.See file dsdata.txt to determine how the superseded data were derived. EY3983 EY3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5299234026(NAD 83) EY3983_MARKER: 89 = SPIRE EY3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY3983+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004 EY3983 EY3983 HISTORY - Date Condition Report By EY3983 HISTORY - 1933 FIRST OBSERVED CGS EY3983 HISTORY - 1949 GOOD CGS EY3983 HISTORY - 1967 GOOD USE EY3983 HISTORY - 19830101 POOR NCGS EY3983 HISTORY - 1985 GOOD USPSQD EY3983 HISTORY - 20040321 GOOD USPSQD EY3983 EY3983 STATION DESCRIPTION EY3983 EY3983'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3983'RECOVERED IN GOOD CONDITION. EY3983' EY3983'THE STATION IS THE SPIRE ON THE W (FRONT) END OF THE CITY HALL, EY3983'LOCATED ON MAIN STREET JUST W OF THE SCHOOL, A THREE-STORY EY3983'TIN-ROOFED BUILDING. EY3983 EY3983 STATION RECOVERY (1967) EY3983 EY3983'RECOVERY NOTE BY US ENGINEERS 1967 EY3983'THE STATION IS THE SPIRE ON THE W END OF THE BELHAVEN CITY HALL. EY3983' EY3983'STATION IS LOCATED ON THE CORNER OF ALLEN AND E MAIN STREETS, EY3983'AND IN THE TOP OF THE THREE-STORY SHINGLE ROOFED BELHAVEN CITY HALL. EY3983' EY3983'TO REACH THE STATION IN BELHAVEN PROCEED TO THE INTERSECTION OF EY3983'ALLEN AND E MAIN STREETS AND STATION SITE. EY3983 EY3983 STATION RECOVERY (1983) EY3983 EY3983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3983'STATION WAS RECOVERED IN POOR CONDITION. THE BUILDING HAS APPARENTLY EY3983'SETTLED, THE SPIRE IS NOW LEANING IN AN EASTERLY DIRECTION. NO EY3983'OBSERVATION WAS MADE AT THIS TIME. EY3983 EY3983 STATION RECOVERY (1985) EY3983 EY3983'RECOVERY NOTE BY US POWER SQUADRON 1985 (DRB) EY3983'RECOVERED IN GOOD CONDITION. EY3983 EY3983 STATION RECOVERY (2004) EY3983 EY3983'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY3983'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3984 *********************************************************************** EY3984 DESIGNATION - BELHAVEN MUNICIPAL TANK EY3984 PID - EY3984 EY3984 STATE/COUNTY- NC/BEAUFORT EY3984 USGS QUAD - BELHAVEN (1974) EY3984 EY3984 *CURRENT SURVEY CONTROL EY3984 ___________________________________________________________________ EY3984* NAD 83(1986)- 35 32 23.38081(N) 076 37 27.29874(W) ADJUSTED EY3984* NAVD 88 - EY3984 ___________________________________________________________________ EY3984 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY3984 GEOID HEIGHT- -37.16 (meters) GEOID03 EY3984 EY3984 HORZ ORDER - THIRD EY3984 EY3984.The North Carolina HARNS have been completed but, EY3984.due to contractual restrictions, coordinates for these stations EY3984.will NOT be published in the near future. In the interim, the EY3984.published coordinates in North Carolina will not be EY3984.consistent with the Continuously Operating Reference Stations EY3984.(CORS). The HARN coordinates for these stations are available EY3984.upon request. Contact Gary Thompson(919-733-3836). EY3984. EY3984.In addition, the published North Carolina positions EY3984.(NAD 83 (1986)) are NOT consistent with those determined in EY3984.adjacent state readjustments. The discontinuity between stations EY3984.located in North Carolina and those in adjacent states EY3984.which have been adjusted to the HARN may be as much as 5 EY3984.decimeters. This will result in a significant loss of accuracy EY3984.over lines crossing such state borders. EY3984 EY3984 EY3984.The horizontal coordinates were established by classical geodetic methods EY3984.and adjusted by the National Geodetic Survey in July 1986. EY3984 EY3984 EY3984.The Laplace correction was computed from DEFLEC99 derived deflections. EY3984 EY3984.The geoid height was determined by GEOID03. EY3984 EY3984; North East Units Scale Factor Converg. EY3984;SPC NC - 201,124.334 824,999.851 MT 0.99988519 +1 22 16.4 EY3984;SPC NC - 659,855.42 2,706,687.01 sFT 0.99988519 +1 22 16.4 EY3984;UTM 18 - 3,934,123.935 352,758.064 MT 0.99986717 -0 56 39.5 EY3984 EY3984 SUPERSEDED SURVEY CONTROL EY3984 EY3984 NAD 27 - 35 32 22.78600(N) 076 37 28.54100(W) AD( ) 3 EY3984 EY3984.Superseded values are not recommended for survey control. EY3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3984.See file dsdata.txt to determine how the superseded data were derived. EY3984 EY3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5275834124(NAD 83) EY3984_MARKER: 51 = TANK EY3984 EY3984 HISTORY - Date Condition Report By EY3984 HISTORY - 1933 FIRST OBSERVED CGS EY3984 HISTORY - 1935 GOOD CGS EY3984 HISTORY - 1964 GOOD CGS EY3984 HISTORY - 1967 GOOD USE EY3984 HISTORY - 19820421 GOOD NCGS EY3984 HISTORY - 1985 GOOD USPSQD EY3984 EY3984 STATION DESCRIPTION EY3984 EY3984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3984'THE STATION IS THE TALL BLACK WATER TOWER LOCATED IN THE W PART OF EY3984'BELHAVEN ON THE S SIDE OF THE CONCRETE HIGHWAY TO WASHINGTON. IT HAS EY3984'A ROUND KNOB FINIAL. EY3984' EY3984'THE POSITION CHECKS THAT OF THE 1933 WORK. EY3984' EY3984'THIS IS AN INTERSECTION STATION. EY3984 EY3984 STATION RECOVERY (1964) EY3984 EY3984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY3984'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. EY3984'STATION IS NOW PAINTED SILVER. EY3984 EY3984 STATION RECOVERY (1967) EY3984 EY3984'RECOVERY NOTE BY US ENGINEERS 1967 EY3984'THE STATION IS THE ROUND KNOB FINIAL ON THE TOP OF A TALL WATER TOWER EY3984'PAINTED SILVER. EY3984' EY3984'THE STATION IS LOCATED IN THE W PART OF BELHAVEN ON THE S SIDE OF THE EY3984'CONCRETE HIGHWAY TO WASHINGTON AND SW OF THE FIRE DEPARTMENT WHICH EY3984'IS LOCATED ON MAIN STREET. EY3984' EY3984'TO REACH THE STATION PROCEED SE ON MAIN STREET IN BELHAVEN UNTIL YOU EY3984'REACH THE FIRE DEPARTMENT AND STATION SITE. IT IS THE ONLY WATER EY3984'TANK IN BELHAVEN. EY3984 EY3984 STATION RECOVERY (1982) EY3984 EY3984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY3984'RECOVERED AS DESCRIBED. TANK IS NOW BLUE AND IS THE SMALLER OF TWO IN EY3984'BELHAVEN. EY3984 EY3984 STATION RECOVERY (1985) EY3984 EY3984'RECOVERY NOTE BY US POWER SQUADRON 1985 (DRB) EY3984'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9107 *********************************************************************** AF9107 DESIGNATION - BELHAVEN NEW MUNICIPAL TANK AF9107 PID - AF9107 AF9107 STATE/COUNTY- NC/BEAUFORT AF9107 USGS QUAD - PANTEGO (1974) AF9107 AF9107 *CURRENT SURVEY CONTROL AF9107 ___________________________________________________________________ AF9107* NAD 83(1986)- 35 32 48.02031(N) 076 37 31.79180(W) ADJUSTED AF9107* NAVD 88 - AF9107 ___________________________________________________________________ AF9107 LAPLACE CORR- -2.44 (seconds) DEFLEC99 AF9107 GEOID HEIGHT- -37.15 (meters) GEOID03 AF9107 AF9107 HORZ ORDER - THIRD AF9107 AF9107.The North Carolina HARNS have been completed but, AF9107.due to contractual restrictions, coordinates for these stations AF9107.will NOT be published in the near future. In the interim, the AF9107.published coordinates in North Carolina will not be AF9107.consistent with the Continuously Operating Reference Stations AF9107.(CORS). The HARN coordinates for these stations are available AF9107.upon request. Contact Gary Thompson(919-733-3836). AF9107. AF9107.In addition, the published North Carolina positions AF9107.(NAD 83 (1986)) are NOT consistent with those determined in AF9107.adjacent state readjustments. The discontinuity between stations AF9107.located in North Carolina and those in adjacent states AF9107.which have been adjusted to the HARN may be as much as 5 AF9107.decimeters. This will result in a significant loss of accuracy AF9107.over lines crossing such state borders. AF9107 AF9107 AF9107.The horizontal coordinates were established by classical geodetic methods AF9107.and adjusted by the National Geodetic Survey in July 1998. AF9107 AF9107 AF9107.The Laplace correction was computed from DEFLEC99 derived deflections. AF9107 AF9107.The geoid height was determined by GEOID03. AF9107 AF9107; North East Units Scale Factor Converg. AF9107;SPC NC - 201,880.702 824,868.556 MT 0.99988579 +1 22 13.8 AF9107;SPC NC - 662,336.94 2,706,256.25 sFT 0.99988579 +1 22 13.8 AF9107;UTM 18 - 3,934,884.976 352,657.437 MT 0.99986754 -0 56 42.6 AF9107 AF9107 SUPERSEDED SURVEY CONTROL AF9107 AF9107.No superseded survey control is available for this station. AF9107 AF9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5265734885(NAD 83) AF9107_MARKER: 51 = TANK AF9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF9107+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004 AF9107 AF9107 HISTORY - Date Condition Report By AF9107 HISTORY - 1982 FIRST OBSERVED NCGS AF9107 HISTORY - 20040321 GOOD USPSQD AF9107 AF9107 STATION DESCRIPTION AF9107 AF9107'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 AF9107'STATION IS LOCATED IN BELHAVEN-THE LARGER OF TWO TANKS. PROCEED ALONG AF9107'US 264 BUSINESS FOR 0.35 MI (0.56 KM) SOUTHEAST FROM NC 92 TO LEE AF9107'STREET, THENCE ALONG LEE STREET FOR 0.2 MI (0.3 KM) EAST TO THE TANK AF9107'ON THE LEFT. TANK IS ABOUT 200 FEET (61.0 M) TALL, PAINTED BLUE, AF9107'SUPPORTED BY FOUR LEGS AND A CENTER STANDPIPE. A SHORT STEM ON TOP AF9107'THE TANK CAP IS THE POINT OF INTERSECTION. AF9107 AF9107 STATION RECOVERY (2004) AF9107 AF9107'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) AF9107'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3989 *********************************************************************** EY3989 DESIGNATION - BELLHAVEN METH CHURCH SPIRE EY3989 PID - EY3989 EY3989 STATE/COUNTY- NC/BEAUFORT EY3989 USGS QUAD - BELHAVEN (1974) EY3989 EY3989 *CURRENT SURVEY CONTROL EY3989 ___________________________________________________________________ EY3989* NAD 83(1986)- 35 32 10.52188(N) 076 37 05.78257(W) ADJUSTED EY3989* NAVD 88 - EY3989 ___________________________________________________________________ EY3989 LAPLACE CORR- -2.35 (seconds) DEFLEC99 EY3989 GEOID HEIGHT- -37.17 (meters) GEOID03 EY3989 EY3989 HORZ ORDER - THIRD EY3989 EY3989.The North Carolina HARNS have been completed but, EY3989.due to contractual restrictions, coordinates for these stations EY3989.will NOT be published in the near future. In the interim, the EY3989.published coordinates in North Carolina will not be EY3989.consistent with the Continuously Operating Reference Stations EY3989.(CORS). The HARN coordinates for these stations are available EY3989.upon request. Contact Gary Thompson(919-733-3836). EY3989. EY3989.In addition, the published North Carolina positions EY3989.(NAD 83 (1986)) are NOT consistent with those determined in EY3989.adjacent state readjustments. The discontinuity between stations EY3989.located in North Carolina and those in adjacent states EY3989.which have been adjusted to the HARN may be as much as 5 EY3989.decimeters. This will result in a significant loss of accuracy EY3989.over lines crossing such state borders. EY3989 EY3989 EY3989.The horizontal coordinates were established by classical geodetic methods EY3989.and adjusted by the National Geodetic Survey in July 1986. EY3989 EY3989 EY3989.The Laplace correction was computed from DEFLEC99 derived deflections. EY3989 EY3989.The geoid height was determined by GEOID03. EY3989 EY3989; North East Units Scale Factor Converg. EY3989;SPC NC - 200,741.172 825,551.136 MT 0.99988488 +1 22 28.8 EY3989;SPC NC - 658,598.33 2,708,495.69 sFT 0.99988488 +1 22 28.8 EY3989;UTM 18 - 3,933,718.820 353,293.408 MT 0.99986523 -0 56 26.7 EY3989 EY3989 SUPERSEDED SURVEY CONTROL EY3989 EY3989 NAD 27 - 35 32 09.92300(N) 076 37 07.03000(W) AD( ) 3 EY3989 EY3989.Superseded values are not recommended for survey control. EY3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3989.See file dsdata.txt to determine how the superseded data were derived. EY3989 EY3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5329333719(NAD 83) EY3989_MARKER: 90 = CHURCH SPIRE EY3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY3989+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004 EY3989 EY3989 HISTORY - Date Condition Report By EY3989 HISTORY - 1914 FIRST OBSERVED CGS EY3989 HISTORY - 1949 GOOD CGS EY3989 HISTORY - 1967 GOOD USE EY3989 HISTORY - 20040321 GOOD USPSQD EY3989 EY3989 STATION DESCRIPTION EY3989 EY3989'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3989'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS-- EY3989' EY3989'STATION IS THE SPIRE OF THE TRINITY METHODIST CHURCH LOCATED EY3989'AT THE NW CORNER OF THE INTERSECTION OF MAIN AND EDWARD STREETS EY3989'IN BELHAVEN. EY3989 EY3989 STATION RECOVERY (1967) EY3989 EY3989'RECOVERY NOTE BY US ENGINEERS 1967 EY3989'STATION IS THE SPIRE ON TOP OF THE TRINITY METHODIST CHURCH EY3989'IN BELHAVEN. EY3989' EY3989'STATION IS LOCATED AT THE NE CORNER OF THE INTERSECTION OF MAIN EY3989'AND EDWARDS STREETS. EY3989' EY3989'TO REACH GO TO THE INTERSECTION OF MAIN AND EDWARDS STREETS IN EY3989'BELHAVEN AND STATION SITE. EY3989 EY3989 STATION RECOVERY (2004) EY3989 EY3989'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY3989'CHURCH IS NOW TRINITY METH. CHURCH 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3278 *********************************************************************** EY3278 DESIGNATION - BELT EY3278 PID - EY3278 EY3278 STATE/COUNTY- NC/BEAUFORT EY3278 USGS QUAD - PONZER (1983) EY3278 EY3278 *CURRENT SURVEY CONTROL EY3278 ___________________________________________________________________ EY3278* NAD 83(1986)- 35 33 57.26846(N) 076 29 29.54166(W) ADJUSTED EY3278* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3278 ___________________________________________________________________ EY3278 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EY3278 GEOID HEIGHT- -37.39 (meters) GEOID03 EY3278 EY3278 HORZ ORDER - SECOND EY3278 EY3278.The North Carolina HARNS have been completed but, EY3278.due to contractual restrictions, coordinates for these stations EY3278.will NOT be published in the near future. In the interim, the EY3278.published coordinates in North Carolina will not be EY3278.consistent with the Continuously Operating Reference Stations EY3278.(CORS). The HARN coordinates for these stations are available EY3278.upon request. Contact Gary Thompson(919-733-3836). EY3278. EY3278.In addition, the published North Carolina positions EY3278.(NAD 83 (1986)) are NOT consistent with those determined in EY3278.adjacent state readjustments. The discontinuity between stations EY3278.located in North Carolina and those in adjacent states EY3278.which have been adjusted to the HARN may be as much as 5 EY3278.decimeters. This will result in a significant loss of accuracy EY3278.over lines crossing such state borders. EY3278 EY3278 EY3278.The horizontal coordinates were established by classical geodetic methods EY3278.and adjusted by the National Geodetic Survey in July 1986. EY3278 EY3278.The orthometric height was scaled from a topographic map. EY3278 EY3278.The Laplace correction was computed from DEFLEC99 derived deflections. EY3278 EY3278.The geoid height was determined by GEOID03. EY3278 EY3278; North East Units Scale Factor Converg. EY3278;SPC NC - 204,312.665 836,956.504 MT 0.99988757 +1 26 52.1 EY3278;SPC NC - 670,315.80 2,745,914.80 sFT 0.99988757 +1 26 52.1 EY3278;UTM 18 - 3,936,826.479 364,833.280 MT 0.99982514 -0 52 03.6 EY3278 EY3278! - Elev Factor x Scale Factor = Combined Factor EY3278!SPC NC - 1.00000576 x 0.99988757 = 0.99989333 EY3278!UTM 18 - 1.00000576 x 0.99982514 = 0.99983090 EY3278 EY3278: Primary Azimuth Mark Grid Az EY3278:SPC NC - DURDEN 007 14 14.7 EY3278:UTM 18 - DURDEN 009 33 10.4 EY3278 EY3278|---------------------------------------------------------------------| EY3278| PID Reference Object Distance Geod. Az | EY3278| dddmmss.s | EY3278| EY0072 DURDEN APPROX. 1.5 KM 0084106.8 | EY3278| EY4787 BELT RM 1 11.018 METERS 21132 | EY3278| EY4788 BELT RM 2 26.359 METERS 21135 | EY3278|---------------------------------------------------------------------| EY3278 EY3278 SUPERSEDED SURVEY CONTROL EY3278 EY3278 NAD 27 - 35 33 56.67200(N) 076 29 30.80600(W) AD( ) 2 EY3278 EY3278.Superseded values are not recommended for survey control. EY3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3278.See file dsdata.txt to determine how the superseded data were derived. EY3278 EY3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6483336826(NAD 83) EY3278_MARKER: DS = TRIANGULATION STATION DISK EY3278_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3278_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3278 EY3278 HISTORY - Date Condition Report By EY3278 HISTORY - 1934 MONUMENTED CGS EY3278 HISTORY - 1935 GOOD CGS EY3278 HISTORY - 1949 GOOD CGS EY3278 EY3278 STATION DESCRIPTION EY3278 EY3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3278'STATION IS ON THE WESTERN SHORE OF THE PUNGO RIVER, 3/4 MILE EY3278'SW OF LEECHVILLE, ON THE N END OF A WOODED FASTLAND ISLAND IN EY3278'THE MARSH, (ISLAND RUNS N AND S AND IS 50 YARDS E OF MAINLAND) EY3278'300 YARDS W OF HIGH WATER. EY3278' EY3278'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3278'CONCRETE IN THE TOP OF A TILE. EY3278 EY3278 STATION RECOVERY (1935) EY3278 EY3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3278'THE STATION WAS RECOVERED IN GOOD CONDITION. THE REFERENCE EY3278'MARKS WERE REMEASURED AND THE DISTANCE FROM THE STATION TO EY3278'REFERENCE MARK NO 2 WAS FOUND TO BE 86.48 FEET INSTEAD OF 86.54 EY3278'FEET. THE DISTANCE BETWEEN THE REFERENCE MARKS WAS MEASURED EY3278'50.33 FEET. THE DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED EY3278'WITHIN LIMITS. EY3278 EY3278 STATION RECOVERY (1949) EY3278 EY3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3278'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY3278'TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO EY3278'BE CORRECT. ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION EY3278'FOLLOWS-- EY3278' EY3278'STATION IS BACK OF A MARSH POINT FORMED BY THE PUNGO RIVER AND EY3278'STYRON CREEK, APPROXIMATELY 3/4 MILE SW OF LEECHVILLE, ON THE EY3278'N TIP OF THE LARGER AND MORE W OF TWO BRUSH-COVERED ISLANDS EY3278'IN THE MARSH, 12.0 FEET N OF THE MOST N PINE TREE WHICH IS BLAZED. EY3278' EY3278'STATION MARK IS A BRONZE STATION DISK, STAMPED BELT 1934, SET EY3278'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, FLUSH WITH THE EY3278'GROUND. EY3278' EY3278'R.M. 1 IS S OF THE STATION, IN LINE WITH THE RIGHT SIDE OF EY3278'THE BLAZED PINE TREE. IT IS A BRONZE REFERENCE DISK, STAMPED EY3278'BELT NO 1 1934, SET IN CONCRETE AT THE CENTER OF THE TOP OF A EY3278'TILE, FLUSH WITH THE GROUND. EY3278' EY3278'R.M. 2 IS S OF THE STATION AND APPROXIMATELY IN LINE WITH EY3278'R.M. 1. IT IS A BRONZE REFERENCE DISK, STAMPED BELT NO 2 1934, EY3278'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, FLUSH WITH EY3278'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3509 *********************************************************************** EY3509 DESIGNATION - BERRY EY3509 PID - EY3509 EY3509 STATE/COUNTY- NC/BEAUFORT EY3509 USGS QUAD - SOUTH CREEK (1993) EY3509 EY3509 *CURRENT SURVEY CONTROL EY3509 ___________________________________________________________________ EY3509* NAD 83(1986)- 35 21 35.73937(N) 076 41 53.94855(W) ADJUSTED EY3509* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3509 ___________________________________________________________________ EY3509 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3509 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3509 EY3509 HORZ ORDER - THIRD EY3509 EY3509.The North Carolina HARNS have been completed but, EY3509.due to contractual restrictions, coordinates for these stations EY3509.will NOT be published in the near future. In the interim, the EY3509.published coordinates in North Carolina will not be EY3509.consistent with the Continuously Operating Reference Stations EY3509.(CORS). The HARN coordinates for these stations are available EY3509.upon request. Contact Gary Thompson(919-733-3836). EY3509. EY3509.In addition, the published North Carolina positions EY3509.(NAD 83 (1986)) are NOT consistent with those determined in EY3509.adjacent state readjustments. The discontinuity between stations EY3509.located in North Carolina and those in adjacent states EY3509.which have been adjusted to the HARN may be as much as 5 EY3509.decimeters. This will result in a significant loss of accuracy EY3509.over lines crossing such state borders. EY3509 EY3509 EY3509.The horizontal coordinates were established by classical geodetic methods EY3509.and adjusted by the National Geodetic Survey in July 1986. EY3509 EY3509.The orthometric height was scaled from a topographic map. EY3509 EY3509.The Laplace correction was computed from DEFLEC99 derived deflections. EY3509 EY3509.The geoid height was determined by GEOID03. EY3509 EY3509; North East Units Scale Factor Converg. EY3509;SPC NC - 181,014.162 818,748.224 MT 0.99987437 +1 19 42.5 EY3509;SPC NC - 593,877.30 2,686,176.46 sFT 0.99987437 +1 19 42.5 EY3509;UTM 18 - 3,914,282.494 345,699.721 MT 0.99989341 -0 58 58.9 EY3509 EY3509! - Elev Factor x Scale Factor = Combined Factor EY3509!SPC NC - 1.00000574 x 0.99987437 = 0.99988011 EY3509!UTM 18 - 1.00000574 x 0.99989341 = 0.99989915 EY3509 EY3509: Primary Azimuth Mark Grid Az EY3509:SPC NC - HICK 059 05 12.3 EY3509:UTM 18 - HICK 061 23 53.7 EY3509 EY3509|---------------------------------------------------------------------| EY3509| PID Reference Object Distance Geod. Az | EY3509| dddmmss.s | EY3509| EY4790 BERRY RM 18.585 METERS 01325 | EY3509| EY3520 HICK APPROX. 0.6 KM 0602454.8 | EY3509|---------------------------------------------------------------------| EY3509 EY3509 SUPERSEDED SURVEY CONTROL EY3509 EY3509 NAD 27 - 35 21 35.13900(N) 076 41 55.20000(W) AD( ) 3 EY3509 EY3509.Superseded values are not recommended for survey control. EY3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3509.See file dsdata.txt to determine how the superseded data were derived. EY3509 EY3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4570014282(NAD 83) EY3509_MARKER: DS = TRIANGULATION STATION DISK EY3509_SETTING: 0 = UNSPECIFIED SETTING EY3509 EY3509 HISTORY - Date Condition Report By EY3509 HISTORY - 1935 MONUMENTED CGS EY3509 HISTORY - 1948 GOOD CGS EY3509 EY3509 STATION DESCRIPTION EY3509 EY3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3509'STATION IS ON THE N SIDE OF SOUTH CREEK 3/8 MILE FROM HICKORY EY3509'POINT ON A POINT OF LAND WHICH IS THE FIRST SW OF HICKORY EY3509'POINT. STATION IS ON A TREE LINE. FROM THE STATION, SHORE LINE EY3509'IS 6 METERS S, 25 METERS E. CENTER OF GROUP OF 4 PINES IS 5 EY3509'METERS N. STATION IS IN FAST LAND. EY3509' EY3509'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3509'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3509' EY3509'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED EY3509'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3509 EY3509 STATION RECOVERY (1948) EY3509 EY3509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3509'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3509'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL EY3509'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3509'INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3509' EY3509'STATION IS ON THE N SIDE OF SOUTH CREEK, 3/8 MILE FROM EY3509'HICKORY POINT, ON A POINT OF LAND WHICH IS THE FIRST SW OF EY3509'HICKORY POINT. THIS POINT IS COVERED WITH PINE AND SURROUNDED EY3509'BY MARSH. A DITCH THROUGH THE MARSH IS ABOUT 140 METERS NE OF EY3509'THE STATION. FROM THE STATION, SHORELINE IS 0.6 METER S, 23 EY3509'METERS E. CENTER OF GROUP OF FOUR PINES IS 5 METERS N, A EY3509'12-INCH BLAZED PINE IS 5 FEET N. EY3509' EY3509'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED EY3509'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK IS STAMPED EY3509'BERRY 1935. EY3509' EY3509'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN TOP OF A EY3509'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK EY3509'IS STAMPED BERRY 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5898 *********************************************************************** AE5898 DESIGNATION - BETH AE5898 PID - AE5898 AE5898 STATE/COUNTY- NC/BEAUFORT AE5898 USGS QUAD - BLOUNTS BAY (1993) AE5898 AE5898 *CURRENT SURVEY CONTROL AE5898 ___________________________________________________________________ AE5898* NAD 83(1986)- 35 22 52.85342(N) 076 59 18.39152(W) ADJUSTED AE5898* NAVD 88 - 8.848 (meters) 29.03 (feet) ADJUSTED AE5898 ___________________________________________________________________ AE5898 LAPLACE CORR- -2.24 (seconds) DEFLEC99 AE5898 GEOID HEIGHT- -36.88 (meters) GEOID03 AE5898 DYNAMIC HT - 8.840 (meters) 29.00 (feet) COMP AE5898 MODELED GRAV- 979,752.5 (mgal) NAVD 88 AE5898 AE5898 HORZ ORDER - SECOND AE5898 VERT ORDER - SECOND CLASS II AE5898 AE5898.The North Carolina HARNS have been completed but, AE5898.due to contractual restrictions, coordinates for these stations AE5898.will NOT be published in the near future. In the interim, the AE5898.published coordinates in North Carolina will not be AE5898.consistent with the Continuously Operating Reference Stations AE5898.(CORS). The HARN coordinates for these stations are available AE5898.upon request. Contact Gary Thompson(919-733-3836). AE5898. AE5898.In addition, the published North Carolina positions AE5898.(NAD 83 (1986)) are NOT consistent with those determined in AE5898.adjacent state readjustments. The discontinuity between stations AE5898.located in North Carolina and those in adjacent states AE5898.which have been adjusted to the HARN may be as much as 5 AE5898.decimeters. This will result in a significant loss of accuracy AE5898.over lines crossing such state borders. AE5898 AE5898 AE5898.The horizontal coordinates were established by classical geodetic methods AE5898.and adjusted by the National Geodetic Survey in April 1998. AE5898 AE5898.The orthometric height was determined by differential leveling AE5898.and adjusted by the National Geodetic Survey in June 1998. AE5898 AE5898.The Laplace correction was computed from DEFLEC99 derived deflections. AE5898 AE5898.The geoid height was determined by GEOID03. AE5898 AE5898.The dynamic height is computed by dividing the NAVD 88 AE5898.geopotential number by the normal gravity value computed on the AE5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5898.degrees latitude (g = 980.6199 gals.). AE5898 AE5898.The modeled gravity was interpolated from observed gravity values. AE5898 AE5898; North East Units Scale Factor Converg. AE5898;SPC NC - 182,817.205 792,341.314 MT 0.99987514 +1 09 39.6 AE5898;SPC NC - 599,792.78 2,599,539.79 sFT 0.99987514 +1 09 39.6 AE5898;UTM 18 - 3,917,149.585 319,385.163 MT 1.00000203 -1 09 05.9 AE5898 AE5898! - Elev Factor x Scale Factor = Combined Factor AE5898!SPC NC - 1.00000440 x 0.99987514 = 0.99987954 AE5898!UTM 18 - 1.00000440 x 1.00000203 = 1.00000643 AE5898 AE5898 SUPERSEDED SURVEY CONTROL AE5898 AE5898 NGVD 29 (04/29/98) 9.17 (m) 30.1 (f) LEVELING 3 AE5898 AE5898.Superseded values are not recommended for survey control. AE5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5898.See file dsdata.txt to determine how the superseded data were derived. AE5898 AE5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1938517150(NAD 83) AE5898_MARKER: DH = HORIZONTAL CONTROL DISK AE5898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5898_STAMPING: BETH 1983 AE5898_MARK LOGO: NCGS AE5898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5898+STABILITY: SURFACE MOTION AE5898 AE5898 HISTORY - Date Condition Report By AE5898 HISTORY - 1983 MONUMENTED NCGS AE5898 AE5898 STATION DESCRIPTION AE5898 AE5898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5898'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST-NORTHWEST OF COXS AE5898'CROSSROADS AND 18.2 KM (11.30 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC AE5898'33 FOR 3.6 KM (2.25 MI) NORTH OF THE BLOUNTS CREEK POST OFFICE AT COXS AE5898'CROSSROADS. MARK IS FLUSH WITH GROUND. LOCATED 7.9 M (25.9 FT) AE5898'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.3 M (138.8 FT) AE5898'SOUTH OF THE CENTER OF A DIRT DRIVEWAY, 75 M (246.1 FT) NORTHWEST OF AE5898'THE EAST END OF A CONCRETE BOX CULVERT, AND 7.4 M (24.3 FT) SOUTHEAST AE5898'OF AN 18-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3279 *********************************************************************** EY3279 DESIGNATION - BIGHT EY3279 PID - EY3279 EY3279 STATE/COUNTY- NC/BEAUFORT EY3279 USGS QUAD - PONZER (1983) EY3279 EY3279 *CURRENT SURVEY CONTROL EY3279 ___________________________________________________________________ EY3279* NAD 83(1986)- 35 33 16.01495(N) 076 28 38.24322(W) ADJUSTED EY3279* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3279 ___________________________________________________________________ EY3279 LAPLACE CORR- -4.07 (seconds) DEFLEC99 EY3279 GEOID HEIGHT- -37.43 (meters) GEOID03 EY3279 EY3279 HORZ ORDER - THIRD EY3279 EY3279.The North Carolina HARNS have been completed but, EY3279.due to contractual restrictions, coordinates for these stations EY3279.will NOT be published in the near future. In the interim, the EY3279.published coordinates in North Carolina will not be EY3279.consistent with the Continuously Operating Reference Stations EY3279.(CORS). The HARN coordinates for these stations are available EY3279.upon request. Contact Gary Thompson(919-733-3836). EY3279. EY3279.In addition, the published North Carolina positions EY3279.(NAD 83 (1986)) are NOT consistent with those determined in EY3279.adjacent state readjustments. The discontinuity between stations EY3279.located in North Carolina and those in adjacent states EY3279.which have been adjusted to the HARN may be as much as 5 EY3279.decimeters. This will result in a significant loss of accuracy EY3279.over lines crossing such state borders. EY3279 EY3279 EY3279.The horizontal coordinates were established by classical geodetic methods EY3279.and adjusted by the National Geodetic Survey in July 1986. EY3279 EY3279.The orthometric height was scaled from a topographic map. EY3279 EY3279.The Laplace correction was computed from DEFLEC99 derived deflections. EY3279 EY3279.The geoid height was determined by GEOID03. EY3279 EY3279; North East Units Scale Factor Converg. EY3279;SPC NC - 203,074.527 838,280.045 MT 0.99988650 +1 27 21.7 EY3279;SPC NC - 666,253.68 2,750,257.11 sFT 0.99988650 +1 27 21.7 EY3279;UTM 18 - 3,935,535.965 366,105.639 MT 0.99982093 -0 51 32.9 EY3279 EY3279! - Elev Factor x Scale Factor = Combined Factor EY3279!SPC NC - 1.00000577 x 0.99988650 = 0.99989226 EY3279!UTM 18 - 1.00000577 x 0.99982093 = 0.99982669 EY3279 EY3279: Primary Azimuth Mark Grid Az EY3279:SPC NC - SWAMP 318 41 02.3 EY3279:UTM 18 - SWAMP 320 59 56.9 EY3279 EY3279|---------------------------------------------------------------------| EY3279| PID Reference Object Distance Geod. Az | EY3279| dddmmss.s | EY3279| EY3299 SWAMP APPROX. 1.1 KM 3200824.0 | EY3279| EY4791 BIGHT RM 14.360 METERS 35608 | EY3279|---------------------------------------------------------------------| EY3279 EY3279 SUPERSEDED SURVEY CONTROL EY3279 EY3279 NAD 27 - 35 33 15.41400(N) 076 28 39.50800(W) AD( ) 3 EY3279 EY3279.Superseded values are not recommended for survey control. EY3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3279.See file dsdata.txt to determine how the superseded data were derived. EY3279 EY3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6610635536(NAD 83) EY3279_MARKER: DS = TRIANGULATION STATION DISK EY3279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3279_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3279 EY3279 HISTORY - Date Condition Report By EY3279 HISTORY - 1914 MONUMENTED CGS EY3279 HISTORY - 1934 MARK NOT FOUND CGS EY3279 HISTORY - 1950 MARK NOT FOUND CGS EY3279 EY3279 STATION DESCRIPTION EY3279 EY3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3279'STATION IS ON THE W SIDE OF PUNGO RIVER, ABOUT 1-1/2 MILES EY3279'ABOVE THE POINT WHERE THE RIVER TURNS ABRUPTLY FROM S TO W, EY3279'ON A POINT OF EXTENSIVE MARSHLAND WHICH JUTS OUT IN THE RIVER EY3279'AND NARROWS THE CHANNEL, ON THE S FACE OF THE MARSH. EY3279' EY3279'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN EY3279'TILE AND CONCRETE. EY3279' EY3279'THE REFERENCE MARK IS 14.36 METERS (47.1 FEET) FROM THE STATION EY3279'N 03 DEG 52 MIN W. EY3279' EY3279'THE MIDDLE OF A SMALL ISLAND OF MARSH GRASS, ABOUT 100 YARDS EY3279'OFFSHORE, IS S 48 DEG 02 MIN E FROM THE STATION. EY3279 EY3279 STATION RECOVERY (1934) EY3279 EY3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3279'UNABLE TO LOCATE STATION. PROBABLY DESTROYED BY EROSION OF EY3279'SHORE LINE. EY3279 EY3279 STATION RECOVERY (1950) EY3279 EY3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM) EY3279'STATION NOT RECOVERED AFTER A TWO-HOUR SEARCH BY TWO MEN. SEARCH EY3279'SUBSTANTIATES RECOVERY NOTE OF 1934. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3797 *********************************************************************** EY3797 DESIGNATION - BILL EY3797 PID - EY3797 EY3797 STATE/COUNTY- NC/BEAUFORT EY3797 USGS QUAD - AURORA (1993) EY3797 EY3797 *CURRENT SURVEY CONTROL EY3797 ___________________________________________________________________ EY3797* NAD 83(1986)- 35 20 37.58136(N) 076 46 27.81597(W) ADJUSTED EY3797* NAVD 88 - 3.1 (meters) 10. (feet) VERTCON EY3797 ___________________________________________________________________ EY3797 LAPLACE CORR- -1.22 (seconds) DEFLEC99 EY3797 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3797 EY3797 HORZ ORDER - SECOND EY3797 EY3797.The North Carolina HARNS have been completed but, EY3797.due to contractual restrictions, coordinates for these stations EY3797.will NOT be published in the near future. In the interim, the EY3797.published coordinates in North Carolina will not be EY3797.consistent with the Continuously Operating Reference Stations EY3797.(CORS). The HARN coordinates for these stations are available EY3797.upon request. Contact Gary Thompson(919-733-3836). EY3797. EY3797.In addition, the published North Carolina positions EY3797.(NAD 83 (1986)) are NOT consistent with those determined in EY3797.adjacent state readjustments. The discontinuity between stations EY3797.located in North Carolina and those in adjacent states EY3797.which have been adjusted to the HARN may be as much as 5 EY3797.decimeters. This will result in a significant loss of accuracy EY3797.over lines crossing such state borders. EY3797 EY3797 EY3797.The horizontal coordinates were established by classical geodetic methods EY3797.and adjusted by the National Geodetic Survey in July 1986. EY3797 EY3797.The NAVD 88 height was computed by applying the VERTCON shift value to EY3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3797 EY3797.The Laplace correction was computed from DEFLEC99 derived deflections. EY3797 EY3797.The geoid height was determined by GEOID03. EY3797 EY3797; North East Units Scale Factor Converg. EY3797;SPC NC - 179,064.860 811,876.931 MT 0.99987388 +1 17 04.4 EY3797;SPC NC - 587,481.96 2,663,632.90 sFT 0.99987388 +1 17 04.4 EY3797;UTM 18 - 3,912,611.842 338,755.175 MT 0.99992042 -1 01 36.0 EY3797 EY3797! - Elev Factor x Scale Factor = Combined Factor EY3797!SPC NC - 1.00000536 x 0.99987388 = 0.99987924 EY3797!UTM 18 - 1.00000536 x 0.99992042 = 0.99992578 EY3797 EY3797|---------------------------------------------------------------------| EY3797| PID Reference Object Distance Geod. Az | EY3797| dddmmss.s | EY3797| EY3832 RAY 356.221 METERS 02431 | EY3797|---------------------------------------------------------------------| EY3797 EY3797 SUPERSEDED SURVEY CONTROL EY3797 EY3797 NAD 27 - 35 20 36.96245(N) 076 46 29.07761(W) AD( ) 2 EY3797 NGVD 29 (07/19/86) 3.4 (m) 11. (f) VERT ANG EY3797 EY3797.Superseded values are not recommended for survey control. EY3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3797.See file dsdata.txt to determine how the superseded data were derived. EY3797 EY3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3875512612(NAD 83) EY3797_MARKER: DE = TRAVERSE STATION DISK EY3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3797_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3797_STAMPING: BILL 1966 EY3797_MARK LOGO: NCGS EY3797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3797+STABILITY: SURFACE MOTION EY3797 EY3797 HISTORY - Date Condition Report By EY3797 HISTORY - 1966 MONUMENTED NCGS EY3797 HISTORY - 19830101 GOOD NCGS EY3797 EY3797 STATION DESCRIPTION EY3797 EY3797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3797'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3797'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3797' EY3797'BILL IS 2.9 MILES N OF AURORA. LOCATED 2.1 MILES NNE ALONG SR EY3797'1942 FROM INTERSECTION OF SR 1940 AND SR 1942. 0.6 MILES S OF EY3797'SR 1945 ON SE SIDE OF SR 1942 AND AT CURVE IN SR 1942. EY3797' EY3797'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3797'BILL 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3797'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3797' EY3797'MARK IS EY3797' EY3797'25.9 FT E OF C/L OF SR 1942 EY3797' EY3797'16.5 FT E OF YELLOW ARROW PAINTED ON SR 1942 EY3797' EY3797'114.4 FT N OF PP WITH ALUMINUM REF. TAG EY3797' EY3797'14.1 FT NW OF 5 INCH PINE WITH ALUMINUM REF. TAG EY3797' EY3797'13.4 FT SW OF 4 INCH ALUMINUM REF. TAG EY3797' EY3797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3797 EY3797 STATION RECOVERY (1983) EY3797 EY3797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3797'RECOVERED IN GOOD CONDITION. SR 1942 EAST FROM THE INTERSECTION WITH EY3797'NC 306 IS NOW AN ABANDONED GRAVEL ROAD AND IS NOT AN SR. STATION IS EY3797'LOCATED AT THE INTERSECTION OF OLD SR 1942 WITH A GRAVEL ROAD SOUTH. EY3797'MARK IS LOCATED 8.84 M (29.00 FT) SOUTHEAST OF THE CENTERLINE OF A EY3797'GRAVEL ROAD, 17.07 M (56.00 FT) SOUTHWEST OF THE CENTERLINE OF A EY3797'GRAVEL ROAD--AND 22.98 M (75.39 FT) NORTH-NORTHWEST OF A 10-INCH PINE, EY3797'24.72 M (81.10 FT) NORTH-NORTHEAST OF A 10-INCH PINE--BOTH WITH EY3797'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3941 *********************************************************************** EY3941 DESIGNATION - BLOUNT EY3941 PID - EY3941 EY3941 STATE/COUNTY- NC/BEAUFORT EY3941 USGS QUAD - BLOUNTS BAY (1993) EY3941 EY3941 *CURRENT SURVEY CONTROL EY3941 ___________________________________________________________________ EY3941* NAD 83(1986)- 35 26 55.08938(N) 076 55 32.11824(W) ADJUSTED EY3941* NAVD 88 - 8. (meters) 26. (feet) SCALED EY3941 ___________________________________________________________________ EY3941 LAPLACE CORR- -2.31 (seconds) DEFLEC99 EY3941 GEOID HEIGHT- -36.90 (meters) GEOID03 EY3941 EY3941 HORZ ORDER - THIRD EY3941 EY3941.The North Carolina HARNS have been completed but, EY3941.due to contractual restrictions, coordinates for these stations EY3941.will NOT be published in the near future. In the interim, the EY3941.published coordinates in North Carolina will not be EY3941.consistent with the Continuously Operating Reference Stations EY3941.(CORS). The HARN coordinates for these stations are available EY3941.upon request. Contact Gary Thompson(919-733-3836). EY3941. EY3941.In addition, the published North Carolina positions EY3941.(NAD 83 (1986)) are NOT consistent with those determined in EY3941.adjacent state readjustments. The discontinuity between stations EY3941.located in North Carolina and those in adjacent states EY3941.which have been adjusted to the HARN may be as much as 5 EY3941.decimeters. This will result in a significant loss of accuracy EY3941.over lines crossing such state borders. EY3941 EY3941 EY3941.The horizontal coordinates were established by classical geodetic methods EY3941.and adjusted by the National Geodetic Survey in July 1986. EY3941 EY3941.The orthometric height was scaled from a topographic map. EY3941 EY3941.The Laplace correction was computed from DEFLEC99 derived deflections. EY3941 EY3941.The geoid height was determined by GEOID03. EY3941 EY3941; North East Units Scale Factor Converg. EY3941;SPC NC - 190,397.621 797,894.470 MT 0.99987847 +1 11 50.2 EY3941;SPC NC - 624,662.86 2,617,758.77 sFT 0.99987847 +1 11 50.2 EY3941;UTM 18 - 3,924,500.482 325,240.455 MT 0.99997638 -1 07 01.5 EY3941 EY3941! - Elev Factor x Scale Factor = Combined Factor EY3941!SPC NC - 1.00000459 x 0.99987847 = 0.99988306 EY3941!UTM 18 - 1.00000459 x 0.99997638 = 0.99998097 EY3941 EY3941: Primary Azimuth Mark Grid Az EY3941:SPC NC - WATER 294 38 11.7 EY3941:UTM 18 - WATER 296 57 03.4 EY3941 EY3941|---------------------------------------------------------------------| EY3941| PID Reference Object Distance Geod. Az | EY3941| dddmmss.s | EY3941| EY3930 MAULS POINT LIGHT APPROX. 0.8 KM 0514307.0 | EY3941| EY3945 MAUL POINT 2 3.709 METERS 06331 | EY3941| EY4795 BLOUNT RM 1 30.190 METERS 18923 | EY3941| EY4796 BLOUNT RM 2 21.160 METERS 24347 | EY3941| EY3937 WATER APPROX. 3.4 KM 2955001.9 | EY3941| EY3920 CHANNEL BUOY 6 APPROX. 1.3 KM 3152228.0 | EY3941|---------------------------------------------------------------------| EY3941 EY3941 SUPERSEDED SURVEY CONTROL EY3941 EY3941 NAD 27 - 35 26 54.49700(N) 076 55 33.30600(W) AD( ) 3 EY3941 EY3941.Superseded values are not recommended for survey control. EY3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3941.See file dsdata.txt to determine how the superseded data were derived. EY3941 EY3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2524024500(NAD 83) EY3941_MARKER: DS = TRIANGULATION STATION DISK EY3941_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3941_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3941 EY3941 HISTORY - Date Condition Report By EY3941 HISTORY - 1933 MONUMENTED CGS EY3941 HISTORY - 1948 GOOD CGS EY3941 EY3941 STATION DESCRIPTION EY3941 EY3941'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3941'STATION IS LOCATED ON THE S SIDE OF THE PAMLICO RIVER, AT EY3941'MAULS POINT, 16 YARDS FROM THE TIP OF THE POINT, 12 METERS EY3941'FROM THE WATER LINE, AND AMONGST TREES ON A THICKLY WOODED EY3941'POINT. IT IS VERY CLOSE TO THE 1914 STATION OF MAULS POINT 2, EY3941'WHICH WAS RECOVERED AFTER THIS STATION WAS BUILT. EY3941' EY3941'THE OLD STATION MARK IS A STANDARD DISK IN TERRA-COTTA PIPE. THE EY3941'NEW STATION IS, LIKEWISE, A STANDARD DISK STAMPED BLOUNT EY3941'1933, SET IN TOP OF 8-INCH TERRA-COTTA PIPE, AND IS ABOUT 4 EY3941'METERS ABOVE THE WATER. THERE IS A TRIANGULAR BLAZE ON NEARBY EY3941'30-INCH GUM TREE, AND STATION IS 12 YARDS W OF A LONE 30-INCH EY3941'PINE TREE, AND AT N END OF SMALL CYPRESS POND. EY3941' EY3941'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, IN THE EY3941'TOP OF TILE, INSHORE FROM THE STATION, EY3941'AND S OF THE STATION. EY3941' EY3941'REFERENCE MARK NO. 2 IS ON THE UPSTREAM SIDE OF THE POINT, EY3941'CLOSE TO A 36-INCH CYPRESS IN LINE WITH AN OLD CHIMNEY. IT IS EY3941'A STANDARD BRONZE DISK SET IN CONCRETE, IN THE TOP OF TILE. EY3941' EY3941'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS. EY3941 EY3941 STATION RECOVERY (1948) EY3941 EY3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3941'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY3941'TO R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3941'CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3941'DESCRIPTION FOLLOWS-- EY3941' EY3941'STATION IS 4 INCHES ABOVE GROUND, ON THE S SIDE OF THE PAMLICO EY3941'RIVER, AT MAULS POINT, JUST INSIDE TREE LINE, IN A SMALL CYPRESS EY3941'SWAMP, 17 METERS FROM MEAN HIGH-WATER LINE (MEASURED ON BACK EY3941'AZIMUTH TO R.M. 1), AND E OF A PATH. EY3941' EY3941'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN THE EY3941'TOP OF A TILE. DISK IS STAMPED BLOUNT 1933. EY3941' EY3941'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE IN THE EY3941'TOPS OF TILES. EY3941' EY3941'R.M. 1 IS 2 INCHES ABOVE GROUND AND INSHORE FROM STATION. IT IS EY3941'STAMPED NO 1 1933. EY3941' EY3941'R.M. 2 IS 4 INCHES ABOVE GROUND AND SW OF STATION. IT IS EY3941'STAMPED NO 2 1933. EY3941' EY3941'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 EY3941'AND STATE HIGHWAY 33 AT CHOCOWINITY, GO SE ON STATE HIGHWAY 33 EY3941'TO COX CROSS ROADS. TURN NE (LEFT) ON DIRT ROAD AND GO 1.5 EY3941'MILES TO GERARD CHAPEL, CONTINUE STRAIGHT FOR 1.6 MILES TO EY3941'Y-ROAD INTERSECTION, TURN NE FOR 2.6 MILES (PASS BLOUNT CREEK EY3941'BRIDGE ROAD) TO FARMYARD. STATION IS TO NE DOWN PATH FOLLOWING EY3941'DRAIN TO RIVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9114 *********************************************************************** AF9114 DESIGNATION - BOB AF9114 PID - AF9114 AF9114 STATE/COUNTY- NC/BEAUFORT AF9114 USGS QUAD - BUNYAN (1974) AF9114 AF9114 *CURRENT SURVEY CONTROL AF9114 ___________________________________________________________________ AF9114* NAD 83(1986)- 35 32 48.52749(N) 076 55 50.51235(W) ADJUSTED AF9114* NAVD 88 - 9.8 (meters) 32. (feet) VERT ANG AF9114 ___________________________________________________________________ AF9114 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AF9114 GEOID HEIGHT- -36.77 (meters) GEOID03 AF9114 AF9114 HORZ ORDER - SECOND AF9114 AF9114.The North Carolina HARNS have been completed but, AF9114.due to contractual restrictions, coordinates for these stations AF9114.will NOT be published in the near future. In the interim, the AF9114.published coordinates in North Carolina will not be AF9114.consistent with the Continuously Operating Reference Stations AF9114.(CORS). The HARN coordinates for these stations are available AF9114.upon request. Contact Gary Thompson(919-733-3836). AF9114. AF9114.In addition, the published North Carolina positions AF9114.(NAD 83 (1986)) are NOT consistent with those determined in AF9114.adjacent state readjustments. The discontinuity between stations AF9114.located in North Carolina and those in adjacent states AF9114.which have been adjusted to the HARN may be as much as 5 AF9114.decimeters. This will result in a significant loss of accuracy AF9114.over lines crossing such state borders. AF9114 AF9114 AF9114.The horizontal coordinates were established by classical geodetic methods AF9114.and adjusted by the National Geodetic Survey in July 1998. AF9114 AF9114.The orthometric height was determined by vertical angle observations. AF9114 AF9114.The Laplace correction was computed from DEFLEC99 derived deflections. AF9114 AF9114.The geoid height was determined by GEOID03. AF9114 AF9114; North East Units Scale Factor Converg. AF9114;SPC NC - 201,277.027 797,203.735 MT 0.99988581 +1 11 39.6 AF9114;SPC NC - 660,356.38 2,615,492.59 sFT 0.99988581 +1 11 39.6 AF9114;UTM 18 - 3,935,399.949 324,989.852 MT 0.99997745 -1 07 21.8 AF9114 AF9114! - Elev Factor x Scale Factor = Combined Factor AF9114!SPC NC - 1.00000424 x 0.99988581 = 0.99989005 AF9114!UTM 18 - 1.00000424 x 0.99997745 = 0.99998169 AF9114 AF9114 SUPERSEDED SURVEY CONTROL AF9114 AF9114.No superseded survey control is available for this station. AF9114 AF9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2499035400(NAD 83) AF9114_MARKER: DE = TRAVERSE STATION DISK AF9114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9114_STAMPING: BOB 1983 AF9114_MARK LOGO: NCGS AF9114_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9114+STABILITY: SURFACE MOTION AF9114 AF9114 HISTORY - Date Condition Report By AF9114 HISTORY - 1983 MONUMENTED NCGS AF9114 AF9114 STATION DESCRIPTION AF9114 AF9114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9114'STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) SOUTHWEST OF PINETOWN AND AF9114'11.4 KM (7.10 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 2.7 KM (1.65 MI) AF9114'NORTH FROM US 264, IN THE LEFT SHOULDER, ABOUT 400 FT (121.9 M) AF9114'SOUTHWEST FROM A BLOCK BUILDING (FORMERLY BOBS GROCERY). MARK IS AF9114'RECESSED 3 INCHES BELOW GROUND. LOCATED 5.8 M (19.0 FT) NORTHWEST OF AF9114'THE CENTERLINE OF THE HIGHWAY, 35.4 M (116.1 FT) NORTHEAST OF THE AF9114'NORTHEAST END OF A CONCRETE HEADWALL ON THE SOUTH SIDE OF THE AF9114'HIGHWAY--AND 15.7 M (51.5 FT) NORTHWEST OF AN 8-INCH PINE, 20.2 M AF9114'(66.3 FT) WEST OF AN 8-INCH PINE, AND 28.7 M (94.2 FT) EAST OF A POWER AF9114'POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3510 *********************************************************************** EY3510 DESIGNATION - BOND EY3510 PID - EY3510 EY3510 STATE/COUNTY- NC/BEAUFORT EY3510 USGS QUAD - SOUTH CREEK (1993) EY3510 EY3510 *CURRENT SURVEY CONTROL EY3510 ___________________________________________________________________ EY3510* NAD 83(1986)- 35 20 59.43147(N) 076 40 59.25003(W) ADJUSTED EY3510* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3510 ___________________________________________________________________ EY3510 LAPLACE CORR- -0.72 (seconds) DEFLEC99 EY3510 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3510 EY3510 HORZ ORDER - THIRD EY3510 EY3510.The North Carolina HARNS have been completed but, EY3510.due to contractual restrictions, coordinates for these stations EY3510.will NOT be published in the near future. In the interim, the EY3510.published coordinates in North Carolina will not be EY3510.consistent with the Continuously Operating Reference Stations EY3510.(CORS). The HARN coordinates for these stations are available EY3510.upon request. Contact Gary Thompson(919-733-3836). EY3510. EY3510.In addition, the published North Carolina positions EY3510.(NAD 83 (1986)) are NOT consistent with those determined in EY3510.adjacent state readjustments. The discontinuity between stations EY3510.located in North Carolina and those in adjacent states EY3510.which have been adjusted to the HARN may be as much as 5 EY3510.decimeters. This will result in a significant loss of accuracy EY3510.over lines crossing such state borders. EY3510 EY3510 EY3510.The horizontal coordinates were established by classical geodetic methods EY3510.and adjusted by the National Geodetic Survey in July 1986. EY3510 EY3510.The orthometric height was scaled from a topographic map. EY3510 EY3510.The Laplace correction was computed from DEFLEC99 derived deflections. EY3510 EY3510.The geoid height was determined by GEOID03. EY3510 EY3510; North East Units Scale Factor Converg. EY3510;SPC NC - 179,927.764 820,154.722 MT 0.99987405 +1 20 14.0 EY3510;SPC NC - 590,313.01 2,690,790.95 sFT 0.99987405 +1 20 14.0 EY3510;UTM 18 - 3,913,140.238 347,061.282 MT 0.99988826 -0 58 26.4 EY3510 EY3510! - Elev Factor x Scale Factor = Combined Factor EY3510!SPC NC - 1.00000574 x 0.99987405 = 0.99987979 EY3510!UTM 18 - 1.00000574 x 0.99988826 = 0.99989400 EY3510 EY3510: Primary Azimuth Mark Grid Az EY3510:SPC NC - FORK 261 06 51.9 EY3510:UTM 18 - FORK 263 25 32.3 EY3510 EY3510|---------------------------------------------------------------------| EY3510| PID Reference Object Distance Geod. Az | EY3510| dddmmss.s | EY3510| EY3515 DUCK BLIND B APPROX. 1.2 KM 0012437.1 | EY3510| EY3548 INDIAN SLUE BEACON APPROX. 1.3 KM 0243455.6 | EY3510| EY4805 BOND RM 1 07549 | EY3510| EY4806 BOND RM 2 16004 | EY3510| EY4807 BOND RM 3 16610 | EY3510| EY3517 FORK APPROX. 1.5 KM 2622705.9 | EY3510| EY3512 CHIMNEY ON WHITE HOUSE APPROX. 1.8 KM 3223153.8 | EY3510| EY3516 DUCK BLIND C APPROX. 1.3 KM 3411416.9 | EY3510|---------------------------------------------------------------------| EY3510 EY3510 SUPERSEDED SURVEY CONTROL EY3510 EY3510 NAD 27 - 35 20 58.83000(N) 076 41 00.50300(W) AD( ) 3 EY3510 EY3510.Superseded values are not recommended for survey control. EY3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3510.See file dsdata.txt to determine how the superseded data were derived. EY3510 EY3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4706113140(NAD 83) EY3510_MARKER: DS = TRIANGULATION STATION DISK EY3510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3510_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3510 EY3510 HISTORY - Date Condition Report By EY3510 HISTORY - 1914 MONUMENTED CGS EY3510 HISTORY - 1933 GOOD CGS EY3510 HISTORY - 1948 SEE DESCRIPTION CGS EY3510 EY3510 STATION DESCRIPTION EY3510 EY3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3510'STATION IS ON THE S SIDE OF PAMLICO RIVER, SW FROM INDIAN EY3510'ISLAND, ON THE E SIDE OF ENTRANCE TO BOND CREEK, ON THE MIDDLE ONE EY3510'OF THREE SMALL POINTS ON GRASSY GROUND BACKED WITH PINES, IN EY3510'VIEW OF A SMALL TUMBLED DOWN HOUSE ON THE SMALL POINT TO THE EY3510'EASTWARD ABOUT 10 YARDS S FROM THE SHORE. EY3510' EY3510'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3510'IN CONCRETE, IN THE TOPS OF TILES. EY3510' EY3510'TWO PINE TREES ARE BLAZED AS WITNESS MARKS. EY3510' EY3510'THE REFERENCE MARK IS 25.49 METERS (83.6 FEET) FROM THE STATION EY3510'S 19 DEG 56 MIN E. ONE BLAZED PINE IS 26.69 METERS EY3510'(87.6 FEET) N 75 DEG 49 MIN E. THE OTHER BLAZED PINE IS EY3510'23.44 METERS (76.9), FEET S 13 DEG 50 MIN E. THE CHIMNEY EY3510'OF A WHITE HOUSE ON HICKORY POINT IS N 37 DEG 28 MIN W. EY3510 EY3510 STATION RECOVERY (1933) EY3510 EY3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3510'STATION IS ON A ROUNDING POINT AT THE MOUTH OF BOND CREEK, SW EY3510'OF INDIAN ISLAND, ON THE S SIDE OF THE PAMLICO RIVER. THE STATION EY3510'WAS FOUND AS DESCRIBED IN GOOD CONDITION, 10 YARDS FROM THE EDGE EY3510'OF THE WATER. THE REFERENCE MARK WAS NOT FOUND, BUT IS PROBABLY EY3510'IN PLACE. PINE WITNESS MARKS ALSO FOUND. THE STATION WAS NOT EY3510'OCCUPIED. EY3510' EY3510'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS. EY3510 EY3510 STATION RECOVERY (1948) EY3510 EY3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3510'STATION HAS BEEN DESTROYED. A 6-INCH TILE 3 FEET LONG WITH AN EY3510'UNSTAMPED DISK SET IN TOP WAS FOUND LYING IN THE WATER. THE EY3510'DISK WAS KNOCKED OUT OF THE TOP AND THE TILE LEFT IN THE WATER. EY3510'THE WITNESS MARKS AND THE REFERENCE MARK WERE NOT FOUND AFTER EY3510'A 2-HOUR SEARCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3798 *********************************************************************** EY3798 DESIGNATION - BONE EY3798 PID - EY3798 EY3798 STATE/COUNTY- NC/BEAUFORT EY3798 USGS QUAD - AURORA (1993) EY3798 EY3798 *CURRENT SURVEY CONTROL EY3798 ___________________________________________________________________ EY3798* NAD 83(1986)- 35 19 00.51508(N) 076 47 56.40636(W) ADJUSTED EY3798* NAVD 88 - 2.116 (meters) 6.94 (feet) ADJUSTED EY3798 ___________________________________________________________________ EY3798 LAPLACE CORR- -1.55 (seconds) DEFLEC99 EY3798 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3798 DYNAMIC HT - 2.114 (meters) 6.94 (feet) COMP EY3798 MODELED GRAV- 979,742.9 (mgal) NAVD 88 EY3798 EY3798 HORZ ORDER - SECOND EY3798 VERT ORDER - SECOND CLASS II EY3798 EY3798.The North Carolina HARNS have been completed but, EY3798.due to contractual restrictions, coordinates for these stations EY3798.will NOT be published in the near future. In the interim, the EY3798.published coordinates in North Carolina will not be EY3798.consistent with the Continuously Operating Reference Stations EY3798.(CORS). The HARN coordinates for these stations are available EY3798.upon request. Contact Gary Thompson(919-733-3836). EY3798. EY3798.In addition, the published North Carolina positions EY3798.(NAD 83 (1986)) are NOT consistent with those determined in EY3798.adjacent state readjustments. The discontinuity between stations EY3798.located in North Carolina and those in adjacent states EY3798.which have been adjusted to the HARN may be as much as 5 EY3798.decimeters. This will result in a significant loss of accuracy EY3798.over lines crossing such state borders. EY3798 EY3798 EY3798.The horizontal coordinates were established by classical geodetic methods EY3798.and adjusted by the National Geodetic Survey in April 1998. EY3798 EY3798.The orthometric height was determined by differential leveling EY3798.and adjusted by the National Geodetic Survey in June 1998. EY3798 EY3798.The Laplace correction was computed from DEFLEC99 derived deflections. EY3798 EY3798.The geoid height was determined by GEOID03. EY3798 EY3798.The dynamic height is computed by dividing the NAVD 88 EY3798.geopotential number by the normal gravity value computed on the EY3798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3798.degrees latitude (g = 980.6199 gals.). EY3798 EY3798.The modeled gravity was interpolated from observed gravity values. EY3798 EY3798; North East Units Scale Factor Converg. EY3798;SPC NC - 176,024.669 809,707.057 MT 0.99987323 +1 16 13.3 EY3798;SPC NC - 577,507.60 2,656,513.90 sFT 0.99987323 +1 16 13.3 EY3798;UTM 18 - 3,909,661.466 336,464.362 MT 0.99992959 -1 02 24.8 EY3798 EY3798! - Elev Factor x Scale Factor = Combined Factor EY3798!SPC NC - 1.00000551 x 0.99987323 = 0.99987874 EY3798!UTM 18 - 1.00000551 x 0.99992959 = 0.99993510 EY3798 EY3798: Primary Azimuth Mark Grid Az EY3798:SPC NC - SITE 357 46 43.9 EY3798:UTM 18 - SITE 000 05 22.0 EY3798 EY3798|---------------------------------------------------------------------| EY3798| PID Reference Object Distance Geod. Az | EY3798| dddmmss.s | EY3798| EY3840 SITE APPROX. 0.9 KM 3590257.2 | EY3798|---------------------------------------------------------------------| EY3798 EY3798 SUPERSEDED SURVEY CONTROL EY3798 EY3798 NAD 83(1986)- 35 19 00.52147(N) 076 47 56.39852(W) AD( ) 2 EY3798 NAD 27 - 35 18 59.89807(N) 076 47 57.66049(W) AD( ) 2 EY3798 NGVD 29 (04/29/98) 2.47 (m) 8.1 (f) LEVELING 3 EY3798 EY3798.Superseded values are not recommended for survey control. EY3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3798.See file dsdata.txt to determine how the superseded data were derived. EY3798 EY3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3646409661(NAD 83) EY3798_MARKER: DE = TRAVERSE STATION DISK EY3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3798_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3798_STAMPING: BONE 1966 EY3798_MARK LOGO: NCGS EY3798_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3798+STABILITY: SURFACE MOTION EY3798 EY3798 HISTORY - Date Condition Report By EY3798 HISTORY - 1966 MONUMENTED NCGS EY3798 HISTORY - 19830101 GOOD NCGS EY3798 EY3798 STATION DESCRIPTION EY3798 EY3798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3798'BONE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY3798'VICINITY OF AURORA, NORTH CAROLINA. EY3798' EY3798'BONE IS 1.0 MILE NW OF AURORA. LOCATED 0.85 MILES N ALONG SR EY3798'1940 FROM INTERSECTION OF SR 1965 AND SR 1940. 0.5 MILES S OF SR EY3798'1942 AND ON TOP OF E DITCH BANK OF SR 1940 AT THE T INTERSECTION EY3798'OF SR 1941 AND 1940. EY3798' EY3798'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3798'BONE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3798'IS FLUSH WITH THE SURFACE OF THE GROUND. EY3798' EY3798'MARK IS EY3798' EY3798'26.4 FT E OF C/L OF SR 1940 EY3798' EY3798'17.9 FT E OF YELLOW ARROW PAINTED ON SR 1940 EY3798' EY3798'41.1 FT N OF PP 1809-12 WITH ALUMINUM REF. TAG EY3798' EY3798'5.6 FT SW OF FENCE POST WITH ALUMINUM REF. TAG EY3798' EY3798'111.5 FT S OF UNDERGROUND TELEPHONE BOX WITH ALUMINUM REF. TAG EY3798' EY3798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3798 EY3798 STATION RECOVERY (1983) EY3798 EY3798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3798'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH-NORTHWEST OF AURORA. EY3798'ALONG NC 306 FOR 4.7 KM (2.90 MI) NORTH FROM THE NC 33 INTERSECTION IN EY3798'WEST EDGE OF AURORA, AT SR 1942, AND NEAR A FENCE LINE AT THE EDGE OF EY3798'THE RIGHT-OF-WAY. MARK IS FLUSH WITH GROUND. LOCATED 19.2 M (63.0 FT) EY3798'EAST OF THE CENTERLINE OF THE HIGHWAY--AND 1.3 M (4.3 FT) SOUTHWEST OF EY3798'A FENCE POST, 34.0 M (111.5 FT) SOUTH OF A TELEPHONE PEDESTAL SUPPORT EY3798'POLE, 12.5 M (41.0 FT) NORTH OF POWER POLE NO 1809-12, AND 13.4 M EY3798'(44.0 FT) NORTH OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3799 *********************************************************************** EY3799 DESIGNATION - BONNER EY3799 PID - EY3799 EY3799 STATE/COUNTY- NC/BEAUFORT EY3799 USGS QUAD - AURORA (1993) EY3799 EY3799 *CURRENT SURVEY CONTROL EY3799 ___________________________________________________________________ EY3799* NAD 83(1986)- 35 21 34.88155(N) 076 51 45.43205(W) ADJUSTED EY3799* NAVD 88 - 3.678 (meters) 12.07 (feet) ADJUSTED EY3799 ___________________________________________________________________ EY3799 LAPLACE CORR- -2.53 (seconds) DEFLEC99 EY3799 GEOID HEIGHT- -37.10 (meters) GEOID03 EY3799 DYNAMIC HT - 3.674 (meters) 12.05 (feet) COMP EY3799 MODELED GRAV- 979,746.4 (mgal) NAVD 88 EY3799 EY3799 HORZ ORDER - SECOND EY3799 VERT ORDER - SECOND CLASS II EY3799 EY3799.The North Carolina HARNS have been completed but, EY3799.due to contractual restrictions, coordinates for these stations EY3799.will NOT be published in the near future. In the interim, the EY3799.published coordinates in North Carolina will not be EY3799.consistent with the Continuously Operating Reference Stations EY3799.(CORS). The HARN coordinates for these stations are available EY3799.upon request. Contact Gary Thompson(919-733-3836). EY3799. EY3799.In addition, the published North Carolina positions EY3799.(NAD 83 (1986)) are NOT consistent with those determined in EY3799.adjacent state readjustments. The discontinuity between stations EY3799.located in North Carolina and those in adjacent states EY3799.which have been adjusted to the HARN may be as much as 5 EY3799.decimeters. This will result in a significant loss of accuracy EY3799.over lines crossing such state borders. EY3799 EY3799 EY3799.The horizontal coordinates were established by classical geodetic methods EY3799.and adjusted by the National Geodetic Survey in July 1986. EY3799 EY3799.The orthometric height was determined by differential leveling EY3799.and adjusted by the National Geodetic Survey in June 1998. EY3799 EY3799.The Laplace correction was computed from DEFLEC99 derived deflections. EY3799 EY3799.The geoid height was determined by GEOID03. EY3799 EY3799.The dynamic height is computed by dividing the NAVD 88 EY3799.geopotential number by the normal gravity value computed on the EY3799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3799.degrees latitude (g = 980.6199 gals.). EY3799 EY3799.The modeled gravity was interpolated from observed gravity values. EY3799 EY3799; North East Units Scale Factor Converg. EY3799;SPC NC - 180,653.930 803,821.641 MT 0.99987436 +1 14 01.1 EY3799;SPC NC - 592,695.44 2,637,204.83 sFT 0.99987436 +1 14 01.1 EY3799;UTM 18 - 3,914,524.630 330,770.033 MT 0.99995294 -1 04 41.4 EY3799 EY3799! - Elev Factor x Scale Factor = Combined Factor EY3799!SPC NC - 1.00000525 x 0.99987436 = 0.99987961 EY3799!UTM 18 - 1.00000525 x 0.99995294 = 0.99995819 EY3799 EY3799: Primary Azimuth Mark Grid Az EY3799:SPC NC - CORE ECC RESET 011 28 19.1 EY3799:UTM 18 - CORE ECC RESET 013 47 01.6 EY3799 EY3799|---------------------------------------------------------------------| EY3799| PID Reference Object Distance Geod. Az | EY3799| dddmmss.s | EY3799| EY3765 CORE ECC RESET APPROX. 7.3 KM 0124220.2 | EY3799|---------------------------------------------------------------------| EY3799 EY3799 SUPERSEDED SURVEY CONTROL EY3799 EY3799 NAD 27 - 35 21 34.29100(N) 076 51 46.65100(W) AD( ) 2 EY3799 EY3799.Superseded values are not recommended for survey control. EY3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3799.See file dsdata.txt to determine how the superseded data were derived. EY3799 EY3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3077014525(NAD 83) EY3799_MARKER: DS = TRIANGULATION STATION DISK EY3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3799_STAMPING: BONNER 1935 EY3799_MARK LOGO: CGS EY3799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3799+STABILITY: SURFACE MOTION EY3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3799+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1990 EY3799 EY3799 HISTORY - Date Condition Report By EY3799 HISTORY - 1935 MONUMENTED CGS EY3799 HISTORY - 1948 GOOD CGS EY3799 HISTORY - 19870101 GOOD NCGS EY3799 HISTORY - 19900715 GOOD NCGS EY3799 EY3799 STATION DESCRIPTION EY3799 EY3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3799'ON THE EAST SIDE OF DURHAM CREEK AT THE POINT WHERE THE ROAD FROM EY3799'EDWARDS TO BONNERTON CROSSES THE CREEK. IN THE BARNLOT OF MRS. ELLA EY3799'BONNERS FARM. EY3799' EY3799'THE STATION MARK, PROJECTING ABOUT 5 INCHES, IS 37 METERS NORTH OF EY3799'THE CENTER LINE OF THE ROAD. 17 METERS NORTHWEST OF THE NORTHWEST EY3799'CORNER OF THE OLD MILL HOUSE, 15.2 METERS NORTHEAST OF THE NORTHEAST EY3799'CORNER OF THE BARN, 173.6 METERS EAST OF THE EAST END OF THE BRIDGE EY3799'OVER THE CREEK, AND APPROXIMATELY 60 YARDS WEST OF THE FARMHOUSE. EY3799'STATION IS 0.3 MILE WEST OF T JUNCTION OF MAIN ROADS IN BONNERTON. EY3799' EY3799'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION. EY3799 EY3799 STATION RECOVERY (1948) EY3799 EY3799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3799'STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS EY3799'ADEQUATE. EY3799 EY3799 STATION RECOVERY (1987) EY3799 EY3799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB) EY3799'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH OF EDWARDS. PROCEED EY3799'ALONG SR 1932 FOR 4.05 KM (2.50 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) EY3799'SOUTHEAST OF THE EDWARDS POST OFFICE, TO SR 1955, THENCE EAST ALONG SR EY3799'1955 FOR 0.55 KM (0.35 MI) TO STATION, OR 0.5 KM (0.30 MI) NORTHWEST EY3799'OF THE SR 1936 INTERSECTION IN BONNERTON, IN THE NORTHWEST CORNER OF EY3799'THE BARNLOT OF MRS BONNERS BARN. MARK IS FLUSH WITH GROUND. LOCATED EY3799'34.1 M (111.9 FT) NORTH OF THE CENTERLINE OF SR 1955, 1.8 M (5.9 FT) EY3799'WEST OF THE WEST SIDE OF THE BARN, 9.9 M (32.5 FT) NORTH OF THE EY3799'SOUTHWEST CORNER OF THE BARN, 34.1 M (111.9 FT) SOUTHWEST OF THE EY3799'NORTHWEST CORNER OF THE BARN, AND 8.6 M (28.2 FT) SOUTH OF A POWER EY3799'POLE WITH A REFERENCE TAG. EY3799 EY3799 STATION RECOVERY (1990) EY3799 EY3799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY3799'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5749 *********************************************************************** EY5749 DESIGNATION - BONNER EY5749 PID - EY5749 EY5749 STATE/COUNTY- NC/BEAUFORT EY5749 USGS QUAD - WASHINGTON (1983) EY5749 EY5749 *CURRENT SURVEY CONTROL EY5749 ___________________________________________________________________ EY5749* NAD 83(1986)- 35 36 42.45087(N) 077 03 49.71028(W) ADJUSTED EY5749* NAVD 88 - 13.48 (+/-2cm) 44.2 (feet) VERTCON EY5749 ___________________________________________________________________ EY5749 LAPLACE CORR- -2.85 (seconds) DEFLEC99 EY5749 GEOID HEIGHT- -36.48 (meters) GEOID03 EY5749 EY5749 HORZ ORDER - SECOND EY5749 VERT ORDER - THIRD ? (See Below) EY5749 EY5749.The North Carolina HARNS have been completed but, EY5749.due to contractual restrictions, coordinates for these stations EY5749.will NOT be published in the near future. In the interim, the EY5749.published coordinates in North Carolina will not be EY5749.consistent with the Continuously Operating Reference Stations EY5749.(CORS). The HARN coordinates for these stations are available EY5749.upon request. Contact Gary Thompson(919-733-3836). EY5749. EY5749.In addition, the published North Carolina positions EY5749.(NAD 83 (1986)) are NOT consistent with those determined in EY5749.adjacent state readjustments. The discontinuity between stations EY5749.located in North Carolina and those in adjacent states EY5749.which have been adjusted to the HARN may be as much as 5 EY5749.decimeters. This will result in a significant loss of accuracy EY5749.over lines crossing such state borders. EY5749 EY5749 EY5749.The horizontal coordinates were established by classical geodetic methods EY5749.and adjusted by the National Geodetic Survey in January 1991. EY5749 EY5749.The NAVD 88 height was computed by applying the VERTCON shift value to EY5749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5749.The vertical order pertains to the NGVD 29 superseded value. EY5749 EY5749.The Laplace correction was computed from DEFLEC99 derived deflections. EY5749 EY5749.The geoid height was determined by GEOID03. EY5749 EY5749; North East Units Scale Factor Converg. EY5749;SPC NC - 208,240.859 784,996.953 MT 0.99989227 +1 07 03.0 EY5749;SPC NC - 683,203.55 2,575,444.17 sFT 0.99989227 +1 07 03.0 EY5749;UTM 18 - 3,942,852.714 313,073.387 MT 1.00003060 -1 12 07.5 EY5749 EY5749! - Elev Factor x Scale Factor = Combined Factor EY5749!SPC NC - 1.00000361 x 0.99989227 = 0.99989588 EY5749!UTM 18 - 1.00000361 x 1.00003060 = 1.00003421 EY5749 EY5749 SUPERSEDED SURVEY CONTROL EY5749 EY5749 NGVD 29 (01/18/91) 13.82 (m) 45.3 (f) LEVELING 3 EY5749 EY5749.Superseded values are not recommended for survey control. EY5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5749.See file dsdata.txt to determine how the superseded data were derived. EY5749 EY5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1307342853(NAD 83) EY5749_MARKER: DE = TRAVERSE STATION DISK EY5749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5749_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5749_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5749+STABILITY: SURFACE MOTION EY5749 EY5749 HISTORY - Date Condition Report By EY5749 HISTORY - 1980 MONUMENTED NCGS EY5749 HISTORY - 19890729 GOOD USPSQD EY5749 EY5749 STATION DESCRIPTION EY5749 EY5749'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5749'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTH OF WASHINGTON AND EY5749'1.5 MILES SOUTH OF MINEOLA. EY5749' EY5749'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5749'MINEOLA, NORTH OF WASHINGTON, PROCEED SOUTH ALONG US 17 FOR 1.55 MILES EY5749'TO STATION ON THE RIGHT AT THE NORTH SIDE OF A FARM ROAD AND 0.2 MILE EY5749'NORTH OF SR 1413. EY5749' EY5749'STATION MARK IS A STANDARD DISK STAMPED---BONNER 1980---SET IN THE EY5749'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND EY5749'SURFACE. THE MARK IS 40.7 FEET WEST-NORTHWEST OF THE CENTERLINE OF US EY5749'17, 18.7 FEET NORTH OF THE CENTERLINE OF FARM ROAD, 13.6 FEET EY5749'NORTHWEST OF NORTH END OF CULVERT, 43.4 FEET NORTHEAST OF 15 INCH PINE EY5749'AND 69.5 FEET EAST OF POWER POLE BOTH WITH REFERENCE TAGS. EY5749 EY5749 STATION RECOVERY (1989) EY5749 EY5749'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5749'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8957 *********************************************************************** AF8957 DESIGNATION - BOUNDARY LINE MON 2 BEAUFORT MARTIN CO AF8957 PID - AF8957 AF8957 STATE/COUNTY- NC/BEAUFORT AF8957 USGS QUAD - FARMLIFE (1978) AF8957 AF8957 *CURRENT SURVEY CONTROL AF8957 ___________________________________________________________________ AF8957* NAD 83(1986)- 35 40 50.49206(N) 076 56 11.14964(W) ADJUSTED AF8957* NAVD 88 - 14.8 (meters) 49. (feet) VERT ANG AF8957 ___________________________________________________________________ AF8957 LAPLACE CORR- -2.87 (seconds) DEFLEC99 AF8957 GEOID HEIGHT- -36.56 (meters) GEOID03 AF8957 AF8957 HORZ ORDER - SECOND AF8957 AF8957.The North Carolina HARNS have been completed but, AF8957.due to contractual restrictions, coordinates for these stations AF8957.will NOT be published in the near future. In the interim, the AF8957.published coordinates in North Carolina will not be AF8957.consistent with the Continuously Operating Reference Stations AF8957.(CORS). The HARN coordinates for these stations are available AF8957.upon request. Contact Gary Thompson(919-733-3836). AF8957. AF8957.In addition, the published North Carolina positions AF8957.(NAD 83 (1986)) are NOT consistent with those determined in AF8957.adjacent state readjustments. The discontinuity between stations AF8957.located in North Carolina and those in adjacent states AF8957.which have been adjusted to the HARN may be as much as 5 AF8957.decimeters. This will result in a significant loss of accuracy AF8957.over lines crossing such state borders. AF8957 AF8957 AF8957.The horizontal coordinates were established by classical geodetic methods AF8957.and adjusted by the National Geodetic Survey in July 1998. AF8957 AF8957.The orthometric height was determined by vertical angle observations. AF8957 AF8957.The Laplace correction was computed from DEFLEC99 derived deflections. AF8957 AF8957.The geoid height was determined by GEOID03. AF8957 AF8957; North East Units Scale Factor Converg. AF8957;SPC NC - 216,115.535 796,375.372 MT 0.99990054 +1 11 27.7 AF8957;SPC NC - 709,039.05 2,612,774.87 sFT 0.99990054 +1 11 27.7 AF8957;UTM 18 - 3,950,261.089 324,762.540 MT 0.99997842 -1 07 47.1 AF8957 AF8957! - Elev Factor x Scale Factor = Combined Factor AF8957!SPC NC - 1.00000341 x 0.99990054 = 0.99990395 AF8957!UTM 18 - 1.00000341 x 0.99997842 = 0.99998183 AF8957 AF8957 SUPERSEDED SURVEY CONTROL AF8957 AF8957.No superseded survey control is available for this station. AF8957 AF8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2476350261(NAD 83) AF8957_MARKER: Z = SEE DESCRIPTION AF8957_SETTING: 0 = UNSPECIFIED SETTING AF8957_MARK LOGO: NCGS AF8957_MAGNETIC: O = OTHER; SEE DESCRIPTION AF8957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF8957 AF8957 HISTORY - Date Condition Report By AF8957 HISTORY - 1982 MONUMENTED NCGS AF8957 HISTORY - 19920116 GOOD NCGS AF8957 AF8957 STATION DESCRIPTION AF8957 AF8957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL) AF8957'STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHWEST OF AF8957'JAMESVILLE AND 10.5 MI (16.9 KM) NORTHEAST OF WASHINGTON, AT THE AF8957'BEAUFORT/MARTIN COUNTY LINE.$PROCEED ALONG NC 171 FOR 4.0 MI (6.4 KM) AF8957'NORTHEAST FROM US 17 (NORTH OF WASHINGTON) TO THE COUNTY LINE, AF8957'CONTINUE NORTHEAST ALONG NC 171 FOR 4.15 MI (6.68 KM) TO SR 1541 AF8957'(DIAMOND CITY ROAD), THENCE EAST-SOUTHEAST ALONG SR 1541 FOR 1.1 MI AF8957'(1.8 KM) TO THE END OF THE PAVEMENT AND SR 1538. CONTINUE STRAIGHT AF8957'AHEAD ON SR 1541 FOR 2.7 MI (4.3 KM) TO THE END OF SR 1541 AND THE J AF8957'AND W TRAM ROAD, THENCE SOUTHWEST (PASSING THRU A LOCKED GATE) ALONG J AF8957'AND W TRAM ROAD FOR 2.05 MI (3.30 KM) TO HARDISON ROAD AND THE AF8957'STATION, IN THE SOUTH QUADRANT, BEHIND A ROAD DITCH. MARK PROJECTS 28 AF8957'INCHES ABOVE GROUND AND IS LEVEL WITH ROAD. LOCATED 31 FT (9.4 M) AF8957'SOUTHEAST OF THE CENTERLINE OF J AND W TRAM ROAD, 92 FT (28.0 M) AF8957'SOUTH-SOUTHWEST OF THE INTERSECTION OF J AND W TRAM WITH HARDISON AF8957'ROAD, 6 FT (1.8 M) SOUTHEAST OF THE CENTER OF THE DITCH ON THE AF8957'SOUTHEAST SIDE OF J AND W TRAM ROAD--AND 10.9 FT (3.3 M) NORTHWEST OF AF8957'A 10-INCH PINE, 20.9 FT (6.4 M) NORTH OF A 20-INCH PINE--BOTH WITH AF8957'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF8950 *********************************************************************** AF8950 DESIGNATION - BOUNDARY LINE MON 3 BEAUFORT MARTIN CO AF8950 PID - AF8950 AF8950 STATE/COUNTY- NC/BEAUFORT AF8950 USGS QUAD - FARMLIFE (1978) AF8950 AF8950 *CURRENT SURVEY CONTROL AF8950 ___________________________________________________________________ AF8950* NAD 83(1986)- 35 41 08.53405(N) 076 55 30.30982(W) ADJUSTED AF8950* NAVD 88 - 15.5 (meters) 51. (feet) H LEVEL AF8950 ___________________________________________________________________ AF8950 LAPLACE CORR- -2.78 (seconds) DEFLEC99 AF8950 GEOID HEIGHT- -36.57 (meters) GEOID03 AF8950 AF8950 HORZ ORDER - SECOND AF8950 AF8950.The North Carolina HARNS have been completed but, AF8950.due to contractual restrictions, coordinates for these stations AF8950.will NOT be published in the near future. In the interim, the AF8950.published coordinates in North Carolina will not be AF8950.consistent with the Continuously Operating Reference Stations AF8950.(CORS). The HARN coordinates for these stations are available AF8950.upon request. Contact Gary Thompson(919-733-3836). AF8950. AF8950.In addition, the published North Carolina positions AF8950.(NAD 83 (1986)) are NOT consistent with those determined in AF8950.adjacent state readjustments. The discontinuity between stations AF8950.located in North Carolina and those in adjacent states AF8950.which have been adjusted to the HARN may be as much as 5 AF8950.decimeters. This will result in a significant loss of accuracy AF8950.over lines crossing such state borders. AF8950 AF8950 AF8950.The horizontal coordinates were established by classical geodetic methods AF8950.and adjusted by the National Geodetic Survey in July 1998. AF8950 AF8950.The orthometric height was determined by differential leveling AF8950.between control points not connected to bench marks. AF8950 AF8950.The Laplace correction was computed from DEFLEC99 derived deflections. AF8950 AF8950.The geoid height was determined by GEOID03. AF8950 AF8950; North East Units Scale Factor Converg. AF8950;SPC NC - 216,692.821 797,390.386 MT 0.99990119 +1 11 51.3 AF8950;SPC NC - 710,933.03 2,616,104.96 sFT 0.99990119 +1 11 51.3 AF8950;UTM 18 - 3,950,796.839 325,800.177 MT 0.99997395 -1 07 23.7 AF8950 AF8950! - Elev Factor x Scale Factor = Combined Factor AF8950!SPC NC - 1.00000331 x 0.99990119 = 0.99990450 AF8950!UTM 18 - 1.00000331 x 0.99997395 = 0.99997726 AF8950 AF8950 SUPERSEDED SURVEY CONTROL AF8950 AF8950.No superseded survey control is available for this station. AF8950 AF8950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2580050797(NAD 83) AF8950_MARKER: DU = BOUNDARY MARKER AF8950_SETTING: 0 = UNSPECIFIED SETTING AF8950_MARK LOGO: NC-013 AF8950_MAGNETIC: N = NO MAGNETIC MATERIAL AF8950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF8950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF8950+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1991 AF8950 AF8950 HISTORY - Date Condition Report By AF8950 HISTORY - 1938 MONUMENTED NC-013 AF8950 HISTORY - 19911005 GOOD NCGS AF8950 AF8950 STATION DESCRIPTION AF8950 AF8950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB) AF8950'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST OF PINETOWN AND 9.0 AF8950'MI (14.5 KM) SOUTHEAST OF JAMESVILLE.$PROCEED ALONG SR 1508 FOR 0.40 AF8950'MI (0.64 KM) NORTH FROM THE POST OFFICE (IN PINETOWN), THENCE WEST FOR AF8950'0.7 MI (1.1 KM) ALONG SR 1530 (BASELINE ROAD), THENCE NORTH ALONG BOYD AF8950'ROAD FOR 6.3 MI (10.1 KM) TO THE GRANITE COUNTY LINE MONUMENT ON THE AF8950'NORTHEAST SIDE OF ROAD, 0.35 MI (0.56 KM) SOUTHEAST OF JW TRAM AF8950'ROAD. GRANITE MONUMENT IS 12-INCH X 12-INCH, PROJECTS 36 INCHES ABOVE AF8950'GROUND, AND IS LEVEL WITH ROAD. IT IS INSCRIBED M-1938 ON THE AF8950'NORTHWEST SIDE AND B-1938 ON THE SOUTHEAST SIDE. LOCATED 27.0 FT (8.2 AF8950'M) NORTHEAST OF THE CENTERLINE OF BOYD ROAD, 2.9 FT (0.9 M) NORTHWEST AF8950'OF A WITNESS POST, AND 3.0 FT (0.9 M) SOUTH OF A 16-INCH PINE WITH A AF8950'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2088 *********************************************************************** EY2088 DESIGNATION - BOUNDARY MARKER POST BEAUFORT MARTIN CO EY2088 PID - EY2088 EY2088 STATE/COUNTY- NC/BEAUFORT EY2088 USGS QUAD - OLD FORD (1979) EY2088 EY2088 *CURRENT SURVEY CONTROL EY2088 ___________________________________________________________________ EY2088* NAD 83(1986)- 35 41 37.38455(N) 077 03 59.37319(W) ADJUSTED EY2088* NAVD 88 - 15. (meters) 49. (feet) SCALED EY2088 ___________________________________________________________________ EY2088 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EY2088 GEOID HEIGHT- -36.29 (meters) GEOID03 EY2088 EY2088 HORZ ORDER - THIRD EY2088 EY2088.The North Carolina HARNS have been completed but, EY2088.due to contractual restrictions, coordinates for these stations EY2088.will NOT be published in the near future. In the interim, the EY2088.published coordinates in North Carolina will not be EY2088.consistent with the Continuously Operating Reference Stations EY2088.(CORS). The HARN coordinates for these stations are available EY2088.upon request. Contact Gary Thompson(919-733-3836). EY2088. EY2088.In addition, the published North Carolina positions EY2088.(NAD 83 (1986)) are NOT consistent with those determined in EY2088.adjacent state readjustments. The discontinuity between stations EY2088.located in North Carolina and those in adjacent states EY2088.which have been adjusted to the HARN may be as much as 5 EY2088.decimeters. This will result in a significant loss of accuracy EY2088.over lines crossing such state borders. EY2088 EY2088 EY2088.The horizontal coordinates were established by classical geodetic methods EY2088.and adjusted by the National Geodetic Survey in July 1986. EY2088 EY2088.The orthometric height was scaled from a topographic map. EY2088 EY2088.The Laplace correction was computed from DEFLEC99 derived deflections. EY2088 EY2088.The geoid height was determined by GEOID03. EY2088 EY2088; North East Units Scale Factor Converg. EY2088;SPC NC - 217,323.363 784,576.816 MT 0.99990226 +1 06 57.5 EY2088;SPC NC - 713,001.73 2,574,065.77 sFT 0.99990226 +1 06 57.5 EY2088;UTM 18 - 3,951,945.998 313,021.380 MT 1.00003083 -1 12 21.8 EY2088 EY2088! - Elev Factor x Scale Factor = Combined Factor EY2088!SPC NC - 1.00000339 x 0.99990226 = 0.99990565 EY2088!UTM 18 - 1.00000339 x 1.00003083 = 1.00003422 EY2088 EY2088 SUPERSEDED SURVEY CONTROL EY2088 EY2088 NAD 27 - 35 41 36.80500(N) 077 04 00.53400(W) AD( ) 3 EY2088 EY2088.Superseded values are not recommended for survey control. EY2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2088.See file dsdata.txt to determine how the superseded data were derived. EY2088 EY2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1302151946(NAD 83) EY2088_MARK LOGO: NC-013 EY2088 EY2088 HISTORY - Date Condition Report By EY2088 HISTORY - UNK MONUMENTED EY2088 HISTORY - 1948 MARK NOT FOUND CGS EY2088 EY2088 STATION DESCRIPTION EY2088 EY2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2088'THIS MARKER POST HAS BEEN DESTROYED AND A NEW GRANITE BOUNDARY MARKER EY2088'HAS BEEN SET 4.60 METERS (15.1 FEET) S 74 DEG 15 MIN W FROM EY2088'WOOLARD 1931. THE ORIGINAL STATION IS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2089 *********************************************************************** EY2089 DESIGNATION - BOUNDARY MON BEAUFORT MARTIN CO EY2089 PID - EY2089 EY2089 STATE/COUNTY- NC/BEAUFORT EY2089 USGS QUAD - OLD FORD (1979) EY2089 EY2089 *CURRENT SURVEY CONTROL EY2089 ___________________________________________________________________ EY2089* NAD 83(1986)- 35 41 37.08650(N) 077 03 58.92376(W) ADJUSTED EY2089* NAVD 88 - 15. (meters) 49. (feet) SCALED EY2089 ___________________________________________________________________ EY2089 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EY2089 GEOID HEIGHT- -36.29 (meters) GEOID03 EY2089 EY2089 HORZ ORDER - SECOND EY2089 EY2089.The North Carolina HARNS have been completed but, EY2089.due to contractual restrictions, coordinates for these stations EY2089.will NOT be published in the near future. In the interim, the EY2089.published coordinates in North Carolina will not be EY2089.consistent with the Continuously Operating Reference Stations EY2089.(CORS). The HARN coordinates for these stations are available EY2089.upon request. Contact Gary Thompson(919-733-3836). EY2089. EY2089.In addition, the published North Carolina positions EY2089.(NAD 83 (1986)) are NOT consistent with those determined in EY2089.adjacent state readjustments. The discontinuity between stations EY2089.located in North Carolina and those in adjacent states EY2089.which have been adjusted to the HARN may be as much as 5 EY2089.decimeters. This will result in a significant loss of accuracy EY2089.over lines crossing such state borders. EY2089 EY2089 EY2089.The horizontal coordinates were established by classical geodetic methods EY2089.and adjusted by the National Geodetic Survey in July 1986. EY2089 EY2089.The orthometric height was scaled from a topographic map. EY2089 EY2089.The Laplace correction was computed from DEFLEC99 derived deflections. EY2089 EY2089.The geoid height was determined by GEOID03. EY2089 EY2089; North East Units Scale Factor Converg. EY2089;SPC NC - 217,314.400 784,588.291 MT 0.99990225 +1 06 57.7 EY2089;SPC NC - 712,972.33 2,574,103.42 sFT 0.99990225 +1 06 57.7 EY2089;UTM 18 - 3,951,936.575 313,032.484 MT 1.00003078 -1 12 21.5 EY2089 EY2089! - Elev Factor x Scale Factor = Combined Factor EY2089!SPC NC - 1.00000339 x 0.99990225 = 0.99990564 EY2089!UTM 18 - 1.00000339 x 1.00003078 = 1.00003417 EY2089 EY2089 SUPERSEDED SURVEY CONTROL EY2089 EY2089 NAD 27 - 35 41 36.50700(N) 077 04 00.08400(W) AD( ) 2 EY2089 EY2089.Superseded values are not recommended for survey control. EY2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2089.See file dsdata.txt to determine how the superseded data were derived. EY2089 EY2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1303251937(NAD 83) EY2089_MARKER: 71 = BOUNDARY MONUMENT EY2089_MARK LOGO: NC-013 EY2089 EY2089 HISTORY - Date Condition Report By EY2089 HISTORY - 1948 FIRST OBSERVED CGS EY2089 EY2089 STATION DESCRIPTION EY2089 EY2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 EY2089'STATION BOUNDARY MARKER POST PROJECTS EY2089'3-1/2 FEET ABOVE THE GROUND AND IS 4.60 METERS (15.1 FEET) FROM EY2089'STATION WOOLARD S 74 DEG 15 MIN W. EY2089' EY2089'TO REACH STATION WOOLARD FROM N END OF THE DRAW BRIDGE ACROSS THE EY2089'PAMLICO RIVER IN WASHINGTON, PROCEED N ON U.S. HIGHWAY 17, 10.6 MILES EY2089'TO BETTS CROSSROADS. TURN E ON DIRT ROAD 0.80 MILE TO SLIGHT BEND EY2089'IN ROAD AND STATION WOOLARD, DIRECTLY OPPOSITE COUNTY LINE SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9131 *********************************************************************** AF9131 DESIGNATION - BOWENT AF9131 PID - AF9131 AF9131 STATE/COUNTY- NC/BEAUFORT AF9131 USGS QUAD - HOKE (1978) AF9131 AF9131 *CURRENT SURVEY CONTROL AF9131 ___________________________________________________________________ AF9131* NAD 83(1986)- 35 41 23.35397(N) 076 46 23.65378(W) ADJUSTED AF9131* NAVD 88 - 12.3 (meters) 40. (feet) VERT ANG AF9131 ___________________________________________________________________ AF9131 LAPLACE CORR- -2.58 (seconds) DEFLEC99 AF9131 GEOID HEIGHT- -36.80 (meters) GEOID03 AF9131 AF9131 HORZ ORDER - SECOND AF9131 AF9131.The North Carolina HARNS have been completed but, AF9131.due to contractual restrictions, coordinates for these stations AF9131.will NOT be published in the near future. In the interim, the AF9131.published coordinates in North Carolina will not be AF9131.consistent with the Continuously Operating Reference Stations AF9131.(CORS). The HARN coordinates for these stations are available AF9131.upon request. Contact Gary Thompson(919-733-3836). AF9131. AF9131.In addition, the published North Carolina positions AF9131.(NAD 83 (1986)) are NOT consistent with those determined in AF9131.adjacent state readjustments. The discontinuity between stations AF9131.located in North Carolina and those in adjacent states AF9131.which have been adjusted to the HARN may be as much as 5 AF9131.decimeters. This will result in a significant loss of accuracy AF9131.over lines crossing such state borders. AF9131 AF9131 AF9131.The horizontal coordinates were established by classical geodetic methods AF9131.and adjusted by the National Geodetic Survey in July 1998. AF9131 AF9131.The orthometric height was determined by vertical angle observations. AF9131 AF9131.The Laplace correction was computed from DEFLEC99 derived deflections. AF9131 AF9131.The geoid height was determined by GEOID03. AF9131 AF9131; North East Units Scale Factor Converg. AF9131;SPC NC - 217,447.178 811,120.933 MT 0.99990174 +1 17 06.8 AF9131;SPC NC - 713,407.95 2,661,152.59 sFT 0.99990174 +1 17 06.8 AF9131;UTM 18 - 3,950,994.672 339,550.609 MT 0.99991724 -1 02 05.0 AF9131 AF9131! - Elev Factor x Scale Factor = Combined Factor AF9131!SPC NC - 1.00000384 x 0.99990174 = 0.99990558 AF9131!UTM 18 - 1.00000384 x 0.99991724 = 0.99992108 AF9131 AF9131 SUPERSEDED SURVEY CONTROL AF9131 AF9131.No superseded survey control is available for this station. AF9131 AF9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3955150995(NAD 83) AF9131_MARKER: DE = TRAVERSE STATION DISK AF9131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9131_STAMPING: BOWENT 1983 AF9131_MARK LOGO: NCGS AF9131_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9131+STABILITY: SURFACE MOTION AF9131 AF9131 HISTORY - Date Condition Report By AF9131 HISTORY - 1983 MONUMENTED NCGS AF9131 AF9131 STATION DESCRIPTION AF9131 AF9131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9131'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) NORTHEAST OF PINETOWN AND AF9131'30.3 KM (18.80 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 12.9 AF9131'KM (8.00 MI) SOUTH FROM NC 45 AND NC 99, OR 0.6 KM (0.35 MI) SOUTH AF9131'FROM THE LONG ACRE CHAPEL CHURCH, IN THE LEFT SHOULDER, NEAR THE AF9131'1-STORY D.B. BOWEN RESIDENCE. MARK IS RECESSED 4 INCHES BELOW GROUND. AF9131'LOCATED 5.6 M (18.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AF9131'25.4 M (83.3 FT) NORTHEAST OF THE CENTERLINE OF A DIRT DRIVE, 24.0 M AF9131'(78.7 FT) SOUTHWEST OF A 24-INCH PECAN, 17.6 M (57.7 FT) SOUTHWEST OF AF9131'THE SOUTHEAST END OF A DRIVEWAY CULVERT ON THE EAST SIDE OF NC 32, AF9131'32.4 M (106.3 FT) WEST OF THE NORTHWEST CORNER OF A 1-STORY FRAME AF9131'RESIDENCE--AND 23.7 M (77.8 FT) NORTHWEST OF A POWER POLE, 32.0 M AF9131'(105.0 FT) NORTHEAST OF A POWER POLE WITH A PEDESTAL--BOTH WITH AF9131'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4116 *********************************************************************** EY4116 DESIGNATION - BOYD EY4116 PID - EY4116 EY4116 STATE/COUNTY- NC/BEAUFORT EY4116 USGS QUAD - BUNYAN (1974) EY4116 EY4116 *CURRENT SURVEY CONTROL EY4116 ___________________________________________________________________ EY4116* NAD 83(1986)- 35 30 55.77345(N) 076 54 58.89682(W) ADJUSTED EY4116* NAVD 88 - 9.446 (meters) 30.99 (feet) ADJUSTED EY4116 ___________________________________________________________________ EY4116 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EY4116 GEOID HEIGHT- -36.83 (meters) GEOID03 EY4116 DYNAMIC HT - 9.438 (meters) 30.96 (feet) COMP EY4116 MODELED GRAV- 979,761.6 (mgal) NAVD 88 EY4116 EY4116 HORZ ORDER - SECOND EY4116 VERT ORDER - SECOND CLASS II EY4116 EY4116.The North Carolina HARNS have been completed but, EY4116.due to contractual restrictions, coordinates for these stations EY4116.will NOT be published in the near future. In the interim, the EY4116.published coordinates in North Carolina will not be EY4116.consistent with the Continuously Operating Reference Stations EY4116.(CORS). The HARN coordinates for these stations are available EY4116.upon request. Contact Gary Thompson(919-733-3836). EY4116. EY4116.In addition, the published North Carolina positions EY4116.(NAD 83 (1986)) are NOT consistent with those determined in EY4116.adjacent state readjustments. The discontinuity between stations EY4116.located in North Carolina and those in adjacent states EY4116.which have been adjusted to the HARN may be as much as 5 EY4116.decimeters. This will result in a significant loss of accuracy EY4116.over lines crossing such state borders. EY4116 EY4116 EY4116.The horizontal coordinates were established by classical geodetic methods EY4116.and adjusted by the National Geodetic Survey in July 1998. EY4116 EY4116.The orthometric height was determined by differential leveling EY4116.and adjusted by the National Geodetic Survey in June 1991. EY4116 EY4116.The Laplace correction was computed from DEFLEC99 derived deflections. EY4116 EY4116.The geoid height was determined by GEOID03. EY4116 EY4116.The dynamic height is computed by dividing the NAVD 88 EY4116.geopotential number by the normal gravity value computed on the EY4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4116.degrees latitude (g = 980.6199 gals.). EY4116 EY4116.The modeled gravity was interpolated from observed gravity values. EY4116 EY4116; North East Units Scale Factor Converg. EY4116;SPC NC - 197,830.356 798,576.319 MT 0.99988315 +1 12 09.4 EY4116;SPC NC - 649,048.43 2,619,995.81 sFT 0.99988315 +1 12 09.4 EY4116;UTM 18 - 3,931,900.297 326,222.106 MT 0.99997215 -1 06 48.7 EY4116 EY4116! - Elev Factor x Scale Factor = Combined Factor EY4116!SPC NC - 1.00000430 x 0.99988315 = 0.99988745 EY4116!UTM 18 - 1.00000430 x 0.99997215 = 0.99997645 EY4116 EY4116 SUPERSEDED SURVEY CONTROL EY4116 EY4116 NAVD 88 (07/14/98) 9.45 (m) 31.0 (f) LEVELING 3 EY4116 EY4116.Superseded values are not recommended for survey control. EY4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4116.See file dsdata.txt to determine how the superseded data were derived. EY4116 EY4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2622231900(NAD 83) EY4116_MARKER: DE = TRAVERSE STATION DISK EY4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4116_SP_SET: CONCRETE POST EY4116_STAMPING: BOYD 1982 EY4116_MARK LOGO: NCGS EY4116_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4116+STABILITY: SURFACE MOTION EY4116 EY4116 HISTORY - Date Condition Report By EY4116 HISTORY - 1982 MONUMENTED NCGS EY4116 HISTORY - 19840601 GOOD NCGS EY4116 EY4116 STATION DESCRIPTION EY4116 EY4116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4116'13.5 KM (8.4 MI) ESE FROM WASHINGTON. EY4116'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) EAST-SOUTHEAST OF EY4116'WASHINGTON AND 24.5 KM (15.2 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4116'264 FOR 3.4 KM (2.1 MI) EAST FROM THE INTERSECTION WITH NC 32, OR 1.4 EY4116'KM (0.85 MI) WEST FROM THE INTERSECTION WITH NC 92, ON THE SOUTH SIDE EY4116'OF THE HIGHWAY, IN THE YARD OF A 1-STORY BRICK HOUSE. THE STATION IS EY4116'A STANDARD NCGS DISK STAMPED---BOYD 1982---, SET INTO THE TOP OF A EY4116'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. EY4116'LOCATED 11.0 METERS (36.2 FT) SOUTHWEST OF THE CENTERLINE OF US 264, EY4116'26.7 METERS (87.5 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 2.6 METERS EY4116'(8.6 FT) SOUTHWEST OF THE WEST END OF A CONCRETE DRIVEWAY EY4116'CULVERT--AND 4.3 METERS (14.0 FT) NORTHEAST OF A POWER POLE, 10.2 EY4116'METERS (33.4 FT) NORTH OF A 36-INCH OAK, AND 24.9 METERS (81.8 FT) EY4116'SOUTHEAST OF A 24-INCH OAK--ALL THREE WITH REFERENCE TAGS. EY4116 EY4116 STATION RECOVERY (1984) EY4116 EY4116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4116'STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) EAST-SOUTHEAST OF EY4116'WASHINGTON AND 24.5 KM (15.20 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4116'264 FOR 3.4 KM (2.10 MI) EAST FROM NC 32, OR 1.4 KM (0.85 MI) WEST EY4116'FROM NC 92, ON THE SOUTH SIDE OF THE HIGHWAY, IN THE YARD OF A 1-STORY EY4116'BRICK HOUSE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 11.0 M EY4116'(36.1 FT) SOUTHWEST OF THE CENTERLINE OF US 264, 26.7 M (87.6 FT) EY4116'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 2.6 M (8.5 FT) SOUTHWEST OF THE EY4116'WEST END OF A CONCRETE DRIVEWAY CULVERT--AND 4.3 M (14.1 FT) NORTHEAST EY4116'OF A POWER POLE, 10.2 M (33.5 FT) NORTH OF A 36-INCH OAK, AND 24.9 M EY4116'(81.7 FT) SOUTHEAST OF A 24-INCH OAK--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3992 *********************************************************************** EY3992 DESIGNATION - BRICK SILO EY3992 PID - EY3992 EY3992 STATE/COUNTY- NC/BEAUFORT EY3992 USGS QUAD - BELHAVEN (1974) EY3992 EY3992 *CURRENT SURVEY CONTROL EY3992 ___________________________________________________________________ EY3992* NAD 83(1986)- 35 32 02.21902(N) 076 32 36.04040(W) ADJUSTED EY3992* NAVD 88 - EY3992 ___________________________________________________________________ EY3992 LAPLACE CORR- -3.03 (seconds) DEFLEC99 EY3992 GEOID HEIGHT- -37.29 (meters) GEOID03 EY3992 EY3992 HORZ ORDER - THIRD EY3992 EY3992.The North Carolina HARNS have been completed but, EY3992.due to contractual restrictions, coordinates for these stations EY3992.will NOT be published in the near future. In the interim, the EY3992.published coordinates in North Carolina will not be EY3992.consistent with the Continuously Operating Reference Stations EY3992.(CORS). The HARN coordinates for these stations are available EY3992.upon request. Contact Gary Thompson(919-733-3836). EY3992. EY3992.In addition, the published North Carolina positions EY3992.(NAD 83 (1986)) are NOT consistent with those determined in EY3992.adjacent state readjustments. The discontinuity between stations EY3992.located in North Carolina and those in adjacent states EY3992.which have been adjusted to the HARN may be as much as 5 EY3992.decimeters. This will result in a significant loss of accuracy EY3992.over lines crossing such state borders. EY3992 EY3992 EY3992.The horizontal coordinates were established by classical geodetic methods EY3992.and adjusted by the National Geodetic Survey in July 1986. EY3992 EY3992 EY3992.The Laplace correction was computed from DEFLEC99 derived deflections. EY3992 EY3992.The geoid height was determined by GEOID03. EY3992 EY3992; North East Units Scale Factor Converg. EY3992;SPC NC - 200,650.950 832,349.817 MT 0.99988468 +1 25 04.5 EY3992;SPC NC - 658,302.33 2,730,801.02 sFT 0.99988468 +1 25 04.5 EY3992;UTM 18 - 3,933,354.037 360,082.680 MT 0.99984125 -0 53 49.6 EY3992 EY3992 SUPERSEDED SURVEY CONTROL EY3992 EY3992 NAD 27 - 35 32 01.62100(N) 076 32 37.30100(W) AD( ) 3 EY3992 EY3992.Superseded values are not recommended for survey control. EY3992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3992.See file dsdata.txt to determine how the superseded data were derived. EY3992 EY3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6008333354(NAD 83) EY3992_MARKER: 64 = SILO EY3992 EY3992 HISTORY - Date Condition Report By EY3992 HISTORY - 1934 FIRST OBSERVED CGS EY3992 HISTORY - 1949 GOOD CGS EY3992 HISTORY - 1985 GOOD USPSQD EY3992 EY3992 STATION DESCRIPTION EY3992 EY3992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3992'RED, BRICK SILO ON THE N SIDE OF THE PUNGO RIVER, 4-1/2 MILES EY3992'E OF BELHAVEN, 1/2 MILE W OF UPPER DOWRY CREEK, 1/4 MILE FROM EY3992'SHORE LINE. EY3992 EY3992 STATION RECOVERY (1949) EY3992 EY3992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3992'RECOVERED IN GOOD CONDITION. ORIGINAL DESCRIPTION IS EY3992'ADEQUATE. THIS IS THE ONLY BRICK SILO IN THE VICINITY. EY3992 EY3992 STATION RECOVERY (1985) EY3992 EY3992'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEW) EY3992'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1496 *********************************************************************** EY1496 DESIGNATION - BRIDGE EY1496 PID - EY1496 EY1496 STATE/COUNTY- NC/BEAUFORT EY1496 USGS QUAD - WASHINGTON (1983) EY1496 EY1496 *CURRENT SURVEY CONTROL EY1496 ___________________________________________________________________ EY1496* NAD 83(1986)- 35 32 41.55036(N) 077 03 39.45599(W) ADJUSTED EY1496* NAVD 88 - 2.773 (meters) 9.10 (feet) ADJUSTED EY1496 ___________________________________________________________________ EY1496 LAPLACE CORR- -2.13 (seconds) DEFLEC99 EY1496 GEOID HEIGHT- -36.62 (meters) GEOID03 EY1496 DYNAMIC HT - 2.771 (meters) 9.09 (feet) COMP EY1496 MODELED GRAV- 979,759.0 (mgal) NAVD 88 EY1496 EY1496 HORZ ORDER - SECOND EY1496 VERT ORDER - FIRST CLASS II EY1496 EY1496.The North Carolina HARNS have been completed but, EY1496.due to contractual restrictions, coordinates for these stations EY1496.will NOT be published in the near future. In the interim, the EY1496.published coordinates in North Carolina will not be EY1496.consistent with the Continuously Operating Reference Stations EY1496.(CORS). The HARN coordinates for these stations are available EY1496.upon request. Contact Gary Thompson(919-733-3836). EY1496. EY1496.In addition, the published North Carolina positions EY1496.(NAD 83 (1986)) are NOT consistent with those determined in EY1496.adjacent state readjustments. The discontinuity between stations EY1496.located in North Carolina and those in adjacent states EY1496.which have been adjusted to the HARN may be as much as 5 EY1496.decimeters. This will result in a significant loss of accuracy EY1496.over lines crossing such state borders. EY1496 EY1496 EY1496.The horizontal coordinates were established by classical geodetic methods EY1496.and adjusted by the National Geodetic Survey in July 1986. EY1496 EY1496.The orthometric height was determined by differential leveling EY1496.and adjusted by the National Geodetic Survey in June 1991. EY1496 EY1496.The Laplace correction was computed from DEFLEC99 derived deflections. EY1496 EY1496.The geoid height was determined by GEOID03. EY1496 EY1496.The dynamic height is computed by dividing the NAVD 88 EY1496.geopotential number by the normal gravity value computed on the EY1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1496.degrees latitude (g = 980.6199 gals.). EY1496 EY1496.The modeled gravity was interpolated from observed gravity values. EY1496 EY1496; North East Units Scale Factor Converg. EY1496;SPC NC - 200,823.636 785,399.949 MT 0.99988563 +1 07 09.0 EY1496;SPC NC - 658,868.88 2,576,766.33 sFT 0.99988563 +1 07 09.0 EY1496;UTM 18 - 3,935,424.209 313,175.995 MT 1.00003013 -1 11 54.5 EY1496 EY1496! - Elev Factor x Scale Factor = Combined Factor EY1496!SPC NC - 1.00000531 x 0.99988563 = 0.99989094 EY1496!UTM 18 - 1.00000531 x 1.00003013 = 1.00003544 EY1496 EY1496: Primary Azimuth Mark Grid Az EY1496:SPC NC - BELK 120 14 03.9 EY1496:UTM 18 - BELK 122 33 07.4 EY1496 EY1496|---------------------------------------------------------------------| EY1496| PID Reference Object Distance Geod. Az | EY1496| dddmmss.s | EY1496| EY2115 FIFTH APPROX. 0.6 KM 0314827.0 | EY1496| EY2100 BELK 483.584 METERS 1212112.9 | EY1496|---------------------------------------------------------------------| EY1496 EY1496 SUPERSEDED SURVEY CONTROL EY1496 EY1496 NAD 27 - 35 32 40.96243(N) 077 03 40.62880(W) AD( ) 2 EY1496 NGVD 29 (10/26/90) 3.10 (m) 10.2 (f) LEVELING 3 EY1496 EY1496.Superseded values are not recommended for survey control. EY1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1496.See file dsdata.txt to determine how the superseded data were derived. EY1496 EY1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1317635424(NAD 83) EY1496_MARKER: DE = TRAVERSE STATION DISK EY1496_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EY1496_SP_SET: SIDEWALK EY1496_STAMPING: BRIDGE 1965 EY1496_MARK LOGO: NCGS EY1496_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY1496+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004 EY1496 EY1496 HISTORY - Date Condition Report By EY1496 HISTORY - 1965 MONUMENTED NCGS EY1496 HISTORY - 1979 GOOD NCGS EY1496 HISTORY - 1979 GOOD NCGS EY1496 HISTORY - 1983 GOOD USPSQD EY1496 HISTORY - 1989 GOOD USPSQD EY1496 HISTORY - 19931014 GOOD NCGS EY1496 HISTORY - 20030517 GOOD USPSQD EY1496 HISTORY - 20040624 GOOD USPSQD EY1496 EY1496 STATION DESCRIPTION EY1496 EY1496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY1496'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY1496'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY1496' EY1496'BRIDGE IS APPROXIMATELY 100 FT N OF THE N END OF PAMLICO EY1496'RIVER BRIDGE. AT NW QUAD OF U.S. 17 AND W MAIN EY1496'ST. APPROXIMATELY 75 FT S OF SERVICE STATION. AND CEMENTED EY1496'IN SIDEWALK N OF MAIN AND W OF U.S. 17 (BRIDGE ST.) EY1496' EY1496'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EY1496'CEMENTED IN THE SIDEWALK FLUSH WITH THE SURFACE OF THE SIDEWALK. EY1496' EY1496'MARK IS EY1496' EY1496'20.6 FT SW OF PP ON W SIDE OF BRIDGE ST. EY1496' EY1496'7.8 FT N OF N CURB ON MAIN ST. WITH ALUMINUM REF. TAG EY1496' EY1496'66.5 FT S OF 2ND PP N OF STOP LIGHT EY1496' EY1496'14.6 FT W OF CURB OF BRIDGE ST. EY1496' EY1496'57.0 FT SE OF SE CORNER OF GULF STATION EY1496' EY1496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY1496 EY1496 STATION RECOVERY (1979) EY1496 EY1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1496'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EY1496 EY1496 STATION RECOVERY (1979) EY1496 EY1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1496'IN WASHINGTON. EY1496'LOCATED AT THE INTERSECTION OF U.S. 17 (BRIDGE STREET) AND MAIN EY1496'STREET IN WASHINGTON, APPROXIMATELY 100 FEET NORTH OF THE NORTH EY1496'END OF U.S. 17 BRIDGE OVER PAMLICO RIVER AND IN SIDEWALK IN NORTH EY1496'QUADRANT OF INTERSECTION, 46.3 FEET NORTHWEST OF CENTERLINE OF EY1496'HIGHWAY, 24.9 FEET NORTHEAST OF CENTERLINE MAIN STREET, 66.4 FEET EY1496'SOUTHWEST OF A POWER POLE WITH REFERENCE TAG, 20.4 FEET WEST OF A EY1496'POWER POLE WITH REFERENCE TAG AND 56.7 FEET SOUTH OF SOUTHWEST EY1496'CORNER OF GULF SERVICE STATION. EY1496'THE MARK IS ABOVE LEVEL WITH SIDEWALK. EY1496 EY1496 STATION RECOVERY (1983) EY1496 EY1496'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY1496'BRIDGE 1965 RECOVERED GOOD. EY1496' EY1496'DISCRIPTION CORRECT AND ADEQUATE. EY1496 EY1496 STATION RECOVERY (1989) EY1496 EY1496'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG) EY1496'RECOVERED IN GOOD CONDITION. EY1496 EY1496 STATION RECOVERY (1993) EY1496 EY1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EY1496'RECOVERED AS DESCRIBED. EY1496 EY1496 STATION RECOVERY (2003) EY1496 EY1496'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY1496'SERVICE STATION IS NOW A VACANT BUILDING EY1496 EY1496 STATION RECOVERY (2004) EY1496 EY1496'RECOVERY NOTE BY US POWER SQUADRON 2004 EY1496'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2101 *********************************************************************** EY2101 DESIGNATION - BRIDGE EY2101 PID - EY2101 EY2101 STATE/COUNTY- NC/BEAUFORT EY2101 USGS QUAD - WASHINGTON (1983) EY2101 EY2101 *CURRENT SURVEY CONTROL EY2101 ___________________________________________________________________ EY2101* NAD 83(1986)- 35 32 13.43786(N) 077 02 48.36680(W) ADJUSTED EY2101* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2101 ___________________________________________________________________ EY2101 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2101 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2101 EY2101 HORZ ORDER - THIRD EY2101 EY2101.The North Carolina HARNS have been completed but, EY2101.due to contractual restrictions, coordinates for these stations EY2101.will NOT be published in the near future. In the interim, the EY2101.published coordinates in North Carolina will not be EY2101.consistent with the Continuously Operating Reference Stations EY2101.(CORS). The HARN coordinates for these stations are available EY2101.upon request. Contact Gary Thompson(919-733-3836). EY2101. EY2101.In addition, the published North Carolina positions EY2101.(NAD 83 (1986)) are NOT consistent with those determined in EY2101.adjacent state readjustments. The discontinuity between stations EY2101.located in North Carolina and those in adjacent states EY2101.which have been adjusted to the HARN may be as much as 5 EY2101.decimeters. This will result in a significant loss of accuracy EY2101.over lines crossing such state borders. EY2101 EY2101 EY2101.The horizontal coordinates were established by classical geodetic methods EY2101.and adjusted by the National Geodetic Survey in July 1986. EY2101 EY2101.The orthometric height was scaled from a topographic map. EY2101 EY2101.The Laplace correction was computed from DEFLEC99 derived deflections. EY2101 EY2101.The geoid height was determined by GEOID03. EY2101 EY2101; North East Units Scale Factor Converg. EY2101;SPC NC - 199,982.711 786,703.464 MT 0.99988495 +1 07 38.4 EY2101;SPC NC - 656,109.94 2,581,042.95 sFT 0.99988495 +1 07 38.4 EY2101;UTM 18 - 3,934,531.136 314,444.619 MT 1.00002431 -1 11 23.9 EY2101 EY2101! - Elev Factor x Scale Factor = Combined Factor EY2101!SPC NC - 1.00000565 x 0.99988495 = 0.99989060 EY2101!UTM 18 - 1.00000565 x 1.00002431 = 1.00002996 EY2101 EY2101: Primary Azimuth Mark Grid Az EY2101:SPC NC - CEDAR GROVE RESET 122 20 20.1 EY2101:UTM 18 - CEDAR GROVE RESET 124 39 22.4 EY2101 EY2101|---------------------------------------------------------------------| EY2101| PID Reference Object Distance Geod. Az | EY2101| dddmmss.s | EY2101| EY2140 NORTHWEST STACK 496.990 METERS 0952617.9 | EY2101| EY2104 CEDAR GROVE RESET APPROX. 1.2 KM 1232758.5 | EY2101| EY2116 FLAG IN WATER APPROX. 0.6 KM 1610509.9 | EY2101| EY2186 WINDMILL POINT SHOAL LIGHT OLD APPROX. 0.8 KM 1743755.9 | EY2101| EY2185 WINDMILL POINT SHOAL LIGHT NEW APPROX. 0.6 KM 1874535.0 | EY2101| EY2139 N AND S RR BRIDGE W SEMAPHORE APPROX. 0.5 KM 2513658.8 | EY2101| EY2138 N AND S RR BRIDGE E SEMAPHORE 352.165 METERS 25306 | EY2101| EY2197 POLE ON ISLAND APPROX. 0.7 KM 2823251.7 | EY2101| EY2173 WASHINGTON N AND S RR TANK 148.088 METERS 31547 | EY2101| EY4407 BRIDGE RM 21.170 METERS 32305 | EY2101|---------------------------------------------------------------------| EY2101 EY2101 SUPERSEDED SURVEY CONTROL EY2101 EY2101 NAD 27 - 35 32 12.85900(N) 077 02 49.53700(W) AD( ) 3 EY2101 EY2101.Superseded values are not recommended for survey control. EY2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2101.See file dsdata.txt to determine how the superseded data were derived. EY2101 EY2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1444534531(NAD 83) EY2101_MARKER: DS = TRIANGULATION STATION DISK EY2101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2101_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2101 EY2101 HISTORY - Date Condition Report By EY2101 HISTORY - 1914 MONUMENTED CGS EY2101 HISTORY - 1933 MARK NOT FOUND CGS EY2101 HISTORY - 1985 GOOD USPSQD EY2101 HISTORY - 1989 GOOD USPSQD EY2101 HISTORY - 19980207 GOOD USPSQD EY2101 HISTORY - 20030517 MARK NOT FOUND USPSQD EY2101 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2101 EY2101 STATION DESCRIPTION EY2101 EY2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2101'STATION IS VERY CLOSE TO THE EASTERN END OF THE NORFOLK SOUTHERN EY2101'RAILROAD TRESTLE ACROSS PAMLICO RIVER, ON THE S SIDE OF THE RAILROAD EY2101'FILL, 25 YARDS FROM THE TRESTLE ABUTMENT AND 8 FEET FROM THE EY2101'CENTER OF THE TRACK. EY2101' EY2101'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2101'CONCRETE, IN THE TOPS OF TILES. EY2101' EY2101'THE REFERENCE MARK IS 21.17 METERS (69.5 FEET) FROM THE STATION EY2101'N 36 DEG 55 MIN W. EY2101 EY2101 STATION RECOVERY (1933) EY2101 EY2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2101'STATION WAS NOT FOUND, BUT A REFERENCE MARK WAS RECOVERED IN GOOD EY2101'CONDITION AND TIED INTO A NEW STATION. EY2101' EY2101'NEW STATION SWITCH WAS ESTABLISHED IN THE SAME VICINITY. EY2101 EY2101 STATION RECOVERY (1985) EY2101 EY2101'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2101'RECOVERED IN GOOD CONDITION. EY2101 EY2101 STATION RECOVERY (1989) EY2101 EY2101'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG) EY2101'RECOVERED IN GOOD CONDITION. EY2101 EY2101 STATION RECOVERY (1998) EY2101 EY2101'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2101'RECOVERED IN GOOD CONDITION. EY2101 EY2101 STATION RECOVERY (2003) EY2101 EY2101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2101'TRACK AREA COVERED WITH NEW GRAVEL. MARK MAY STILL BE THERE. EY2101 EY2101 STATION RECOVERY (2004) EY2101 EY2101'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2101'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2102 *********************************************************************** EY2102 DESIGNATION - BRIGHT EY2102 PID - EY2102 EY2102 STATE/COUNTY- NC/BEAUFORT EY2102 USGS QUAD - WASHINGTON (1983) EY2102 EY2102 *CURRENT SURVEY CONTROL EY2102 ___________________________________________________________________ EY2102* NAD 83(1986)- 35 31 28.73434(N) 077 02 35.01898(W) ADJUSTED EY2102* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2102 ___________________________________________________________________ EY2102 LAPLACE CORR- -1.82 (seconds) DEFLEC99 EY2102 GEOID HEIGHT- -36.67 (meters) GEOID03 EY2102 EY2102 HORZ ORDER - THIRD EY2102 EY2102.The North Carolina HARNS have been completed but, EY2102.due to contractual restrictions, coordinates for these stations EY2102.will NOT be published in the near future. In the interim, the EY2102.published coordinates in North Carolina will not be EY2102.consistent with the Continuously Operating Reference Stations EY2102.(CORS). The HARN coordinates for these stations are available EY2102.upon request. Contact Gary Thompson(919-733-3836). EY2102. EY2102.In addition, the published North Carolina positions EY2102.(NAD 83 (1986)) are NOT consistent with those determined in EY2102.adjacent state readjustments. The discontinuity between stations EY2102.located in North Carolina and those in adjacent states EY2102.which have been adjusted to the HARN may be as much as 5 EY2102.decimeters. This will result in a significant loss of accuracy EY2102.over lines crossing such state borders. EY2102 EY2102 EY2102.The horizontal coordinates were established by classical geodetic methods EY2102.and adjusted by the National Geodetic Survey in July 1986. EY2102 EY2102.The orthometric height was scaled from a topographic map. EY2102 EY2102.The Laplace correction was computed from DEFLEC99 derived deflections. EY2102 EY2102.The geoid height was determined by GEOID03. EY2102 EY2102; North East Units Scale Factor Converg. EY2102;SPC NC - 198,612.017 787,066.760 MT 0.99988389 +1 07 46.2 EY2102;SPC NC - 651,612.93 2,582,234.86 sFT 0.99988389 +1 07 46.2 EY2102;UTM 18 - 3,933,146.682 314,752.243 MT 1.00002291 -1 11 14.9 EY2102 EY2102! - Elev Factor x Scale Factor = Combined Factor EY2102!SPC NC - 1.00000581 x 0.99988389 = 0.99988970 EY2102!UTM 18 - 1.00000581 x 1.00002291 = 1.00002872 EY2102 EY2102: Primary Azimuth Mark Grid Az EY2102:SPC NC - SOFT 304 35 14.0 EY2102:UTM 18 - SOFT 306 54 15.1 EY2102 EY2102|---------------------------------------------------------------------| EY2102| PID Reference Object Distance Geod. Az | EY2102| dddmmss.s | EY2102| EY2181 WATER TANK APPROX. 1.5 KM 0813217.1 | EY2102| EY2190 RODMAN POINT SHOAL BEACON 443.044 METERS 0873928.0 | EY2102| EY2153 RODNEY 2 12.656 METERS 09207 | EY2102| EY4412 BRIGHT RM 1 13.125 METERS 19337 | EY2102| EY4413 BRIGHT RM 2 11.090 METERS 26505 | EY2102| EY2192 SOFT APPROX. 1.0 KM 3054300.2 | EY2102| EY2099 BEACON LIGHT APPROX. 0.9 KM 3264857.8 | EY2102| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 2.8 KM 3282906.8 | EY2102| EY2174 WASHINGTON NS RR BRIDGE CEN APPROX. 1.5 KM 3284918.8 | EY2102| EY2180 WASHINGTON WEA BUREAU TOWER APPROX. 1.5 KM 3465428.1 | EY2102|---------------------------------------------------------------------| EY2102 EY2102 SUPERSEDED SURVEY CONTROL EY2102 EY2102 NAD 27 - 35 31 28.14800(N) 077 02 36.19000(W) AD( ) 3 EY2102 EY2102.Superseded values are not recommended for survey control. EY2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2102.See file dsdata.txt to determine how the superseded data were derived. EY2102 EY2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1475233147(NAD 83) EY2102_MARKER: DS = TRIANGULATION STATION DISK EY2102_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2102_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2102 EY2102 HISTORY - Date Condition Report By EY2102 HISTORY - 1933 MONUMENTED CGS EY2102 HISTORY - 1948 GOOD CGS EY2102 EY2102 STATION DESCRIPTION EY2102 EY2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2102'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON RODMAN POINT, EY2102'ACROSS FROM WASHINGTON ABOUT 3/4 MILE BELOW THE BRIDGE ACROSS EY2102'THE RIVER, 200 METERS E OF THE MOUTH OF RODMAN CREEK, IN A WET EY2102'MARSH COVERED WITH BUSHES AND REEDS. IT IS NEAR THE RECOVERED EY2102'STATION OF RODNEY 2 U.S.E. (1914). THERE IS A LONE 18-INCH EY2102'CYPRESS ON THE UPPER SIDE OF THE POINT 30 METERS NORTHERLY FROM EY2102'THE STATION. THE STATION IS 10 METERS FROM THE SHORE. EY2102' EY2102'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2102'IN THE TOPS OF TILES. EY2102' EY2102'REFERENCE MARK NO. 1 IS INSHORE FROM THE POINT AND THE STATION. EY2102' EY2102'REFERENCE MARK NO. 2 IS ABOUT S OF THE STATION AND ABOUT THE EY2102'SAME DISTANCE FROM THE SHORE. EY2102' EY2102'THE OLD STATION IS ON THE SHORE ON THE LOWER SIDE OF THE POINT. EY2102' EY2102'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.4 METERS. EY2102 EY2102 STATION RECOVERY (1948) EY2102 EY2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2102'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD EY2102'CONDITION. THEY PROJECT 3 INCHES ABOVE THE GROUND. REFERENCE EY2102'MARK 2 WAS RECOVERED IN GOOD CONDITION BUT WAS BURIED 4 INCHES EY2102'BELOW THE SURFACE OF THE GROUND. ORIGINAL DESCRIPTION IS EY2102'INADEQUATE. NEW DESCRIPTION FOLLOWS-- EY2102' EY2102'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON RODMAN POINT, EY2102'ABOUT 3/4 MILE BELOW THE BRIDGE, AND 200 METERS E OF THE MOUTH EY2102'OF RODMAN CREEK, IN A WET MARSH COVERED WITH BUSHES AND EY2102'REEDS. IT IS NEAR THE RECOVERED STATION OF RODNEY 2 EY2102'U.S.E. (1914). STATION IS 11.45 METERS BEARING 145 DEG EY2102'MAG. FROM A 12-INCH TRIANGULAR BLAZED CYPRESS WHICH IS ON RANGE EY2102'WITH THE CENTER OF DRAW OF THE RAILROAD BRIDGE. IT IS 6.93 EY2102'METERS SW OF AN 8-INCH TRIANGULAR-BLAZED CYPRESS. EY2102' EY2102'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, IN THE EY2102'TOP OF A TILE. EY2102' EY2102'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE, EY2102'IN THE TOP OF A TILE. IT IS INSHORE FROM THE POINT AND THE EY2102'STATION. EY2102' EY2102'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE, EY2102'IN THE TOP OF A TILE. IT BEARS 205 DEG MAG. 11.4 METERS FROM EY2102'THE 12-INCH BLAZED CYPRESS. EY2102' EY2102'THE OLD STATION IS ABOUT 2 METERS OFFSHORE ON THE LOWER SIDE EY2102'OF THE POINT AND ABOUT 2 INCHES BENEATH THE SURFACE OF THE WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3919 *********************************************************************** EY3919 DESIGNATION - BROAD EY3919 PID - EY3919 EY3919 STATE/COUNTY- NC/BEAUFORT EY3919 USGS QUAD - BLOUNTS BAY (1993) EY3919 EY3919 *CURRENT SURVEY CONTROL EY3919 ___________________________________________________________________ EY3919* NAD 83(1986)- 35 29 29.16841(N) 076 57 35.62485(W) ADJUSTED EY3919* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3919 ___________________________________________________________________ EY3919 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY3919 GEOID HEIGHT- -36.81 (meters) GEOID03 EY3919 EY3919 HORZ ORDER - THIRD EY3919 EY3919.The North Carolina HARNS have been completed but, EY3919.due to contractual restrictions, coordinates for these stations EY3919.will NOT be published in the near future. In the interim, the EY3919.published coordinates in North Carolina will not be EY3919.consistent with the Continuously Operating Reference Stations EY3919.(CORS). The HARN coordinates for these stations are available EY3919.upon request. Contact Gary Thompson(919-733-3836). EY3919. EY3919.In addition, the published North Carolina positions EY3919.(NAD 83 (1986)) are NOT consistent with those determined in EY3919.adjacent state readjustments. The discontinuity between stations EY3919.located in North Carolina and those in adjacent states EY3919.which have been adjusted to the HARN may be as much as 5 EY3919.decimeters. This will result in a significant loss of accuracy EY3919.over lines crossing such state borders. EY3919 EY3919 EY3919.The horizontal coordinates were established by classical geodetic methods EY3919.and adjusted by the National Geodetic Survey in July 1986. EY3919 EY3919.The orthometric height was scaled from a topographic map. EY3919 EY3919.The Laplace correction was computed from DEFLEC99 derived deflections. EY3919 EY3919.The geoid height was determined by GEOID03. EY3919 EY3919; North East Units Scale Factor Converg. EY3919;SPC NC - 195,080.109 794,683.278 MT 0.99988131 +1 10 39.0 EY3919;SPC NC - 640,025.32 2,607,223.39 sFT 0.99988131 +1 10 39.0 EY3919;UTM 18 - 3,929,309.355 322,220.715 MT 0.99998949 -1 08 17.4 EY3919 EY3919! - Elev Factor x Scale Factor = Combined Factor EY3919!SPC NC - 1.00000551 x 0.99988131 = 0.99988682 EY3919!UTM 18 - 1.00000551 x 0.99998949 = 0.99999500 EY3919 EY3919 SUPERSEDED SURVEY CONTROL EY3919 EY3919 NAD 27 - 35 29 28.57800(N) 076 57 36.81600(W) AD( ) 3 EY3919 EY3919.Superseded values are not recommended for survey control. EY3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3919.See file dsdata.txt to determine how the superseded data were derived. EY3919 EY3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2222129309(NAD 83) EY3919_MARKER: DS = TRIANGULATION STATION DISK EY3919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3919_STAMPING: BROAD 1935 EY3919_MARK LOGO: CGS EY3919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3919+STABILITY: SURFACE MOTION EY3919 EY3919 HISTORY - Date Condition Report By EY3919 HISTORY - 1935 MONUMENTED CGS EY3919 HISTORY - 1948 GOOD CGS EY3919 HISTORY - 19890729 POOR USPSQD EY3919 HISTORY - 20030515 MARK NOT FOUND USPSQD EY3919 EY3919 STATION DESCRIPTION EY3919 EY3919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3919'THIS INTERSECTION STATION IS ON THE W SIDE OF BROAD CREEK, ABOUT 1/2 EY3919'MILE FROM ITS MOUTH AT A POINT EVIDENTLY ONCE USED AS A LANDING. IT EY3919'IS 11 METERS FROM HIGH WATER LINE, 17 METERS S OF THE CENTER LINE EY3919'OF THE WOODS ROAD WHICH LEADS TO IT, 11.0 METERS E OF A TRIANGULAR EY3919'BLAZED 20 INCH PINE TREE, 12.3 METERS S OF A TRIANGULAR BLAZED 30 EY3919'INCH PINE TREE. EY3919' EY3919'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE. EY3919'SURFACE MARK PROJECTS 8 INCHES. EY3919' EY3919'TO REACH FROM JUNCTION OF MAIN STREET AND ROUTE 264 IN WASHINGTON, EY3919'SET SPEEDOMETER AT 0.0 MILE HERE AND PROCEED SE ON MAIN STREET, AT EY3919'0.5 MILE TURN RIGHT OVER BRIDGE, AT 0.6 MILE TURN LEFT ONTO PARK EY3919'ROAD, AT 0.8 MILE TURN LEFT ON DIRT ROAD, AT 4.5 MILES TAKE RIGHT EY3919'FORK AT CWA SIGN AT 5.0 MILE STRAIGHT AHEAD AT T ROAD AT SHADY EY3919'BANKS SIGN, AT 5.2 MILES STRAIGHT AHEAD AT CROSS ROAD AT BULLFROG EY3919'CAMP SIGN, AT 5.5 MILES STRAIGHT AHEAD AT SUNNYSIDE SIGN, AT 5.6 EY3919'MILES KEEP RIGHT FORK, AT 5.9 MILES STRAIGHT AHEAD AT T ROAD, AT 6.1 EY3919'MILES TAKE LEFT FORK, AT 6.15 MILES COME TO CREEK BANK AND STATION. EY3919' EY3919'A 103 FOOT LIGHT STAND WAS BUILT OVER THIS STATION. EY3919 EY3919 STATION RECOVERY (1948) EY3919 EY3919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3919'STATION WAS RECOVERED IN GOOD CONDITION. THE PUBLISHED DESCRIPTION EY3919'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS. EY3919' EY3919'THIS INTERSECTION STATION IS ON THE W SIDE OF BROAD CREEK, ABOUT 1/2 EY3919'MILE FROM ITS MOUTH, AT THE E END OF A DIRT ROAD CALLED RIVER ROAD, EY3919'FROM WASHINGTON PARK. IT IS 9.5 METERS FROM MEAN HIGH WATER LINE, EY3919'11 METERS SE OF CENTER LINE OF THE DIRT ROAD, 11 METERS E OF A EY3919'TRIANGULAR BLAZED 24 INCH PINE, AND 12 METERS S OF A TRIANGULAR EY3919'BLAZED 30 INCH PINE (BLAZE ABOVE A 5 INCH VERTICAL GOUGE ON S EY3919'SIDE). EY3919' EY3919'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE. SURFACE MARK EY3919'PROJECTS 5 INCHES ABOVE GROUND AND IS STAMPED BROAD 1935. EY3919' EY3919'TO REACH THE STATION FROM THE INTERSECTION OF MARKET AND MAIN STREETS EY3919'IN WASHINGTON, GO 5.0 MILES SE ON EAST MAIN STREET OVER BRIDGE TO EY3919'WASHINGTON PARK AND ALONG RIVER ROAD. AT END OF PAVEMENT AND Y EY3919'DIRT ROAD INTERSECTION, GO E (RIGHT) FOR 0.3 MILE TO T ROAD AND EY3919'SIGN SHADY BANKS 1/2 MILE. GO E (STRAIGHT) FOR 1.5 MILES ON MAIN EY3919'TRAVELED ROAD TO RIVER AND END OF ROAD AND STATION SITE. EY3919' EY3919'A 103 FOOT LIGHT STAND WAS BUILT OVER THIS STATION ORIGINALLY. EY3919 EY3919 STATION RECOVERY (1989) EY3919 EY3919'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY3919'MARK RECOVERED IN POOR CONDITION. EY3919 EY3919 STATION RECOVERY (2003) EY3919 EY3919'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EY3919'ROAD CHANGED. WOULD NOW BE IN WATER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3942 *********************************************************************** EY3942 DESIGNATION - BROAD EY3942 PID - EY3942 EY3942 STATE/COUNTY- NC/BEAUFORT EY3942 USGS QUAD - BLOUNTS BAY (1993) EY3942 EY3942 *CURRENT SURVEY CONTROL EY3942 ___________________________________________________________________ EY3942* NAD 83(1986)- 35 28 21.37903(N) 076 56 28.69601(W) ADJUSTED EY3942* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3942 ___________________________________________________________________ EY3942 LAPLACE CORR- -2.12 (seconds) DEFLEC99 EY3942 GEOID HEIGHT- -36.85 (meters) GEOID03 EY3942 EY3942 HORZ ORDER - THIRD EY3942 EY3942.The North Carolina HARNS have been completed but, EY3942.due to contractual restrictions, coordinates for these stations EY3942.will NOT be published in the near future. In the interim, the EY3942.published coordinates in North Carolina will not be EY3942.consistent with the Continuously Operating Reference Stations EY3942.(CORS). The HARN coordinates for these stations are available EY3942.upon request. Contact Gary Thompson(919-733-3836). EY3942. EY3942.In addition, the published North Carolina positions EY3942.(NAD 83 (1986)) are NOT consistent with those determined in EY3942.adjacent state readjustments. The discontinuity between stations EY3942.located in North Carolina and those in adjacent states EY3942.which have been adjusted to the HARN may be as much as 5 EY3942.decimeters. This will result in a significant loss of accuracy EY3942.over lines crossing such state borders. EY3942 EY3942 EY3942.The horizontal coordinates were established by classical geodetic methods EY3942.and adjusted by the National Geodetic Survey in July 1986. EY3942 EY3942.The orthometric height was scaled from a topographic map. EY3942 EY3942.The Laplace correction was computed from DEFLEC99 derived deflections. EY3942 EY3942.The geoid height was determined by GEOID03. EY3942 EY3942; North East Units Scale Factor Converg. EY3942;SPC NC - 193,026.407 796,412.998 MT 0.99987999 +1 11 17.6 EY3942;SPC NC - 633,287.47 2,612,898.31 sFT 0.99987999 +1 11 17.6 EY3942;UTM 18 - 3,927,187.227 323,866.226 MT 0.99998232 -1 07 36.7 EY3942 EY3942! - Elev Factor x Scale Factor = Combined Factor EY3942!SPC NC - 1.00000584 x 0.99987999 = 0.99988583 EY3942!UTM 18 - 1.00000584 x 0.99998232 = 0.99998816 EY3942 EY3942: Primary Azimuth Mark Grid Az EY3942:SPC NC - MAUL POINT 2 150 31 33.0 EY3942:UTM 18 - MAUL POINT 2 152 50 27.3 EY3942 EY3942|---------------------------------------------------------------------| EY3942| PID Reference Object Distance Geod. Az | EY3942| dddmmss.s | EY3942| EY3929 MAUL POINT LIGHT APPROX. 3.0 KM 1372402.1 | EY3942| EY3945 MAUL POINT 2 APPROX. 3.0 KM 1514250.6 | EY3942| EY4821 BROAD RM 9.880 METERS 35504 | EY3942|---------------------------------------------------------------------| EY3942 EY3942 SUPERSEDED SURVEY CONTROL EY3942 EY3942 NAD 27 - 35 28 20.78700(N) 076 56 29.88500(W) AD( ) 3 EY3942 EY3942.Superseded values are not recommended for survey control. EY3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3942.See file dsdata.txt to determine how the superseded data were derived. EY3942 EY3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2386627187(NAD 83) EY3942_MARKER: DS = TRIANGULATION STATION DISK EY3942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3942_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3942 EY3942 HISTORY - Date Condition Report By EY3942 HISTORY - 1914 MONUMENTED CGS EY3942 HISTORY - 1933 GOOD CGS EY3942 HISTORY - 1948 MARK NOT FOUND CGS EY3942 HISTORY - 19890729 POOR USPSQD EY3942 EY3942 STATION DESCRIPTION EY3942 EY3942'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3942'STATION IS ON THE N SIDE OF PAMLICO RIVER, ON THE ROUNDING EY3942'POINT BETWEEN BROAD AND UPPER GOOSE CREEKS, ON A SMALL AND EY3942'RATHER FLAT PIECE OF GROUND COVERED WITH TREES AND GRASS, ABOUT EY3942'12 YARDS FROM A SWAMP IN THE REAR, 6 YARDS FROM THE SHORE LINE EY3942'TO THE SE, AND 13 YARDS FROM THE SHORE LINE TO WESTWARD. EY3942' EY3942'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3942'IN CONCRETE AT THE CENTER OF THE TOP OF TILE. EY3942' EY3942'THE REFERENCE MARK IS 9.88 METERS (32.4 FEET) FROM THE STATION EY3942'N 04 DEG 56 MIN W. MAULS POINT LIGHT IS S 42 DEG 36 MIN E. EY3942 EY3942 STATION RECOVERY (1933) EY3942 EY3942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3942'STATION AND REFERENCE MARKS RECOVERED. THE STATION WILL SOON EY3942'BE LOST, AS IT IS AT THE WATERS EDGE. THE REFERENCE MARK IS IN EY3942'GOOD CONDITION, AND IS USED AS A REFERENCE MARK FOR NEW STATION. EY3942' EY3942'A NEW STATION, UPPER WAS ESTABLISHED IN THE SAME LOCATION, EY3942'AND THE OLD STATION AND REFERENCE MARK ARE TIED TO IT. EY3942 EY3942 STATION RECOVERY (1948) EY3942 EY3942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3942'STATION DESTROYED. IT WAS FOUND LYING IN THE WATER. THE DISK EY3942'WAS REMOVED FROM THE MONUMENT. EY3942 EY3942 STATION RECOVERY (1989) EY3942 EY3942'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY3942'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3763 *********************************************************************** EY3763 DESIGNATION - BROWN 2 EY3763 PID - EY3763 EY3763 STATE/COUNTY- NC/BEAUFORT EY3763 USGS QUAD - BATH (1993) EY3763 EY3763 *CURRENT SURVEY CONTROL EY3763 ___________________________________________________________________ EY3763* NAD 83(1986)- 35 27 03.05658(N) 076 50 57.55284(W) ADJUSTED EY3763* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3763 ___________________________________________________________________ EY3763 LAPLACE CORR- -2.69 (seconds) DEFLEC99 EY3763 GEOID HEIGHT- -37.02 (meters) GEOID03 EY3763 EY3763 HORZ ORDER - THIRD EY3763 EY3763.The North Carolina HARNS have been completed but, EY3763.due to contractual restrictions, coordinates for these stations EY3763.will NOT be published in the near future. In the interim, the EY3763.published coordinates in North Carolina will not be EY3763.consistent with the Continuously Operating Reference Stations EY3763.(CORS). The HARN coordinates for these stations are available EY3763.upon request. Contact Gary Thompson(919-733-3836). EY3763. EY3763.In addition, the published North Carolina positions EY3763.(NAD 83 (1986)) are NOT consistent with those determined in EY3763.adjacent state readjustments. The discontinuity between stations EY3763.located in North Carolina and those in adjacent states EY3763.which have been adjusted to the HARN may be as much as 5 EY3763.decimeters. This will result in a significant loss of accuracy EY3763.over lines crossing such state borders. EY3763 EY3763 EY3763.The horizontal coordinates were established by classical geodetic methods EY3763.and adjusted by the National Geodetic Survey in July 1986. EY3763 EY3763.The orthometric height was scaled from a topographic map. EY3763 EY3763.The Laplace correction was computed from DEFLEC99 derived deflections. EY3763 EY3763.The geoid height was determined by GEOID03. EY3763 EY3763; North East Units Scale Factor Converg. EY3763;SPC NC - 190,790.398 804,810.909 MT 0.99987861 +1 14 28.7 EY3763;SPC NC - 625,951.50 2,640,450.46 sFT 0.99987861 +1 14 28.7 EY3763;UTM 18 - 3,924,613.659 332,167.689 MT 0.99994713 -1 04 22.3 EY3763 EY3763! - Elev Factor x Scale Factor = Combined Factor EY3763!SPC NC - 1.00000586 x 0.99987861 = 0.99988447 EY3763!UTM 18 - 1.00000586 x 0.99994713 = 0.99995299 EY3763 EY3763: Primary Azimuth Mark Grid Az EY3763:SPC NC - CORE 170 24 36.7 EY3763:UTM 18 - CORE 172 43 27.7 EY3763 EY3763|---------------------------------------------------------------------| EY3763| PID Reference Object Distance Geod. Az | EY3763| dddmmss.s | EY3763| EY4824 BROWN 2 RM 10.600 METERS 01933 | EY3763| EY4825 BROWN 2 WM 7.030 METERS 08652 | EY3763| EY3779 RUMLEY MARSH LIGHT APPROX. 8.8 KM 1182659.1 | EY3763| EY3766 CORE APPROX. 3.0 KM 1713905.4 | EY3763|---------------------------------------------------------------------| EY3763 EY3763 SUPERSEDED SURVEY CONTROL EY3763 EY3763 NAD 27 - 35 27 02.46600(N) 076 50 58.77100(W) AD( ) 3 EY3763 EY3763.Superseded values are not recommended for survey control. EY3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3763.See file dsdata.txt to determine how the superseded data were derived. EY3763 EY3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3216824614(NAD 83) EY3763_MARKER: DS = TRIANGULATION STATION DISK EY3763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3763_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3763 EY3763 HISTORY - Date Condition Report By EY3763 HISTORY - 1914 MONUMENTED CGS EY3763 HISTORY - 1933 MARK NOT FOUND CGS EY3763 EY3763 STATION DESCRIPTION EY3763 EY3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3763'STATION IS ON THE N SIDE OF PAMLICO RIVER, 1 MILE W OF THE EY3763'WESTERN ENTRANCE POINT OF BATH CREEK, ON A SLIGHTLY PROTRUDING EY3763'SANDY POINT, ABOUT 1/4 MILE W OF A COLLECTION OF NUMEROUS DEAD EY3763'STUMPS EXTENDING OUT INTO THE WATER, W OF LAND WHICH HAS BEEN EY3763'CLEARED OF TREES AND ON WHICH THERE IS A HOUSE HIDDEN FROM THE EY3763'STATION BY INTERVENING TREES, AND 15 YARDS E OF A SMALL STREAM EY3763'WHICH DRAINS A MARSH NNW OF THE STATION. EY3763' EY3763'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3763'IN CONCRETE, IN TOPS OF TILES. EY3763' EY3763'A LARGE PINE TREE IS BLAZED AS A WITNESS MARK. EY3763' EY3763'REFERENCE MARK IS 10.60 METERS (34.8 FEET) FROM THE STATION EY3763'N 19 DEG 33 MIN E. THE WITNESS MARK IS 7.03 METERS EY3763'(23.1 FEET) FROM THE STATION N 86 DEG 52 MIN E. EY3763 EY3763 STATION RECOVERY (1933) EY3763 EY3763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3763'STATION WAS FOUND COMPLETELY DESTROYED, BY DRIFT TIMBER AND FALLING EY3763'TREES. THE TERRA-COTTA PIPE WAS FOUND COMPLETELY OVERTURNED. ONE EY3763'REFERENCE MARK WAS FOUND IN GOOD CONDITION. AND WAS USED FOR A NEW EY3763'STATION REFERENCE MARK, AND RE-STAMPED, NO. 1 1933, AND ARROW EY3763'TURNED TO POINT TO NEW STATION. EY3763' EY3763'NEW STATION WAS ESTABLISHED IN THE VICINITY AND WAS NAMED BATH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5882 *********************************************************************** AE5882 DESIGNATION - BRYANT AE5882 PID - AE5882 AE5882 STATE/COUNTY- NC/BEAUFORT AE5882 USGS QUAD - HACKNEY (1983) AE5882 AE5882 *CURRENT SURVEY CONTROL AE5882 ___________________________________________________________________ AE5882* NAD 83(1986)- 35 28 50.29325(N) 077 04 16.91545(W) ADJUSTED AE5882* NAVD 88 - 9.699 (meters) 31.82 (feet) ADJUSTED AE5882 ___________________________________________________________________ AE5882 LAPLACE CORR- -2.01 (seconds) DEFLEC99 AE5882 GEOID HEIGHT- -36.69 (meters) GEOID03 AE5882 DYNAMIC HT - 9.691 (meters) 31.79 (feet) COMP AE5882 MODELED GRAV- 979,751.3 (mgal) NAVD 88 AE5882 AE5882 HORZ ORDER - SECOND AE5882 VERT ORDER - SECOND CLASS II AE5882 AE5882.The North Carolina HARNS have been completed but, AE5882.due to contractual restrictions, coordinates for these stations AE5882.will NOT be published in the near future. In the interim, the AE5882.published coordinates in North Carolina will not be AE5882.consistent with the Continuously Operating Reference Stations AE5882.(CORS). The HARN coordinates for these stations are available AE5882.upon request. Contact Gary Thompson(919-733-3836). AE5882. AE5882.In addition, the published North Carolina positions AE5882.(NAD 83 (1986)) are NOT consistent with those determined in AE5882.adjacent state readjustments. The discontinuity between stations AE5882.located in North Carolina and those in adjacent states AE5882.which have been adjusted to the HARN may be as much as 5 AE5882.decimeters. This will result in a significant loss of accuracy AE5882.over lines crossing such state borders. AE5882 AE5882 AE5882.The horizontal coordinates were established by classical geodetic methods AE5882.and adjusted by the National Geodetic Survey in April 1998. AE5882 AE5882.The orthometric height was determined by differential leveling AE5882.and adjusted by the National Geodetic Survey in June 1998. AE5882 AE5882.The Laplace correction was computed from DEFLEC99 derived deflections. AE5882 AE5882.The geoid height was determined by GEOID03. AE5882 AE5882.The dynamic height is computed by dividing the NAVD 88 AE5882.geopotential number by the normal gravity value computed on the AE5882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5882.degrees latitude (g = 980.6199 gals.). AE5882 AE5882.The modeled gravity was interpolated from observed gravity values. AE5882 AE5882; North East Units Scale Factor Converg. AE5882;SPC NC - 193,680.222 784,595.129 MT 0.99988054 +1 06 47.3 AE5882;SPC NC - 635,432.53 2,574,125.85 sFT 0.99988054 +1 06 47.3 AE5882;UTM 18 - 3,928,318.104 312,082.910 MT 1.00003519 -1 12 09.5 AE5882 AE5882! - Elev Factor x Scale Factor = Combined Factor AE5882!SPC NC - 1.00000424 x 0.99988054 = 0.99988478 AE5882!UTM 18 - 1.00000424 x 1.00003519 = 1.00003943 AE5882 AE5882 SUPERSEDED SURVEY CONTROL AE5882 AE5882 NGVD 29 (04/29/98) 10.03 (m) 32.9 (f) LEVELING 3 AE5882 AE5882.Superseded values are not recommended for survey control. AE5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5882.See file dsdata.txt to determine how the superseded data were derived. AE5882 AE5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1208328318(NAD 83) AE5882_MARKER: DH = HORIZONTAL CONTROL DISK AE5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5882_STAMPING: BRYANT 1983 AE5882_MARK LOGO: NCGS AE5882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5882+STABILITY: SURFACE MOTION AE5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5882+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5882 AE5882 HISTORY - Date Condition Report By AE5882 HISTORY - 1983 MONUMENTED NCGS AE5882 HISTORY - 19900514 GOOD NCGS AE5882 HISTORY - 20040327 GOOD USPSQD AE5882 AE5882 STATION DESCRIPTION AE5882 AE5882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5882'STATION IS LOCATED 4.7 KM (2.90 MI) SOUTHEAST OF CHOCOWINITY OR 16.6 AE5882'KM (10.30 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 4.8 KM AE5882'(3.00 MI) SOUTHEAST OF US 17, OR 0.3 KM (0.20 MI) NORTHWEST OF SR AE5882'1139, AND ON THE PROLONGATION OF THE SOUTH SIDE OF A SHINGLED HOUSE. AE5882'MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 5.3 M (17.4 FT) WEST AE5882'OF THE CENTERLINE OF THE HIGHWAY, 15.7 M (51.5 FT) NORTH OF THE WEST AE5882'END OF A HIGHWAY CULVERT--AND 5.4 M (17.7 FT) NORTH-NORTHEAST OF A AE5882'TELEPHONE POLE, 17.4 M (57.1 FT) WEST-NORTHWEST OF A POWER POLE, 8.7 M AE5882'(28.5 FT) EAST-SOUTHEAST OF A 10-INCH PINE--ALL THREE WITH REFERENCE AE5882'TAGS. AE5882 AE5882 STATION RECOVERY (1990) AE5882 AE5882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5882'RECOVERED AS DESCRIBED. AE5882 AE5882 STATION RECOVERY (2004) AE5882 AE5882'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5882'REFERENCE TAG MISSING FROM PINE TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4103 *********************************************************************** EY4103 DESIGNATION - BULK EY4103 PID - EY4103 EY4103 STATE/COUNTY- NC/BEAUFORT EY4103 USGS QUAD - PINETOWN (1974) EY4103 EY4103 *CURRENT SURVEY CONTROL EY4103 ___________________________________________________________________ EY4103* NAD 83(1986)- 35 31 35.54222(N) 076 47 26.80559(W) ADJUSTED EY4103* NAVD 88 - 4.418 (meters) 14.49 (feet) ADJUSTED EY4103 ___________________________________________________________________ EY4103 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4103 GEOID HEIGHT- -36.98 (meters) GEOID03 EY4103 DYNAMIC HT - 4.414 (meters) 14.48 (feet) COMP EY4103 MODELED GRAV- 979,761.1 (mgal) NAVD 88 EY4103 EY4103 HORZ ORDER - SECOND EY4103 VERT ORDER - SECOND CLASS II EY4103 EY4103.The North Carolina HARNS have been completed but, EY4103.due to contractual restrictions, coordinates for these stations EY4103.will NOT be published in the near future. In the interim, the EY4103.published coordinates in North Carolina will not be EY4103.consistent with the Continuously Operating Reference Stations EY4103.(CORS). The HARN coordinates for these stations are available EY4103.upon request. Contact Gary Thompson(919-733-3836). EY4103. EY4103.In addition, the published North Carolina positions EY4103.(NAD 83 (1986)) are NOT consistent with those determined in EY4103.adjacent state readjustments. The discontinuity between stations EY4103.located in North Carolina and those in adjacent states EY4103.which have been adjusted to the HARN may be as much as 5 EY4103.decimeters. This will result in a significant loss of accuracy EY4103.over lines crossing such state borders. EY4103 EY4103 EY4103.The horizontal coordinates were established by classical geodetic methods EY4103.and adjusted by the National Geodetic Survey in July 1998. EY4103 EY4103.The orthometric height was determined by differential leveling EY4103.and adjusted by the National Geodetic Survey in June 1991. EY4103 EY4103.The Laplace correction was computed from DEFLEC99 derived deflections. EY4103 EY4103.The geoid height was determined by GEOID03. EY4103 EY4103.The dynamic height is computed by dividing the NAVD 88 EY4103.geopotential number by the normal gravity value computed on the EY4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4103.degrees latitude (g = 980.6199 gals.). EY4103 EY4103.The modeled gravity was interpolated from observed gravity values. EY4103 EY4103; North East Units Scale Factor Converg. EY4103;SPC NC - 199,301.828 809,936.744 MT 0.99988405 +1 16 30.3 EY4103;SPC NC - 653,876.08 2,657,267.47 sFT 0.99988405 +1 16 30.3 EY4103;UTM 18 - 3,932,911.541 337,633.452 MT 0.99992488 -1 02 26.9 EY4103 EY4103! - Elev Factor x Scale Factor = Combined Factor EY4103!SPC NC - 1.00000511 x 0.99988405 = 0.99988916 EY4103!UTM 18 - 1.00000511 x 0.99992488 = 0.99992999 EY4103 EY4103 SUPERSEDED SURVEY CONTROL EY4103 EY4103 NAVD 88 (07/14/98) 4.42 (m) 14.5 (f) LEVELING 3 EY4103 EY4103.Superseded values are not recommended for survey control. EY4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4103.See file dsdata.txt to determine how the superseded data were derived. EY4103 EY4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3763332912(NAD 83) EY4103_MARKER: DE = TRAVERSE STATION DISK EY4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4103_SP_SET: CONCRETE POST EY4103_STAMPING: BULK 1982 EY4103_MARK LOGO: NCGS EY4103_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4103+STABILITY: SURFACE MOTION EY4103 EY4103 HISTORY - Date Condition Report By EY4103 HISTORY - 1982 MONUMENTED NCGS EY4103 HISTORY - 19840601 GOOD NCGS EY4103 EY4103 STATION DESCRIPTION EY4103 EY4103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4103'13.5 KM (8.4 MI) WSW FROM PANTEGO. EY4103'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) WEST-SOUTHWEST OF EY4103'PANTEGO AND 24.5 KM (15.2 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4103'4.7 KM (2.9 MI) WEST FROM YEATESVILLE, OR 11.0 KM (6.8 MI) EAST FROM EY4103'THE INTERSECTION WITH NC 92, IN THE SOUTH SHOULDER. THE STATION IS A EY4103'STANDARD NCGS DISK STAMPED---BULK 1982---, SET INTO THE TOP OF A EY4103'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. EY4103'LOCATED 6.7 METERS (22.1 FT) SOUTH OF THE CENTERLINE OF US 264, 38.6 EY4103'METERS (126.6 FT) WEST OF THE WEST END OF A CONCRETE DRIVEWAY EY4103'CULVERT, 60.9 METERS (199.8 FT) EAST-NORTHEAST OF THE NORTHEAST EY4103'CORNER OF A 1-STORY FRAME HOUSE--AND 36.1 METERS (118.5 FT) NORTHEAST EY4103'OF A POWER POLE WITH A TRANSFORMER, 43.3 METERS (142.0 FT) SOUTHEAST EY4103'OF A POWER POLE--BOTH WITH REFERENCE TAGS. EY4103 EY4103 STATION RECOVERY (1984) EY4103 EY4103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4103'STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) WEST-SOUTHWEST OF PANTEGO EY4103'AND 24.5 KM (15.20 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.7 KM EY4103'(2.90 MI) WEST FROM YEATESVILLE, OR 11.0 KM (6.85 MI) EAST FROM NC 92, EY4103'IN THE SOUTH SHOULDER. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED EY4103'6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF US 264, 38.6 M (126.6 FT) EY4103'WEST OF THE WEST END OF A CONCRETE DRIVEWAY CULVERT, 60.9 M (199.8 FT) EY4103'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY FRAME HOUSE--AND EY4103'36.1 M (118.4 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 43.3 M EY4103'(142.1 FT) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3280 *********************************************************************** EY3280 DESIGNATION - BULLOCK EY3280 PID - EY3280 EY3280 STATE/COUNTY- NC/BEAUFORT EY3280 USGS QUAD - PONZER (1983) EY3280 EY3280 *CURRENT SURVEY CONTROL EY3280 ___________________________________________________________________ EY3280* NAD 83(1986)- 35 32 59.60719(N) 076 29 37.56723(W) ADJUSTED EY3280* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3280 ___________________________________________________________________ EY3280 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EY3280 GEOID HEIGHT- -37.39 (meters) GEOID03 EY3280 EY3280 HORZ ORDER - SECOND EY3280 EY3280.The North Carolina HARNS have been completed but, EY3280.due to contractual restrictions, coordinates for these stations EY3280.will NOT be published in the near future. In the interim, the EY3280.published coordinates in North Carolina will not be EY3280.consistent with the Continuously Operating Reference Stations EY3280.(CORS). The HARN coordinates for these stations are available EY3280.upon request. Contact Gary Thompson(919-733-3836). EY3280. EY3280.In addition, the published North Carolina positions EY3280.(NAD 83 (1986)) are NOT consistent with those determined in EY3280.adjacent state readjustments. The discontinuity between stations EY3280.located in North Carolina and those in adjacent states EY3280.which have been adjusted to the HARN may be as much as 5 EY3280.decimeters. This will result in a significant loss of accuracy EY3280.over lines crossing such state borders. EY3280 EY3280 EY3280.The horizontal coordinates were established by classical geodetic methods EY3280.and adjusted by the National Geodetic Survey in July 1986. EY3280 EY3280.The orthometric height was scaled from a topographic map. EY3280 EY3280.The Laplace correction was computed from DEFLEC99 derived deflections. EY3280 EY3280.The geoid height was determined by GEOID03. EY3280 EY3280; North East Units Scale Factor Converg. EY3280;SPC NC - 202,531.227 836,799.347 MT 0.99988608 +1 26 47.5 EY3280;SPC NC - 664,471.20 2,745,399.19 sFT 0.99988608 +1 26 47.5 EY3280;UTM 18 - 3,935,052.953 364,604.298 MT 0.99982591 -0 52 07.1 EY3280 EY3280! - Elev Factor x Scale Factor = Combined Factor EY3280!SPC NC - 1.00000576 x 0.99988608 = 0.99989184 EY3280!UTM 18 - 1.00000576 x 0.99982591 = 0.99983167 EY3280 EY3280: Primary Azimuth Mark Grid Az EY3280:SPC NC - BULLOCK RM 2 247 38 43.5 EY3280:UTM 18 - BULLOCK RM 2 249 57 38.1 EY3280 EY3280|---------------------------------------------------------------------| EY3280| PID Reference Object Distance Geod. Az | EY3280| dddmmss.s | EY3280| EY4828 BULLOCK RM 1 45.208 METERS 14321 | EY3280| EY4829 BULLOCK RM 2 2490531.0 | EY3280| EY4830 BULLOCK RM 3 43.648 METERS 25541 | EY3280|---------------------------------------------------------------------| EY3280 EY3280 SUPERSEDED SURVEY CONTROL EY3280 EY3280 NAD 27 - 35 32 59.01000(N) 076 29 38.83200(W) AD( ) 2 EY3280 EY3280.Superseded values are not recommended for survey control. EY3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3280.See file dsdata.txt to determine how the superseded data were derived. EY3280 EY3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6460435053(NAD 83) EY3280_MARKER: DS = TRIANGULATION STATION DISK EY3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3280 EY3280 HISTORY - Date Condition Report By EY3280 HISTORY - 1935 MONUMENTED CGS EY3280 HISTORY - 1949 GOOD CGS EY3280 EY3280 STATION DESCRIPTION EY3280 EY3280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3280'THIS STATION IS ABOUT 1-1/2 MILES SE OF LEECHVILLE AND ABOUT 1 EY3280'MILE W OF PUNGO RIVER, ON LAND OF WILLIAM BULLOCK. EY3280' EY3280'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE EY3280'DISKS SET IN CONCRETE. EY3280' EY3280'REFERENCE MARK NO. 1 IS S OF STATION ABOUT 5 METERS W OF EY3280'ROAD. REFERENCE MARK NO. 2 (AZIMUTH MARK) IS W OF STATION ON LINE EY3280'OF WOODS AND JUST E OF A DRAINAGE DITCH. REFERENCE MARK NO. 3 IS W EY3280'OF THE STATION. EY3280' EY3280'TO REACH FROM BELHAVEN, SET 0.0 AT BANK, GO E ON HIGHWAY 264 EY3280'AND AT 7.5 TURN RIGHT ONTO DIRT ROAD IN TOWN OF LEECHVILLE, EY3280'FOLLOW ROAD TO 9.1 TO A SMALL BRIDGE AND FIELD ON RIGHT. STATION EY3280'IS IN NE CORNER OF THIS FIELD, 92 FEET W OF ROAD AND 240 FEET EY3280'N OF A DRAINAGE DITCH CROSSING ROAD AT BRIDGE MENTIONED ABOVE, EY3280'AND ABOUT 200 YARDS N OF A FARMHOUSE. EY3280' EY3280'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS. EY3280 EY3280 STATION RECOVERY (1949) EY3280 EY3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3280'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3280'CONDITION. DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A EY3280'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY3280'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3280' EY3280'STATION IS ABOUT 1.5 MILES S OF LEECHVILLE, 1.0 MILE W OF THE EY3280'PUNGO RIVER, IN A CULTIVATED FIELD, NEAR THE NE CORNER, 92 FEET EY3280'W OF THE CENTER LINE OF THE ROAD, 42 FEET W OF A BLAZED 10-INCH EY3280'PINE TREE, 30.5 FEET W OF AN 8-INCH GUM TREE AT THE CORNER OF EY3280'THE FIELD, AND 12.2 FEET S OF A SMALL DITCH AT THE EDGE OF THE EY3280'FIELD. EY3280' EY3280'STATION MARK IS A BRONZE STATION DISK, STAMPED BULLOCK 1935, EY3280'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT 2 INCHES EY3280'UNDER GROUND. EY3280' EY3280'R.M. 1 IS S OF THE STATION, AT THE E EDGE OF THE FIELD, 57 EY3280'FEET S OF A 14-INCH GUM TREE, 32 FEET W OF THE CENTER OF THE ROAD, EY3280'AND 23 FEET S OF A POWER POLE. IT IS A BRONZE REFERENCE DISK, EY3280'STAMPED BULLOCK NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE EY3280'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. EY3280' EY3280'R.M. 2 (AZ.MK.) IS W OF THE STATION, AT THE SW CORNER OF A EY3280'CULTIVATED FIELD, 42 FEET W OF A BLAZED FORKED 18-INCH GUM TREE, EY3280'AND 10 FEET E OF A DITCH. IT IS A BRONZE REFERENCE DISK, EY3280'STAMPED BULLOCK NO 2 1935, SET IN THE TOP OF A 12-INCH SQUARE EY3280'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND. EY3280' EY3280'R.M. 3 IS W OF THE STATION, IN THE FIELD, 33.1 FEET NE OF A EY3280'12-INCH GUM TREE NEAR THE END OF A PROJECTION OF BRUSH, AND 14 EY3280'FEET S OF THE EDGE OF THE BRUSH. IT IS A BRONZE REFERENCE DISK, EY3280'STAMPED BULLOCK NO 3 1935, SET IN THE TOP OF A 12-INCH SQUARE EY3280'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND. EY3280' EY3280'TO REACH THE STATION FROM LEECHVILLE, GO S ON THE FIRST DIRT EY3280'ROAD W OF THE BRIDGE, 1.6 MILES TO CULTIVATED LAND AND STATION EY3280'SITE. TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE DIRT EY3280'ROAD ABOUT 80 YARDS N OF THE STATION W FOR ABOUT 0.4 MILE TO EY3280'WHERE ROAD TURNS RIGHT AT EDGE OF OVERGROWN FIELD, PROCEEED S EY3280'ALONG EDGE OF FIELD TO CORNER AND MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9111 *********************************************************************** AF9111 DESIGNATION - BUNYAN AF9111 PID - AF9111 AF9111 STATE/COUNTY- NC/BEAUFORT AF9111 USGS QUAD - BUNYAN (1974) AF9111 AF9111 *CURRENT SURVEY CONTROL AF9111 ___________________________________________________________________ AF9111* NAD 83(1986)- 35 32 10.60360(N) 076 58 30.86084(W) ADJUSTED AF9111* NAVD 88 - 4.27 (meters) 14.0 (feet) LEVELING AF9111 ___________________________________________________________________ AF9111 LAPLACE CORR- -1.97 (seconds) DEFLEC99 AF9111 GEOID HEIGHT- -36.73 (meters) GEOID03 AF9111 AF9111 HORZ ORDER - SECOND AF9111 VERT ORDER - THIRD AF9111 AF9111.The North Carolina HARNS have been completed but, AF9111.due to contractual restrictions, coordinates for these stations AF9111.will NOT be published in the near future. In the interim, the AF9111.published coordinates in North Carolina will not be AF9111.consistent with the Continuously Operating Reference Stations AF9111.(CORS). The HARN coordinates for these stations are available AF9111.upon request. Contact Gary Thompson(919-733-3836). AF9111. AF9111.In addition, the published North Carolina positions AF9111.(NAD 83 (1986)) are NOT consistent with those determined in AF9111.adjacent state readjustments. The discontinuity between stations AF9111.located in North Carolina and those in adjacent states AF9111.which have been adjusted to the HARN may be as much as 5 AF9111.decimeters. This will result in a significant loss of accuracy AF9111.over lines crossing such state borders. AF9111 AF9111 AF9111.The horizontal coordinates were established by classical geodetic methods AF9111.and adjusted by the National Geodetic Survey in July 1998. AF9111 AF9111.The orthometric height was determined by differential leveling. AF9111.The vertical network tie was performed by a horz. field party for horz. AF9111.obs reductions. Reset procedures were used to establish the elevation. AF9111 AF9111.The Laplace correction was computed from DEFLEC99 derived deflections. AF9111 AF9111.The geoid height was determined by GEOID03. AF9111 AF9111; North East Units Scale Factor Converg. AF9111;SPC NC - 200,025.337 793,190.036 MT 0.99988488 +1 10 07.1 AF9111;SPC NC - 656,249.79 2,602,324.31 sFT 0.99988488 +1 10 07.1 AF9111;UTM 18 - 3,934,311.441 320,928.420 MT 0.99999517 -1 08 54.1 AF9111 AF9111! - Elev Factor x Scale Factor = Combined Factor AF9111!SPC NC - 1.00000510 x 0.99988488 = 0.99988998 AF9111!UTM 18 - 1.00000510 x 0.99999517 = 1.00000027 AF9111 AF9111 SUPERSEDED SURVEY CONTROL AF9111 AF9111.No superseded survey control is available for this station. AF9111 AF9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2092834311(NAD 83) AF9111_MARKER: DE = TRAVERSE STATION DISK AF9111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9111_STAMPING: BUNYAN 1982 AF9111_MARK LOGO: NCGS AF9111_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9111+STABILITY: SURFACE MOTION AF9111 AF9111 HISTORY - Date Condition Report By AF9111 HISTORY - 1982 MONUMENTED NCGS AF9111 AF9111 STATION DESCRIPTION AF9111 AF9111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9111'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF WASHINGTON AND 18.0 AF9111'MI (29.0 KM) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 4.9 MI (7.9 AF9111'KM) EAST FROM US 17 (IN WASHINGTON), OR 1.6 MI (2.6 KM) WEST OF NC 32, AF9111'IN THE NORTH SHOULDER OF THE HIGHWAY, ON THE WEST SIDE OF WALL SWAMP, AF9111'ABOUT 300 FEET (91.4 M) EAST OF A RAILROAD CROSSING AND 0.15 MI (0.24 AF9111'KM) EAST OF SR 1522. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED AF9111'29.4 FT (9.0 M) NORTHEAST OF THE CENTERLINE OF US 264, 33.5 NORTHWEST AF9111'OF CGS BENCH MARK--J 164--, 65.4 FT (19.9 M) NORTH OF THE WEST END OF AF9111'A HEADWALL ON THE SOUTH SIDE OF US 264--AND 63.1 FT (19.2 M) SOUTH OF AF9111'A 10-INCH OAK, 101.3 FT (30.9 M) NORTHEAST OF POWER POLE--BOTH WITH AF9111'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4094 *********************************************************************** EY4094 DESIGNATION - BURFORD EY4094 PID - EY4094 EY4094 STATE/COUNTY- NC/BEAUFORT EY4094 USGS QUAD - PANTEGO (1974) EY4094 EY4094 *CURRENT SURVEY CONTROL EY4094 ___________________________________________________________________ EY4094* NAD 83(1986)- 35 31 50.26865(N) 076 44 11.47066(W) ADJUSTED EY4094* NAVD 88 - 1.272 (meters) 4.17 (feet) ADJUSTED EY4094 ___________________________________________________________________ EY4094 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY4094 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4094 DYNAMIC HT - 1.271 (meters) 4.17 (feet) COMP EY4094 MODELED GRAV- 979,765.4 (mgal) NAVD 88 EY4094 EY4094 HORZ ORDER - SECOND EY4094 VERT ORDER - SECOND CLASS II EY4094 EY4094.The North Carolina HARNS have been completed but, EY4094.due to contractual restrictions, coordinates for these stations EY4094.will NOT be published in the near future. In the interim, the EY4094.published coordinates in North Carolina will not be EY4094.consistent with the Continuously Operating Reference Stations EY4094.(CORS). The HARN coordinates for these stations are available EY4094.upon request. Contact Gary Thompson(919-733-3836). EY4094. EY4094.In addition, the published North Carolina positions EY4094.(NAD 83 (1986)) are NOT consistent with those determined in EY4094.adjacent state readjustments. The discontinuity between stations EY4094.located in North Carolina and those in adjacent states EY4094.which have been adjusted to the HARN may be as much as 5 EY4094.decimeters. This will result in a significant loss of accuracy EY4094.over lines crossing such state borders. EY4094 EY4094 EY4094.The horizontal coordinates were established by classical geodetic methods EY4094.and adjusted by the National Geodetic Survey in July 1998. EY4094 EY4094.The orthometric height was determined by differential leveling EY4094.and adjusted by the National Geodetic Survey in June 1991. EY4094 EY4094.The Laplace correction was computed from DEFLEC99 derived deflections. EY4094 EY4094.The geoid height was determined by GEOID03. EY4094 EY4094.The dynamic height is computed by dividing the NAVD 88 EY4094.geopotential number by the normal gravity value computed on the EY4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4094.degrees latitude (g = 980.6199 gals.). EY4094 EY4094.The modeled gravity was interpolated from observed gravity values. EY4094 EY4094; North East Units Scale Factor Converg. EY4094;SPC NC - 199,866.364 814,845.908 MT 0.99988440 +1 18 23.1 EY4094;SPC NC - 655,728.23 2,673,373.62 sFT 0.99988440 +1 18 23.1 EY4094;UTM 18 - 3,933,277.257 342,561.571 MT 0.99990546 -1 00 33.7 EY4094 EY4094! - Elev Factor x Scale Factor = Combined Factor EY4094!SPC NC - 1.00000561 x 0.99988440 = 0.99989001 EY4094!UTM 18 - 1.00000561 x 0.99990546 = 0.99991107 EY4094 EY4094 SUPERSEDED SURVEY CONTROL EY4094 EY4094 NAVD 88 (07/14/98) 1.27 (m) 4.2 (f) LEVELING 3 EY4094 EY4094.Superseded values are not recommended for survey control. EY4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4094.See file dsdata.txt to determine how the superseded data were derived. EY4094 EY4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4256233277(NAD 83) EY4094_MARKER: DE = TRAVERSE STATION DISK EY4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4094_SP_SET: CONCRETE POST EY4094_STAMPING: BURFORD 1982 EY4094_MARK LOGO: NCGS EY4094_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4094+STABILITY: SURFACE MOTION EY4094 EY4094 HISTORY - Date Condition Report By EY4094 HISTORY - 1982 MONUMENTED NCGS EY4094 HISTORY - 19840601 GOOD NCGS EY4094 EY4094 STATION DESCRIPTION EY4094 EY4094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4094'9.2 KM (5.7 MI) SW FROM PANTEGO. EY4094'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHWEST OF PANTEGO AND EY4094'29.1 KM (18.1 MI) EAST OF WASHINGTON. ALONG US 264 FOR 0.5 KM (0.3 EY4094'MI) EAST FROM YEATESVILLE, OR 0.3 KM (0.2 MI) WEST FROM THE PUNGO EY4094'CREEK BRIDGE, IN THE NORTH SHOULDER OF THE ABANDONED SECTION OF US EY4094'264, AND EAST-SOUTHEAST OF A CEMETARY. THE STATION IS A STANDARD EY4094'NCGS DISK STAMPED---BURFORD 1982---, SET INTO THE TOP OF A ROUND EY4094'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. EY4094'LOCATED 0.8 METERS (2.5 FT) NORTH OF THE EDGE OF THE OLD CONCRETE EY4094'ROAD BED, 43.4 METERS (142.5 FT) SOUTHWEST OF THE CENTERLINE OF A EY4094'DRIVE TO MOUNT ZION BAPTIST CHURCH, 30.1 METERS (98.9 FT) EAST OF THE EY4094'CENTER OF THE WILKINSON TOMBSTONE, 24.9 METERS (81.7 FT) NORTHEAST OF EY4094'A 10-INCH PINE WITH A REFERENCE TAG, AND 39.4 METERS (129.4 FT) EY4094'SOUTHWEST OF THE SOUTHWEST CORNER OF AN A-FRAME HOUSE. EY4094 EY4094 STATION RECOVERY (1984) EY4094 EY4094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4094'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHWEST OF PANTEGO AND EY4094'29.1 KM (18.10 MI) EAST OF WASHINGTON. ALONG US 264 FOR 0.5 KM (0.30 EY4094'MI) EAST FROM YEATESVILLE, OR 0.3 KM (0.20 MI) WEST FROM THE PUNGO EY4094'CREEK BRIDGE, IN THE NORTH SHOULDER OF THE ABANDONED SECTION OF US EY4094'264, AND EAST-SOUTHEAST OF A CEMETARY. MARK IS RECESSED 3 INCHES BELOW EY4094'GROUND. LOCATED 0.8 M (2.6 FT) NORTH OF THE EDGE OF THE OLD CONCRETE EY4094'ROAD BED, 43.4 M (142.4 FT) SOUTHWEST OF THE CENTERLINE OF A DRIVE TO EY4094'MOUNT ZION BAPTIST CHURCH, 30.1 M (98.8 FT) EAST OF THE CENTER OF THE EY4094'WILKINSON TOMBSTONE, 24.9 M (81.7 FT) NORTHEAST OF A 10-INCH PINE WITH EY4094'A REFERENCE TAG, AND 39.4 M (129.3 FT) SOUTHWEST OF THE SOUTHWEST EY4094'CORNER OF AN A-FRAME HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3511 *********************************************************************** EY3511 DESIGNATION - BUX EY3511 PID - EY3511 EY3511 STATE/COUNTY- NC/BEAUFORT EY3511 USGS QUAD - SOUTH CREEK (1993) EY3511 EY3511 *CURRENT SURVEY CONTROL EY3511 ___________________________________________________________________ EY3511* NAD 83(1986)- 35 21 38.87942(N) 076 38 36.85526(W) ADJUSTED EY3511* NAVD 88 - EY3511 ___________________________________________________________________ EY3511 LAPLACE CORR- -0.84 (seconds) DEFLEC99 EY3511 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3511 EY3511 HORZ ORDER - THIRD EY3511 EY3511.The North Carolina HARNS have been completed but, EY3511.due to contractual restrictions, coordinates for these stations EY3511.will NOT be published in the near future. In the interim, the EY3511.published coordinates in North Carolina will not be EY3511.consistent with the Continuously Operating Reference Stations EY3511.(CORS). The HARN coordinates for these stations are available EY3511.upon request. Contact Gary Thompson(919-733-3836). EY3511. EY3511.In addition, the published North Carolina positions EY3511.(NAD 83 (1986)) are NOT consistent with those determined in EY3511.adjacent state readjustments. The discontinuity between stations EY3511.located in North Carolina and those in adjacent states EY3511.which have been adjusted to the HARN may be as much as 5 EY3511.decimeters. This will result in a significant loss of accuracy EY3511.over lines crossing such state borders. EY3511 EY3511 EY3511.The horizontal coordinates were established by classical geodetic methods EY3511.and adjusted by the National Geodetic Survey in July 1986. EY3511 EY3511 EY3511.The Laplace correction was computed from DEFLEC99 derived deflections. EY3511 EY3511.The geoid height was determined by GEOID03. EY3511 EY3511; North East Units Scale Factor Converg. EY3511;SPC NC - 181,227.612 823,719.807 MT 0.99987440 +1 21 36.2 EY3511;SPC NC - 594,577.59 2,702,487.40 sFT 0.99987440 +1 21 36.2 EY3511;UTM 18 - 3,914,295.260 350,675.915 MT 0.99987479 -0 57 04.9 EY3511 EY3511 SUPERSEDED SURVEY CONTROL EY3511 EY3511 NAD 27 - 35 21 38.27400(N) 076 38 38.11700(W) AD( ) 3 EY3511 EY3511.Superseded values are not recommended for survey control. EY3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3511.See file dsdata.txt to determine how the superseded data were derived. EY3511 EY3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5067614295(NAD 83) EY3511 EY3511 HISTORY - Date Condition Report By EY3511 HISTORY - UNK MONUMENTED EY3511 HISTORY - 1935 MARK NOT FOUND CGS EY3511 HISTORY - 1948 SEE DESCRIPTION CGS EY3511 EY3511 STATION DESCRIPTION EY3511 EY3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3511'STATION WAS NOT OCCUPIED OR VISITED BY THIS PARTY. THE SIGNAL EY3511'OBSERVED ON WAS A TALL HYDROGRAPHIC SIGNAL TOWER ERECTED BY EY3511'MR. BONDS PARTY. IT IS LOCATED ON THE E END OF INDIAN ISLAND, EY3511'NW OF THE MOUTH OF GOOSE CREEK. NO PREVIOUS DESCRIPTION. EY3511' EY3511'THIS IS A HYDROGRAPHIC STATION. EY3511 EY3511 STATION RECOVERY (1948) EY3511 EY3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3511'THE STATION SETS IN THE WATER ABOUT 15 FEET FROM SHORE. IT IS EY3511'IN POOR CONDITION. THE 8-INCH TILE IS NOT EMBEDDED BUT IS EY3511'UPRIGHT AND RESTING ON CONCRETE. HOWEVER, IT CAN BE KNOCKED EY3511'OVER EASILY AND WILL NOT REMAIN IN POSITION MUCH LONGER. THE EY3511'DISK WAS NOT STAMPED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0425 *********************************************************************** EY0425 DESIGNATION - C 164 EY0425 PID - EY0425 EY0425 STATE/COUNTY- NC/BEAUFORT EY0425 USGS QUAD - BUNYAN (1974) EY0425 EY0425 *CURRENT SURVEY CONTROL EY0425 ___________________________________________________________________ EY0425* NAD 83(1986)- 35 31 24.59724(N) 076 56 13.54092(W) ADJUSTED EY0425* NAVD 88 - 5.519 (meters) 18.11 (feet) ADJUSTED EY0425 ___________________________________________________________________ EY0425 LAPLACE CORR- -2.02 (seconds) DEFLEC99 EY0425 GEOID HEIGHT- -36.80 (meters) GEOID03 EY0425 DYNAMIC HT - 5.514 (meters) 18.09 (feet) COMP EY0425 MODELED GRAV- 979,761.8 (mgal) NAVD 88 EY0425 EY0425 HORZ ORDER - SECOND EY0425 VERT ORDER - SECOND CLASS 0 EY0425 EY0425.The North Carolina HARNS have been completed but, EY0425.due to contractual restrictions, coordinates for these stations EY0425.will NOT be published in the near future. In the interim, the EY0425.published coordinates in North Carolina will not be EY0425.consistent with the Continuously Operating Reference Stations EY0425.(CORS). The HARN coordinates for these stations are available EY0425.upon request. Contact Gary Thompson(919-733-3836). EY0425. EY0425.In addition, the published North Carolina positions EY0425.(NAD 83 (1986)) are NOT consistent with those determined in EY0425.adjacent state readjustments. The discontinuity between stations EY0425.located in North Carolina and those in adjacent states EY0425.which have been adjusted to the HARN may be as much as 5 EY0425.decimeters. This will result in a significant loss of accuracy EY0425.over lines crossing such state borders. EY0425 EY0425 EY0425.The horizontal coordinates were established by classical geodetic methods EY0425.and adjusted by the National Geodetic Survey in July 1998. EY0425 EY0425.The orthometric height was determined by differential leveling EY0425.and adjusted by the National Geodetic Survey in June 1991. EY0425 EY0425.The Laplace correction was computed from DEFLEC99 derived deflections. EY0425 EY0425.The geoid height was determined by GEOID03. EY0425 EY0425.The dynamic height is computed by dividing the NAVD 88 EY0425.geopotential number by the normal gravity value computed on the EY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0425.degrees latitude (g = 980.6199 gals.). EY0425 EY0425.The modeled gravity was interpolated from observed gravity values. EY0425 EY0425; North East Units Scale Factor Converg. EY0425;SPC NC - 198,679.121 796,677.627 MT 0.99988380 +1 11 26.3 EY0425;SPC NC - 651,833.08 2,613,766.51 sFT 0.99988380 +1 11 26.3 EY0425;UTM 18 - 3,932,825.191 324,359.096 MT 0.99998018 -1 07 32.9 EY0425 EY0425! - Elev Factor x Scale Factor = Combined Factor EY0425!SPC NC - 1.00000491 x 0.99988380 = 0.99988871 EY0425!UTM 18 - 1.00000491 x 0.99998018 = 0.99998509 EY0425 EY0425 SUPERSEDED SURVEY CONTROL EY0425 EY0425 NAVD 88 (07/14/98) 5.52 (m) 18.1 (f) LEVELING 3 EY0425 NGVD 29 (??/??/92) 5.849 (m) 19.19 (f) ADJ UNCH 2 0 EY0425 EY0425.Superseded values are not recommended for survey control. EY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0425.See file dsdata.txt to determine how the superseded data were derived. EY0425 EY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2435932825(NAD 83) EY0425_MARKER: DB = BENCH MARK DISK EY0425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EY0425_SP_SET: HEADWALL EY0425_STAMPING: C 164 1963 EY0425_MARK LOGO: CGS EY0425_MAGNETIC: O = OTHER; SEE DESCRIPTION EY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0425+STABILITY: SURFACE MOTION EY0425 EY0425 HISTORY - Date Condition Report By EY0425 HISTORY - 1963 MONUMENTED CGS EY0425 HISTORY - 19830425 GOOD NCGS EY0425 HISTORY - 1984 GOOD NCGS EY0425 HISTORY - 1985 GOOD USPSQD EY0425 HISTORY - 1989 GOOD USPSQD EY0425 EY0425 STATION DESCRIPTION EY0425 EY0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0425'7.6 MI NW FROM BATH. EY0425'ABOUT 7.6 MILES NORTHWEST ALONG STATE HIGHWAY 92 AND U.S. HIGHWAY EY0425'264 FROM THE WEST OF THE LARGE STATE HIGHWAY 92 BRIDGE OVER BATH EY0425'CREEK AT BATH, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST EY0425'CONCRETE HEAD WALL OF A DOUBLE 6-FOOT BOX CULVERT UNDER THE HIGHWAY EY0425'FOR A SMALL STREAM, 25.5 FEET SOUTHWEST OF THE CENTER LINE OF THE EY0425'HIGHWAY, 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD EY0425'WALL AND ABOUT LEVEL WITH THE HIGHWAY SURFACE. NOTE-- MARK MAY EY0425'BE REACHED BY GOING 4.15 MILES NORTHEAST ALONG THE NORFOLK EY0425'SOUTHERN RAILWAY FROM THE STATION AT WASHINGTON, THENCE 2.45 EY0425'MILES SOUTHEAST ALONG U.S. HIGHWAY 264 AND STATE HIGHWAY 92 TO EY0425'BENCH MARK ON RIGHT. EY0425 EY0425 STATION RECOVERY (1983) EY0425 EY0425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) EY0425'RECOVERED AS DESCRIBED. EY0425 EY0425 STATION RECOVERY (1984) EY0425 EY0425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY0425'RECOVERED IN GOOD CONDITION. EY0425 EY0425 STATION RECOVERY (1985) EY0425 EY0425'RECOVERY NOTE BY US POWER SQUADRON 1985 EY0425'RECOVERED IN GOOD CONDITION. EY0425 EY0425 STATION RECOVERY (1989) EY0425 EY0425'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ) EY0425'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4374 *********************************************************************** EY4374 DESIGNATION - C1 RE 3 EY4374 PID - EY4374 EY4374 STATE/COUNTY- NC/BEAUFORT EY4374 USGS QUAD - HOKE (1978) EY4374 EY4374 *CURRENT SURVEY CONTROL EY4374 ___________________________________________________________________ EY4374* NAD 83(1986)- 35 42 08.74164(N) 076 45 55.85342(W) ADJUSTED EY4374* NAVD 88 - 12.9 (meters) 42. (feet) H LEVEL EY4374 ___________________________________________________________________ EY4374 LAPLACE CORR- -2.63 (seconds) DEFLEC99 EY4374 GEOID HEIGHT- -36.79 (meters) GEOID03 EY4374 EY4374 HORZ ORDER - SECOND EY4374 EY4374.The North Carolina HARNS have been completed but, EY4374.due to contractual restrictions, coordinates for these stations EY4374.will NOT be published in the near future. In the interim, the EY4374.published coordinates in North Carolina will not be EY4374.consistent with the Continuously Operating Reference Stations EY4374.(CORS). The HARN coordinates for these stations are available EY4374.upon request. Contact Gary Thompson(919-733-3836). EY4374. EY4374.In addition, the published North Carolina positions EY4374.(NAD 83 (1986)) are NOT consistent with those determined in EY4374.adjacent state readjustments. The discontinuity between stations EY4374.located in North Carolina and those in adjacent states EY4374.which have been adjusted to the HARN may be as much as 5 EY4374.decimeters. This will result in a significant loss of accuracy EY4374.over lines crossing such state borders. EY4374 EY4374 EY4374.The horizontal coordinates were established by classical geodetic methods EY4374.and adjusted by the National Geodetic Survey in July 1998. EY4374 EY4374.The orthometric height was determined by differential leveling EY4374.between control points not connected to bench marks. EY4374 EY4374.The Laplace correction was computed from DEFLEC99 derived deflections. EY4374 EY4374.The geoid height was determined by GEOID03. EY4374 EY4374; North East Units Scale Factor Converg. EY4374;SPC NC - 218,861.256 811,788.196 MT 0.99990344 +1 17 22.8 EY4374;SPC NC - 718,047.30 2,663,341.77 sFT 0.99990344 +1 17 22.8 EY4374;UTM 18 - 3,952,380.597 340,274.579 MT 0.99991438 -1 01 49.9 EY4374 EY4374! - Elev Factor x Scale Factor = Combined Factor EY4374!SPC NC - 1.00000375 x 0.99990344 = 0.99990719 EY4374!UTM 18 - 1.00000375 x 0.99991438 = 0.99991813 EY4374 EY4374 SUPERSEDED SURVEY CONTROL EY4374 EY4374 NAD 27 - 35 42 08.15300(N) 076 45 57.01700(W) AD( ) 3 EY4374 EY4374.Superseded values are not recommended for survey control. EY4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4374.See file dsdata.txt to determine how the superseded data were derived. EY4374 EY4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4027552381(NAD 83) EY4374_MARKER: DS = TRIANGULATION STATION DISK EY4374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4374_STAMPING: C1 RE 3 1951 EY4374_MARK LOGO: NCGS EY4374_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4374+STABILITY: SURFACE MOTION EY4374 EY4374 HISTORY - Date Condition Report By EY4374 HISTORY - 1951 MONUMENTED CGS EY4374 HISTORY - 19830101 GOOD NCGS EY4374 EY4374 STATION DESCRIPTION EY4374 EY4374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY4374'STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF PLYMOUTH, N.C. ALONG EY4374'N.C. HIGHWAY 32. IT IS ABOUT 900.0 FEET SOUTH OF A BOUNDARY EY4374'MARKER ON THE WASHINGTON-BEAUFORT COUNTY LINE, 32.0 FEET WEST OF EY4374'CENTERLINE OF N.C. HIGHWAY 32, AND 111.0 FEET NORTH OF CENTERLINE EY4374'OF A PRIVATE DRIVE. MARK IS A STANDARD TRIANGULATION DISK, EY4374'STAMPED C1-RE-3, 1951, SET IN TOP OF A 10 IN SQUARE CONCRETE EY4374'MONUMENT, PROJECTING 2 IN ABOVE THE GROUND. EY4374 EY4374 STATION RECOVERY (1983) EY4374 EY4374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4374'RECOVERED IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION FOLLOWS. EY4374'STATION IS LOCATED ABOUT 13.8 KM (8.55 MI) NORTHEAST OF PINETOWN AND EY4374'31.5 KM (19.55 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 11.3 EY4374'KM (7.00 MI) SOUTH FROM NC 45 AND NC 99, OR ABOUT 900 FT (274.3 M) EY4374'SOUTH FROM THE COUNTY LINE, ON THE RIGHT, IN THE EDGE OF A LAWN. MARK EY4374'IS FLUSH WITH GROUND. LOCATED 9.8 M (32.2 FT) NORTHWEST OF THE EY4374'CNETERINE OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTHWEST OF A 10-INCH PINE, EY4374'11.7 M (38.4 FT) NORTHEAST OF AN 8-INCH PINE, AND 4.7 M (15.4 FT) EAST EY4374'OF AN 8-INCH CEDAR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4375 *********************************************************************** EY4375 DESIGNATION - C1 RE 3A EY4375 PID - EY4375 EY4375 STATE/COUNTY- NC/BEAUFORT EY4375 USGS QUAD - HOKE (1978) EY4375 EY4375 *CURRENT SURVEY CONTROL EY4375 ___________________________________________________________________ EY4375* NAD 83(1986)- 35 41 47.54445(N) 076 46 08.16285(W) ADJUSTED EY4375* NAVD 88 - 11.9 (meters) 39. (feet) VERT ANG EY4375 ___________________________________________________________________ EY4375 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY4375 GEOID HEIGHT- -36.80 (meters) GEOID03 EY4375 EY4375 HORZ ORDER - SECOND EY4375 EY4375.The North Carolina HARNS have been completed but, EY4375.due to contractual restrictions, coordinates for these stations EY4375.will NOT be published in the near future. In the interim, the EY4375.published coordinates in North Carolina will not be EY4375.consistent with the Continuously Operating Reference Stations EY4375.(CORS). The HARN coordinates for these stations are available EY4375.upon request. Contact Gary Thompson(919-733-3836). EY4375. EY4375.In addition, the published North Carolina positions EY4375.(NAD 83 (1986)) are NOT consistent with those determined in EY4375.adjacent state readjustments. The discontinuity between stations EY4375.located in North Carolina and those in adjacent states EY4375.which have been adjusted to the HARN may be as much as 5 EY4375.decimeters. This will result in a significant loss of accuracy EY4375.over lines crossing such state borders. EY4375 EY4375 EY4375.The horizontal coordinates were established by classical geodetic methods EY4375.and adjusted by the National Geodetic Survey in July 1998. EY4375 EY4375.The orthometric height was determined by vertical angle observations. EY4375 EY4375.The Laplace correction was computed from DEFLEC99 derived deflections. EY4375 EY4375.The geoid height was determined by GEOID03. EY4375 EY4375; North East Units Scale Factor Converg. EY4375;SPC NC - 218,201.220 811,493.535 MT 0.99990264 +1 17 15.7 EY4375;SPC NC - 715,881.84 2,662,375.04 sFT 0.99990264 +1 17 15.7 EY4375;UTM 18 - 3,951,733.023 339,953.435 MT 0.99991565 -1 01 56.6 EY4375 EY4375! - Elev Factor x Scale Factor = Combined Factor EY4375!SPC NC - 1.00000391 x 0.99990264 = 0.99990655 EY4375!UTM 18 - 1.00000391 x 0.99991565 = 0.99991956 EY4375 EY4375 SUPERSEDED SURVEY CONTROL EY4375 EY4375 NAD 27 - 35 41 46.95800(N) 076 46 09.33100(W) AD( ) 3 EY4375 EY4375.Superseded values are not recommended for survey control. EY4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4375.See file dsdata.txt to determine how the superseded data were derived. EY4375 EY4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3995351733(NAD 83) EY4375_MARKER: DE = TRAVERSE STATION DISK EY4375_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EY4375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4375_STAMPING: C1 RE 3A 1951 EY4375_MARK LOGO: CGS EY4375_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY4375 EY4375 HISTORY - Date Condition Report By EY4375 HISTORY - 1951 MONUMENTED CGS EY4375 HISTORY - 1967 GOOD USE EY4375 HISTORY - 19820425 GOOD NCGS EY4375 EY4375 STATION DESCRIPTION EY4375 EY4375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY4375'STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF PLYMOUTH, N.C. ALONG EY4375'N.C. HIGHWAY 32. IT IS 32.0 FEET WEST OF CENTERLINE OF EY4375'N.C. HIGHWAY 32, 23.0 FEET NORTH OF CENTERLINE OF PRIVATE DRIVE, EY4375'AND 35.0 FEET EAST OF AN REA CO-OP POWER POLE NO. 14-45-1. MARK EY4375'IS A STANDARD REFERENCE MK. DISK, STAMPED C1-RE-3A, SET IN TOP OF EY4375'A 10 IN SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE GROUND. EY4375 EY4375 STATION RECOVERY (1967) EY4375 EY4375'RECOVERY NOTE BY US ENGINEERS 1967 EY4375'THE STATION IS THE CENTER OF A STANDARD USC AND GS REFERENCE DISK EY4375'STAMPED C1-RE-3A SET IN TOP OF A 10 IN SQUARE CONCRETE MONUMENT EY4375'SET FLUSH WITH THE GROUND. EY4375' EY4375'THE STATION IS LOCATED 23 FT N-NE OF PRIVATE DRIVE, 32 FT W-NW EY4375'OF THE CENTERLINE OF N.C. HIGHWAY 32, AND 35 FT SE OF A EY4375'R.E.A. CO-OP POWER POLE 14-45-1. EY4375' EY4375'TO REACH STATION PROCEED APPROXIMATELY 12.5 MILES S OF PLYMOUTH EY4375'ALONG N.C. HIGHWAY 32 TO STATION SITE. EY4375 EY4375 STATION RECOVERY (1982) EY4375 EY4375'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY4375'STATION IS LOCATED 8.0 MI (12.9 KM) NORTHEAST OF PINETOWN AND 19.3 MI EY4375'(31.1 KM) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 7.5 MI (12.1 EY4375'KM) SOUTH FROM NC 45 AND NC 99, ABOUT 0.6 MI (1.0 KM) SOUTH OF THE EY4375'COUNTY LINE, IN THE YARD OF A 2-STORY DWELLING. MARK IS RECESSED 2 EY4375'INCHES BELOW GROUND. LOCATED 13.6 FT (4.1 M) NORTH OF THE NORTHWEST EY4375'END OF A DRIVEWAY CULVERT ON THE WEST SIDE OF NC 32. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4377 *********************************************************************** EY4377 DESIGNATION - C1 RE 4A EY4377 PID - EY4377 EY4377 STATE/COUNTY- NC/BEAUFORT EY4377 USGS QUAD - HOKE (1978) EY4377 EY4377 *CURRENT SURVEY CONTROL EY4377 ___________________________________________________________________ EY4377* NAD 83(1986)- 35 38 52.31277(N) 076 47 58.22132(W) ADJUSTED EY4377* NAVD 88 - 11.2 (meters) 37. (feet) VERT ANG EY4377 ___________________________________________________________________ EY4377 LAPLACE CORR- -2.38 (seconds) DEFLEC99 EY4377 GEOID HEIGHT- -36.80 (meters) GEOID03 EY4377 EY4377 HORZ ORDER - SECOND EY4377 EY4377.The North Carolina HARNS have been completed but, EY4377.due to contractual restrictions, coordinates for these stations EY4377.will NOT be published in the near future. In the interim, the EY4377.published coordinates in North Carolina will not be EY4377.consistent with the Continuously Operating Reference Stations EY4377.(CORS). The HARN coordinates for these stations are available EY4377.upon request. Contact Gary Thompson(919-733-3836). EY4377. EY4377.In addition, the published North Carolina positions EY4377.(NAD 83 (1986)) are NOT consistent with those determined in EY4377.adjacent state readjustments. The discontinuity between stations EY4377.located in North Carolina and those in adjacent states EY4377.which have been adjusted to the HARN may be as much as 5 EY4377.decimeters. This will result in a significant loss of accuracy EY4377.over lines crossing such state borders. EY4377 EY4377 EY4377.The horizontal coordinates were established by classical geodetic methods EY4377.and adjusted by the National Geodetic Survey in July 1998. EY4377 EY4377.The orthometric height was determined by vertical angle observations. EY4377 EY4377.The Laplace correction was computed from DEFLEC99 derived deflections. EY4377 EY4377.The geoid height was determined by GEOID03. EY4377 EY4377; North East Units Scale Factor Converg. EY4377;SPC NC - 212,740.654 808,847.200 MT 0.99989642 +1 16 12.2 EY4377;SPC NC - 697,966.63 2,653,692.86 sFT 0.99989642 +1 16 12.2 EY4377;UTM 18 - 3,946,383.919 337,088.199 MT 0.99992706 -1 02 56.4 EY4377 EY4377! - Elev Factor x Scale Factor = Combined Factor EY4377!SPC NC - 1.00000403 x 0.99989642 = 0.99990045 EY4377!UTM 18 - 1.00000403 x 0.99992706 = 0.99993109 EY4377 EY4377 SUPERSEDED SURVEY CONTROL EY4377 EY4377 NAD 27 - 35 38 51.72200(N) 076 47 59.40400(W) AD( ) 3 EY4377 EY4377.Superseded values are not recommended for survey control. EY4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4377.See file dsdata.txt to determine how the superseded data were derived. EY4377 EY4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3708846384(NAD 83) EY4377_MARKER: DE = TRAVERSE STATION DISK EY4377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4377_STAMPING: C1 RE 4A 1951 EY4377_MARK LOGO: CGS EY4377_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4377+STABILITY: SURFACE MOTION EY4377 EY4377 HISTORY - Date Condition Report By EY4377 HISTORY - 1951 MONUMENTED CGS EY4377 HISTORY - 19830101 GOOD NCGS EY4377 EY4377 STATION DESCRIPTION EY4377 EY4377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY4377'STATION IS LOCATED ABOUT 16.3 MILES SOUTH OF PLYMOUTH, N.C. ALONG EY4377'N.C. HIGHWAY 32. IT IS 0.5 MILE SOUTH OF INTERSECTION OF EY4377'N.C. HIGHWAY 32 AND DIRT ROAD EAST, 34.0 FEET WEST OF CENTER-LINE EY4377'OF HIGHWAY, 26.0 FEET EAST OF NORTHEAST CORNER OF A BARN, 74.0 EY4377'FEET SOUTHEAST OF SOUTHEAST CORNER OF NORTHERNMOST BARN. MARK IS EY4377'A STANDARD REFERENCE MK. DISK, STAMPED C1-RE-4A, 1951, SET IN EY4377'TOP OF A 10 IN SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND. EY4377 EY4377 STATION RECOVERY (1983) EY4377 EY4377'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4377'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. STATION IS EY4377'LOCATED ABOUT 7.1 KM (4.40 MI) NORTHEAST OF PINETOWN AND 25.8 KM EY4377'(16.05 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 20.4 KM EY4377'(12.65 MI) NORTH FROM US 264, OR 7.2 KM (4.45 MI) SOUTH FROM THE EY4377'COUNTY LINE, ON THE LEFT SIDE OF THE HIGHWAY BETWEEN TWO OLD BARNS. EY4377'MARK IS FLUSH WITH GROUND. LOCATED 10.8 M (35.4 FT) NORTHWEST OF THE EY4377'CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) EAST OF THE NORTHEAST EY4377'CORNER OF A BARN, 22.3 M (73.2 FT) SOUTH OF THE SOUTHEAST CORNER OF EY4377'NORTHERNMOST BARN--AND 38.0 M (124.7 FT) SOUTHWEST OF A TELEPHONE POLE EY4377'WITH A PEDESTAL, 42.2 M (138.5 FT) NORTHWEST OF A POWER POLE--BOTH EY4377'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4378 *********************************************************************** EY4378 DESIGNATION - C1 RE 5 EY4378 PID - EY4378 EY4378 STATE/COUNTY- NC/BEAUFORT EY4378 USGS QUAD - PINETOWN (1974) EY4378 EY4378 *CURRENT SURVEY CONTROL EY4378 ___________________________________________________________________ EY4378* NAD 83(1986)- 35 35 41.13597(N) 076 49 26.69563(W) ADJUSTED EY4378* NAVD 88 - 9.3 (meters) 31. (feet) H LEVEL EY4378 ___________________________________________________________________ EY4378 LAPLACE CORR- -2.00 (seconds) DEFLEC99 EY4378 GEOID HEIGHT- -36.84 (meters) GEOID03 EY4378 EY4378 HORZ ORDER - SECOND EY4378 EY4378.The North Carolina HARNS have been completed but, EY4378.due to contractual restrictions, coordinates for these stations EY4378.will NOT be published in the near future. In the interim, the EY4378.published coordinates in North Carolina will not be EY4378.consistent with the Continuously Operating Reference Stations EY4378.(CORS). The HARN coordinates for these stations are available EY4378.upon request. Contact Gary Thompson(919-733-3836). EY4378. EY4378.In addition, the published North Carolina positions EY4378.(NAD 83 (1986)) are NOT consistent with those determined in EY4378.adjacent state readjustments. The discontinuity between stations EY4378.located in North Carolina and those in adjacent states EY4378.which have been adjusted to the HARN may be as much as 5 EY4378.decimeters. This will result in a significant loss of accuracy EY4378.over lines crossing such state borders. EY4378 EY4378 EY4378.The horizontal coordinates were established by classical geodetic methods EY4378.and adjusted by the National Geodetic Survey in July 1998. EY4378 EY4378.The orthometric height was determined by differential leveling EY4378.between control points not connected to bench marks. EY4378 EY4378.The Laplace correction was computed from DEFLEC99 derived deflections. EY4378 EY4378.The geoid height was determined by GEOID03. EY4378 EY4378; North East Units Scale Factor Converg. EY4378;SPC NC - 206,801.577 806,751.406 MT 0.99989045 +1 15 21.2 EY4378;SPC NC - 678,481.51 2,646,816.90 sFT 0.99989045 +1 15 21.2 EY4378;UTM 18 - 3,940,534.261 334,753.777 MT 0.99993650 -1 03 43.0 EY4378 EY4378! - Elev Factor x Scale Factor = Combined Factor EY4378!SPC NC - 1.00000432 x 0.99989045 = 0.99989477 EY4378!UTM 18 - 1.00000432 x 0.99993650 = 0.99994082 EY4378 EY4378 SUPERSEDED SURVEY CONTROL EY4378 EY4378 NAD 27 - 35 35 40.54600(N) 076 49 27.89200(W) AD( ) 3 EY4378 EY4378.Superseded values are not recommended for survey control. EY4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4378.See file dsdata.txt to determine how the superseded data were derived. EY4378 EY4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3475440534(NAD 83) EY4378_MARKER: DE = TRAVERSE STATION DISK EY4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4378_STAMPING: C1 RE 5 1951 EY4378_MARK LOGO: NCGS EY4378_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4378+STABILITY: SURFACE MOTION EY4378 EY4378 HISTORY - Date Condition Report By EY4378 HISTORY - 1951 MONUMENTED CGS EY4378 HISTORY - 19830101 GOOD NCGS EY4378 EY4378 STATION DESCRIPTION EY4378 EY4378'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY4378'STATION IS LOCATED ABOUT 20.5 MILES SOUTH OF PLYMOUTH, N.C. ALONG EY4378'N.C. HIGHWAY 32, AT ACRE STATION, N.C. IT IS ABOUT 300.0 FEET EY4378'SOUTH OF A RAILROAD CROSSING, 63.0 FEET EAST OF CENTER-LINE OF EY4378'HIGHWAY, 55.0 FEET EAST OF A RAILROAD CROSSING CAUTION SIGN, AND EY4378'3.0 FEET SOUTH OF A CORNER FENCE POST. MARK IS A STANDARD DISK, EY4378'STAMPED C1-RE-5, 1951, SET IN TOP OF A 10 IN SQUARE CONCRETE EY4378'MONUMENT, PROJECTING 3 IN ABOVE THE GROUND. EY4378 EY4378 STATION RECOVERY (1983) EY4378 EY4378'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4378'RECOVERED IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION FOLLOWS. EY4378'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) EAST-SOUTHEAST OF PINETOWN EY4378'AND 21.7 KM (13.50 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR EY4378'14.0 KM (8.70 MI) NORTH FROM US 264, IN THE VICINITY OF ACRE STATION EY4378'AT THE EDGE OF A SMALL PATCH OF WOODS, NEAR THE HOME OF O.K. MIDYETTE. EY4378'MARK IS FLUSH WITH GROUND. LOCATED 19.2 M (63.0 FT) SOUTHEAST OF THE EY4378'CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) NORTHWEST OF AN 8-INCH EY4378'ROUND CONCRETE MARKER STAMPED--NC 669--,--AND 1.4 M (4.6 FT) NORTHEAST EY4378'OF A 24-INCH GUM, 9.8 M (32.2 FT) NORTHWEST OF A 24-INCH PINE--BOTH EY4378'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4379 *********************************************************************** EY4379 DESIGNATION - C1 RE 5A EY4379 PID - EY4379 EY4379 STATE/COUNTY- NC/BEAUFORT EY4379 USGS QUAD - PINETOWN (1974) EY4379 EY4379 *CURRENT SURVEY CONTROL EY4379 ___________________________________________________________________ EY4379* NAD 83(1986)- 35 35 20.01418(N) 076 49 49.40370(W) ADJUSTED EY4379* NAVD 88 - 8.7 (meters) 29. (feet) VERT ANG EY4379 ___________________________________________________________________ EY4379 LAPLACE CORR- -1.95 (seconds) DEFLEC99 EY4379 GEOID HEIGHT- -36.84 (meters) GEOID03 EY4379 EY4379 HORZ ORDER - SECOND EY4379 EY4379.The North Carolina HARNS have been completed but, EY4379.due to contractual restrictions, coordinates for these stations EY4379.will NOT be published in the near future. In the interim, the EY4379.published coordinates in North Carolina will not be EY4379.consistent with the Continuously Operating Reference Stations EY4379.(CORS). The HARN coordinates for these stations are available EY4379.upon request. Contact Gary Thompson(919-733-3836). EY4379. EY4379.In addition, the published North Carolina positions EY4379.(NAD 83 (1986)) are NOT consistent with those determined in EY4379.adjacent state readjustments. The discontinuity between stations EY4379.located in North Carolina and those in adjacent states EY4379.which have been adjusted to the HARN may be as much as 5 EY4379.decimeters. This will result in a significant loss of accuracy EY4379.over lines crossing such state borders. EY4379 EY4379 EY4379.The horizontal coordinates were established by classical geodetic methods EY4379.and adjusted by the National Geodetic Survey in July 1998. EY4379 EY4379.The orthometric height was determined by vertical angle observations. EY4379 EY4379.The Laplace correction was computed from DEFLEC99 derived deflections. EY4379 EY4379.The geoid height was determined by GEOID03. EY4379 EY4379; North East Units Scale Factor Converg. EY4379;SPC NC - 206,138.324 806,194.201 MT 0.99988985 +1 15 08.0 EY4379;SPC NC - 676,305.48 2,644,988.81 sFT 0.99988985 +1 15 08.0 EY4379;UTM 18 - 3,939,894.055 334,170.176 MT 0.99993888 -1 03 55.7 EY4379 EY4379! - Elev Factor x Scale Factor = Combined Factor EY4379!SPC NC - 1.00000442 x 0.99988985 = 0.99989427 EY4379!UTM 18 - 1.00000442 x 0.99993888 = 0.99994330 EY4379 EY4379 SUPERSEDED SURVEY CONTROL EY4379 EY4379 NAD 27 - 35 35 19.42500(N) 076 49 50.60000(W) AD( ) 3 EY4379 EY4379.Superseded values are not recommended for survey control. EY4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4379.See file dsdata.txt to determine how the superseded data were derived. EY4379 EY4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3417039894(NAD 83) EY4379_MARKER: DR = REFERENCE MARK DISK EY4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4379_STAMPING: C1 RE 5A 1951 EY4379_MARK LOGO: NCGS EY4379_MAGNETIC: N = NO MAGNETIC MATERIAL EY4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4379+STABILITY: SURFACE MOTION EY4379 EY4379 HISTORY - Date Condition Report By EY4379 HISTORY - 1951 MONUMENTED CGS EY4379 HISTORY - 19830101 GOOD NCGS EY4379 EY4379 STATION DESCRIPTION EY4379 EY4379'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY4379'STATION IS LOCATED ABOUT 21.1 MILES SOUTH OF PLYMOUTH ALONG EY4379'N.C. HIGHWAY 32, AND 0.6 MILE SOUTH OF RAILROAD CROSSING AT EY4379'ACRE STATION. IT IS 40.0 FEET EAST OF CENTER-LINE OF HIGHWAY, EY4379'30.0 FEET NORTH OF A 12 IN PINE TREE, 4.0 FEET WEST OF A 14 IN EY4379'PINE TREE, AND 125.0 FEET NORTH OF NORTHWEST CORNER OF A RED EY4379'BRICK BUILDING. EY4379' EY4379'MARK IS A STANDARD REFERENCE MK. DISK, STAMPED C1-RE-5A, 1951, EY4379'SET IN TOP OF A 10 IN SQUARE CONCRETE MONUMENT, 2 IN BELOW THE EY4379'SURFACE OF THE GROUND. EY4379 EY4379 STATION RECOVERY (1983) EY4379 EY4379'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4379'RECOVERED IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION FOLLOWS. EY4379'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF PINETOWN AND EY4379'21.1 KM (13.10 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 13.1 EY4379'KM (8.15 MI) NORTH FROM US 264, OR 1.0 KM (0.60 MI) SOUTH FROM THE EY4379'ACRE STATION RAILROAD CROSSING, AT A SMALL COMMUNITY STORE, IN THE EY4379'RIGHT SHOULDER OF THE HIGHWAY. MARK IS RECESSED 8 INCHES BELOW GROUND. EY4379'LOCATED 12.0 M (39.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, EY4379'1.0 M (3.3 FT) NORTHWEST OF A 24-INCH PINE, 8.9 M (29.2 FT) NORTHEAST EY4379'OF A 24-INCH PINE, 20.1 M (65.9 FT) SOUTH OF THE WEST END OF A EY4379'DRIVEWAY CULVERT ON THE NORTH SIDE OF THE HIGHWAY, 41.3 M (135.5 FT) EY4379'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG, AND EY4379'36.0 M (118.1 FT) NORTHEAST OF A 1-STORY BRICK STORE BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4023 *********************************************************************** EY4023 DESIGNATION - CADY EY4023 PID - EY4023 EY4023 STATE/COUNTY- NC/BEAUFORT EY4023 USGS QUAD - PANTEGO (1974) EY4023 EY4023 *CURRENT SURVEY CONTROL EY4023 ___________________________________________________________________ EY4023* NAD 83(1986)- 35 30 25.69827(N) 076 41 53.07951(W) ADJUSTED EY4023* NAVD 88 - 2. (meters) 7. (feet) SCALED EY4023 ___________________________________________________________________ EY4023 LAPLACE CORR- -1.81 (seconds) DEFLEC99 EY4023 GEOID HEIGHT- -37.11 (meters) GEOID03 EY4023 EY4023 HORZ ORDER - SECOND EY4023 EY4023.The North Carolina HARNS have been completed but, EY4023.due to contractual restrictions, coordinates for these stations EY4023.will NOT be published in the near future. In the interim, the EY4023.published coordinates in North Carolina will not be EY4023.consistent with the Continuously Operating Reference Stations EY4023.(CORS). The HARN coordinates for these stations are available EY4023.upon request. Contact Gary Thompson(919-733-3836). EY4023. EY4023.In addition, the published North Carolina positions EY4023.(NAD 83 (1986)) are NOT consistent with those determined in EY4023.adjacent state readjustments. The discontinuity between stations EY4023.located in North Carolina and those in adjacent states EY4023.which have been adjusted to the HARN may be as much as 5 EY4023.decimeters. This will result in a significant loss of accuracy EY4023.over lines crossing such state borders. EY4023 EY4023 EY4023.The horizontal coordinates were established by classical geodetic methods EY4023.and adjusted by the National Geodetic Survey in July 1986. EY4023 EY4023.The orthometric height was scaled from a topographic map. EY4023 EY4023.The Laplace correction was computed from DEFLEC99 derived deflections. EY4023 EY4023.The geoid height was determined by GEOID03. EY4023 EY4023; North East Units Scale Factor Converg. EY4023;SPC NC - 197,341.109 818,391.503 MT 0.99988249 +1 19 43.0 EY4023;SPC NC - 647,443.29 2,685,006.12 sFT 0.99988249 +1 19 43.0 EY4023;UTM 18 - 3,930,610.779 346,002.303 MT 0.99989225 -0 59 11.2 EY4023 EY4023! - Elev Factor x Scale Factor = Combined Factor EY4023!SPC NC - 1.00000556 x 0.99988249 = 0.99988805 EY4023!UTM 18 - 1.00000556 x 0.99989225 = 0.99989781 EY4023 EY4023: Primary Azimuth Mark Grid Az EY4023:SPC NC - CADY RM 2 186 50 45.6 EY4023:UTM 18 - CADY RM 2 189 09 39.8 EY4023 EY4023|---------------------------------------------------------------------| EY4023| PID Reference Object Distance Geod. Az | EY4023| dddmmss.s | EY4023| EY4837 CADY RM 1 35.083 METERS 10425 | EY4023| EY4838 CADY RM 2 1881028.6 | EY4023| EY4839 CADY RM 3 43.206 METERS 18857 | EY4023|---------------------------------------------------------------------| EY4023 EY4023 SUPERSEDED SURVEY CONTROL EY4023 EY4023 NAD 27 - 35 30 25.10400(N) 076 41 54.31900(W) AD( ) 2 EY4023 EY4023.Superseded values are not recommended for survey control. EY4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4023.See file dsdata.txt to determine how the superseded data were derived. EY4023 EY4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4600230611(NAD 83) EY4023_MARKER: DS = TRIANGULATION STATION DISK EY4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4023 EY4023 HISTORY - Date Condition Report By EY4023 HISTORY - 1935 MONUMENTED CGS EY4023 HISTORY - 1949 GOOD CGS EY4023 EY4023 STATION DESCRIPTION EY4023 EY4023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY4023'STATION IS ON THE N SIDE OF PUNGO CREEK NEAR CADY LANDING, ABOUT EY4023'3 MILES SE OF YEATSVILLE, AND ABOUT 1-1/4 MILES NE OF PUNGO EY4023'CREEK DRAWBRIDGE. EY4023' EY4023'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE EY4023'DISKS SET IN CONCRETE. EY4023' EY4023'STATION IS IN THE NW CORNER OF A HAYFIELD, 23 FEET E OF A EY4023'SMALL SHED. LAND IS OWNED BY SAVINGS AND TRUST COMPANY OF EY4023'WASHINGTON, NORTH CAROLINA. EY4023' EY4023'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON EDGE OF A EY4023'CULTIVATED FIELD. REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 1/4 EY4023'MILE S BY W OF THE STATION, 45 YARDS N OF PUNGO CREEK IN A GROVE EY4023'OF PINES. REFERENCE MARK NO. 3 IS S BY W OF THE STATION. EY4023' EY4023'TO REACH FROM BELHAVEN, GO W 0.9 MILE ON HIGHWAY 264 AND TURN EY4023'LEFT ON RANSOMVILLE ROAD. WITH 0.0 HERE GO AS FOLLOWS--AT 3.5 EY4023'TAKE RIGHT FORK, AT 4.9 TURN SHARP LEFT ON WOODS ROAD, AT 5.2 EY4023'TURN SHARP RIGHT, AND AT 5.3 COME TO STATION JUST BEYOND A EY4023'WATER HOLE, AND NEAR A SMALL SHED. EY4023' EY4023'HEIGHT OF SIGNAL ABOVE STATION MARK - 39 METERS. EY4023 EY4023 STATION RECOVERY (1949) EY4023 EY4023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY4023'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY4023'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A EY4023'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION EY4023'IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY4023' EY4023'STATION IS ON THE N SIDE OF PUNGO CREEK, ABOUT 3 MILES SE OF EY4023'YEATSVILLE, AND 1.25 MILES NE OF PUNGO CREEK DRAWBRIDGE. IT IS EY4023'NEAR THE NE CORNER OF CLEARED LAND, NEAR A GROUP OF FOUR PINE EY4023'TREES, 24.5 FEET E OF THE LARGEST TREE IN THE GROUP WHICH IS EY4023'BLAZED, 28.5 FEET N OF THE CENTER LINE OF FIELD ROAD, 96.0 FEET EY4023'W OF THE INTERSECTION OF DIM WOODS ROAD AND DITCH, AND 33.0 EY4023'FEET S OF THE DITCH AT THE EDGE OF WOODS. EY4023' EY4023'STATION MARK IS A BRONZE STATION DISK, STAMPED CADY 1935, SET EY4023'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 EY4023'INCHES ABOVE GROUND. EY4023' EY4023'R.M. 1 IS ESE OF THE STATION, AT EDGE OF A CULTIVATED FIELD, EY4023'27 FEET SE OF THE INTERSECTION OF THE CENTER LINE OF DIM WOODS EY4023'ROAD AND DITCH. IT IS A BRONZE REFERENCE DISK, STAMPED CADY NO EY4023'1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY4023'PROJECTING 4 INCHES ABOVE GROUND. EY4023' EY4023'R.M. 2 (AZ. MK.) IS IN A CULTIVATED FIELD, 1359.5 FEET S OF EY4023'THE STATION, 134 FEET N OF THE CREEK, 106 FEET S OF A SMALL EY4023'DITCH, AND 67.5 FEET W OF A 12-INCH BLAZED GUM TREE. IT IS A EY4023'BRONZE REFERENCE DISK, STAMPED CADY NO 2 1935, SET IN THE TOP EY4023'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES EY4023'ABOVE GROUND. EY4023' EY4023'R.M. 3 IS S BY W OF THE STATION, IN A CULTIVATED FIELD. IT IS EY4023'A BRONZE REFERENCE DISK, STAMPED CADY NO 3 1935, SET IN THE EY4023'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES EY4023'ABOVE GROUND. EY4023' EY4023'TO REACH FROM BELHAVEN, AT INTERSECTION OF HIGHWAY 264 AND EY4023'RANSOMVILLE ROAD, TAKE RANSOMVILLE ROAD FOR 3.5 MILES TO FORK, EY4023'TAKE ROAD TO RIGHT 1.4 MILES, TURN SHARP LEFT ON WOODS ROAD AND EY4023'PROCEED ABOUT 0.3 MILE TO WHERE ROAD TURNS LEFT AND CROSSES EY4023'SMALL DITCH, THEN ON ABANDONED ROAD, TO RIGHT, TO CLEARED LAND EY4023'AND STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2282 *********************************************************************** EY2282 DESIGNATION - CALF EY2282 PID - EY2282 EY2282 STATE/COUNTY- NC/BEAUFORT EY2282 USGS QUAD - HACKNEY (1983) EY2282 EY2282 *CURRENT SURVEY CONTROL EY2282 ___________________________________________________________________ EY2282* NAD 83(1986)- 35 29 14.30243(N) 077 01 17.88097(W) ADJUSTED EY2282* NAVD 88 - 3. (meters) 10. (feet) SCALED EY2282 ___________________________________________________________________ EY2282 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2282 GEOID HEIGHT- -36.74 (meters) GEOID03 EY2282 EY2282 HORZ ORDER - THIRD EY2282 EY2282.The North Carolina HARNS have been completed but, EY2282.due to contractual restrictions, coordinates for these stations EY2282.will NOT be published in the near future. In the interim, the EY2282.published coordinates in North Carolina will not be EY2282.consistent with the Continuously Operating Reference Stations EY2282.(CORS). The HARN coordinates for these stations are available EY2282.upon request. Contact Gary Thompson(919-733-3836). EY2282. EY2282.In addition, the published North Carolina positions EY2282.(NAD 83 (1986)) are NOT consistent with those determined in EY2282.adjacent state readjustments. The discontinuity between stations EY2282.located in North Carolina and those in adjacent states EY2282.which have been adjusted to the HARN may be as much as 5 EY2282.decimeters. This will result in a significant loss of accuracy EY2282.over lines crossing such state borders. EY2282 EY2282 EY2282.The horizontal coordinates were established by classical geodetic methods EY2282.and adjusted by the National Geodetic Survey in July 1986. EY2282 EY2282.The orthometric height was scaled from a topographic map. EY2282 EY2282.The Laplace correction was computed from DEFLEC99 derived deflections. EY2282 EY2282.The geoid height was determined by GEOID03. EY2282 EY2282; North East Units Scale Factor Converg. EY2282;SPC NC - 194,508.731 789,092.191 MT 0.99988101 +1 08 30.7 EY2282;SPC NC - 638,150.73 2,588,879.96 sFT 0.99988101 +1 08 30.7 EY2282;UTM 18 - 3,928,964.316 316,610.429 MT 1.00001447 -1 10 26.2 EY2282 EY2282! - Elev Factor x Scale Factor = Combined Factor EY2282!SPC NC - 1.00000535 x 0.99988101 = 0.99988636 EY2282!UTM 18 - 1.00000535 x 1.00001447 = 1.00001982 EY2282 EY2282: Primary Azimuth Mark Grid Az EY2282:SPC NC - RICE 304 39 54.4 EY2282:UTM 18 - RICE 306 58 51.3 EY2282 EY2282|---------------------------------------------------------------------| EY2282| PID Reference Object Distance Geod. Az | EY2282| dddmmss.s | EY2282| EY2286 FORK POINT LIGHT APPROX. 1.7 KM 0765729.4 | EY2282| EY4420 CALF RM 1 15.260 METERS 23152 | EY2282| EY2289 RICE APPROX. 1.7 KM 3054825.1 | EY2282|---------------------------------------------------------------------| EY2282 EY2282 SUPERSEDED SURVEY CONTROL EY2282 EY2282 NAD 27 - 35 29 13.71600(N) 077 01 19.06200(W) AD( ) 3 EY2282 EY2282.Superseded values are not recommended for survey control. EY2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2282.See file dsdata.txt to determine how the superseded data were derived. EY2282 EY2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1661028964(NAD 83) EY2282_MARKER: DS = TRIANGULATION STATION DISK EY2282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2282_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2282 EY2282 HISTORY - Date Condition Report By EY2282 HISTORY - 1935 MONUMENTED CGS EY2282 HISTORY - 1949 GOOD CGS EY2282 HISTORY - 1967 GOOD USE EY2282 EY2282 STATION DESCRIPTION EY2282 EY2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2282'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY AT THE MOUTH EY2282'OF THE BAY ON THE POINT OF FAST LAND JUST NW OF CALF CREEK, 1 EY2282'FOOT ABOVE HIGH WATER. STATION IS 41.5 METERS, 100 DEG EY2282'MAGNETIC, FROM POINT OF MARSH GRASS. 2.6 METERS, 43 DEG EY2282'MAGNETIC, FROM NEAREST HIGH-WATER LINE. 14 METERS, 43 DEG EY2282'MAGNETIC, FROM EDGE OF MARSH GRASS. 8.15 METERS, 292 DEG EY2282'30 MIN MAGNETIC, FROM BLAZE (3 NAILS) IN 8-INCH 30-FOOT PINE EY2282'TREE. 12.7 METERS, 195 DEG 30 MIN MAGNETIC, FROM TRIANGULAR EY2282'BLAZE (3 NAILS) IN 18-INCH 40-FOOT OAK TREE. EY2282' EY2282'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2282'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A EY2282'WOODEN POST DRIVEN INTO THE MARSH, MARK PROJECTING 6 INCHES. EY2282' EY2282'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET IN EY2282'8- BY 30-INCH TILE PROJECTING 5 INCHES. EY2282 EY2282 STATION RECOVERY (1949) EY2282 EY2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2282'STATION RECOVERED IN GOOD CONDITION. DISTANCE TO REFERENCE EY2282'MARK MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. EY2282' EY2282'ORIGINAL DESCRIPTION INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2282' EY2282'STATION IS ON THE S SIDE OF CHOCOWINITY BAY, AT THE MOUTH EY2282'OF THE BAY, ABOUT 94 FEET NW OF CALF CREEK. IT IS 34.0 FEET EY2282'SW OF A POINT OF MARSH, 26.6 FEET E OF A BLAZED 16-INCH PINE EY2282'TREE, 42.0 FEET N OF A BLAZED 18-INCH OAK TREE. EY2282' EY2282'STATION MARK IS A BRONZE STATION DISK, STAMPED CALF 1935, EY2282'SET IN AN 8-INCH CONCRETE-FILLED TILE, AND PROJECTING 8 INCHES EY2282'ABOVE GROUND. EY2282' EY2282'REFERENCE MARK IS SW OF THE STATION, 7.6 FEET SE OF A BLAZED EY2282'6-INCH CYPRESS TREE, AND 22 FEET W OF A BLAZED 18-INCH OAK EY2282'TREE. IT IS A BRONZE REFERENCE DISK, STAMPED CALF NO 1 1935, EY2282'AND SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED TILE PROJECTING EY2282'4 INCHES ABOVE THE GROUND. EY2282 EY2282 STATION RECOVERY (1967) EY2282 EY2282'RECOVERY NOTE BY US ENGINEERS 1967 EY2282'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK EY2282'STAMPED CALF 1935 SET IN AN 8 IN CONCRETE FILLED TILE EY2282'PROJECTING 8 IN ABOVE GROUND. EY2282' EY2282'STATION IS LOCATED 127 FT W OF THE MOUTH OF COW CREEK EY2282'AT AN AZIMUTH OF 90 DEG, 8 FT S OF WATERS EDGE AT AN AZIMUTH EY2282'OF 03 DEG AND 26.6 FT E OF A 16 IN BLAZED PINE TREE. EY2282' EY2282'TO REACH FROM CHOCOWINITY PROCEED 2.2 MILES ON HIGHWAY 33 EY2282'E TO BEACHWOOD TRAILER PARK AND DIRT ROAD LEADING N. PROCEED EY2282'1.5 MILES TO END OF ROAD, SWAMP, AND STATION SITE. EY2282' EY2282'R.M. 1 IS 50 FT SW OF THE STATION AT AN AZIMUTH OF 237 EY2282'DEG. IT IS STAMPED CALF 1 1935, AND IS SET IN THE TOP OF EY2282'AN 8 IN CONCRETE FILLED TILE PROJECTING 4 IN ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5926 *********************************************************************** AE5926 DESIGNATION - CAMPELL AE5926 PID - AE5926 AE5926 STATE/COUNTY- NC/BEAUFORT AE5926 USGS QUAD - SOUTH CREEK (1993) AE5926 AE5926 *CURRENT SURVEY CONTROL AE5926 ___________________________________________________________________ AE5926* NAD 83(1986)- 35 17 14.12950(N) 076 41 12.35227(W) ADJUSTED AE5926* NAVD 88 - 1.284 (meters) 4.21 (feet) ADJUSTED AE5926 ___________________________________________________________________ AE5926 LAPLACE CORR- -0.51 (seconds) DEFLEC99 AE5926 GEOID HEIGHT- -37.30 (meters) GEOID03 AE5926 DYNAMIC HT - 1.283 (meters) 4.21 (feet) COMP AE5926 MODELED GRAV- 979,752.8 (mgal) NAVD 88 AE5926 AE5926 HORZ ORDER - SECOND AE5926 VERT ORDER - SECOND CLASS II AE5926 AE5926.The North Carolina HARNS have been completed but, AE5926.due to contractual restrictions, coordinates for these stations AE5926.will NOT be published in the near future. In the interim, the AE5926.published coordinates in North Carolina will not be AE5926.consistent with the Continuously Operating Reference Stations AE5926.(CORS). The HARN coordinates for these stations are available AE5926.upon request. Contact Gary Thompson(919-733-3836). AE5926. AE5926.In addition, the published North Carolina positions AE5926.(NAD 83 (1986)) are NOT consistent with those determined in AE5926.adjacent state readjustments. The discontinuity between stations AE5926.located in North Carolina and those in adjacent states AE5926.which have been adjusted to the HARN may be as much as 5 AE5926.decimeters. This will result in a significant loss of accuracy AE5926.over lines crossing such state borders. AE5926 AE5926 AE5926.The horizontal coordinates were established by classical geodetic methods AE5926.and adjusted by the National Geodetic Survey in April 1998. AE5926 AE5926.The orthometric height was determined by differential leveling AE5926.and adjusted by the National Geodetic Survey in June 1998. AE5926 AE5926.The Laplace correction was computed from DEFLEC99 derived deflections. AE5926 AE5926.The geoid height was determined by GEOID03. AE5926 AE5926.The dynamic height is computed by dividing the NAVD 88 AE5926.geopotential number by the normal gravity value computed on the AE5926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5926.degrees latitude (g = 980.6199 gals.). AE5926 AE5926.The modeled gravity was interpolated from observed gravity values. AE5926 AE5926; North East Units Scale Factor Converg. AE5926;SPC NC - 172,979.358 819,985.793 MT 0.99987278 +1 20 06.5 AE5926;SPC NC - 567,516.44 2,690,236.72 sFT 0.99987278 +1 20 06.5 AE5926;UTM 18 - 3,906,204.181 346,612.363 MT 0.99988996 -0 58 28.5 AE5926 AE5926! - Elev Factor x Scale Factor = Combined Factor AE5926!SPC NC - 1.00000565 x 0.99987278 = 0.99987843 AE5926!UTM 18 - 1.00000565 x 0.99988996 = 0.99989561 AE5926 AE5926 SUPERSEDED SURVEY CONTROL AE5926 AE5926 NGVD 29 (04/29/98) 1.62 (m) 5.3 (f) LEVELING 3 AE5926 AE5926.Superseded values are not recommended for survey control. AE5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5926.See file dsdata.txt to determine how the superseded data were derived. AE5926 AE5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4661206204(NAD 83) AE5926_MARKER: DH = HORIZONTAL CONTROL DISK AE5926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5926_STAMPING: CAMPELL 1983 AE5926_MARK LOGO: NCGS AE5926_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5926+STABILITY: SURFACE MOTION AE5926 AE5926 HISTORY - Date Condition Report By AE5926 HISTORY - 1983 MONUMENTED NCGS AE5926 AE5926 STATION DESCRIPTION AE5926 AE5926'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5926'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) EAST-SOUTHEAST OF AURORA AND AE5926'11.9 KM (7.40 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 AT THE AE5926'CAMPBELLS CREEK BRIDGE, ON THE EDGE OF THE SMALL COMMUNITY OF AE5926'CAMPBELLS CREEK. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 4.5 AE5926'M (14.8 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.2 M AE5926'(86.0 FT) NORTHWEST OF THE CENTER OF THE BRIDGE OVER CAMPBELL CREEK, AE5926'AND 45.6 M (149.6 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A REFERENCE AE5926'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4221 *********************************************************************** EY4221 DESIGNATION - CAMPER EY4221 PID - EY4221 EY4221 STATE/COUNTY- NC/BEAUFORT EY4221 USGS QUAD - WASHINGTON (1983) EY4221 EY4221 *CURRENT SURVEY CONTROL EY4221 ___________________________________________________________________ EY4221* NAD 83(1986)- 35 31 35.47429(N) 077 04 43.71354(W) ADJUSTED EY4221* NAVD 88 - 1.67 (+/-2cm) 5.5 (feet) VERTCON EY4221 ___________________________________________________________________ EY4221 LAPLACE CORR- -2.31 (seconds) DEFLEC99 EY4221 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4221 EY4221 HORZ ORDER - SECOND EY4221 VERT ORDER - THIRD ? (See Below) EY4221 EY4221.The North Carolina HARNS have been completed but, EY4221.due to contractual restrictions, coordinates for these stations EY4221.will NOT be published in the near future. In the interim, the EY4221.published coordinates in North Carolina will not be EY4221.consistent with the Continuously Operating Reference Stations EY4221.(CORS). The HARN coordinates for these stations are available EY4221.upon request. Contact Gary Thompson(919-733-3836). EY4221. EY4221.In addition, the published North Carolina positions EY4221.(NAD 83 (1986)) are NOT consistent with those determined in EY4221.adjacent state readjustments. The discontinuity between stations EY4221.located in North Carolina and those in adjacent states EY4221.which have been adjusted to the HARN may be as much as 5 EY4221.decimeters. This will result in a significant loss of accuracy EY4221.over lines crossing such state borders. EY4221 EY4221 EY4221.The horizontal coordinates were established by classical geodetic methods EY4221.and adjusted by the National Geodetic Survey in October 1990. EY4221 EY4221.The NAVD 88 height was computed by applying the VERTCON shift value to EY4221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4221.The vertical order pertains to the NGVD 29 superseded value. EY4221 EY4221.The Laplace correction was computed from DEFLEC99 derived deflections. EY4221 EY4221.The geoid height was determined by GEOID03. EY4221 EY4221; North East Units Scale Factor Converg. EY4221;SPC NC - 198,756.352 783,821.288 MT 0.99988405 +1 06 31.9 EY4221;SPC NC - 652,086.46 2,571,587.01 sFT 0.99988405 +1 06 31.9 EY4221;UTM 18 - 3,933,422.151 311,514.786 MT 1.00003782 -1 12 29.9 EY4221 EY4221! - Elev Factor x Scale Factor = Combined Factor EY4221!SPC NC - 1.00000549 x 0.99988405 = 0.99988954 EY4221!UTM 18 - 1.00000549 x 1.00003782 = 1.00004331 EY4221 EY4221 SUPERSEDED SURVEY CONTROL EY4221 EY4221 NGVD 29 (10/26/90) 2.00 (m) 6.6 (f) LEVELING 3 EY4221 EY4221.Superseded values are not recommended for survey control. EY4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4221.See file dsdata.txt to determine how the superseded data were derived. EY4221 EY4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1151533422(NAD 83) EY4221_MARKER: DE = TRAVERSE STATION DISK EY4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4221_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4221_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4221+STABILITY: SURFACE MOTION EY4221 EY4221 HISTORY - Date Condition Report By EY4221 HISTORY - 1979 MONUMENTED NCGS EY4221 HISTORY - 19910331 MARK NOT FOUND USPSQD EY4221 HISTORY - 20040625 MARK NOT FOUND USPSQD EY4221 EY4221 STATION DESCRIPTION EY4221 EY4221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4221'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF EY4221'CHOCOWINITY AND 2.0 MILES SOUTHWEST OF WASHINGTON. EY4221' EY4221'TO REACH STATION FROM THE SOUTH END OF THE US 17 BRIDGE OVER THE EY4221'PAMLICO RIVER, PROCEED SOUTHWEST ALONG US 17 FOR 1.35 MILES TO STATION EY4221'IN THE RIGHT SHOULDER AT A CAMPER SALES LOT AND 0.2 MILE SOUTHWEST OF EY4221'THE SR 1166 CROSSOVER. EY4221' EY4221'STATION MARK IS A STANDARD DISK STAMPED---CAMPER 1979---SET IN TOP OF EY4221'A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND SURFACE. EY4221'THE MARK IS 20.5 FEET NORTH-NORTHWEST OF CENTERLINE OF SOUTH BOUND EY4221'LANES, 59.5 FEET SOUTHWEST OF TELEPHONE PEDESTAL, 62.4 FEET SOUTHWEST EY4221'OF POWER POLE WITH REFERENCE TAG, 125.2 FEET SOUTHWEST OF METAL EY4221'MAILBOX POST IN CENTER OF NORTH ENTRANCE AND 86.6 FEET NORTHWEST OF 12 EY4221'INCH CYPRESS WITH REFERENCE TAG. EY4221 EY4221 STATION RECOVERY (1991) EY4221 EY4221'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY4221'MARK NOT FOUND. EY4221 EY4221 STATION RECOVERY (2004) EY4221 EY4221'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4221'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5905 *********************************************************************** AE5905 DESIGNATION - CAPTAIN AE5905 PID - AE5905 AE5905 STATE/COUNTY- NC/BEAUFORT AE5905 USGS QUAD - EDWARD (1983) AE5905 AE5905 *CURRENT SURVEY CONTROL AE5905 ___________________________________________________________________ AE5905* NAD 83(1986)- 35 21 41.08583(N) 076 55 28.19851(W) ADJUSTED AE5905* NAVD 88 - 10.622 (meters) 34.85 (feet) ADJUSTED AE5905 ___________________________________________________________________ AE5905 LAPLACE CORR- -2.53 (seconds) DEFLEC99 AE5905 GEOID HEIGHT- -37.00 (meters) GEOID03 AE5905 DYNAMIC HT - 10.613 (meters) 34.82 (feet) COMP AE5905 MODELED GRAV- 979,749.8 (mgal) NAVD 88 AE5905 AE5905 HORZ ORDER - SECOND AE5905 VERT ORDER - SECOND CLASS II AE5905 AE5905.The North Carolina HARNS have been completed but, AE5905.due to contractual restrictions, coordinates for these stations AE5905.will NOT be published in the near future. In the interim, the AE5905.published coordinates in North Carolina will not be AE5905.consistent with the Continuously Operating Reference Stations AE5905.(CORS). The HARN coordinates for these stations are available AE5905.upon request. Contact Gary Thompson(919-733-3836). AE5905. AE5905.In addition, the published North Carolina positions AE5905.(NAD 83 (1986)) are NOT consistent with those determined in AE5905.adjacent state readjustments. The discontinuity between stations AE5905.located in North Carolina and those in adjacent states AE5905.which have been adjusted to the HARN may be as much as 5 AE5905.decimeters. This will result in a significant loss of accuracy AE5905.over lines crossing such state borders. AE5905 AE5905 AE5905.The horizontal coordinates were established by classical geodetic methods AE5905.and adjusted by the National Geodetic Survey in April 1998. AE5905 AE5905.The orthometric height was determined by differential leveling AE5905.and adjusted by the National Geodetic Survey in June 1998. AE5905 AE5905.The Laplace correction was computed from DEFLEC99 derived deflections. AE5905 AE5905.The geoid height was determined by GEOID03. AE5905 AE5905.The dynamic height is computed by dividing the NAVD 88 AE5905.geopotential number by the normal gravity value computed on the AE5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5905.degrees latitude (g = 980.6199 gals.). AE5905 AE5905.The modeled gravity was interpolated from observed gravity values. AE5905 AE5905; North East Units Scale Factor Converg. AE5905;SPC NC - 180,725.758 798,195.575 MT 0.99987442 +1 11 52.5 AE5905;SPC NC - 592,931.09 2,618,746.65 sFT 0.99987442 +1 11 52.5 AE5905;UTM 18 - 3,914,823.376 325,150.935 MT 0.99997677 -1 06 50.6 AE5905 AE5905! - Elev Factor x Scale Factor = Combined Factor AE5905!SPC NC - 1.00000414 x 0.99987442 = 0.99987856 AE5905!UTM 18 - 1.00000414 x 0.99997677 = 0.99998091 AE5905 AE5905 SUPERSEDED SURVEY CONTROL AE5905 AE5905 NGVD 29 (04/29/98) 10.94 (m) 35.9 (f) LEVELING 3 AE5905 AE5905.Superseded values are not recommended for survey control. AE5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5905.See file dsdata.txt to determine how the superseded data were derived. AE5905 AE5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2515114823(NAD 83) AE5905_MARKER: DH = HORIZONTAL CONTROL DISK AE5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5905_STAMPING: CAPTAIN 1983 AE5905_MARK LOGO: NCGS AE5905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5905+STABILITY: SURFACE MOTION AE5905 AE5905 HISTORY - Date Condition Report By AE5905 HISTORY - 1983 MONUMENTED NCGS AE5905 AE5905 STATION DESCRIPTION AE5905 AE5905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5905'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) EAST-SOUTHEAST OF COXS AE5905'CROSSROADS. ALONG NC 33 FOR 2.8 KM (1.75 MI) SOUTH OF THE BLOUNTS AE5905'CREEK POST OFFICE AT COXS CROSSROADS, AT THE SR 1952 INTERSECTION. AE5905'MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 5.6 M (18.4 FT) AE5905'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41.3 M (135.5 FT) AE5905'SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND SR 1952, AE5905'4.4 M (14.4 FT) SOUTH-SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, AE5905'5.6 M (18.4 FT) WEST-NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, AE5905'15.4 M (50.5 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER, AND 3.9 M (12.8 AE5905'FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5923 *********************************************************************** AE5923 DESIGNATION - CARS AE5923 PID - AE5923 AE5923 STATE/COUNTY- NC/BEAUFORT AE5923 USGS QUAD - SOUTH CREEK (1993) AE5923 AE5923 *CURRENT SURVEY CONTROL AE5923 ___________________________________________________________________ AE5923* NAD 83(1986)- 35 17 35.76819(N) 076 42 41.25761(W) ADJUSTED AE5923* NAVD 88 - 2.713 (meters) 8.90 (feet) ADJUSTED AE5923 ___________________________________________________________________ AE5923 LAPLACE CORR- -0.57 (seconds) DEFLEC99 AE5923 GEOID HEIGHT- -37.29 (meters) GEOID03 AE5923 DYNAMIC HT - 2.711 (meters) 8.89 (feet) COMP AE5923 MODELED GRAV- 979,750.1 (mgal) NAVD 88 AE5923 AE5923 HORZ ORDER - SECOND AE5923 VERT ORDER - SECOND CLASS II AE5923 AE5923.The North Carolina HARNS have been completed but, AE5923.due to contractual restrictions, coordinates for these stations AE5923.will NOT be published in the near future. In the interim, the AE5923.published coordinates in North Carolina will not be AE5923.consistent with the Continuously Operating Reference Stations AE5923.(CORS). The HARN coordinates for these stations are available AE5923.upon request. Contact Gary Thompson(919-733-3836). AE5923. AE5923.In addition, the published North Carolina positions AE5923.(NAD 83 (1986)) are NOT consistent with those determined in AE5923.adjacent state readjustments. The discontinuity between stations AE5923.located in North Carolina and those in adjacent states AE5923.which have been adjusted to the HARN may be as much as 5 AE5923.decimeters. This will result in a significant loss of accuracy AE5923.over lines crossing such state borders. AE5923 AE5923 AE5923.The horizontal coordinates were established by classical geodetic methods AE5923.and adjusted by the National Geodetic Survey in April 1998. AE5923 AE5923.The orthometric height was determined by differential leveling AE5923.and adjusted by the National Geodetic Survey in June 1998. AE5923 AE5923.The Laplace correction was computed from DEFLEC99 derived deflections. AE5923 AE5923.The geoid height was determined by GEOID03. AE5923 AE5923.The dynamic height is computed by dividing the NAVD 88 AE5923.geopotential number by the normal gravity value computed on the AE5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5923.degrees latitude (g = 980.6199 gals.). AE5923 AE5923.The modeled gravity was interpolated from observed gravity values. AE5923 AE5923; North East Units Scale Factor Converg. AE5923;SPC NC - 173,593.905 817,724.773 MT 0.99987285 +1 19 15.2 AE5923;SPC NC - 569,532.67 2,682,818.69 sFT 0.99987285 +1 19 15.2 AE5923;UTM 18 - 3,906,909.369 344,377.900 MT 0.99989846 -0 59 20.5 AE5923 AE5923! - Elev Factor x Scale Factor = Combined Factor AE5923!SPC NC - 1.00000543 x 0.99987285 = 0.99987828 AE5923!UTM 18 - 1.00000543 x 0.99989846 = 0.99990389 AE5923 AE5923 SUPERSEDED SURVEY CONTROL AE5923 AE5923 NGVD 29 (04/29/98) 3.05 (m) 10.0 (f) LEVELING 3 AE5923 AE5923.Superseded values are not recommended for survey control. AE5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5923.See file dsdata.txt to determine how the superseded data were derived. AE5923 AE5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4437806909(NAD 83) AE5923_MARKER: DH = HORIZONTAL CONTROL DISK AE5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5923_STAMPING: CARS 1983 AE5923_MARK LOGO: NCGS AE5923_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5923+STABILITY: SURFACE MOTION AE5923 AE5923 HISTORY - Date Condition Report By AE5923 HISTORY - 1983 MONUMENTED NCGS AE5923 AE5923 STATION DESCRIPTION AE5923 AE5923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5923'STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) EAST OF AURORA AND 14.2 KM AE5923'(8.80 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 FOR 6.0 KM (3.70 MI) AE5923'EAST FROM THE SOUTH CREEK BRIDGE AT AURORA, OR 2.6 KM (1.60 MI) WEST AE5923'OF THE CAMPBELL CREEK BRIDGE AND ABOUT 100 FEET (30.5 M) SOUTH OF A AE5923'LARGE BARN. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 5.0 M AE5923'(16.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.6 M (80.7 FT) AE5923'SOUTHEAST OF THE SOUTH END OF A HIGHWAY CULVERT, 27.0 M (88.6 FT) EAST AE5923'OF THE EAST END OF A DRIVEWAY CULVERT, 30.3 M (99.4 FT) SOUTH OF THE AE5923'SOUTHWEST CORNER OF THE BARN, AND 18.5 M (60.7 FT) EAST OF A POWER AE5923'POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2103 *********************************************************************** EY2103 DESIGNATION - CASTLE EY2103 PID - EY2103 EY2103 STATE/COUNTY- NC/BEAUFORT EY2103 USGS QUAD - WASHINGTON (1983) EY2103 EY2103 *CURRENT SURVEY CONTROL EY2103 ___________________________________________________________________ EY2103* NAD 83(1986)- 35 32 17.61768(N) 077 03 19.11391(W) ADJUSTED EY2103* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2103 ___________________________________________________________________ EY2103 LAPLACE CORR- -1.94 (seconds) DEFLEC99 EY2103 GEOID HEIGHT- -36.64 (meters) GEOID03 EY2103 EY2103 HORZ ORDER - THIRD EY2103 EY2103.The North Carolina HARNS have been completed but, EY2103.due to contractual restrictions, coordinates for these stations EY2103.will NOT be published in the near future. In the interim, the EY2103.published coordinates in North Carolina will not be EY2103.consistent with the Continuously Operating Reference Stations EY2103.(CORS). The HARN coordinates for these stations are available EY2103.upon request. Contact Gary Thompson(919-733-3836). EY2103. EY2103.In addition, the published North Carolina positions EY2103.(NAD 83 (1986)) are NOT consistent with those determined in EY2103.adjacent state readjustments. The discontinuity between stations EY2103.located in North Carolina and those in adjacent states EY2103.which have been adjusted to the HARN may be as much as 5 EY2103.decimeters. This will result in a significant loss of accuracy EY2103.over lines crossing such state borders. EY2103 EY2103 EY2103.The horizontal coordinates were established by classical geodetic methods EY2103.and adjusted by the National Geodetic Survey in July 1986. EY2103 EY2103.The orthometric height was scaled from a topographic map. EY2103 EY2103.The Laplace correction was computed from DEFLEC99 derived deflections. EY2103 EY2103.The geoid height was determined by GEOID03. EY2103 EY2103; North East Units Scale Factor Converg. EY2103;SPC NC - 200,096.288 785,926.628 MT 0.99988505 +1 07 20.7 EY2103;SPC NC - 656,482.57 2,578,494.28 sFT 0.99988505 +1 07 20.7 EY2103;UTM 18 - 3,934,676.051 313,672.902 MT 1.00002785 -1 11 41.9 EY2103 EY2103! - Elev Factor x Scale Factor = Combined Factor EY2103!SPC NC - 1.00000580 x 0.99988505 = 0.99989085 EY2103!UTM 18 - 1.00000580 x 1.00002785 = 1.00003365 EY2103 EY2103: Primary Azimuth Mark Grid Az EY2103:SPC NC - SWITCH 097 11 02.0 EY2103:UTM 18 - SWITCH 099 30 04.6 EY2103 EY2103|---------------------------------------------------------------------| EY2103| PID Reference Object Distance Geod. Az | EY2103| dddmmss.s | EY2103| EY2162 SWITCH APPROX. 0.8 KM 0981822.7 | EY2103| EY2163 TEMP 497.659 METERS 2020058.0 | EY2103| EY2127 LET 371.356 METERS 26434 | EY2103| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 1.0 KM 3380057.4 | EY2103| EY2196 WASHINGTON VENTILATOR 438.799 METERS 3391951.8 | EY2103| EY4428 CASTLE RM 20.486 METERS 35717 | EY2103|---------------------------------------------------------------------| EY2103 EY2103 SUPERSEDED SURVEY CONTROL EY2103 EY2103 NAD 27 - 35 32 17.03300(N) 077 03 20.28100(W) AD( ) 3 EY2103 EY2103.Superseded values are not recommended for survey control. EY2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2103.See file dsdata.txt to determine how the superseded data were derived. EY2103 EY2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1367334676(NAD 83) EY2103_MARKER: DS = TRIANGULATION STATION DISK EY2103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2103_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2103 EY2103 HISTORY - Date Condition Report By EY2103 HISTORY - 1935 MONUMENTED CGS EY2103 HISTORY - 1949 GOOD CGS EY2103 EY2103 STATION DESCRIPTION EY2103 EY2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2103'STATION IS ON CASTLE ISLAND, OPPOSITE WASHINGTON, AT THE N END EY2103'OF PAMLICO RIVER, THE ONLY ISLAND IN THE VICINITY ON WHICH ARE EY2103'TREES. STATION IS AT ABOUT THE HIGHEST PART OF THE ISLAND, EY2103'74 FEET, NE OF THE WATER LINE, AND 81 FEET SW OF A LARGE 30-INCH EY2103'ELM TREE NEAR THE CENTER OF ISLAND. EY2103' EY2103'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2103'IN THE TOPS OF TILES. EY2103' EY2103'STATION MARK PROJECTS ABOUT 6 INCHES ABOVE THE SAND. EY2103 EY2103 STATION RECOVERY (1949) EY2103 EY2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2103'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE EY2103'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE EY2103'AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY2103'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2103' EY2103'STATION IS ON CASTLE ISLAND, OPPOSITE WASHINGTON, ON ABOUT THE EY2103'HIGHEST PART OF THE ISLAND, 74.0 FEET NE OF THE WATER LINE, AND EY2103'81.O FEET SW OF A 30-INCH ELM TREE. EY2103' EY2103'STATION MARK IS A BRONZE STATION DISK, SET IN CONCRETE AT THE EY2103'CENTER OF THE TOP OF A TILE, AND PROJECTING 6 INCHES ABOVE EY2103'GROUND. THE DISK IS STAMPED CASTLE 1935. EY2103' EY2103'REFERENCE MARK IS NW OF THE STATION, 19.5 FEET SE OF A 12-INCH EY2103'CEDAR. AND 18.0 FEET S OF A 3/4-INCH IRON ROD IN THE S OF EY2103'TWO FORKED POPLAR TREES. IT IS A BRONZE REFERENCE DISK, SET EY2103'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, AND PROJECTING EY2103'3 INCHES ABOVE GROUND. THE DISK IS STAMPED CASTLE NO 1 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2104 *********************************************************************** EY2104 DESIGNATION - CEDAR GROVE RESET EY2104 PID - EY2104 EY2104 STATE/COUNTY- NC/BEAUFORT EY2104 USGS QUAD - WASHINGTON (1983) EY2104 EY2104 *CURRENT SURVEY CONTROL EY2104 ___________________________________________________________________ EY2104* NAD 83(1986)- 35 31 52.80141(N) 077 02 10.17919(W) ADJUSTED EY2104* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2104 ___________________________________________________________________ EY2104 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2104 GEOID HEIGHT- -36.67 (meters) GEOID03 EY2104 EY2104 HORZ ORDER - THIRD EY2104 EY2104.The North Carolina HARNS have been completed but, EY2104.due to contractual restrictions, coordinates for these stations EY2104.will NOT be published in the near future. In the interim, the EY2104.published coordinates in North Carolina will not be EY2104.consistent with the Continuously Operating Reference Stations EY2104.(CORS). The HARN coordinates for these stations are available EY2104.upon request. Contact Gary Thompson(919-733-3836). EY2104. EY2104.In addition, the published North Carolina positions EY2104.(NAD 83 (1986)) are NOT consistent with those determined in EY2104.adjacent state readjustments. The discontinuity between stations EY2104.located in North Carolina and those in adjacent states EY2104.which have been adjusted to the HARN may be as much as 5 EY2104.decimeters. This will result in a significant loss of accuracy EY2104.over lines crossing such state borders. EY2104 EY2104 EY2104.The horizontal coordinates were established by classical geodetic methods EY2104.and adjusted by the National Geodetic Survey in July 1986. EY2104 EY2104.The orthometric height was scaled from a topographic map. EY2104 EY2104.The Laplace correction was computed from DEFLEC99 derived deflections. EY2104 EY2104.The geoid height was determined by GEOID03. EY2104 EY2104; North East Units Scale Factor Converg. EY2104;SPC NC - 199,365.879 787,677.731 MT 0.99988446 +1 08 00.5 EY2104;SPC NC - 654,086.22 2,584,239.36 sFT 0.99988446 +1 08 00.5 EY2104;UTM 18 - 3,933,875.326 315,393.280 MT 1.00001998 -1 11 01.1 EY2104 EY2104! - Elev Factor x Scale Factor = Combined Factor EY2104!SPC NC - 1.00000565 x 0.99988446 = 0.99989011 EY2104!UTM 18 - 1.00000565 x 1.00001998 = 1.00002563 EY2104 EY2104: Primary Azimuth Mark Grid Az EY2104:SPC NC - RODNEY 2 218 25 47.8 EY2104:UTM 18 - RODNEY 2 220 44 49.4 EY2104 EY2104|---------------------------------------------------------------------| EY2104| PID Reference Object Distance Geod. Az | EY2104| dddmmss.s | EY2104| EY4429 CEDAR GROVE RM 9.120 METERS 04040 | EY2104| EY4470 CEDAR GROVE CEMENT MARK 2.500 METERS 04128 | EY2104| EY2153 RODNEY 2 APPROX. 1.0 KM 2193348.3 | EY2104| EY2186 WINDMILL POINT SHOAL LIGHT OLD APPROX. 0.9 KM 2620825.5 | EY2104| EY2185 WINDMILL POINT SHOAL LIGHT NEW APPROX. 1.0 KM 2715644.7 | EY2104| EY2116 FLAG IN WATER APPROX. 0.8 KM 2765203.9 | EY2104| EY2139 N AND S RR BRIDGE W SEMAPHORE APPROX. 1.5 KM 2875121.9 | EY2104| EY2138 N AND S RR BRIDGE E SEMAPHORE APPROX. 1.4 KM 2922018.6 | EY2104| EY2180 WASHINGTON WEA BUREAU TOWER APPROX. 1.2 KM 3054412.1 | EY2104|---------------------------------------------------------------------| EY2104 EY2104 SUPERSEDED SURVEY CONTROL EY2104 EY2104 NAD 27 - 35 31 52.22000(N) 077 02 11.35000(W) AD( ) 3 EY2104 EY2104.Superseded values are not recommended for survey control. EY2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2104.See file dsdata.txt to determine how the superseded data were derived. EY2104 EY2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1539333875(NAD 83) EY2104_MARKER: DS = TRIANGULATION STATION DISK EY2104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2104_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2104 EY2104 HISTORY - Date Condition Report By EY2104 HISTORY - 1914 MONUMENTED CGS EY2104 HISTORY - 1914 GOOD CGS EY2104 HISTORY - 1948 MARK NOT FOUND CGS EY2104 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2104 EY2104 STATION DESCRIPTION EY2104 EY2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 EY2104'STATION IS ON THE N SIDE OF PAMLICO RIVER, NEAR THE CITY OF EY2104'WASHINGTON, 1/4 MILE DOWN THE RIVER FROM RUNYON CREEK, AT THE EY2104'FOOT OF ONE OF THE STREETS IN THE SUBURB CALLED WASHINGTON EY2104'PARK, ON A SANDY BEACH IN FRONT OF A LOW BLUFF, A LITTLE BELOW EY2104'HIGH-WATER MARK. THE OLD CEDAR POST, WHICH ORIGINALLY MARKED EY2104'THE STATION WAS REPLACED IN 1914 BY A STANDARD STATION MARK. EY2104' EY2104'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2104'CONCRETE, IN THE TOPS OF TILES. EY2104' EY2104'THE REFERENCE MARK IS ON TOP OF THE BLUFF, 9.12 METERS EY2104'(29.9 FEET) FROM THE STATION N 40 DEG 40 MIN E. A EY2104'CONCRETE MONUMENT OF THE U.S. ENGINEERS IS 2.50 METERS EY2104'(8.2 FEET) FROM THE STATION N 41 DEG 28 MIN E. THE EY2104'U.S. WEATHER BUREAU TOWER IS N 54 DEG 16 MIN W. EY2104 EY2104 STATION RECOVERY (1948) EY2104 EY2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2104'STATION HAS BEEN LOST. A NEW STATION (GROVE 1933) WAS EY2104'ESTABLISHED ON THE SAME POINT. A THOROUGH SEARCH WAS MADE IN EY2104'THE AREA AND MEASUREMENTS FROM GROVE 1933 INDICATE THAT THE EY2104'STATION HAS BEEN LOST DUE TO EROSION. EY2104 EY2104 STATION RECOVERY (2004) EY2104 EY2104'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2104'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3764 *********************************************************************** EY3764 DESIGNATION - CEMETERY EY3764 PID - EY3764 EY3764 STATE/COUNTY- NC/BEAUFORT EY3764 USGS QUAD - BATH (1993) EY3764 EY3764 *CURRENT SURVEY CONTROL EY3764 ___________________________________________________________________ EY3764* NAD 83(1986)- 35 24 58.23669(N) 076 50 06.59888(W) ADJUSTED EY3764* NAVD 88 - 3.781 (meters) 12.40 (feet) ADJUSTED EY3764 ___________________________________________________________________ EY3764 LAPLACE CORR- -2.44 (seconds) DEFLEC99 EY3764 GEOID HEIGHT- -37.08 (meters) GEOID03 EY3764 DYNAMIC HT - 3.778 (meters) 12.39 (feet) COMP EY3764 MODELED GRAV- 979,749.0 (mgal) NAVD 88 EY3764 EY3764 HORZ ORDER - SECOND EY3764 VERT ORDER - SECOND CLASS II EY3764 EY3764.The North Carolina HARNS have been completed but, EY3764.due to contractual restrictions, coordinates for these stations EY3764.will NOT be published in the near future. In the interim, the EY3764.published coordinates in North Carolina will not be EY3764.consistent with the Continuously Operating Reference Stations EY3764.(CORS). The HARN coordinates for these stations are available EY3764.upon request. Contact Gary Thompson(919-733-3836). EY3764. EY3764.In addition, the published North Carolina positions EY3764.(NAD 83 (1986)) are NOT consistent with those determined in EY3764.adjacent state readjustments. The discontinuity between stations EY3764.located in North Carolina and those in adjacent states EY3764.which have been adjusted to the HARN may be as much as 5 EY3764.decimeters. This will result in a significant loss of accuracy EY3764.over lines crossing such state borders. EY3764 EY3764 EY3764.The horizontal coordinates were established by classical geodetic methods EY3764.and adjusted by the National Geodetic Survey in July 1986. EY3764 EY3764.The orthometric height was determined by differential leveling EY3764.and adjusted by the National Geodetic Survey in June 1998. EY3764 EY3764.The Laplace correction was computed from DEFLEC99 derived deflections. EY3764 EY3764.The geoid height was determined by GEOID03. EY3764 EY3764.The dynamic height is computed by dividing the NAVD 88 EY3764.geopotential number by the normal gravity value computed on the EY3764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3764.degrees latitude (g = 980.6199 gals.). EY3764 EY3764.The modeled gravity was interpolated from observed gravity values. EY3764 EY3764; North East Units Scale Factor Converg. EY3764;SPC NC - 186,972.879 806,179.277 MT 0.99987669 +1 14 58.1 EY3764;SPC NC - 613,426.85 2,644,939.84 sFT 0.99987669 +1 14 58.1 EY3764;UTM 18 - 3,920,743.750 333,380.907 MT 0.99994213 -1 03 49.5 EY3764 EY3764! - Elev Factor x Scale Factor = Combined Factor EY3764!SPC NC - 1.00000523 x 0.99987669 = 0.99988192 EY3764!UTM 18 - 1.00000523 x 0.99994213 = 0.99994736 EY3764 EY3764: Primary Azimuth Mark Grid Az EY3764:SPC NC - BAYVIEW 059 16 09.7 EY3764:UTM 18 - BAYVIEW 061 34 57.3 EY3764 EY3764|---------------------------------------------------------------------| EY3764| PID Reference Object Distance Geod. Az | EY3764| dddmmss.s | EY3764| EY3761 BAYVIEW APPROX. 4.4 KM 0603107.8 | EY3764|---------------------------------------------------------------------| EY3764 EY3764 SUPERSEDED SURVEY CONTROL EY3764 EY3764 NAD 27 - 35 24 57.64491(N) 076 50 07.82742(W) AD( ) 2 EY3764 NGVD 29 (07/19/86) 3.9 (m) 13. (f) VERT ANG EY3764 EY3764.Superseded values are not recommended for survey control. EY3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3764.See file dsdata.txt to determine how the superseded data were derived. EY3764 EY3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3338120744(NAD 83) EY3764_MARKER: DE = TRAVERSE STATION DISK EY3764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3764_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3764_STAMPING: CEMETERY 1966 EY3764_MARK LOGO: NCGS EY3764_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3764+STABILITY: SURFACE MOTION EY3764 EY3764 HISTORY - Date Condition Report By EY3764 HISTORY - 1966 MONUMENTED NCGS EY3764 HISTORY - 19870101 GOOD NCGS EY3764 EY3764 STATION DESCRIPTION EY3764 EY3764'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3764'CEMETERY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3764'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3764' EY3764'CEMETERY IS 8.1 MILES NNW OF AURORA. LOCATED ON S SIDE OF EY3764'PAMLICO RIVER. 0.9 MILES E ALONG SR 1101 FROM SR 1100 AT CORE EY3764'POINT. APPROXIMATELY 150 FT NE OF CEMETERY AT THE END OF SR EY3764'1101 ON SMALL HILL. AND APPROXIMATELY 300 FT E OF PAMLICO EY3764'GARDENS SIGN. EY3764' EY3764'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3764'CEMETERY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY3764'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EY3764' EY3764'MARK IS EY3764' EY3764'42.5 FT NE OF 5 INCH DOGWOOD WITH ALUMINUM REF. TAG EY3764' EY3764'43.0 FT NE OF 12 INCH PINE WITH ALUMINUM REF. TAG EY3764' EY3764'55.2 FT NW OF 7 INCH PINE WITH ALUMINUM REF. TAG EY3764' EY3764'96.5 FT WSW OF 8 INCH PINE WITH ALUMINUM REF. TAG EY3764' EY3764'99.5 FT NE OF NE CORNER OF CEMETERY EY3764' EY3764'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3764 EY3764 STATION RECOVERY (1987) EY3764 EY3764'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (GWT) EY3764'RECOVERED IN GOOD CONDITION. STATION IS LOCATED ABOUT 13.1 KM (8.15 EY3764'MI) NORTH-NORTHWEST OF AURORA. PROCEED ALONG SR 1932 FOR 9.3 KM (5.75 EY3764'MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST OF THE EDWARDS POST EY3764'OFFICE, TO SR 1100, THENCE NORTHEAST ALONG SR 1100 FOR 3.3 KM (2.05 EY3764'MI) TO SR 1101, THENCE SOUTHEAST ALONG SR 1101 FOR 1.6 KM (1.00 MI) TO EY3764'THE END OF THE ROAD AND A CEMETERY, AND THE STATION IN THE WOODS EY3764'NORTHEAST OF THE CEMETERY. MARK IS RECESSED 2 INCHES BELOW GROUND. EY3764'LOCATED 30.5 M (100.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE EY3764'CEMETERY--AND 2.4 M (7.9 FT) WEST-NORTHWEST OF A 10-INCH PINE, 10.5 M EY3764'(34.4 FT) SOUTH-SOUTHEAST OF AN 18-INCH OAK, 16.8 M (55.1 FT) EY3764'NORTHWEST OF A 12-INCH PINE, 13.1 M (43.0 FT) NORTHEAST OF A 18-INCH EY3764'PINE, AND 13.0 M (42.7 FT) NORTHEAST OF A 10-INCH DOGWOOD--ALL FIVE EY3764'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4105 *********************************************************************** EY4105 DESIGNATION - CERAMIC EY4105 PID - EY4105 EY4105 STATE/COUNTY- NC/BEAUFORT EY4105 USGS QUAD - PINETOWN (1974) EY4105 EY4105 *CURRENT SURVEY CONTROL EY4105 ___________________________________________________________________ EY4105* NAD 83(1986)- 35 31 17.57717(N) 076 48 58.32927(W) ADJUSTED EY4105* NAVD 88 - 4.807 (meters) 15.77 (feet) ADJUSTED EY4105 ___________________________________________________________________ EY4105 LAPLACE CORR- -2.07 (seconds) DEFLEC99 EY4105 GEOID HEIGHT- -36.96 (meters) GEOID03 EY4105 DYNAMIC HT - 4.803 (meters) 15.76 (feet) COMP EY4105 MODELED GRAV- 979,760.0 (mgal) NAVD 88 EY4105 EY4105 HORZ ORDER - SECOND EY4105 VERT ORDER - SECOND CLASS II EY4105 EY4105.The North Carolina HARNS have been completed but, EY4105.due to contractual restrictions, coordinates for these stations EY4105.will NOT be published in the near future. In the interim, the EY4105.published coordinates in North Carolina will not be EY4105.consistent with the Continuously Operating Reference Stations EY4105.(CORS). The HARN coordinates for these stations are available EY4105.upon request. Contact Gary Thompson(919-733-3836). EY4105. EY4105.In addition, the published North Carolina positions EY4105.(NAD 83 (1986)) are NOT consistent with those determined in EY4105.adjacent state readjustments. The discontinuity between stations EY4105.located in North Carolina and those in adjacent states EY4105.which have been adjusted to the HARN may be as much as 5 EY4105.decimeters. This will result in a significant loss of accuracy EY4105.over lines crossing such state borders. EY4105 EY4105 EY4105.The horizontal coordinates were established by classical geodetic methods EY4105.and adjusted by the National Geodetic Survey in July 1998. EY4105 EY4105.The orthometric height was determined by differential leveling EY4105.and adjusted by the National Geodetic Survey in June 1991. EY4105 EY4105.The Laplace correction was computed from DEFLEC99 derived deflections. EY4105 EY4105.The geoid height was determined by GEOID03. EY4105 EY4105.The dynamic height is computed by dividing the NAVD 88 EY4105.geopotential number by the normal gravity value computed on the EY4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4105.degrees latitude (g = 980.6199 gals.). EY4105 EY4105.The modeled gravity was interpolated from observed gravity values. EY4105 EY4105; North East Units Scale Factor Converg. EY4105;SPC NC - 198,697.341 807,643.876 MT 0.99988364 +1 15 37.5 EY4105;SPC NC - 651,892.86 2,649,744.95 sFT 0.99988364 +1 15 37.5 EY4105;UTM 18 - 3,932,400.177 335,317.925 MT 0.99993421 -1 03 19.7 EY4105 EY4105! - Elev Factor x Scale Factor = Combined Factor EY4105!SPC NC - 1.00000505 x 0.99988364 = 0.99988869 EY4105!UTM 18 - 1.00000505 x 0.99993421 = 0.99993926 EY4105 EY4105 SUPERSEDED SURVEY CONTROL EY4105 EY4105 NAVD 88 (07/14/98) 4.81 (m) 15.8 (f) LEVELING 3 EY4105 EY4105.Superseded values are not recommended for survey control. EY4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4105.See file dsdata.txt to determine how the superseded data were derived. EY4105 EY4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3531832400(NAD 83) EY4105_MARKER: DE = TRAVERSE STATION DISK EY4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4105_SP_SET: CONCRETE POST EY4105_STAMPING: CERAMIC 1982 EY4105_MARK LOGO: NCGS EY4105_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4105+STABILITY: SURFACE MOTION EY4105 EY4105 HISTORY - Date Condition Report By EY4105 HISTORY - 1982 MONUMENTED NCGS EY4105 HISTORY - 19840601 GOOD NCGS EY4105 EY4105 STATION DESCRIPTION EY4105 EY4105'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4105'16.3 KM (10.1 MI) WSW FROM PANTEGO. EY4105'THE STATION IS LOCATED ABOUT 16.3 KM (10.1 MI) WEST-SOUTHWEST OF EY4105'PANTEGO AND 21.7 KM (13.5 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4105'7.2 KM (4.4 MI) WEST FROM YEATESVILLE, OR 0.3 KM (0.2 MI) WEST FROM EY4105'SR 1339, OPPOSITE A MOBILE HOME. THE STATION IS A STANDARD NCGS DISK EY4105'STAMPED---CERAMIC 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4105'MONUMENT 25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND. LOCATED 5.2 EY4105'METERS (16.9 FT) SOUTH OF THE CENTERLINE OF US 264, 15.7 METERS (51.4 EY4105'FT) SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 30.2 METERS EY4105'(99.0 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER--AND 20.8 METERS (68.1 EY4105'FT) NORTHEAST OF A 24-INCH OAK, 24.4 METERS (80.0 FT) NORTHWEST OF A EY4105'10-INCH OAK--BOTH WITH REFERENCE TAGS. EY4105 EY4105 STATION RECOVERY (1984) EY4105 EY4105'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4105'STATION IS LOCATED ABOUT 16.3 KM (10.10 MI) WEST-SOUTHWEST OF PANTEGO EY4105'AND 21.7 KM (13.50 MI) EAST OF WASHINGTON. ALONG US 264 FOR 7.2 KM EY4105'(4.45 MI) WEST FROM YEATESVILLE, OR 0.3 KM (0.20 MI) WEST FROM SR EY4105'1339, OPPOSITE A MOBILE HOME. MARK IS RECESSED 6 INCHES BELOW GROUND. EY4105'LOCATED 5.2 M (17.1 FT) SOUTH OF THE CENTERLINE OF US 264, 15.7 M EY4105'(51.5 FT) SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 30.2 M EY4105'(99.1 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER--AND 20.8 M (68.2 FT) EY4105'NORTHEAST OF A 24-INCH OAK, 24.4 M (80.1 FT) NORTHWEST OF A 10-INCH EY4105'OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2283 *********************************************************************** EY2283 DESIGNATION - CHALK EY2283 PID - EY2283 EY2283 STATE/COUNTY- NC/BEAUFORT EY2283 USGS QUAD - HACKNEY (1983) EY2283 EY2283 *CURRENT SURVEY CONTROL EY2283 ___________________________________________________________________ EY2283* NAD 83(1986)- 35 29 44.51004(N) 077 01 10.94159(W) ADJUSTED EY2283* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2283 ___________________________________________________________________ EY2283 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2283 GEOID HEIGHT- -36.73 (meters) GEOID03 EY2283 EY2283 HORZ ORDER - THIRD EY2283 EY2283.The North Carolina HARNS have been completed but, EY2283.due to contractual restrictions, coordinates for these stations EY2283.will NOT be published in the near future. In the interim, the EY2283.published coordinates in North Carolina will not be EY2283.consistent with the Continuously Operating Reference Stations EY2283.(CORS). The HARN coordinates for these stations are available EY2283.upon request. Contact Gary Thompson(919-733-3836). EY2283. EY2283.In addition, the published North Carolina positions EY2283.(NAD 83 (1986)) are NOT consistent with those determined in EY2283.adjacent state readjustments. The discontinuity between stations EY2283.located in North Carolina and those in adjacent states EY2283.which have been adjusted to the HARN may be as much as 5 EY2283.decimeters. This will result in a significant loss of accuracy EY2283.over lines crossing such state borders. EY2283 EY2283 EY2283.The horizontal coordinates were established by classical geodetic methods EY2283.and adjusted by the National Geodetic Survey in July 1986. EY2283 EY2283.The orthometric height was scaled from a topographic map. EY2283 EY2283.The Laplace correction was computed from DEFLEC99 derived deflections. EY2283 EY2283.The geoid height was determined by GEOID03. EY2283 EY2283; North East Units Scale Factor Converg. EY2283;SPC NC - 195,442.900 789,248.485 MT 0.99988162 +1 08 34.7 EY2283;SPC NC - 641,215.58 2,589,392.74 sFT 0.99988162 +1 08 34.7 EY2283;UTM 18 - 3,929,891.530 316,804.370 MT 1.00001359 -1 10 23.0 EY2283 EY2283! - Elev Factor x Scale Factor = Combined Factor EY2283!SPC NC - 1.00000566 x 0.99988162 = 0.99988728 EY2283!UTM 18 - 1.00000566 x 1.00001359 = 1.00001925 EY2283 EY2283: Primary Azimuth Mark Grid Az EY2283:SPC NC - LION 032 01 23.4 EY2283:UTM 18 - LION 034 20 21.1 EY2283 EY2283|---------------------------------------------------------------------| EY2283| PID Reference Object Distance Geod. Az | EY2283| dddmmss.s | EY2283| EY4489 FORK RM 11.285 METERS 02832 | EY2283| EY2129 LION APPROX. 1.8 KM 0330958.1 | EY2283| EY2288 FORK 28.227 METERS 08742 | EY2283| EY2286 FORK POINT LIGHT APPROX. 1.6 KM 1104752.2 | EY2283| EY4430 CHALK RM 1 16.005 METERS 17029 | EY2283| EY4431 CHALK RM 2 17.000 METERS 31632 | EY2283| EY2134 MC WILLIAMS POINT SHOAL LIGHT APPROX. 1.4 KM 3571602.4 | EY2283|---------------------------------------------------------------------| EY2283 EY2283 SUPERSEDED SURVEY CONTROL EY2283 EY2283 NAD 27 - 35 29 43.92300(N) 077 01 12.12100(W) AD( ) 3 EY2283 EY2283.Superseded values are not recommended for survey control. EY2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2283.See file dsdata.txt to determine how the superseded data were derived. EY2283 EY2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1680429892(NAD 83) EY2283_MARKER: DS = TRIANGULATION STATION DISK EY2283_SETTING: 0 = UNSPECIFIED SETTING EY2283 EY2283 HISTORY - Date Condition Report By EY2283 HISTORY - 1933 MONUMENTED CGS EY2283 HISTORY - 1935 GOOD CGS EY2283 HISTORY - 1949 POOR CGS EY2283 EY2283 STATION DESCRIPTION EY2283 EY2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2283'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON FORK POINT EY2283'ISLAND, IN THE MOUTH OF CHOCOWINITY BAY. THE STATION IS IN ABOUT EY2283'THE MIDDLE OF THE ISLAND IN A N-S DIRECTION, 50 METERS FROM THE EY2283'EASTERN POINT, IN SOFT GROUND. EY2283' EY2283'STATION IS A STANDARD BRONZE DISK SET IN THE TOP OF AN 8-INCH EY2283'CONCRETE MONUMENT, STAMPED CHALK 1933. EY2283' EY2283'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN TOP OF A MASS OF EY2283'CONCRETE, IN ABOUT THE CENTER LINE (N-S) OF THE ISLAND, AND IS EY2283'NEAR THE SE END. EY2283' EY2283'REFERENCE MARK NO.2 IS SIMILAR TO NO.1, AND IS W OF THE STATION, EY2283'ON THE N-S CENTER LINE OF THE ISLAND. THE OLD REFERENCE MARK EY2283'IS A STANDARD DISK SET IN CONCRETE AT TOP OF TILE, EY2283'AND IS N OF THE STATION, NEAR THE N SHORE. EY2283' EY2283'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS. EY2283 EY2283 STATION RECOVERY (1935) EY2283 EY2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2283'STATION RECOVERED AS DESCRIBED. EY2283' EY2283'THE FOLLOWING APPROXIMATE DISTANCES AND MAGNETIC BEARINGS WERE EY2283'TAKEN AT THE STATION. EY2283' EY2283'20.5 METERS, 247 DEG FROM HIGH-WATER LINE. EY2283' EY2283'24 METERS, 125 DEG FROM HIGH-WATER LINE. EY2283' EY2283'15.7 METERS, 38 DEG FROM HIGH-WATER LINE. EY2283 EY2283 STATION RECOVERY (1949) EY2283 EY2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2283'STATION WAS RECOVERED IN POOR CONDITION. THE MONUMENT WAS SMASHED EY2283'AND THE DISK REMOVED. THE REFERENCE MARKS WERE RECOVERED IN EY2283'GOOD CONDITION. EY2283' EY2283'THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION EY2283'FOLLOWS-- EY2283' EY2283'STATION IS LOCATED ON FORK POINT ISLAND, AT THE N ENTRANCE TO EY2283'CHOCOWINITY BAY. IT IS IN THE APPROXIMATE CENTER OF THE ISLAND EY2283'IN A N-S DIRECTION, 16 METERS S OF THE MEAN HIGH-WATER LINE IN EY2283'RANGE WITH MC WILLIAMS POINT LIGHT AND 22.7 METERS W OF THE MEAN EY2283'HIGH-WATER LINE IN RANGE WITH FORK POINT LIGHT, AND 2 INCHES EY2283'UNDERGROUND. EY2283' EY2283'REFERENCE MARK 1 IS S OF THE STATION, 15.3 METERS W OF THE EY2283'SHORELINE IN RANGE WITH FORK POINT LIGHT, AND 9.5 METERS N OF EY2283'THE MEAN HIGH-WATER LINE AT THE S SIDE OF THE ISLAND. IT IS A EY2283'BRONZE REFERENCE DISK, STAMPED CHALK NO 1 1933, SET IN THE TOP EY2283'OF A 6-INCH SQUARE CONCRETE MONUMENT, AND PROJECTING 4 INCHES EY2283'ABOVE GROUND. EY2283' EY2283'REFERENCE MARK 2 IS W OF THE STATION, NEAR THE N-S CENTER LINE EY2283'OF THE ISLAND, 13.0 METERS N OF THE MEAN HIGH-WATER LINE ON THE EY2283'S SIDE OF THE ISLAND, AND 12.5 METERS S OF THE MEAN HIGH-WATER EY2283'LINE IN RANGE WITH MC WILLIAMS POINT LIGHT. IT IS A BRONZE EY2283'REFERENCE DISK, STAMPED CHALK NO 2 1933, SET IN THE TOP OF A EY2283'6-INCH SQUARE CONCRETE MONUMENT, AND FLUSH WITH THE GROUND. EY2283' EY2283'THE OLD REFERENCE MARK FOR FORK, 1914 IS N OF THE STATION, AT EY2283'THE CREST OF THE SAND RIDGE ALONG THE SHORELINE, AND 2.0 METERS EY2283'S OF THE SHORELINE. IT IS A BRONZE REFERENCE DISK, UNSTAMPED, SET EY2283'IN CONCRETE, AND 1.0 FOOT UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4029 *********************************************************************** EY4029 DESIGNATION - CHAPEL EY4029 PID - EY4029 EY4029 STATE/COUNTY- NC/BEAUFORT EY4029 USGS QUAD - HOKE (1978) EY4029 EY4029 *CURRENT SURVEY CONTROL EY4029 ___________________________________________________________________ EY4029* NAD 83(1986)- 35 41 44.07116(N) 076 46 17.69991(W) ADJUSTED EY4029* NAVD 88 - 12.3 (meters) 40. (feet) VERT ANG EY4029 ___________________________________________________________________ EY4029 LAPLACE CORR- -2.62 (seconds) DEFLEC99 EY4029 GEOID HEIGHT- -36.79 (meters) GEOID03 EY4029 EY4029 HORZ ORDER - SECOND EY4029 EY4029.The North Carolina HARNS have been completed but, EY4029.due to contractual restrictions, coordinates for these stations EY4029.will NOT be published in the near future. In the interim, the EY4029.published coordinates in North Carolina will not be EY4029.consistent with the Continuously Operating Reference Stations EY4029.(CORS). The HARN coordinates for these stations are available EY4029.upon request. Contact Gary Thompson(919-733-3836). EY4029. EY4029.In addition, the published North Carolina positions EY4029.(NAD 83 (1986)) are NOT consistent with those determined in EY4029.adjacent state readjustments. The discontinuity between stations EY4029.located in North Carolina and those in adjacent states EY4029.which have been adjusted to the HARN may be as much as 5 EY4029.decimeters. This will result in a significant loss of accuracy EY4029.over lines crossing such state borders. EY4029 EY4029 EY4029.The horizontal coordinates were established by classical geodetic methods EY4029.and adjusted by the National Geodetic Survey in July 1986. EY4029 EY4029.The orthometric height was determined by vertical angle observations. EY4029 EY4029.The Laplace correction was computed from DEFLEC99 derived deflections. EY4029 EY4029.The geoid height was determined by GEOID03. EY4029 EY4029; North East Units Scale Factor Converg. EY4029;SPC NC - 218,088.825 811,256.249 MT 0.99990251 +1 17 10.2 EY4029;SPC NC - 715,513.09 2,661,596.54 sFT 0.99990251 +1 17 10.2 EY4029;UTM 18 - 3,951,630.324 339,711.791 MT 0.99991660 -1 02 02.0 EY4029 EY4029! - Elev Factor x Scale Factor = Combined Factor EY4029!SPC NC - 1.00000385 x 0.99990251 = 0.99990636 EY4029!UTM 18 - 1.00000385 x 0.99991660 = 0.99992045 EY4029 EY4029: Primary Azimuth Mark Grid Az EY4029:SPC NC - CHAPEL AZ MK 052 33 51.4 EY4029:UTM 18 - CHAPEL AZ MK 054 53 03.6 EY4029 EY4029|---------------------------------------------------------------------| EY4029| PID Reference Object Distance Geod. Az | EY4029| dddmmss.s | EY4029| EY5064 HAM 0425614.7 | EY4029| EY4859 CHAPEL AZ MK 402.281 METERS 0535101.6 | EY4029| EY4860 CHAPEL RM 1 60.864 METERS 18223 | EY4029| EY4861 CHAPEL RM 2 33.160 METERS 25249 | EY4029| EY4862 CHAPEL RM 3 33.161 METERS 25251 | EY4029|---------------------------------------------------------------------| EY4029 EY4029 SUPERSEDED SURVEY CONTROL EY4029 EY4029 NAD 27 - 35 41 43.48200(N) 076 46 18.91200(W) AD( ) 2 EY4029 NGVD 29 (12/10/90) 13.4 (m) 44. (f) VERT ANG EY4029 EY4029.Superseded values are not recommended for survey control. EY4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4029.See file dsdata.txt to determine how the superseded data were derived. EY4029 EY4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3971251630(NAD 83) EY4029_MARKER: DE = TRAVERSE STATION DISK EY4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4029_STAMPING: CHAPEL 1954 EY4029_MARK LOGO: CGS EY4029_MAGNETIC: N = NO MAGNETIC MATERIAL EY4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4029+STABILITY: SURFACE MOTION EY4029 EY4029 HISTORY - Date Condition Report By EY4029 HISTORY - 1954 MONUMENTED CGS EY4029 HISTORY - 1967 GOOD USE EY4029 HISTORY - 1978 GOOD NGS EY4029 HISTORY - 1978 GOOD NCGS EY4029 HISTORY - 19830101 GOOD NCGS EY4029 HISTORY - 1989 GOOD USPSQD EY4029 HISTORY - 19980205 GOOD NCGS EY4029 EY4029 STATION DESCRIPTION EY4029 EY4029'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4029'STATION IS LOCATED ABOUT 12 MILES SOUTH SOUTHWEST OF PLYMOUTH EY4029'AND 8 MILES NORTHEAST OF PINETOWN AT THE SITE OF THE ACRE EY4029'CHAPEL CHRISTIAN CHURCH. STATION IS 113 FEET NORTH-NORTHEAST EY4029'OF THE NORTHEAST CORNER OF CHURCH AND 22 FEET WEST OF THE EY4029'APPROXIMATE CENTER OF DIRT ROAD. THE MARK PROJECTS ABOUT 2 EY4029'INCHES AND THE DISK IS STAMPED CHAPEL 1954. EY4029' EY4029'REFERENCE MARK NO. 1 IS 85 FEET SOUTHEAST OF SOUTHEAST CORNER EY4029'OF CHURCH AND 22 FEET WEST OF THE APPROXIMATE CENTER OF DIRT EY4029'ROAD. THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS EY4029'STAMPED CHAPEL NO 1 1954. EY4029' EY4029'REFERENCE MARK NO. 2 IS 81 FEET NORTHWEST OF THE NORTHEAST EY4029'CORNER OF CHURCH. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK EY4029'IS STAMPED CHAPEL NO 2 1954. EY4029' EY4029'AZIMUTH MARK IS 37 FEET EAST OF THE CENTERLINE OF STATE EY4029'HIGHWAY 32, 9 FEET NORTH OF A SMALL CEDAR TREE AND 1 FOOT EY4029'SOUTHWEST OF WITNESS POST. THE MARK IS FLUSH WITH THE GROUND EY4029'AND THE DISK IS STAMPED CHAPEL 1954. EY4029' EY4029'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF EY4029'U.S. HIGHWAY 64 AND COUNTY ROUTE 32 IN THE SOUTHEAST EDGE OF EY4029'PLYMOUTH GO SOUTH ON STATE ROUTE 32 FOR 4.8 MILES TO JUNCTION EY4029'OF STATE ROUTE 99. CONTINUE SOUTHERLY ON STATE ROUTE 32 FOR EY4029'7.3 MILES TO AZIMUTH MARK ON LEFT OR EAST SIDE OF ROAD AS EY4029'DESCRIBED. CONTINUE SOUTH FOR 0.2 MILES TO A T ROAD RIGHT. EY4029'TURN RIGHT AND GO WEST FOR 0.1 MILE TO CHURCH. TURN RIGHT FOR EY4029'ABOUT 30 YARDS TO STATION ON LEFT AS DESCRIBED. EY4029' EY4029'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY4029 EY4029 STATION RECOVERY (1967) EY4029 EY4029'RECOVERY NOTE BY US ENGINEERS 1967 EY4029'THE STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK EY4029'STAMPED CHAPEL 1954 SET IN CONCRETE PROJECTING 2 IN ABOVE EY4029'THE GROUND. EY4029' EY4029'THE STATION IS LOCATED APPROXIMATELY 12 MILES SSW OF PLYMOUTH EY4029'AND 8 MILES NE OF PINETOWN AT THE SITE OF THE ACRE CHAPEL EY4029'CHRISTIAN CHURCH. THE STATION IS 113 FT NNE OF THE NE CORNER EY4029'OF THE CHURCH, AND 22 FT W OF THE CENTER OF DIRT ROAD. EY4029' EY4029'TO REACH FROM TRAFFIC LIGHT AT THE JUNCTION OF U.S. HIGHWAY EY4029'64 AND STATE ROUTE 32 AT THE SE EDGE OF PLYMOUTH, PROCEED EY4029'S ON STATE ROUTE 32 FOR 4.8 MILES TO JUNCTION WITH STATE EY4029'ROUTE 99. CONTINUE S ON STATE ROUTE 32 FOR 7.5 MILES TO A EY4029'T ROAD ON RIGHT. TURN RIGHT AND GO NW FOR APPROXIMATELY 93 EY4029'FT TO CHURCH. TURN RIGHT AND PROCEED ABOUT 150 FEET TO STATION EY4029'ON LEFT AS DESCRIBED. EY4029' EY4029'R.M. 1 IS 85 FT SE OF SE CORNER OF CHURCH AND 22 FT W OF EY4029'THE CENTER OF DIRT ROAD. EY4029' EY4029'R.M. 2 DESTROYED. EY4029' EY4029'AZ.MK. PROBABLY DESTROYED DUE TO WIDENING OF DIRT ROAD. EY4029 EY4029 STATION RECOVERY (1978) EY4029 EY4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) EY4029'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE EY4029'RECOVERED IN GOOD CONDITION. REFERENCE MARK 2 WAS RECOVERED WITH EY4029'THE DISK MISSING AND REFERENCE MARK 3 WAS ESTABLISHED. A SHORTER EY4029'DISTANCE OF 0.06 FEET WAS NOTED TO REFERENCE MARK 1. THE AZIMUTH EY4029'MARK IS NOT VISIBLE FROM THE STATION AND WOULD TAKE A 10 FOOT EY4029'STAND AT THE AZIMUTH MARK TO SEE. EY4029' EY4029'A COMPLETE NEW DESCRIPTION FOLLOWS-- EY4029' EY4029'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF PLYMOUTH, 8 MILES EY4029'NORTHEAST OF PINETOWN AND ON PROPERTY OF THE LONG ACRE CHAPEL EY4029'CHRISTIAN CHURCH. EY4029' EY4029'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 64 AND STATE EY4029'ROUTE 32 IN PLYMOUTH, GO SOUTHEAST ON STATE ROUTE 32 FOR 4.75 MILES TO EY4029'THE JUNCTION WITH STATE ROUTE 99, CONTINUE SOUTHEAST ON STATE ROUTE EY4029'32 FOR 7.4 MILES TO THE HOME OF MR. H.M. BOWEN ON THE LEFT AND THE EY4029'AZIMUTH MARK IN THE NORTHWEST CORNER OF HIS YARD. CONTINUE SOUTHWEST EY4029'ON STATE ROUTE 32 FOR 0.2 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT EY4029'AND GO WEST FOR 0.1 MILE TO THE CHURCH, TURN RIGHT FOR ABOUT 30 YARDS EY4029'TO THE STATION MARK AT THE WEST EDGE OF A PLOWED FIELD. EY4029' EY4029'THE STATION MARK IS A STANDARD DISK STAMPED---CHAPEL 1954---SET EY4029'IN THE TOP OF A 1-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE EY4029'GROUND. THE EY4029'MARK IS 121 FEET NORTH OF THE EXTENDED CENTERLINE OF THE DIRT ROAD TO EY4029'THE CHURCH, 112.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EY4029'CHURCH, 35.3 FEET SOUTHEAST OF A 26 INCH OAK TREE, 34.1 FEET EY4029'SOUTH OF A 12 INCH OAK TREE AND 3.5 FEET SOUTH OF A METAL WITNESS EY4029'POST. EY4029' EY4029'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CHAPEL NO 1 1954---SET EY4029'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 EY4029'INCHES. IT IS 84.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EY4029'CHURCH, 49.02 FEET NORTHEAST OF THE NORTHEAST CORNER OF HEADSTONE OF EY4029'JULIAN WALTON AND LAURA ELIZABETH ALLEN AND 16.5 FEET NORTH-NORTHEAST EY4029'OF A POWERLINE POLE WITH A TRANSFORMER. EY4029' EY4029'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---CHAPEL NO 3 1954 EY4029'1978---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT EY4029'PROJECTS 2 INCHES. IT IS 81 FEET NORTH-NORTHWEST OF THE NORTHWEST EY4029'CORNER OF THE CHURCH, 50.6 FEET NORTHEAST OF THE NORTHWEST CORNER EY4029'OF CHURCH WING, 48.7 FEET NORTH OF THE NORTHEAST CORNER OF CHURCH EY4029'WING, 28.3 FEET EAST-SOUTHEAST OF A LIGHT POLE AND 14.6 FEET EY4029'SOUTH-SOUTHWEST OF A 36 INCH PINE TREE. EY4029' EY4029'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---CHAPEL 1954---SET IN EY4029'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES. IT EY4029'IS 66.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 36.8 EY4029'FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 32, 26.8 FEET EY4029'NORTH OF AN OLD WELL PUMP, 17.8 FEET NORTHWEST OF A 10-INCH PINE TREE, EY4029'11.5 FEET SOUTHWEST OF THE CENTER OF A FIELD ROAD AND 8.3 FEET EY4029'NORTHEAST OF A 14-INCH CEDAR TREE. EY4029 EY4029 STATION RECOVERY (1978) EY4029 EY4029'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY4029'THE STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS EY4029'FOUND AS DESCRIBED. REFERENCE MARK 2 (DISK) WAS GONE AND WAS REPLACED EY4029'BY REFERENCE MARK 3. AZIMUTH MARK WAS FOUND WITH LINE TO STATION EY4029'BLOCKED. A NEW DESCRIPTION WAS WRITTEN BY H.D. MCKINNEY AT THIS TIME. EY4029'NCGS STATION---HAM 1978---BECAME UNUSABLE AS AN AZIMUTH MARK STATION EY4029'-- SEE MCKINNEY REPORT --. EY4029 EY4029 STATION RECOVERY (1983) EY4029 EY4029'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4029'RECOVERED WITH ALL MARKS IN GOOD CONDITION AS DESCRIBED IN THE 1978 EY4029'RECOVERY BY H.D. MCKINNEY. EY4029 EY4029 STATION RECOVERY (1989) EY4029 EY4029'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY4029'RECOVERED IN GOOD CONDITION. EY4029 EY4029 STATION RECOVERY (1998) EY4029 EY4029'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EY4029'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4859 *********************************************************************** EY4859 DESIGNATION - CHAPEL AZ MK EY4859 PID - EY4859 EY4859 STATE/COUNTY- NC/BEAUFORT EY4859 USGS QUAD - HOKE (1978) EY4859 EY4859 *CURRENT SURVEY CONTROL EY4859 ___________________________________________________________________ EY4859* NAD 83(1986)- 35 41 51.77053(N) 076 46 04.77927(W) ADJUSTED EY4859* NAVD 88 - 13.6 (meters) 45. (feet) VERT ANG EY4859 ___________________________________________________________________ EY4859 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY4859 GEOID HEIGHT- -36.80 (meters) GEOID03 EY4859 EY4859 HORZ ORDER - SECOND EY4859 EY4859.The North Carolina HARNS have been completed but, EY4859.due to contractual restrictions, coordinates for these stations EY4859.will NOT be published in the near future. In the interim, the EY4859.published coordinates in North Carolina will not be EY4859.consistent with the Continuously Operating Reference Stations EY4859.(CORS). The HARN coordinates for these stations are available EY4859.upon request. Contact Gary Thompson(919-733-3836). EY4859. EY4859.In addition, the published North Carolina positions EY4859.(NAD 83 (1986)) are NOT consistent with those determined in EY4859.adjacent state readjustments. The discontinuity between stations EY4859.located in North Carolina and those in adjacent states EY4859.which have been adjusted to the HARN may be as much as 5 EY4859.decimeters. This will result in a significant loss of accuracy EY4859.over lines crossing such state borders. EY4859 EY4859 EY4859.The horizontal coordinates were established by classical geodetic methods EY4859.and adjusted by the National Geodetic Survey in December 1990. EY4859.No horizontal observational check was made to the station. EY4859 EY4859.The orthometric height was determined by vertical angle observations. EY4859 EY4859.The Laplace correction was computed from DEFLEC99 derived deflections. EY4859 EY4859.The geoid height was determined by GEOID03. EY4859 EY4859; North East Units Scale Factor Converg. EY4859;SPC NC - 218,333.336 811,575.644 MT 0.99990280 +1 17 17.7 EY4859;SPC NC - 716,315.29 2,662,644.43 sFT 0.99990280 +1 17 17.7 EY4859;UTM 18 - 3,951,861.708 340,040.826 MT 0.99991531 -1 01 54.7 EY4859 EY4859! - Elev Factor x Scale Factor = Combined Factor EY4859!SPC NC - 1.00000364 x 0.99990280 = 0.99990644 EY4859!UTM 18 - 1.00000364 x 0.99991531 = 0.99991895 EY4859 EY4859 SUPERSEDED SURVEY CONTROL EY4859 EY4859 NGVD 29 (12/10/90) 14.0 (m) 46. (f) VERT ANG EY4859 EY4859.Superseded values are not recommended for survey control. EY4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4859.See file dsdata.txt to determine how the superseded data were derived. EY4859 EY4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4004151862(NAD 83) EY4859_MARKER: DZ = AZIMUTH MARK DISK EY4859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4859_STAMPING: CHAPEL 1954 EY4859_MARK LOGO: CGS EY4859_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4859+STABILITY: SURFACE MOTION EY4859 EY4859 HISTORY - Date Condition Report By EY4859 HISTORY - 1954 MONUMENTED CGS EY4859 HISTORY - 1954 SEE DESCRIPTION CGS EY4859 HISTORY - 1978 GOOD NCGS EY4859 HISTORY - 1985 GOOD USPSQD EY4859 HISTORY - 19980205 GOOD NCGS EY4859 EY4859 STATION DESCRIPTION EY4859 EY4859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY4859'THE STATION IS LOCATED APPROXIMATELY 8.3 MILES NORTHEAST OF PINETOWN EY4859'AND 11.7 MILES SOUTH OF PLYMOUTH. EY4859' EY4859'TO REACH THE STATION FROM THE JUNCTION OF NC 99 WITH NC 32, 5.0 MILES EY4859'SOUTH OF PLYMOUTH, PROCEED SOUTHERLY ALONG NC 32 FOR 7.2 MILES TO A EY4859'FARM ROAD (EAST-WEST) AND A STATION ON THE LEFT IN THE NORTHWEST EY4859'CORNER OF THE YARD OF H. BOWENS WHITE FRAME HOUSE AND 0.6 MILE EY4859'SOUTHWEST OF THE WASHINGTON-BEAUFORT COUNTY LINE. EY4859' EY4859'STATION MARK IS A STANDARD CGS DISK STAMPED---CHAPEL 1954---,SET IN EY4859'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH EY4859'THE GROUND SURFACE. THE MARK IS 36.8 FEET EAST-SOUTHEAST OF THE EY4859'CENTERLINE OF NC 32, 11.5 FEET SOUTHWEST OF THE CENTERLINE OF A FIELD EY4859'ROAD, 66.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BOWEN HOUSE, EY4859'26.8 FEET NORTH OF AN OLD WELL PUMP, 8.3 FEET NORTHEAST OF A 14 INCH EY4859'CEDAR WITH REFERENCE TAG AND 17.8 FEET NORTHWEST OF A 10 INCH PINE EY4859'WITH REFERENCE TAG. EY4859 EY4859 STATION RECOVERY (1985) EY4859 EY4859'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4859'RECOVERED IN GOOD CONDITION. EY4859 EY4859 STATION RECOVERY (1998) EY4859 EY4859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EY4859'RECOVERED AS DESCRIBED. MARK PROJECTS 2 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4860 *********************************************************************** EY4860 DESIGNATION - CHAPEL RM 1 EY4860 PID - EY4860 EY4860 STATE/COUNTY- NC/BEAUFORT EY4860 USGS QUAD - HOKE (1978) EY4860 EY4860 *CURRENT SURVEY CONTROL EY4860 ___________________________________________________________________ EY4860* NAD 83(1986)- 35 41 42.09808(N) 076 46 17.80064(W) ADJUSTED EY4860* NAVD 88 - 13. (meters) 43. (feet) SCALED EY4860 ___________________________________________________________________ EY4860 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY4860 GEOID HEIGHT- -36.79 (meters) GEOID03 EY4860 EY4860 HORZ ORDER - SECOND EY4860 EY4860.The North Carolina HARNS have been completed but, EY4860.due to contractual restrictions, coordinates for these stations EY4860.will NOT be published in the near future. In the interim, the EY4860.published coordinates in North Carolina will not be EY4860.consistent with the Continuously Operating Reference Stations EY4860.(CORS). The HARN coordinates for these stations are available EY4860.upon request. Contact Gary Thompson(919-733-3836). EY4860. EY4860.In addition, the published North Carolina positions EY4860.(NAD 83 (1986)) are NOT consistent with those determined in EY4860.adjacent state readjustments. The discontinuity between stations EY4860.located in North Carolina and those in adjacent states EY4860.which have been adjusted to the HARN may be as much as 5 EY4860.decimeters. This will result in a significant loss of accuracy EY4860.over lines crossing such state borders. EY4860 EY4860 EY4860.The horizontal coordinates were established by classical geodetic methods EY4860.and adjusted by the National Geodetic Survey in July 1998. EY4860 EY4860.The orthometric height was scaled from a topographic map. EY4860 EY4860.The Laplace correction was computed from DEFLEC99 derived deflections. EY4860 EY4860.The geoid height was determined by GEOID03. EY4860 EY4860; North East Units Scale Factor Converg. EY4860;SPC NC - 218,027.978 811,255.083 MT 0.99990244 +1 17 10.2 EY4860;SPC NC - 715,313.46 2,661,592.72 sFT 0.99990244 +1 17 10.2 EY4860;UTM 18 - 3,951,569.574 339,708.162 MT 0.99991662 -1 02 02.1 EY4860 EY4860! - Elev Factor x Scale Factor = Combined Factor EY4860!SPC NC - 1.00000372 x 0.99990244 = 0.99990616 EY4860!UTM 18 - 1.00000372 x 0.99991662 = 0.99992034 EY4860 EY4860 SUPERSEDED SURVEY CONTROL EY4860 EY4860.No superseded survey control is available for this station. EY4860 EY4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3970851570(NAD 83) EY4860_MARKER: DR = REFERENCE MARK DISK EY4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4860_STAMPING: CHAPEL NO 1 1954 EY4860_MARK LOGO: CGS EY4860_MAGNETIC: N = NO MAGNETIC MATERIAL EY4860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4860+STABILITY: SURFACE MOTION EY4860 EY4860 HISTORY - Date Condition Report By EY4860 HISTORY - 1954 MONUMENTED CGS EY4860 HISTORY - 19950104 GOOD NCGS EY4860 EY4860 STATION DESCRIPTION EY4860 EY4860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY4860'STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF PINETOWN. AT THE EY4860'ACRE CHAPEL CHRISTIAN CHURCH. MARK PROJECTS 3 INCHES. LOCATED 84.3 FT EY4860'(25.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 49.02 FT EY4860'(14.94 M) NORTHEAST OF THE NORTHEAST CORNER OF THE HEADSTONE OF JULIAN EY4860'WALTON AND ELIZABETH ALLEN, AND 16.9 FT (5.2 M) NORTH-NORTHWEST OF A EY4860'POWER POLE WITH A TRANSFORMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4862 *********************************************************************** EY4862 DESIGNATION - CHAPEL RM 3 EY4862 PID - EY4862 EY4862 STATE/COUNTY- NC/BEAUFORT EY4862 USGS QUAD - HOKE (1978) EY4862 EY4862 *CURRENT SURVEY CONTROL EY4862 ___________________________________________________________________ EY4862* NAD 83(1986)- 35 41 43.75385(N) 076 46 18.96023(W) ADJUSTED EY4862* NAVD 88 - 13. (meters) 43. (feet) SCALED EY4862 ___________________________________________________________________ EY4862 LAPLACE CORR- -2.62 (seconds) DEFLEC99 EY4862 GEOID HEIGHT- -36.79 (meters) GEOID03 EY4862 EY4862 HORZ ORDER - SECOND EY4862 EY4862.The North Carolina HARNS have been completed but, EY4862.due to contractual restrictions, coordinates for these stations EY4862.will NOT be published in the near future. In the interim, the EY4862.published coordinates in North Carolina will not be EY4862.consistent with the Continuously Operating Reference Stations EY4862.(CORS). The HARN coordinates for these stations are available EY4862.upon request. Contact Gary Thompson(919-733-3836). EY4862. EY4862.In addition, the published North Carolina positions EY4862.(NAD 83 (1986)) are NOT consistent with those determined in EY4862.adjacent state readjustments. The discontinuity between stations EY4862.located in North Carolina and those in adjacent states EY4862.which have been adjusted to the HARN may be as much as 5 EY4862.decimeters. This will result in a significant loss of accuracy EY4862.over lines crossing such state borders. EY4862 EY4862 EY4862.The horizontal coordinates were established by classical geodetic methods EY4862.and adjusted by the National Geodetic Survey in July 1998. EY4862 EY4862.The orthometric height was scaled from a topographic map. EY4862 EY4862.The Laplace correction was computed from DEFLEC99 derived deflections. EY4862 EY4862.The geoid height was determined by GEOID03. EY4862 EY4862; North East Units Scale Factor Converg. EY4862;SPC NC - 218,078.337 811,224.794 MT 0.99990250 +1 17 09.5 EY4862;SPC NC - 715,478.68 2,661,493.34 sFT 0.99990250 +1 17 09.5 EY4862;UTM 18 - 3,951,621.119 339,679.936 MT 0.99991673 -1 02 02.8 EY4862 EY4862! - Elev Factor x Scale Factor = Combined Factor EY4862!SPC NC - 1.00000372 x 0.99990250 = 0.99990622 EY4862!UTM 18 - 1.00000372 x 0.99991673 = 0.99992045 EY4862 EY4862 SUPERSEDED SURVEY CONTROL EY4862 EY4862.No superseded survey control is available for this station. EY4862 EY4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3968051621(NAD 83) EY4862_MARKER: DR = REFERENCE MARK DISK EY4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4862_STAMPING: CHAPLE NO 3 1954 1978 EY4862_MARK LOGO: CGS EY4862_MAGNETIC: N = NO MAGNETIC MATERIAL EY4862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4862+STABILITY: SURFACE MOTION EY4862 EY4862 HISTORY - Date Condition Report By EY4862 HISTORY - 1978 MONUMENTED NGS EY4862 HISTORY - 19950104 GOOD NCGS EY4862 EY4862 STATION DESCRIPTION EY4862 EY4862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY4862'STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF PINETOWN. AT THE EY4862'ACRE CHAPEL CHRISTIAN CHURCH. MARK PROJECTS 2 INCHES. LOCATED 81 FT EY4862'(24.7 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 50.6 EY4862'FT (15.4 M) NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH WING, 48.7 EY4862'FT (14.8 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH EY4862'WING, 28.7 FT (8.7 M) EAST-SOUTHEAST OF A LIGHT POLE, AND 16.0 FT (4.9 EY4862'M) SOUTH-SOUTHWEST OF A 36-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4224 *********************************************************************** EY4224 DESIGNATION - CHERRY RUN EY4224 PID - EY4224 EY4224 STATE/COUNTY- NC/BEAUFORT EY4224 USGS QUAD - WASHINGTON (1983) EY4224 EY4224 *CURRENT SURVEY CONTROL EY4224 ___________________________________________________________________ EY4224* NAD 83(1986)- 35 34 15.95634(N) 077 04 49.94906(W) ADJUSTED EY4224* NAVD 88 - 3.34 (+/-2cm) 11.0 (feet) VERTCON EY4224 ___________________________________________________________________ EY4224 LAPLACE CORR- -2.56 (seconds) DEFLEC99 EY4224 GEOID HEIGHT- -36.54 (meters) GEOID03 EY4224 EY4224 HORZ ORDER - SECOND EY4224 VERT ORDER - THIRD ? (See Below) EY4224 EY4224.The North Carolina HARNS have been completed but, EY4224.due to contractual restrictions, coordinates for these stations EY4224.will NOT be published in the near future. In the interim, the EY4224.published coordinates in North Carolina will not be EY4224.consistent with the Continuously Operating Reference Stations EY4224.(CORS). The HARN coordinates for these stations are available EY4224.upon request. Contact Gary Thompson(919-733-3836). EY4224. EY4224.In addition, the published North Carolina positions EY4224.(NAD 83 (1986)) are NOT consistent with those determined in EY4224.adjacent state readjustments. The discontinuity between stations EY4224.located in North Carolina and those in adjacent states EY4224.which have been adjusted to the HARN may be as much as 5 EY4224.decimeters. This will result in a significant loss of accuracy EY4224.over lines crossing such state borders. EY4224 EY4224 EY4224.The horizontal coordinates were established by classical geodetic methods EY4224.and adjusted by the National Geodetic Survey in October 1990. EY4224 EY4224.The NAVD 88 height was computed by applying the VERTCON shift value to EY4224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4224.The vertical order pertains to the NGVD 29 superseded value. EY4224 EY4224.The Laplace correction was computed from DEFLEC99 derived deflections. EY4224 EY4224.The geoid height was determined by GEOID03. EY4224 EY4224; North East Units Scale Factor Converg. EY4224;SPC NC - 203,697.823 783,568.618 MT 0.99988807 +1 06 28.3 EY4224;SPC NC - 668,298.61 2,570,758.04 sFT 0.99988807 +1 06 28.3 EY4224;UTM 18 - 3,938,370.549 311,462.162 MT 1.00003806 -1 12 38.3 EY4224 EY4224! - Elev Factor x Scale Factor = Combined Factor EY4224!SPC NC - 1.00000521 x 0.99988807 = 0.99989328 EY4224!UTM 18 - 1.00000521 x 1.00003806 = 1.00004327 EY4224 EY4224 SUPERSEDED SURVEY CONTROL EY4224 EY4224 NGVD 29 (10/26/90) 3.68 (m) 12.1 (f) LEVELING 3 EY4224 EY4224.Superseded values are not recommended for survey control. EY4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4224.See file dsdata.txt to determine how the superseded data were derived. EY4224 EY4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1146238371(NAD 83) EY4224_MARKER: DE = TRAVERSE STATION DISK EY4224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4224_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4224_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4224+STABILITY: SURFACE MOTION EY4224 EY4224 HISTORY - Date Condition Report By EY4224 HISTORY - 1979 MONUMENTED NCGS EY4224 HISTORY - 19910504 MARK NOT FOUND USPSQD EY4224 HISTORY - 20040625 MARK NOT FOUND USPSQD EY4224 EY4224 STATION DESCRIPTION EY4224 EY4224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4224'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTHWEST OF EY4224'WASHINGTON. EY4224' EY4224'TO REACH STATION FROM INTERSECTION OF US 264 WITH US 17 IN WASHINGTON, EY4224'PROCEED NORTHWEST ALONG US 264 FOR 2.0 MILES TO STATION ON THE RIGHT EY4224'AT THE NORTH SIDE OF CHERRY RUN CREEK. EY4224' EY4224'STATION MARK IS A STANDARD DISK STAMPED---CHERRY RUN 1979---SET IN EY4224'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND EY4224'SURFACE. THE MARK IS 7.5 FEET NORTHEAST OF EAST CURB OF US 264, 27.3 EY4224'FEET NORTH OF CENTER OF METAL DRAINAGE COVER, 29.9 FEET NORTHWEST OF EY4224'POWER POLE WITH REFERENCE TAG AND 89.5 FEET NORTHWEST OF NORTH END OF EY4224'EAST BRIDGE RAIL. EY4224 EY4224 STATION RECOVERY (1991) EY4224 EY4224'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4224'MARK NOT FOUND. EY4224 EY4224 STATION RECOVERY (2004) EY4224 EY4224'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4224'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4225 *********************************************************************** EY4225 DESIGNATION - CHEVY EY4225 PID - EY4225 EY4225 STATE/COUNTY- NC/BEAUFORT EY4225 USGS QUAD - WASHINGTON (1983) EY4225 EY4225 *CURRENT SURVEY CONTROL EY4225 ___________________________________________________________________ EY4225* NAD 83(1986)- 35 34 54.86356(N) 077 05 30.26649(W) ADJUSTED EY4225* NAVD 88 - 4.65 (+/-2cm) 15.3 (feet) VERTCON EY4225 ___________________________________________________________________ EY4225 LAPLACE CORR- -2.76 (seconds) DEFLEC99 EY4225 GEOID HEIGHT- -36.50 (meters) GEOID03 EY4225 EY4225 HORZ ORDER - SECOND EY4225 VERT ORDER - THIRD ? (See Below) EY4225 EY4225.The North Carolina HARNS have been completed but, EY4225.due to contractual restrictions, coordinates for these stations EY4225.will NOT be published in the near future. In the interim, the EY4225.published coordinates in North Carolina will not be EY4225.consistent with the Continuously Operating Reference Stations EY4225.(CORS). The HARN coordinates for these stations are available EY4225.upon request. Contact Gary Thompson(919-733-3836). EY4225. EY4225.In addition, the published North Carolina positions EY4225.(NAD 83 (1986)) are NOT consistent with those determined in EY4225.adjacent state readjustments. The discontinuity between stations EY4225.located in North Carolina and those in adjacent states EY4225.which have been adjusted to the HARN may be as much as 5 EY4225.decimeters. This will result in a significant loss of accuracy EY4225.over lines crossing such state borders. EY4225 EY4225 EY4225.The horizontal coordinates were established by classical geodetic methods EY4225.and adjusted by the National Geodetic Survey in October 1990. EY4225 EY4225.The NAVD 88 height was computed by applying the VERTCON shift value to EY4225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4225.The vertical order pertains to the NGVD 29 superseded value. EY4225 EY4225.The Laplace correction was computed from DEFLEC99 derived deflections. EY4225 EY4225.The geoid height was determined by GEOID03. EY4225 EY4225; North East Units Scale Factor Converg. EY4225;SPC NC - 204,877.010 782,530.666 MT 0.99988914 +1 06 05.0 EY4225;SPC NC - 672,167.32 2,567,352.69 sFT 0.99988914 +1 06 05.0 EY4225;UTM 18 - 3,939,590.949 310,472.616 MT 1.00004267 -1 13 02.9 EY4225 EY4225! - Elev Factor x Scale Factor = Combined Factor EY4225!SPC NC - 1.00000500 x 0.99988914 = 0.99989414 EY4225!UTM 18 - 1.00000500 x 1.00004267 = 1.00004767 EY4225 EY4225 SUPERSEDED SURVEY CONTROL EY4225 EY4225 NGVD 29 (10/26/90) 4.99 (m) 16.4 (f) LEVELING 3 EY4225 EY4225.Superseded values are not recommended for survey control. EY4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4225.See file dsdata.txt to determine how the superseded data were derived. EY4225 EY4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1047339591(NAD 83) EY4225_MARKER: DE = TRAVERSE STATION DISK EY4225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4225_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4225_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4225+STABILITY: SURFACE MOTION EY4225 EY4225 HISTORY - Date Condition Report By EY4225 HISTORY - 1979 MONUMENTED NCGS EY4225 HISTORY - 19910504 MARK NOT FOUND USPSQD EY4225 HISTORY - 20040625 MARK NOT FOUND USPSQD EY4225 EY4225 STATION DESCRIPTION EY4225 EY4225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4225'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES NORTHWEST OF EY4225'WASHINGTON. EY4225' EY4225'TO REACH STATION FROM INTERSECTION OF US 264 WITH US 17 IN WASHINGTON EY4225'PROCEED NORTHWEST ALONG US 264 FOR 2.95 MILES TO BRUCE STREET AND EY4225'STATION ON THE RIGHT ACROSS HIGHWAY FROM LEE CHEVROLET INC. EY4225' EY4225'STATION MARK IS A STANDARD DISK STAMPED---CHEVY 1979---SET IN TOP EY4225'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4225'THE MARK IS 2.8 FEET NORTHEAST OF NORTHEAST CURB OF US 264, 7.5 FEET EY4225'EAST OF CENTER OF METAL DRAINAGE COVER, 42.2 FEET NORTHWEST OF CENTER EY4225'LINE OF BRUCE STREET, 18.8 FEET WEST-NORTHWEST OF POWER POLE 22 WITH EY4225'REFERENCE TAG, 90.5 FEET SOUTH-SOUTHEAST OF POWER POLE 22-1/2 WITH EY4225'REFERENCE TAG AND 78.1 FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF BRICK EY4225'HOUSE. EY4225 EY4225 STATION RECOVERY (1991) EY4225 EY4225'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4225'MARK NOT FOUND. EY4225 EY4225 STATION RECOVERY (2004) EY4225 EY4225'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4225'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2105 *********************************************************************** EY2105 DESIGNATION - CHOCO EY2105 PID - EY2105 EY2105 STATE/COUNTY- NC/BEAUFORT EY2105 USGS QUAD - WASHINGTON (1983) EY2105 EY2105 *CURRENT SURVEY CONTROL EY2105 ___________________________________________________________________ EY2105* NAD 83(1986)- 35 30 35.98284(N) 077 03 46.20557(W) ADJUSTED EY2105* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2105 ___________________________________________________________________ EY2105 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY2105 GEOID HEIGHT- -36.67 (meters) GEOID03 EY2105 EY2105 HORZ ORDER - THIRD EY2105 EY2105.The North Carolina HARNS have been completed but, EY2105.due to contractual restrictions, coordinates for these stations EY2105.will NOT be published in the near future. In the interim, the EY2105.published coordinates in North Carolina will not be EY2105.consistent with the Continuously Operating Reference Stations EY2105.(CORS). The HARN coordinates for these stations are available EY2105.upon request. Contact Gary Thompson(919-733-3836). EY2105. EY2105.In addition, the published North Carolina positions EY2105.(NAD 83 (1986)) are NOT consistent with those determined in EY2105.adjacent state readjustments. The discontinuity between stations EY2105.located in North Carolina and those in adjacent states EY2105.which have been adjusted to the HARN may be as much as 5 EY2105.decimeters. This will result in a significant loss of accuracy EY2105.over lines crossing such state borders. EY2105 EY2105 EY2105.The horizontal coordinates were established by classical geodetic methods EY2105.and adjusted by the National Geodetic Survey in July 1986. EY2105 EY2105.The orthometric height was scaled from a topographic map. EY2105 EY2105.The Laplace correction was computed from DEFLEC99 derived deflections. EY2105 EY2105.The geoid height was determined by GEOID03. EY2105 EY2105; North East Units Scale Factor Converg. EY2105;SPC NC - 196,951.572 785,305.493 MT 0.99988271 +1 07 05.1 EY2105;SPC NC - 646,165.28 2,576,456.44 sFT 0.99988271 +1 07 05.1 EY2105;UTM 18 - 3,931,558.563 312,925.031 MT 1.00003129 -1 11 54.7 EY2105 EY2105! - Elev Factor x Scale Factor = Combined Factor EY2105!SPC NC - 1.00000565 x 0.99988271 = 0.99988836 EY2105!UTM 18 - 1.00000565 x 1.00003129 = 1.00003694 EY2105 EY2105: Primary Azimuth Mark Grid Az EY2105:SPC NC - ENDING 258 45 08.6 EY2105:UTM 18 - ENDING 261 04 08.4 EY2105 EY2105|---------------------------------------------------------------------| EY2105| PID Reference Object Distance Geod. Az | EY2105| dddmmss.s | EY2105| EY2187 WINITY 481.710 METERS 0053836.3 | EY2105| EY4432 CHOCO RM 21.640 METERS 20139 | EY2105| EY2111 ENDING APPROX. 0.8 KM 2595213.7 | EY2105|---------------------------------------------------------------------| EY2105 EY2105 SUPERSEDED SURVEY CONTROL EY2105 EY2105 NAD 27 - 35 30 35.40100(N) 077 03 47.37400(W) AD( ) 3 EY2105 EY2105.Superseded values are not recommended for survey control. EY2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2105.See file dsdata.txt to determine how the superseded data were derived. EY2105 EY2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1292531559(NAD 83) EY2105_MARKER: DS = TRIANGULATION STATION DISK EY2105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2105_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2105 EY2105 HISTORY - Date Condition Report By EY2105 HISTORY - 1935 MONUMENTED CGS EY2105 HISTORY - 1949 GOOD CGS EY2105 EY2105 STATION DESCRIPTION EY2105 EY2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2105'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY NEAR THE CENTER EY2105'OF THE SMALL PENINSULA OF THE MARSH ISLAND BETWEEN CHOCOWINITY EY2105'CREEK AND CHOCOWINITY BAY, ABOUT 350 YARDS WESTERLY FROM THE N EY2105'POINT AT THE ENTRANCE TO THE CREEK, 75.5 METERS 192 DEG MAGNETIC EY2105'FROM THE N BANK OF CHOCOWINITY CREEK AND 77.5 METERS, 23 DEG EY2105'MAGNETIC FROM A SMALL BIGHT IN THE S SHORE OF THE BAY. EY2105' EY2105'STATION IS MARKED BY A STANDARD DISK, SET IN THE CEMENT FILLING EY2105'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2105'POST DRIVEN INTO THE MARSH. MARK PROJECTS 9 INCHES. EY2105' EY2105'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET IN AN EY2105'8- BY 30-INCH TILE PROJECTING 7 INCHES. EY2105' EY2105'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS. EY2105 EY2105 STATION RECOVERY (1949) EY2105 EY2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2105'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY2105'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A EY2105'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY2105'ADEQUATE EXCEPT ADD-- EY2105' EY2105'STATION IS 244 FEET SW OF THE MOUTH OF A SMALL MARSH CREEK ON EY2105'THE N SHORE OF THE LARGE MARSH ISLAND. THE MARSH CREEK IS AT EY2105'THE HEAD OF THE FIRST SIZABLE BIGHT WITH DRAIN W OF THE POINT EY2105'OF THE PENINSULA FORMING THE END OF THE ISLAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9538 *********************************************************************** AE9538 DESIGNATION - CHOCOWINITY MUNICIPAL TANK AE9538 PID - AE9538 AE9538 STATE/COUNTY- NC/BEAUFORT AE9538 USGS QUAD - WASHINGTON (1983) AE9538 AE9538 *CURRENT SURVEY CONTROL AE9538 ___________________________________________________________________ AE9538* NAD 83(1986)- 35 30 39.45331(N) 077 05 34.03039(W) ADJUSTED AE9538* NAVD 88 - AE9538 ___________________________________________________________________ AE9538 LAPLACE CORR- -2.36 (seconds) DEFLEC99 AE9538 GEOID HEIGHT- -36.63 (meters) GEOID03 AE9538 AE9538 HORZ ORDER - THIRD AE9538 AE9538.The North Carolina HARNS have been completed but, AE9538.due to contractual restrictions, coordinates for these stations AE9538.will NOT be published in the near future. In the interim, the AE9538.published coordinates in North Carolina will not be AE9538.consistent with the Continuously Operating Reference Stations AE9538.(CORS). The HARN coordinates for these stations are available AE9538.upon request. Contact Gary Thompson(919-733-3836). AE9538. AE9538.In addition, the published North Carolina positions AE9538.(NAD 83 (1986)) are NOT consistent with those determined in AE9538.adjacent state readjustments. The discontinuity between stations AE9538.located in North Carolina and those in adjacent states AE9538.which have been adjusted to the HARN may be as much as 5 AE9538.decimeters. This will result in a significant loss of accuracy AE9538.over lines crossing such state borders. AE9538 AE9538 AE9538.The horizontal coordinates were established by classical geodetic methods AE9538.and adjusted by the National Geodetic Survey in April 1998. AE9538 AE9538 AE9538.The Laplace correction was computed from DEFLEC99 derived deflections. AE9538 AE9538.The geoid height was determined by GEOID03. AE9538 AE9538; North East Units Scale Factor Converg. AE9538;SPC NC - 197,005.895 782,587.137 MT 0.99988279 +1 06 02.8 AE9538;SPC NC - 646,343.51 2,567,537.97 sFT 0.99988279 +1 06 02.8 AE9538;UTM 18 - 3,931,722.751 310,210.672 MT 1.00004390 -1 12 57.5 AE9538 AE9538 SUPERSEDED SURVEY CONTROL AE9538 AE9538.No superseded survey control is available for this station. AE9538 AE9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1021131723(NAD 83) AE9538_MARKER: 53 = ELEVATED TANK AE9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9538+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004 AE9538 AE9538 HISTORY - Date Condition Report By AE9538 HISTORY - UNK FIRST OBSERVED AE9538 HISTORY - 19870713 GOOD NCGS AE9538 HISTORY - 20030220 GOOD USPSQD AE9538 HISTORY - 20040625 GOOD USPSQD AE9538 AE9538 STATION DESCRIPTION AE9538 AE9538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS) AE9538'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF CHOCOWINITY. NEAR THE AE9538'INTERSECTION OF BURGAW LANE AND EDGEWOOD DRIVE. STATION IS THE CENTER AE9538'OF THE CAP ON THE TOP OF THE ELEVATED TANK SUPPORTED BY 4 LEGS AND AE9538'PAINTED WHITE. AE9538 AE9538 STATION RECOVERY (2003) AE9538 AE9538'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AE9538'RECOVERED IN GOOD CONDITION. AE9538 AE9538 STATION RECOVERY (2004) AE9538 AE9538'RECOVERY NOTE BY US POWER SQUADRON 2004 AE9538'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1547 *********************************************************************** EY1547 DESIGNATION - CHOCOWINITY RESET EY1547 PID - EY1547 EY1547 STATE/COUNTY- NC/BEAUFORT EY1547 USGS QUAD - WILMAR (1983) EY1547 EY1547 *CURRENT SURVEY CONTROL EY1547 ___________________________________________________________________ EY1547* NAD 83(1986)- 35 25 46.98659(N) 077 07 40.15430(W) ADJUSTED EY1547* NAVD 88 - 19.529 (meters) 64.07 (feet) ADJUSTED EY1547 ___________________________________________________________________ EY1547 LAPLACE CORR- -2.14 (seconds) DEFLEC99 EY1547 GEOID HEIGHT- -36.66 (meters) GEOID03 EY1547 DYNAMIC HT - 19.511 (meters) 64.01 (feet) COMP EY1547 MODELED GRAV- 979,750.2 (mgal) NAVD 88 EY1547 EY1547 HORZ ORDER - FIRST EY1547 VERT ORDER - FIRST CLASS II EY1547 EY1547.The North Carolina HARNS have been completed but, EY1547.due to contractual restrictions, coordinates for these stations EY1547.will NOT be published in the near future. In the interim, the EY1547.published coordinates in North Carolina will not be EY1547.consistent with the Continuously Operating Reference Stations EY1547.(CORS). The HARN coordinates for these stations are available EY1547.upon request. Contact Gary Thompson(919-733-3836). EY1547. EY1547.In addition, the published North Carolina positions EY1547.(NAD 83 (1986)) are NOT consistent with those determined in EY1547.adjacent state readjustments. The discontinuity between stations EY1547.located in North Carolina and those in adjacent states EY1547.which have been adjusted to the HARN may be as much as 5 EY1547.decimeters. This will result in a significant loss of accuracy EY1547.over lines crossing such state borders. EY1547 EY1547 EY1547.The horizontal coordinates were established by classical geodetic methods EY1547.and adjusted by the National Geodetic Survey in July 1986. EY1547 EY1547.The orthometric height was determined by differential leveling EY1547.and adjusted by the National Geodetic Survey in June 1991. EY1547 EY1547.The Laplace correction was computed from DEFLEC99 derived deflections. EY1547 EY1547.The geoid height was determined by GEOID03. EY1547 EY1547.The dynamic height is computed by dividing the NAVD 88 EY1547.geopotential number by the normal gravity value computed on the EY1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1547.degrees latitude (g = 980.6199 gals.). EY1547 EY1547.The modeled gravity was interpolated from observed gravity values. EY1547 EY1547; North East Units Scale Factor Converg. EY1547;SPC NC - 187,934.492 779,579.826 MT 0.99987740 +1 04 50.0 EY1547;SPC NC - 616,581.75 2,557,671.48 sFT 0.99987740 +1 04 50.0 EY1547;UTM 18 - 3,922,778.726 306,838.715 MT 1.00005982 -1 14 02.0 EY1547 EY1547! - Elev Factor x Scale Factor = Combined Factor EY1547!SPC NC - 1.00000269 x 0.99987740 = 0.99988009 EY1547!UTM 18 - 1.00000269 x 1.00005982 = 1.00006251 EY1547 EY1547: Primary Azimuth Mark Grid Az EY1547:SPC NC - CHOCOWINITY RM 2 RESET 305 02 16.3 EY1547:UTM 18 - CHOCOWINITY RM 2 RESET 307 21 08.3 EY1547 EY1547|---------------------------------------------------------------------| EY1547| PID Reference Object Distance Geod. Az | EY1547| dddmmss.s | EY1547| EY2166 WASHINGTON BRICK STACK APPROX.14.9 KM 0201027.9 | EY1547| EY2172 WASHINGTON MUNICIPAL TANK APPROX.14.3 KM 0253959.3 | EY1547| EY2181 WATER TANK APPROX.14.1 KM 0402631.0 | EY1547| EY0629 CHOCOWINITY RM 1 57.480 METERS 23612 | EY1547| EY4434 CHOCOWINITY RM 2 AZIMUTH 3055459.0 | EY1547| EY2025 CHOCOWINITY RM 2 RESET 3060706.3 | EY1547| EY0630 CHOCOWINITY 2 45.412 METERS 32524 | EY1547| EY0627 CHOCOWINITY RM 3 61.660 METERS 35138 | EY1547|---------------------------------------------------------------------| EY1547 EY1547 SUPERSEDED SURVEY CONTROL EY1547 EY1547 NGVD 29 (04/21/98) 19.86 (m) 65.2 (f) LEVELING 3 EY1547 EY1547.Superseded values are not recommended for survey control. EY1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1547.See file dsdata.txt to determine how the superseded data were derived. EY1547 EY1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0683922779(NAD 83) EY1547_MARKER: DS = TRIANGULATION STATION DISK EY1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1547_SP_SET: CONCRETE POST EY1547_STAMPING: CHOCOWINITY 1931 EY1547_MARK LOGO: CGS EY1547_PROJECTION: PROJECTING 15 CENTIMETERS EY1547_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EY1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1547+STABILITY: SURFACE MOTION EY1547 EY1547 HISTORY - Date Condition Report By EY1547 HISTORY - 1966 MONUMENTED CGS EY1547 HISTORY - 1966 SEE DESCRIPTION CGS EY1547 HISTORY - 1967 GOOD USE EY1547 HISTORY - 1970 GOOD NGS EY1547 HISTORY - 1979 GOOD NCGS EY1547 HISTORY - 1979 GOOD NCGS EY1547 HISTORY - 1983 GOOD NCGS EY1547 HISTORY - 19960730 GOOD NCGS EY1547 EY1547 STATION DESCRIPTION EY1547 EY1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (NCS) EY1547'UNDERGROUND MARK RECOVERED AT THE STATION AND A NEW SURFACE MARK WAS EY1547'SET. A STANDARD DISK STAMPED CHOCOWINITY 1931 SET IN A EY1547'SQUARE CONCRETE MONUMENT THAT IS FLUSH. IT IS 1 FOOT NORTH OF THE EY1547'NORTH WALL OF HOUSE OF J. WIGGNS, 148 FEET SOUTHEAST OF THE CENTER EY1547'OF THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 120, 79 EY1547'FEET EAST OF THE CENTER OF U.S. 17, 11.2 FEET EAST OF THE EY1547'NORTHWEST CORNER OF THE HOUSE. EY1547' EY1547'R.M. 1 RECOVERED IN GOOD CONDITION, STAMPED CHOCOWINITY EL 66.565 NO EY1547'1 1931, IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 16 EY1547'INCHES, 51.2 EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 31 FEET EY1547'WEST OF THE CENTER OF U.S. 17, AND 15.4 FEET NORTH OF A POWER EY1547'POLE. EY1547' EY1547'RM 2 (AZIMUTH MARK) IS ON THE NORTH SIDE OF STATE HWY. 102, 30 FEET EY1547'NORTH OF THE CENTER OF THE HIGHWAY, 25 FEET SOUTH OF POWER POLE NO. EY1547'7, 4 FEET NORTH OF EDGE OF DITCH, ACROSS THE ROAD (NORTH) OF THE MOST EY1547'EASTERN OF TWO TOBACCO BARNS. EY1547' EY1547'RM 3 IS DESTROYED, 2 FEET NORTHWEST OF PRESENT EDGE OF PAVEMENT AT EY1547'INTERSECTION. EY1547' EY1547'CHOCOWINITY 2 WAS SET 149.06 FEET WEST OF THE STATION. SEE EY1547'DESCRIPTION. EY1547 EY1547 STATION RECOVERY (1967) EY1547 EY1547'RECOVERY NOTE BY US ENGINEERS 1967 EY1547'STATION IS THE CENTER OF A USC AND GS BRONZE DISK STAMPED CHOCOWINITY EY1547'1931 SET IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND. EY1547' EY1547'STATION IS LOCATED AT INTERSECTION OF HIGHWAYS 17 AND 102. IT IS 79 EY1547'FT. SE OF CENTERLINE OF HIGHWAY 17, AND 1 FT. FROM SIDE OF HOUSE. EY1547' EY1547'TO REACH FROM WASHINGTON, N.C. GO S. 3.0 MILES ON U.S. 17 FROM EY1547'DRAWBRIDGE OVER PAMILICO RIVER TO VILLAGE OF CHOCOWINITY AND EY1547'JUNCTION OF U.S. 17, AND N.C. RT. 91. CONTINUE S. 6.0 MILES TO EY1547'HIGHWAY 102 AND STATION SITE. EY1547' EY1547'R.M. 1 IS BY TELEPHONE POLE, 30 FT. NW OF CENTERLINE OF HIGHWAY 17. EY1547' EY1547'R.M. 2 BELIEVED DESTROYED BY NEW HIGHWAY. EY1547' EY1547'R.M. 3 BELIEVED DESTROYED BY NEW HIGHWAY. EY1547 EY1547 STATION RECOVERY (1970) EY1547 EY1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EY1547'STATION WAS RECOVERED AS DESCRIBED BY N.C. SAMPSON IN 1966 AND ALL EY1547'MARKS WERE FOUND TO BE IN GOOD CONDITION. A SHORTER DISTANCE WAS EY1547'FOUND IN THE TRAVERSE MEASUREMENT TO CHOCOWINITY 2 1966. SOME EY1547'CLEARING WAS NECESSARY TO MAKE REFERENCE MARK NO. 2, AZIMUTH MARK, EY1547'VISIBLE FROM THE STATION. THE LINE OF SIGHT TO REFERENCE MARK NO. 1 EY1547'IS OBSTRUCTED BY THE HOUSE WHICH IS ABOUT 1 FOOT FROM THE STATION EY1547'MARK. DESCRIPTION IS ADEQUATE FOR RECOVERY. EY1547 EY1547 STATION RECOVERY (1979) EY1547 EY1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1547'5.9 MI SSW FROM CHOCOWINITY. EY1547'AT THE JUNCTION OF U.S. 17 AND N.C. 102 SOUTH OF CHOCOWINITY ON EY1547'SOUTHEAST SIDE OF INTERSECTION, AT NORTH SIDE OF A ONE STORY GREEN EY1547'SHINGLE HOUSE, 75.7 FEET EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY, EY1547'11.1 FEET EAST OF NORTHWEST CORNER OF HOUSE, 13.0 FEET WEST OF EY1547'NORTHEAST CORNER OF HOUSE AND 1.0 FEET NORTH OF NORTH SIDE OF EY1547'HOUSE. NOTE--THE ORIGINAL 1931 SURFACE MARK WAS DESTROYED. A EY1547'NEW MARK, STAMPED CHOCOWINITY 1931, WAS SET IN 1966. EY1547'THE MARK IS ABOVE LEVEL WITH GROUND. EY1547 EY1547 STATION RECOVERY (1979) EY1547 EY1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1547'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.ALSO SEE EY1547'RECOVERY OF CHOCOWINITY 2 OF THIS DATE. EY1547 EY1547 STATION RECOVERY (1983) EY1547 EY1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EY1547'RECOVERED IN GOOD CONDITION. EY1547 EY1547 STATION RECOVERY (1996) EY1547 EY1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY1547'RECOVERED AS DESCRIBED. THE ADDRESS IS 9603 US 17-SOUTH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3485 *********************************************************************** EY3485 DESIGNATION - CLARK EY3485 PID - EY3485 EY3485 STATE/COUNTY- NC/BEAUFORT EY3485 USGS QUAD - LOWLAND (1993) EY3485 EY3485 *CURRENT SURVEY CONTROL EY3485 ___________________________________________________________________ EY3485* NAD 83(1986)- 35 19 26.55828(N) 076 37 19.88563(W) ADJUSTED EY3485* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3485 ___________________________________________________________________ EY3485 LAPLACE CORR- -0.87 (seconds) DEFLEC99 EY3485 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3485 EY3485 HORZ ORDER - SECOND EY3485 EY3485.The North Carolina HARNS have been completed but, EY3485.due to contractual restrictions, coordinates for these stations EY3485.will NOT be published in the near future. In the interim, the EY3485.published coordinates in North Carolina will not be EY3485.consistent with the Continuously Operating Reference Stations EY3485.(CORS). The HARN coordinates for these stations are available EY3485.upon request. Contact Gary Thompson(919-733-3836). EY3485. EY3485.In addition, the published North Carolina positions EY3485.(NAD 83 (1986)) are NOT consistent with those determined in EY3485.adjacent state readjustments. The discontinuity between stations EY3485.located in North Carolina and those in adjacent states EY3485.which have been adjusted to the HARN may be as much as 5 EY3485.decimeters. This will result in a significant loss of accuracy EY3485.over lines crossing such state borders. EY3485 EY3485 EY3485.The horizontal coordinates were established by classical geodetic methods EY3485.and adjusted by the National Geodetic Survey in July 1986. EY3485 EY3485.The orthometric height was scaled from a topographic map. EY3485 EY3485.The Laplace correction was computed from DEFLEC99 derived deflections. EY3485 EY3485.The geoid height was determined by GEOID03. EY3485 EY3485; North East Units Scale Factor Converg. EY3485;SPC NC - 177,197.673 825,759.844 MT 0.99987338 +1 22 20.6 EY3485;SPC NC - 581,356.03 2,709,180.42 sFT 0.99987338 +1 22 20.6 EY3485;UTM 18 - 3,910,186.348 352,551.789 MT 0.99986793 -0 56 17.2 EY3485 EY3485! - Elev Factor x Scale Factor = Combined Factor EY3485!SPC NC - 1.00000575 x 0.99987338 = 0.99987913 EY3485!UTM 18 - 1.00000575 x 0.99986793 = 0.99987368 EY3485 EY3485: Primary Azimuth Mark Grid Az EY3485:SPC NC - SNODE 224 01 09.5 EY3485:UTM 18 - SNODE 226 19 47.3 EY3485 EY3485|---------------------------------------------------------------------| EY3485| PID Reference Object Distance Geod. Az | EY3485| dddmmss.s | EY3485| EY4866 CLARK RM 1 27.167 METERS 22434 | EY3485| EY3537 SNODE APPROX. 3.7 KM 2252330.1 | EY3485| EY4867 CLARK RM 2 29.691 METERS 30533 | EY3485|---------------------------------------------------------------------| EY3485 EY3485 SUPERSEDED SURVEY CONTROL EY3485 EY3485 NAD 27 - 35 19 25.95100(N) 076 37 21.14300(W) AD( ) 2 EY3485 EY3485.Superseded values are not recommended for survey control. EY3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3485.See file dsdata.txt to determine how the superseded data were derived. EY3485 EY3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5255210186(NAD 83) EY3485_MARKER: DS = TRIANGULATION STATION DISK EY3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3485 EY3485 HISTORY - Date Condition Report By EY3485 HISTORY - 1935 MONUMENTED CGS EY3485 HISTORY - 1948 GOOD CGS EY3485 EY3485 STATION DESCRIPTION EY3485 EY3485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3485'STATION IS ON THE POINT FORMED BY THE INTERSECTION OF LOWER EY3485'SPRING CREEK WITH GOOSE CREEK. IT IS APPROXIMATELY 200 METERS EY3485'S OF LOWER SPRING CREEK AND 20 METERS W OF GOOSE CREEK. IT IS EY3485'18.7 METERS N OF THE NW CORNER OF A WHITE HOUSE, THE NASHVILLE EY3485'CLUBHOUSE, AND APPROXIMATELY 50 METERS S OF A YELLOW HOUSE, EY3485'MR. JOHNSONS HOUSE. EY3485' EY3485'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE EY3485'DISKS SET IN CONCRETE. EY3485' EY3485'REFERENCE MARK NO. 1 IS SW IN EDGE OF FIELD. REFERENCE MARK EY3485'NO. 2 IS N 3 METERS FROM EDGE OF WATER. EY3485' EY3485'TO REACH FROM WASHINGTON FOLLOW U.S. HIGHWAY 17 S 3 MILES TO EY3485'CHOCOWINITY AND TURN LEFT ON ROUTE 33 AND FOLLOW TO AURORA. PROCEED EY3485'E ACROSS SOUTH CREEK BRIDGE AND SET 0.0 MILE AT THE BRIDGE, AT 0.2 EY3485'MILE TAKE THE LEFT, AT 5.0 MILES KEEP STRAIGHT AT SIGN GOOSE EY3485'CREEK 5 MILES, AT 7.2 MILES REACH JOHNSONS STORE AND TURN RIGHT, EY3485'AT 8.2 MILES KEEP STRAIGHT AT T-ROAD, AT 9.4 MILES KEEP STRAIGHT EY3485'AT OLD STOREHOUSE AND POTTERS MAIL BOX, AT 9.5 MILES FOLLOW EY3485'FIELD ROAD, TURNING LEFT AT OLD TWO-STORY HOUSE, AND AT 9.7 EY3485'MILES REACH SHORE AND STATION. EY3485' EY3485'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. EY3485 EY3485 STATION RECOVERY (1948) EY3485 EY3485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3485'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD EY3485'CONDITION. REFERENCE MARK 2 WAS RECOVERED IN POOR EY3485'CONDITION. DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A EY3485'STEEL TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION EY3485'IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3485' EY3485'THE STATION IS ON CLARK POINT, AT THE INTERSECTION OF LOWER EY3485'SPRING CREEK WITH GOOSE CREEK. IT IS APPROXIMATELY 200 METERS EY3485'S OF LOWER SPRING CREEK AND 10.0 METERS W OF GOOSE CREEK. IT IS EY3485'18.7 METERS N OF THE NW CORNER FOUNDATION OF THE BRICK FOUNDATIONS EY3485'OF THE DISMANTLED NASHVILLE CLUB HOUSE. 175 FEET S OF A WHITE EY3485'HOUSE, MR. MESSICKS HOUSE, AND 154 FEET SE OF A LONE CEDAR TREE. EY3485' EY3485'STATION MARK IS A BRONZE STATION DISK, STAMPED CLARK 1935, AND EY3485'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY3485'5 INCHES ABOVE THE GROUND. EY3485' EY3485'REFERENCE MARK 1 IS SW OF THE STATION, IN THE WOODS AT THE EDGE EY3485'OF A FIELD. THE MARK IS A REFERENCE DISK, STAMPED CLARK 1935 NO EY3485'1, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY3485'6 INCHES ABOVE THE GROUND. EY3485' EY3485'REFERENCE MARK 2 IS N OF THE STATION, ON MEAN HIGH-WATER LINE OF EY3485'A SANDY BEACH. IT IS A BRONZE REFERENCE DISK, STAMPED CLARK 1935, EY3485'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY3485'2 FEET ABOVE THE GROUND. THE MONUMENT PROBABLY WILL BE DESTROYED EY3485'BY EROSION. EY3485' EY3485'TO REACH FROM WASHINGTON, N.C., FOLLOW U.S. HIGHWAY 17 S 3.0 EY3485'MILES TO CHOCOWINITY, AND THEN LEFT ON STATE HIGHWAY 33, AND EY3485'FOLLOW TO AURORA. PROCEED E ACROSS THE SOUTH CREEK STEEL TRUSS EY3485'BRIDGE AND SET SPEEDOMETER 0.0 MILE AT THE BRIDGE, AT 0.2 MILE EY3485'TAKE THE LEFT, AT 5.0 MILES KEEP STRAIGHT AT SIGN GOOSE CREEK 5 EY3485'MILES, AT 7.2 MILES REACH JOHNSONS STORE AND TURN RIGHT, AT 8.2 EY3485'MILES KEEP STRAIGHT AT T-ROAD, AT 9.4 MILES KEEP STRAIGHT AT EY3485'LEARYS OLD STOREHOUSE AND POTTERS MAIL BOX, AT 9.5 MILES FOLLOW EY3485'FIELD ROAD TO CAUSEWAY, TURN LEFT AT TWO-STORY HOUSE, AND 9.7 EY3485'MILES REACH SHORE AND STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2106 *********************************************************************** EY2106 DESIGNATION - COAST EY2106 PID - EY2106 EY2106 STATE/COUNTY- NC/BEAUFORT EY2106 USGS QUAD - WASHINGTON (1983) EY2106 EY2106 *CURRENT SURVEY CONTROL EY2106 ___________________________________________________________________ EY2106* NAD 83(1986)- 35 32 37.51401(N) 077 04 18.92684(W) ADJUSTED EY2106* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2106 ___________________________________________________________________ EY2106 LAPLACE CORR- -2.29 (seconds) DEFLEC99 EY2106 GEOID HEIGHT- -36.60 (meters) GEOID03 EY2106 EY2106 HORZ ORDER - THIRD EY2106 EY2106.The North Carolina HARNS have been completed but, EY2106.due to contractual restrictions, coordinates for these stations EY2106.will NOT be published in the near future. In the interim, the EY2106.published coordinates in North Carolina will not be EY2106.consistent with the Continuously Operating Reference Stations EY2106.(CORS). The HARN coordinates for these stations are available EY2106.upon request. Contact Gary Thompson(919-733-3836). EY2106. EY2106.In addition, the published North Carolina positions EY2106.(NAD 83 (1986)) are NOT consistent with those determined in EY2106.adjacent state readjustments. The discontinuity between stations EY2106.located in North Carolina and those in adjacent states EY2106.which have been adjusted to the HARN may be as much as 5 EY2106.decimeters. This will result in a significant loss of accuracy EY2106.over lines crossing such state borders. EY2106 EY2106 EY2106.The horizontal coordinates were established by classical geodetic methods EY2106.and adjusted by the National Geodetic Survey in July 1986. EY2106 EY2106.The orthometric height was scaled from a topographic map. EY2106 EY2106.The Laplace correction was computed from DEFLEC99 derived deflections. EY2106 EY2106.The geoid height was determined by GEOID03. EY2106 EY2106; North East Units Scale Factor Converg. EY2106;SPC NC - 200,679.913 784,408.452 MT 0.99988553 +1 06 46.2 EY2106;SPC NC - 658,397.35 2,573,513.40 sFT 0.99988553 +1 06 46.2 EY2106;UTM 18 - 3,935,320.684 312,179.351 MT 1.00003473 -1 12 17.3 EY2106 EY2106! - Elev Factor x Scale Factor = Combined Factor EY2106!SPC NC - 1.00000580 x 0.99988553 = 0.99989133 EY2106!UTM 18 - 1.00000580 x 1.00003473 = 1.00004053 EY2106 EY2106: Primary Azimuth Mark Grid Az EY2106:SPC NC - PRONG 314 19 00.8 EY2106:UTM 18 - PRONG 316 38 04.3 EY2106 EY2106|---------------------------------------------------------------------| EY2106| PID Reference Object Distance Geod. Az | EY2106| dddmmss.s | EY2106| EY2166 WASHINGTON BRICK STACK APPROX. 1.3 KM 0023437.0 | EY2106| EY2165 WASHINGTON ACLRR BRIDGE CEN LT 245.549 METERS 03011 | EY2106| EY2095 ATLANTIC APPROX. 0.5 KM 0345728.7 | EY2106| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 1.2 KM 0761933.8 | EY2106| EY2171 WASHINGTON HWY BRIDGE CUPOLA APPROX. 0.9 KM 0925509.2 | EY2106| EY4436 COAST RM 16.090 METERS 20637 | EY2106| EY2148 PRONG APPROX. 0.7 KM 3152547.0 | EY2106|---------------------------------------------------------------------| EY2106 EY2106 SUPERSEDED SURVEY CONTROL EY2106 EY2106 NAD 27 - 35 32 36.93500(N) 077 04 20.10000(W) AD( ) 3 EY2106 EY2106.Superseded values are not recommended for survey control. EY2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2106.See file dsdata.txt to determine how the superseded data were derived. EY2106 EY2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1217935321(NAD 83) EY2106_MARKER: DS = TRIANGULATION STATION DISK EY2106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2106_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2106 EY2106 HISTORY - Date Condition Report By EY2106 HISTORY - 1935 MONUMENTED CGS EY2106 HISTORY - 1949 GOOD CGS EY2106 EY2106 STATION DESCRIPTION EY2106 EY2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2106'STATION IS ON THE S SHORE OF PAMLICO RIVER AT WASHINGTON, NORTH EY2106'CAROLINA. STATION IS LOCATED AT THE SOUTHERN END OF THE ATLANTIC EY2106'COAST LINE RAILROAD BRIDGE IN MARSHY GROUND, 20 FEET E OF THE EY2106'CENTER LINE OF THE BRIDGE, AND 31 FEET NE OF A RAILROAD SPIKE IN EY2106'THE S ABUTMENT OF THE BRIDGE. THIS SPIKE IS ON THE CENTER LINE EY2106'OF THE RAILROAD, ABOUT 18 INCHES BELOW THE TOP OF THE RAIL. EY2106' EY2106'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2106'IN THE TOPS OF TILES. EY2106' EY2106'STATION MARK PROJECTS 10 INCHES, AND IS OUT OF WATER ABOUT 4 EY2106'INCHES AT MEAN RIVER LEVEL. EY2106 EY2106 STATION RECOVERY (1949) EY2106 EY2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2106'STATION RECOVERED IN FAIR CONDITION IN ABOUT 1 FOOT OF WATER, EY2106'PROJECTING 1 FOOT ABOVE WATER AND SLIGHTLY LOOSE. THE REFERENCE EY2106'MARK WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION EY2106'IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2106' EY2106'STATION IS ON THE S SHORE OF THE PAMLICO RIVER, AT WASHINGTON, EY2106'AT THE S END OF THE ATLANTIC COAST LINE RAILROAD BRIDGE, 20.0 EY2106'FEET E OF THE CENTER OF THE TRACK, 30.5 FEET NE OF THE CENTER EY2106'OF THE BRIDGE ABUTMENT, AND 1.0 FOOT OUTSIDE OF THE APPARENT EY2106'SHORELINE. EY2106' EY2106'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE EY2106'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND. IT EY2106'IS STAMPED COAST 1935. EY2106' EY2106'REFERENCE MARK IS S OF THE STATION, 27.0 FEET E OF THE CENTER EY2106'OF THE TRACK, 15.9 FEET W OF A BLAZED 8-INCH GUM TREE, AND 4.0 EY2106'FEET N OF A TELEPHONE POLE. IT IS A BRONZE REFERENCE DISK, SET EY2106'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED EY2106'IN THE GROUND, AND PROJECTING 1 INCH ABOVE GROUND. THE DISK IS EY2106'STAMPED COAST NO 1 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9110 *********************************************************************** AF9110 DESIGNATION - COLLEGE AF9110 PID - AF9110 AF9110 STATE/COUNTY- NC/BEAUFORT AF9110 USGS QUAD - BUNYAN (1974) AF9110 AF9110 *CURRENT SURVEY CONTROL AF9110 ___________________________________________________________________ AF9110* NAD 83(1986)- 35 31 57.10980(N) 076 58 01.71007(W) ADJUSTED AF9110* NAVD 88 - 8.4 (meters) 28. (feet) VERT ANG AF9110 ___________________________________________________________________ AF9110 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AF9110 GEOID HEIGHT- -36.75 (meters) GEOID03 AF9110 AF9110 HORZ ORDER - SECOND AF9110 AF9110.The North Carolina HARNS have been completed but, AF9110.due to contractual restrictions, coordinates for these stations AF9110.will NOT be published in the near future. In the interim, the AF9110.published coordinates in North Carolina will not be AF9110.consistent with the Continuously Operating Reference Stations AF9110.(CORS). The HARN coordinates for these stations are available AF9110.upon request. Contact Gary Thompson(919-733-3836). AF9110. AF9110.In addition, the published North Carolina positions AF9110.(NAD 83 (1986)) are NOT consistent with those determined in AF9110.adjacent state readjustments. The discontinuity between stations AF9110.located in North Carolina and those in adjacent states AF9110.which have been adjusted to the HARN may be as much as 5 AF9110.decimeters. This will result in a significant loss of accuracy AF9110.over lines crossing such state borders. AF9110 AF9110 AF9110.The horizontal coordinates were established by classical geodetic methods AF9110.and adjusted by the National Geodetic Survey in July 1998. AF9110 AF9110.The orthometric height was determined by vertical angle observations. AF9110 AF9110.The Laplace correction was computed from DEFLEC99 derived deflections. AF9110 AF9110.The geoid height was determined by GEOID03. AF9110 AF9110; North East Units Scale Factor Converg. AF9110;SPC NC - 199,624.604 793,932.658 MT 0.99988456 +1 10 23.9 AF9110;SPC NC - 654,935.05 2,604,760.73 sFT 0.99988456 +1 10 23.9 AF9110;UTM 18 - 3,933,880.967 321,654.313 MT 0.99999198 -1 08 36.7 AF9110 AF9110! - Elev Factor x Scale Factor = Combined Factor AF9110!SPC NC - 1.00000444 x 0.99988456 = 0.99988900 AF9110!UTM 18 - 1.00000444 x 0.99999198 = 0.99999642 AF9110 AF9110 SUPERSEDED SURVEY CONTROL AF9110 AF9110.No superseded survey control is available for this station. AF9110 AF9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2165433881(NAD 83) AF9110_MARKER: DE = TRAVERSE STATION DISK AF9110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9110_STAMPING: COLLEGE 1982 AF9110_MARK LOGO: NCGS AF9110_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9110+STABILITY: SURFACE MOTION AF9110 AF9110 HISTORY - Date Condition Report By AF9110 HISTORY - 1982 MONUMENTED NCGS AF9110 AF9110 STATION DESCRIPTION AF9110 AF9110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9110'STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST-SOUTHEAST OF WASHINGTON AF9110'AND 28.7 KM (17.85 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 8.8 AF9110'KM (5.45 MI) EAST FROM US 17 (IN WASHINGTON), OR 1.7 KM (1.05 MI) WEST AF9110'FROM NC 32, ON THE GROUNDS OF BEAUFORT COUNTY COMMUNITY COLLEGE, AT AF9110'THE WEST ENTRANCE TO THE CAMPUS. MARK IS RECESSED 1 INCH BELOW GROUND. AF9110'LOCATED 20.9 M (68.6 FT) NORTHEAST OF THE CENTERLINE OF US 264, 8.4 M AF9110'(27.6 FT) NORTHEAST OF THE NORTH END OF A CULVERT UNDER US 264, 14.1 M AF9110'(46.3 FT) SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER A DIRT DRIVE, AF9110'10.5 M (34.4 FT) SOUTHEAST OF THE CENTERLINE OF THE WEST COLLEGE AF9110'ACCESS DRIVE, 21.9 M (71.9 FT) SOUTHEAST OF A 30-INCH PINE WITH A AF9110'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3801 *********************************************************************** EY3801 DESIGNATION - CONNIE EY3801 PID - EY3801 EY3801 STATE/COUNTY- NC/BEAUFORT EY3801 USGS QUAD - AURORA (1993) EY3801 EY3801 *CURRENT SURVEY CONTROL EY3801 ___________________________________________________________________ EY3801* NAD 83(1986)- 35 18 08.00665(N) 076 48 24.93493(W) ADJUSTED EY3801* NAVD 88 - 2.292 (meters) 7.52 (feet) ADJUSTED EY3801 ___________________________________________________________________ EY3801 LAPLACE CORR- -1.65 (seconds) DEFLEC99 EY3801 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3801 DYNAMIC HT - 2.290 (meters) 7.51 (feet) COMP EY3801 MODELED GRAV- 979,741.2 (mgal) NAVD 88 EY3801 EY3801 HORZ ORDER - SECOND EY3801 VERT ORDER - SECOND CLASS II EY3801 EY3801.The North Carolina HARNS have been completed but, EY3801.due to contractual restrictions, coordinates for these stations EY3801.will NOT be published in the near future. In the interim, the EY3801.published coordinates in North Carolina will not be EY3801.consistent with the Continuously Operating Reference Stations EY3801.(CORS). The HARN coordinates for these stations are available EY3801.upon request. Contact Gary Thompson(919-733-3836). EY3801. EY3801.In addition, the published North Carolina positions EY3801.(NAD 83 (1986)) are NOT consistent with those determined in EY3801.adjacent state readjustments. The discontinuity between stations EY3801.located in North Carolina and those in adjacent states EY3801.which have been adjusted to the HARN may be as much as 5 EY3801.decimeters. This will result in a significant loss of accuracy EY3801.over lines crossing such state borders. EY3801 EY3801 EY3801.The horizontal coordinates were established by classical geodetic methods EY3801.and adjusted by the National Geodetic Survey in April 1998. EY3801 EY3801.The orthometric height was determined by differential leveling EY3801.and adjusted by the National Geodetic Survey in June 1998. EY3801 EY3801.The Laplace correction was computed from DEFLEC99 derived deflections. EY3801 EY3801.The geoid height was determined by GEOID03. EY3801 EY3801.The dynamic height is computed by dividing the NAVD 88 EY3801.geopotential number by the normal gravity value computed on the EY3801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3801.degrees latitude (g = 980.6199 gals.). EY3801 EY3801.The modeled gravity was interpolated from observed gravity values. EY3801 EY3801; North East Units Scale Factor Converg. EY3801;SPC NC - 174,391.098 809,022.444 MT 0.99987298 +1 15 56.8 EY3801;SPC NC - 572,148.13 2,654,267.80 sFT 0.99987298 +1 15 56.8 EY3801;UTM 18 - 3,908,056.729 335,714.408 MT 0.99993262 -1 02 40.0 EY3801 EY3801! - Elev Factor x Scale Factor = Combined Factor EY3801!SPC NC - 1.00000548 x 0.99987298 = 0.99987846 EY3801!UTM 18 - 1.00000548 x 0.99993262 = 0.99993810 EY3801 EY3801: Primary Azimuth Mark Grid Az EY3801:SPC NC - ASBY 271 53 50.5 EY3801:UTM 18 - ASBY 274 12 27.3 EY3801 EY3801|---------------------------------------------------------------------| EY3801| PID Reference Object Distance Geod. Az | EY3801| dddmmss.s | EY3801| EY3790 ASBY APPROX. 1.1 KM 2730947.3 | EY3801|---------------------------------------------------------------------| EY3801 EY3801 SUPERSEDED SURVEY CONTROL EY3801 EY3801 NAD 83(1986)- 35 18 08.01577(N) 076 48 24.92753(W) AD( ) 2 EY3801 NAD 27 - 35 18 07.38877(N) 076 48 26.18966(W) AD( ) 2 EY3801 NGVD 29 (04/29/98) 2.64 (m) 8.7 (f) LEVELING 3 EY3801 EY3801.Superseded values are not recommended for survey control. EY3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3801.See file dsdata.txt to determine how the superseded data were derived. EY3801 EY3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3571408057(NAD 83) EY3801_MARKER: DE = TRAVERSE STATION DISK EY3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3801_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3801_STAMPING: CONNIE 1966 EY3801_MARK LOGO: NCGS EY3801_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3801+STABILITY: SURFACE MOTION EY3801 EY3801 HISTORY - Date Condition Report By EY3801 HISTORY - 1966 MONUMENTED NCGS EY3801 HISTORY - 19830103 GOOD NCGS EY3801 EY3801 STATION DESCRIPTION EY3801 EY3801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3801'CONNIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3801'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3801' EY3801'CONNIE IS 1.1 MILES W OF AURORA. LOCATED 1.05 MILES W ALONG EY3801'NC 33 FROM SR 1925 AT ROWES STORE. AT E END OF Y INTERSECTION EY3801'OF NC 33 AND OLD NC 33 (SR 1965) AND ON N SHOULDER OF NC 33. EY3801' EY3801'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3801'CONNIE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3801'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3801' EY3801'MARK IS EY3801' EY3801'7.3 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3801' EY3801'8.2 FT E OF YELLOW ARROW PAINTED ON SR 1965 EY3801' EY3801'41.4 FT SW OF TP 663 WITH ALUMINUM REF. TAG EY3801' EY3801'106.7 FT SW OF BRACE POLE WITH ALUMINUM REF. TAG EY3801' EY3801'47.4 FT E OF REFLECTOR POST WITH ALUMINUM REF. TAG ON SR 1965 EY3801' EY3801'41.4 FT NE OF REFLECTOR POST WITH ALUMINUM REF. TAG ON NC 33 EY3801' EY3801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3801 EY3801 STATION RECOVERY (1983) EY3801 EY3801'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3801'RECOVERED IN GOOD CONDITION. STATION IN THE WEST CORNER OF A TRIANGLE EY3801'SHAPED TRAFFIC ISLAND AT THE INTERSECTION OF NC 33 WITH SR 1965 AND SR EY3801'1938, 1.7 M (5.6 FT) NORTH OF THE NORTH EDGE OF THE HIGHWAY, 2.3 M EY3801'(7.5 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF SR 1965 PAVEMENT--AND EY3801'11.1 M (36.4 FT) WEST-SOUTHWEST OF A TELEPHONE POLE, 32.5 M (106.6 FT) EY3801'SOUTHWEST OF A BRACE POLE--BOTH WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5932 *********************************************************************** AE5932 DESIGNATION - CORAL AE5932 PID - AE5932 AE5932 STATE/COUNTY- NC/BEAUFORT AE5932 USGS QUAD - LOWLAND (1993) AE5932 AE5932 *CURRENT SURVEY CONTROL AE5932 ___________________________________________________________________ AE5932* NAD 83(1986)- 35 16 05.87212(N) 076 37 08.82840(W) ADJUSTED AE5932* NAVD 88 - 1.961 (meters) 6.43 (feet) ADJUSTED AE5932 ___________________________________________________________________ AE5932 LAPLACE CORR- -0.71 (seconds) DEFLEC99 AE5932 GEOID HEIGHT- -37.33 (meters) GEOID03 AE5932 DYNAMIC HT - 1.959 (meters) 6.43 (feet) COMP AE5932 MODELED GRAV- 979,759.8 (mgal) NAVD 88 AE5932 AE5932 HORZ ORDER - SECOND AE5932 VERT ORDER - SECOND CLASS II AE5932 AE5932.The North Carolina HARNS have been completed but, AE5932.due to contractual restrictions, coordinates for these stations AE5932.will NOT be published in the near future. In the interim, the AE5932.published coordinates in North Carolina will not be AE5932.consistent with the Continuously Operating Reference Stations AE5932.(CORS). The HARN coordinates for these stations are available AE5932.upon request. Contact Gary Thompson(919-733-3836). AE5932. AE5932.In addition, the published North Carolina positions AE5932.(NAD 83 (1986)) are NOT consistent with those determined in AE5932.adjacent state readjustments. The discontinuity between stations AE5932.located in North Carolina and those in adjacent states AE5932.which have been adjusted to the HARN may be as much as 5 AE5932.decimeters. This will result in a significant loss of accuracy AE5932.over lines crossing such state borders. AE5932 AE5932 AE5932.The horizontal coordinates were established by classical geodetic methods AE5932.and adjusted by the National Geodetic Survey in April 1998. AE5932 AE5932.The orthometric height was determined by differential leveling AE5932.and adjusted by the National Geodetic Survey in June 1998. AE5932 AE5932.The Laplace correction was computed from DEFLEC99 derived deflections. AE5932 AE5932.The geoid height was determined by GEOID03. AE5932 AE5932.The dynamic height is computed by dividing the NAVD 88 AE5932.geopotential number by the normal gravity value computed on the AE5932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5932.degrees latitude (g = 980.6199 gals.). AE5932 AE5932.The modeled gravity was interpolated from observed gravity values. AE5932 AE5932; North East Units Scale Factor Converg. AE5932;SPC NC - 171,022.116 826,187.308 MT 0.99987263 +1 22 27.0 AE5932;SPC NC - 561,095.06 2,710,582.86 sFT 0.99987263 +1 22 27.0 AE5932;UTM 18 - 3,903,998.614 352,730.006 MT 0.99986729 -0 56 06.2 AE5932 AE5932! - Elev Factor x Scale Factor = Combined Factor AE5932!SPC NC - 1.00000555 x 0.99987263 = 0.99987818 AE5932!UTM 18 - 1.00000555 x 0.99986729 = 0.99987284 AE5932 AE5932 SUPERSEDED SURVEY CONTROL AE5932 AE5932 NGVD 29 (04/29/98) 2.31 (m) 7.6 (f) LEVELING 3 AE5932 AE5932.Superseded values are not recommended for survey control. AE5932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5932.See file dsdata.txt to determine how the superseded data were derived. AE5932 AE5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5273003999(NAD 83) AE5932_MARKER: DH = HORIZONTAL CONTROL DISK AE5932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5932_STAMPING: CORAL 1983 AE5932_MARK LOGO: NCGS AE5932_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5932+STABILITY: SURFACE MOTION AE5932 AE5932 HISTORY - Date Condition Report By AE5932 HISTORY - 1983 MONUMENTED NCGS AE5932 AE5932 STATION DESCRIPTION AE5932 AE5932'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5932'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) WEST-NORTHWEST OF HOBUCKEN, AE5932'AND 15.8 KM (9.80 MI) EAST-SOUTHEAST OF AURORA. ALONG NC 33 FOR 1.2 KM AE5932'(0.75 MI) EAST OF THE SMITHS CREEK BRIDGE, OR 3.7 KM (2.30 MI) AE5932'NORTHWEST OF NC 304, AND 0.2 KM (0.10 MI) WEST OF THE COUNTY LINE AE5932'MARKER. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 4.3 M (14.1 AE5932'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY--AND 7.8 M (25.6 AE5932'FT) SOUTH-SOUTHEAST OF A BRACE POLE, 14.3 M (46.9 FT) NORTHEAST OF A AE5932'POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3766 *********************************************************************** EY3766 DESIGNATION - CORE EY3766 PID - EY3766 EY3766 STATE/COUNTY- NC/BEAUFORT EY3766 USGS QUAD - BATH (1993) EY3766 EY3766 *CURRENT SURVEY CONTROL EY3766 ___________________________________________________________________ EY3766* NAD 83(1986)- 35 25 26.57615(N) 076 50 40.25558(W) ADJUSTED EY3766* NAVD 88 - 0.3 (meters) 1. (feet) VERTCON EY3766 ___________________________________________________________________ EY3766 LAPLACE CORR- -2.60 (seconds) DEFLEC99 EY3766 GEOID HEIGHT- -37.06 (meters) GEOID03 EY3766 EY3766 HORZ ORDER - SECOND EY3766 EY3766.The North Carolina HARNS have been completed but, EY3766.due to contractual restrictions, coordinates for these stations EY3766.will NOT be published in the near future. In the interim, the EY3766.published coordinates in North Carolina will not be EY3766.consistent with the Continuously Operating Reference Stations EY3766.(CORS). The HARN coordinates for these stations are available EY3766.upon request. Contact Gary Thompson(919-733-3836). EY3766. EY3766.In addition, the published North Carolina positions EY3766.(NAD 83 (1986)) are NOT consistent with those determined in EY3766.adjacent state readjustments. The discontinuity between stations EY3766.located in North Carolina and those in adjacent states EY3766.which have been adjusted to the HARN may be as much as 5 EY3766.decimeters. This will result in a significant loss of accuracy EY3766.over lines crossing such state borders. EY3766 EY3766 EY3766.The horizontal coordinates were established by classical geodetic methods EY3766.and adjusted by the National Geodetic Survey in July 1986. EY3766 EY3766.The NAVD 88 height was computed by applying the VERTCON shift value to EY3766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3766 EY3766.The Laplace correction was computed from DEFLEC99 derived deflections. EY3766 EY3766.The geoid height was determined by GEOID03. EY3766 EY3766; North East Units Scale Factor Converg. EY3766;SPC NC - 187,827.486 805,311.505 MT 0.99987710 +1 14 38.7 EY3766;SPC NC - 616,230.68 2,642,092.83 sFT 0.99987710 +1 14 38.7 EY3766;UTM 18 - 3,921,632.747 332,548.282 MT 0.99994556 -1 04 09.7 EY3766 EY3766! - Elev Factor x Scale Factor = Combined Factor EY3766!SPC NC - 1.00000577 x 0.99987710 = 0.99988287 EY3766!UTM 18 - 1.00000577 x 0.99994556 = 0.99995133 EY3766 EY3766: Primary Azimuth Mark Grid Az EY3766:SPC NC - MILLER 021 57 59.3 EY3766:UTM 18 - MILLER 024 16 47.7 EY3766 EY3766|---------------------------------------------------------------------| EY3766| PID Reference Object Distance Geod. Az | EY3766| dddmmss.s | EY3766| EY3777 MILLER APPROX. 3.0 KM 0231238.0 | EY3766| EY3760 BAYVIEW WATER TANK APPROX. 5.1 KM 0714528.4 | EY3766| EY3770 EASTERLY SAWMILL STACK APPROX. 5.0 KM 0734327.9 | EY3766| EY3779 RUMLEY MARSH LIGHT APPROX. 7.4 KM 0992626.3 | EY3766| EY4882 CORE RM 2 35.490 METERS 17336 | EY3766| EY4881 CORE RM 1 23.720 METERS 21239 | EY3766| EY3762 BEACH 454.271 METERS 2881157.3 | EY3766| EY3929 MAUL POINT LIGHT APPROX. 7.5 KM 2951746.4 | EY3766|---------------------------------------------------------------------| EY3766 EY3766 SUPERSEDED SURVEY CONTROL EY3766 EY3766 NAD 27 - 35 25 25.98500(N) 076 50 41.47700(W) AD( ) 2 EY3766 NGVD 29 (07/19/86) 0.6 (m) 2. (f) VERT ANG EY3766 EY3766.Superseded values are not recommended for survey control. EY3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3766.See file dsdata.txt to determine how the superseded data were derived. EY3766 EY3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3254821633(NAD 83) EY3766_MARKER: DS = TRIANGULATION STATION DISK EY3766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3766_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3766 EY3766 HISTORY - Date Condition Report By EY3766 HISTORY - 1914 MONUMENTED CGS EY3766 HISTORY - 1932 GOOD CGS EY3766 HISTORY - 1935 GOOD CGS EY3766 HISTORY - 1949 GOOD CGS EY3766 HISTORY - 1966 GOOD NCGS EY3766 HISTORY - 1966 MARK NOT FOUND CGS EY3766 EY3766 STATION DESCRIPTION EY3766 EY3766'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 EY3766'STATION IS LOCATED ON THE S SHORE OF PAMLICO RIVER, ON EY3766'EASTERN PART OF CORE POINT WHICH IS NEARLY OPPOSITE BATH CREEK, EY3766'ON SMALL GRASS-COVERED PLAIN PROJECTING OUT OVER SAND BEACH, ABOUT EY3766'5 YARDS FROM AVERAGE HIGH WATER, 5 FEET FROM FOOT OF CLAY BLUFF, EY3766'AND 6-1/2 METERS (21 FEET) UPSTREAM FROM WOODEN WHARF. SURFACE EY3766'MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF TILE. EY3766'IN 1932 IT IWAS STRENGTHENED BY BUILDING EY3766'A 12-INCH SQUARE CONCRETE PYRAMID AROUND TILE WITHOUT EY3766'DISTURBING DISK. REFERENCE MARK IS A STANDARD DISK SET IN EY3766'CONCRETE, IN THE TOP OF TILE. EY3766'23.72 METERS (77.8 FEET) FROM STATION S 32 DEG 39 MIN W. EY3766'STANDARD REFERENCE DISK SET IN CONCRETE IN THE EY3766'TOP OF TILE, ESTABLISHED IN 1932, IS ON EY3766'SLOPE INSHORE, 9 FEET FROM LARGE PINE TREE, AND 50.97 METERS EY3766'(167.2 FEET) FROM STATION S 02 DEG 32 MIN E. STATION EY3766'CORE ECCENTRIC IS ON TOP OF BANK, AND 43.498 METERS (142.71 EY3766'FEET) FROM STATION S 62 DEG 46 MIN W. EY3766 EY3766 STATION RECOVERY (1935) EY3766 EY3766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3766'STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION. THE EY3766'ORIGINAL DESCRIPTION AND THE RECOVERY NOTE FIT THE LOCATION. EY3766' EY3766'REFERENCE MARK NO. 1 (1914) WAS NOT FOUND. A THOROUGH SEARCH EY3766'WAS MADE FOR IT WITHOUT THE DISTANCE BEING AVAILABLE ON THE DAY EY3766'THAT THE STATION WAS VISITED. THE NATURE OF THE LOCATION IS SUCH EY3766'THAT THE MARK PROBABLY HAS NOT BEEN DESTROYED, AND IF THE EY3766'DISTANCE AND AZIMUTH WERE AVAILABLE AT THE TIME OF VISITING THE EY3766'STATION, IT WOULD PROBABLY HAVE BEEN RECOVERED. EY3766 EY3766 STATION RECOVERY (1949) EY3766 EY3766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3766'STATION R.M. NO. 1 AND CORE ECCENTRIC 1931-1933 WERE RECOVERED EY3766'IN GOOD CONDITION. DISTANCES BETWEEN THE STATION AND THE R.M.S EY3766'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE EY3766'ORIGINAL DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY. A EY3766'NEW DESCRIPTION FOLLOWS-- EY3766' EY3766'CORE 1914-1932 IS ON THE S SHORE OF PAMLICO RIVER, ON EY3766'EASTERN PART OF CORE POINT WHICH IS NEARLY OPPOSITE BATH EY3766'CREEK, ABOUT 0.25 MILE SE OF T. E. TOLLERS STORE AND DOCK, ON THE EY3766'INSHORE EDGE OF A REED COVERED MARSH, 6.5 METERS UP-STREAM FROM EY3766'THE PILES OF A RUINED DOCK, 5 FEET FROM FOOT OF BLUFF, 13.5 EY3766'METERS 210 DEG MAG. AZIMUTH FROM APPARENT SHORE LINE AND 15.0 EY3766'FT. 30 DEG MAG. AZ. FROM TRIANGULARLY BLAZED 10 IN PINE. IT EY3766'IS A STANDARD TRIANGULATION DISK STAMPED CORE, 1914, SET IN EY3766'THE TOP OF A 12 IN SQUARE CONCRETE TRUNCATED PYRAMID AROUND A EY3766'TILE AND PROJECTS 6 IN ABOVE THE GROUND. EY3766' EY3766'R. M. NO. 1 IS 50.97 METERS (167.2 FT.) FROM STATION. EY3766'IT IS HALFWAY BETWEEN TOPMOST BREAK IN EY3766'BANK AND EDGE OF MARSH, 14.5 FT. 220 DEG MAG. AZ. FROM A 20 IN EY3766'PINE, 12.2 FT. 310 DEG MAG. AZ. FROM A 16 IN PINE, AND 64.5 METERS EY3766'210 DEG MAG. AZ. FROM APPARENT SHORE LINE. IT IS A STANDARD R.M. EY3766'DISK STAMPED CORE NO. 1, 1914 1931, SET IN CONCRETE IN THE EY3766'TOP OF AN 8 IN TILE AND IS FLUSH WITH EY3766'THE GROUND. EY3766' EY3766'CORE ECCENTRIC IS 43.498 METERS (142.71 FEET) FROM THE STATION. EY3766'IT IS 178.0 FEET 270 DEG EY3766'MAG. AZIMUTH FROM THE NE BRICK PILLAR OF C. ERNEST MARTINS HOUSE EY3766'ON THE SOUTH SIDE OF THE ROAD, 142.0 FT. 40 DEG MAG. AZIMUTH EY3766'FROM THE CENTERLINE OF THE ROAD PARALLELING THE RIVER, EY3766'AND 12.6 FT. 270 DEG MAG. AZ .(W) FROM A 20 IN PINE. STATION IS EY3766'A STANDARD DISK STAMPED CORE ECC. 1931 SET IN TOP OF A 12 IN EY3766'SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE GROUND. EY3766 EY3766 STATION RECOVERY (1966) EY3766 EY3766'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3766'CORE 1914 GOOD EY3766' EY3766'NEW REFERENCES--37.8 FT W OF 24 INCH PINE. 26.5 FT NW OF LAMP EY3766'POST. 30.0 FT N OF 4 INCH PINE AND 20.0 FT W OF PIER. EY3766 EY3766 STATION RECOVERY (1966) EY3766 EY3766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3766'RM 2 ONLY WAS RECOVERED. DISTANCE WAS TAPED FROM RM 2 AND THE EY3766'SOFT EARTH IN THE REEDS DEEPLY PROBED WITHOUT RESULTS. RM 1 EY3766'WAS NOT RECOVERED. A CONCRETE FILLED TILE PIPE WAS FOUND IN THE EY3766'IMMEDIATE VICINITY THAT PROBABLY WAS THE MONUMENT. IT HAD EY3766'CONTAINED A SQUARE WOODEN STAKE THROUGH PART OF ITS LENGTH, BUT NO EY3766'EVIDENCE OF A DISK WAS FOUND. EY3766' EY3766'RM 2 IS A STANDARD DISK STAMPED ONLY NO 2 1933. IT HAS BEEN EY3766'STRUCK A HEAVY BLOW AND IS LEANING ABOUT 0.6 FOOT. IT IS 51.27 EY3766'FEET (MEASURED SLOPE AND REDUCED TO HORIZONTAL) FROM CORE ECC. RM EY3766'2, WHICH WAS THE ONLY OTHER MARK RECOVERED IN THE VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3765 *********************************************************************** EY3765 DESIGNATION - CORE ECC RESET EY3765 PID - EY3765 EY3765 STATE/COUNTY- NC/BEAUFORT EY3765 USGS QUAD - BATH (1993) EY3765 EY3765 *CURRENT SURVEY CONTROL EY3765 ___________________________________________________________________ EY3765* NAD 83(1986)- 35 25 25.92970(N) 076 50 41.78954(W) ADJUSTED EY3765* NAVD 88 - 2.648 (meters) 8.69 (feet) ADJUSTED EY3765 ___________________________________________________________________ EY3765 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY3765 GEOID HEIGHT- -37.06 (meters) GEOID03 EY3765 DYNAMIC HT - 2.645 (meters) 8.68 (feet) COMP EY3765 MODELED GRAV- 979,750.3 (mgal) NAVD 88 EY3765 EY3765 HORZ ORDER - FIRST EY3765 VERT ORDER - SECOND CLASS II EY3765 EY3765.The North Carolina HARNS have been completed but, EY3765.due to contractual restrictions, coordinates for these stations EY3765.will NOT be published in the near future. In the interim, the EY3765.published coordinates in North Carolina will not be EY3765.consistent with the Continuously Operating Reference Stations EY3765.(CORS). The HARN coordinates for these stations are available EY3765.upon request. Contact Gary Thompson(919-733-3836). EY3765. EY3765.In addition, the published North Carolina positions EY3765.(NAD 83 (1986)) are NOT consistent with those determined in EY3765.adjacent state readjustments. The discontinuity between stations EY3765.located in North Carolina and those in adjacent states EY3765.which have been adjusted to the HARN may be as much as 5 EY3765.decimeters. This will result in a significant loss of accuracy EY3765.over lines crossing such state borders. EY3765 EY3765 EY3765.The horizontal coordinates were established by classical geodetic methods EY3765.and adjusted by the National Geodetic Survey in July 1986. EY3765 EY3765.The orthometric height was determined by differential leveling EY3765.and adjusted by the National Geodetic Survey in June 1998. EY3765 EY3765.The Laplace correction was computed from DEFLEC99 derived deflections. EY3765 EY3765.The geoid height was determined by GEOID03. EY3765 EY3765.The dynamic height is computed by dividing the NAVD 88 EY3765.geopotential number by the normal gravity value computed on the EY3765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3765.degrees latitude (g = 980.6199 gals.). EY3765 EY3765.The modeled gravity was interpolated from observed gravity values. EY3765 EY3765; North East Units Scale Factor Converg. EY3765;SPC NC - 187,806.730 805,273.255 MT 0.99987709 +1 14 37.8 EY3765;SPC NC - 616,162.58 2,641,967.34 sFT 0.99987709 +1 14 37.8 EY3765;UTM 18 - 3,921,613.551 332,509.223 MT 0.99994572 -1 04 10.6 EY3765 EY3765! - Elev Factor x Scale Factor = Combined Factor EY3765!SPC NC - 1.00000540 x 0.99987709 = 0.99988249 EY3765!UTM 18 - 1.00000540 x 0.99994572 = 0.99995112 EY3765 EY3765: Primary Azimuth Mark Grid Az EY3765:SPC NC - MILLER 022 29 30.0 EY3765:UTM 18 - MILLER 024 48 18.4 EY3765 EY3765|---------------------------------------------------------------------| EY3765| PID Reference Object Distance Geod. Az | EY3765| dddmmss.s | EY3765| EY3777 MILLER APPROX. 3.0 KM 0234407.8 | EY3765| EY3766 CORE 43.524 METERS 06245 | EY3765| EY4881 CORE RM 1 09007 | EY3765| EY4883 CORE ECC RM 2 51.344 METERS 12710 | EY3765| EY4885 CORE ECC RM 4 1931407.5 | EY3765| EY4886 CORE ECC RM 5 23010 | EY3765| EY4884 CORE ECC RM 3 AZIMUTH 2451407.2 | EY3765| EY3930 MAULS POINT LIGHT APPROX. 7.5 KM 2953510.1 | EY3765| EY2172 WASHINGTON MUNICIPAL TANK APPROX.23.7 KM 3045903.2 | EY3765|---------------------------------------------------------------------| EY3765 EY3765 SUPERSEDED SURVEY CONTROL EY3765 EY3765 NAD 27 - 35 25 25.33900(N) 076 50 43.01000(W) AD( ) 1 EY3765 NGVD 29 (07/19/86) 2.6 (m) 9. (f) VERT ANG EY3765 EY3765.Superseded values are not recommended for survey control. EY3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3765.See file dsdata.txt to determine how the superseded data were derived. EY3765 EY3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3250921614(NAD 83) EY3765_MARKER: DE = TRAVERSE STATION DISK EY3765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3765_STAMPING: CORE ECC 1931 1966 EY3765_MARK LOGO: CGS EY3765_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3765+STABILITY: SURFACE MOTION EY3765 EY3765 HISTORY - Date Condition Report By EY3765 HISTORY - 1966 MONUMENTED NCGS EY3765 HISTORY - 19870101 GOOD NCGS EY3765 EY3765 STATION DESCRIPTION EY3765 EY3765'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3765'CORE ECC. 1931-1966 UNDERGROUND RECOVERED, RESET UPPER MARK. NEW EY3765'DESCRIPTION. EY3765' EY3765'RM 2 GOOD EY3765' EY3765'CORE ECC. 1931-1966 IS 67.2 FT N OF NE CORNER OF GREEN BLOCK EY3765'HOUSE, 78.0 FT E OF NE CORNER OF 6 FT X 10 FT PUMP HOUSE AND EY3765'28.9 FT N OF 18 INCH GUM TREE. A STANDARD USC AND GS BRASS DISK EY3765'SET IN CONCRETE. EY3765' EY3765'SET RM 4 - 0.1 MILE S OF CORE ECC. 1931-1966, TO BE NEW EY3765'AZ. MARK. RM 4 IS 53.7 FT S OF C/L OF SR 1101. 3.7 FT N OF NW EY3765'CORNER OF TOBACCO BARN. 14.4 FT NW OF NE CORNER OF TOBACCO EY3765'BARN. A STANDARD NORTH CAROLINA GEODETIC SURVEY BRASS DISK SET IN EY3765'CONCRETE AND STAMPED RM 4, 1966. EY3765' EY3765'SET RM 5. 65.97 FT SW FROM CORE ECC. 1931-1966, 1.3 FT NE EY3765'OF NE CORNER OF GREEN HOUSE. 5.2 FT N OF NE CORNER OF PUMP EY3765'HOUSE. A STANDARD NORTH CAROLINA GEODETIC SURVEY BRASS DISK EY3765'SET IN CONCRETE, STAMPED RM 5, 1966. EY3765 EY3765 STATION RECOVERY (1987) EY3765 EY3765'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (GWT) EY3765'STATION AND RM 2 WERE FOUND IN GOOD CONDITION. STATION IS LOCATED EY3765'ABOUT 14.2 KM (8.80 MI) NORTH-NORTHWEST OF AURORA. PROCEED ALONG SR EY3765'1932 FOR 9.3 KM (5.75 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST EY3765'OF THE EDWARDS POST OFFICE, TO SR 1100, THENCE NORTHEAST ALONG SR 1100 EY3765'FOR 3.3 KM (2.05 MI) TO SR 1101, THENCE SOUTHEAST ALONG SR 1101 FOR EY3765'0.3 KM (0.20 MI) TO THE INTERSECTION WITH A DRIVEWAY LEADING TO THE EY3765'ROSENBURG RESIDENCE AND STATION, IN THE NORTHEAST CORNER OF THE YARD, EY3765'AT A GRAPEVINE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 0.3 M EY3765'(1.0 FT) SOUTHWEST OF A WITNESS POST, 24.4 M (80.1 FT) NORTH OF THE EY3765'NORTHWEST CORNER OF A BLOCK HOUSE, 20.4 M (66.9 FT) EAST-NORTHEAST OF EY3765'THE NORTHEAST CORNER OF A HOUSE WITH ALUMINUM SIDING, AND 8.3 M (27.2 EY3765'FT) EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3558 *********************************************************************** EY3558 DESIGNATION - COUSIN EY3558 PID - EY3558 EY3558 STATE/COUNTY- NC/BEAUFORT EY3558 USGS QUAD - RANSOMVILLE (1983) EY3558 EY3558 *CURRENT SURVEY CONTROL EY3558 ___________________________________________________________________ EY3558* NAD 83(1986)- 35 25 13.44356(N) 076 41 46.33061(W) ADJUSTED EY3558* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3558 ___________________________________________________________________ EY3558 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EY3558 GEOID HEIGHT- -37.20 (meters) GEOID03 EY3558 EY3558 HORZ ORDER - THIRD EY3558 EY3558.The North Carolina HARNS have been completed but, EY3558.due to contractual restrictions, coordinates for these stations EY3558.will NOT be published in the near future. In the interim, the EY3558.published coordinates in North Carolina will not be EY3558.consistent with the Continuously Operating Reference Stations EY3558.(CORS). The HARN coordinates for these stations are available EY3558.upon request. Contact Gary Thompson(919-733-3836). EY3558. EY3558.In addition, the published North Carolina positions EY3558.(NAD 83 (1986)) are NOT consistent with those determined in EY3558.adjacent state readjustments. The discontinuity between stations EY3558.located in North Carolina and those in adjacent states EY3558.which have been adjusted to the HARN may be as much as 5 EY3558.decimeters. This will result in a significant loss of accuracy EY3558.over lines crossing such state borders. EY3558 EY3558 EY3558.The horizontal coordinates were established by classical geodetic methods EY3558.and adjusted by the National Geodetic Survey in July 1986. EY3558 EY3558.The orthometric height was scaled from a topographic map. EY3558 EY3558.The Laplace correction was computed from DEFLEC99 derived deflections. EY3558 EY3558.The geoid height was determined by GEOID03. EY3558 EY3558; North East Units Scale Factor Converg. EY3558;SPC NC - 187,725.366 818,784.799 MT 0.99987691 +1 19 46.9 EY3558;SPC NC - 615,895.64 2,686,296.46 sFT 0.99987691 +1 19 46.9 EY3558;UTM 18 - 3,920,986.875 346,007.035 MT 0.99989224 -0 58 59.8 EY3558 EY3558! - Elev Factor x Scale Factor = Combined Factor EY3558!SPC NC - 1.00000589 x 0.99987691 = 0.99988280 EY3558!UTM 18 - 1.00000589 x 0.99989224 = 0.99989813 EY3558 EY3558: Primary Azimuth Mark Grid Az EY3558:SPC NC - NORTH RESET 111 57 04.6 EY3558:UTM 18 - NORTH RESET 114 15 51.3 EY3558 EY3558|---------------------------------------------------------------------| EY3558| PID Reference Object Distance Geod. Az | EY3558| dddmmss.s | EY3558| EY4887 COUSIN RM 1 6.918 METERS 02209 | EY3558| EY4888 COUSIN RM 2 12.966 METERS 09203 | EY3558| EY3555 NORTH RESET APPROX. 4.9 KM 1131651.5 | EY3558|---------------------------------------------------------------------| EY3558 EY3558 SUPERSEDED SURVEY CONTROL EY3558 EY3558 NAD 27 - 35 25 12.84700(N) 076 41 47.58400(W) AD( ) 3 EY3558 EY3558.Superseded values are not recommended for survey control. EY3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3558.See file dsdata.txt to determine how the superseded data were derived. EY3558 EY3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4600720987(NAD 83) EY3558_MARKER: DS = TRIANGULATION STATION DISK EY3558_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3558_SP_SET: OBJECT IMBEDDED IN GROUND EY3558 EY3558 HISTORY - Date Condition Report By EY3558 HISTORY - 1933 MONUMENTED CGS EY3558 HISTORY - 1949 SEE DESCRIPTION CGS EY3558 EY3558 STATION DESCRIPTION EY3558 EY3558'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3558'THE STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ABOUT ONE EY3558'MILE E OF SINCLAIR CREEK, ON A SLIGHTLY PROTRUDING POINT, BACK OF EY3558'WHICH IS A SMALL MARSH DRAINED BY A SMALL STREAM TO THE EY3558'WESTWARD. THE STATION IS ABOUT 7 METERS BACK FROM THE WATER LINE, EY3558'14 METERS NE OF A POINT WHERE SMALL STREAM EMPTIES INTO EY3558'RIVER. AND ABOUT 14 METERS W OF A 2-FOOT CEDAR. EY3558' EY3558'STATION IS A STANDARD DISK, IN TOP OF A MASS OF CONCRETE BUILT EY3558'UP AROUND THE OLD STATION, SINCLAIR, AND A FEW INCHES OFF CENTER EY3558'FROM THE SHANK OF OLD MARK WHICH REMAINED IN PLACE IN TOP OF EY3558'CEMENT-FILLED TILE. DISK IS STAMPED, COUSIN, 1933. EY3558' EY3558'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN CONCRETE AT THE EY3558'CENTER OF THE TOP OF A TILE AS DESCRIBED, WHICH IS EY3558'EMBEDDED IN THE GROUND, AND PLACED BETWEEN THE STATION AND THE EY3558'SMALL STREAM. EY3558' EY3558'REFERENCE MARK NO. 2 IS SIMILAR TO NO. 1. IT IS EASTWARD ALONG EY3558'A RIDGE FROM THE STATION, AND NEAR A 2-FOOT CEDAR, BLAZED AS EY3558'FOR THE OLD STATION. EY3558' EY3558'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.8 METERS. EY3558 EY3558 STATION RECOVERY (1949) EY3558 EY3558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3558'STATION AND REFERENCE MARKS WERE RECOVERED. REFERENCE MARK 1 WAS EY3558'IN GOOD CONDITION. THE STATION WAS OFFSHORE ABOUT 1 FOOT AND EY3558'EXPOSED ABOUT 2 FEET BY WAVE ACTION. REFERENCE MARK 2 WAS EY3558'DESTROYED. EY3558' EY3558'A NEW STATION, COUSIN 2, WAS ESTABLISHED NEARBY AND EY3558'REFERENCE MARK 1 WAS TIED INTO IT. EY3558' EY3558'SEE DESCRIPTION FOR COUSIN 2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3550 *********************************************************************** EY3550 DESIGNATION - COUSIN 2 EY3550 PID - EY3550 EY3550 STATE/COUNTY- NC/BEAUFORT EY3550 USGS QUAD - RANSOMVILLE (1983) EY3550 EY3550 *CURRENT SURVEY CONTROL EY3550 ___________________________________________________________________ EY3550* NAD 83(1986)- 35 25 13.66352(N) 076 41 45.83736(W) ADJUSTED EY3550* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3550 ___________________________________________________________________ EY3550 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EY3550 GEOID HEIGHT- -37.20 (meters) GEOID03 EY3550 EY3550 HORZ ORDER - THIRD EY3550 EY3550.The North Carolina HARNS have been completed but, EY3550.due to contractual restrictions, coordinates for these stations EY3550.will NOT be published in the near future. In the interim, the EY3550.published coordinates in North Carolina will not be EY3550.consistent with the Continuously Operating Reference Stations EY3550.(CORS). The HARN coordinates for these stations are available EY3550.upon request. Contact Gary Thompson(919-733-3836). EY3550. EY3550.In addition, the published North Carolina positions EY3550.(NAD 83 (1986)) are NOT consistent with those determined in EY3550.adjacent state readjustments. The discontinuity between stations EY3550.located in North Carolina and those in adjacent states EY3550.which have been adjusted to the HARN may be as much as 5 EY3550.decimeters. This will result in a significant loss of accuracy EY3550.over lines crossing such state borders. EY3550 EY3550 EY3550.The horizontal coordinates were established by classical geodetic methods EY3550.and adjusted by the National Geodetic Survey in July 1986. EY3550.No horizontal observational check was made to the station. EY3550 EY3550.The orthometric height was scaled from a topographic map. EY3550 EY3550.The Laplace correction was computed from DEFLEC99 derived deflections. EY3550 EY3550.The geoid height was determined by GEOID03. EY3550 EY3550; North East Units Scale Factor Converg. EY3550;SPC NC - 187,732.431 818,797.081 MT 0.99987691 +1 19 47.1 EY3550;SPC NC - 615,918.82 2,686,336.76 sFT 0.99987691 +1 19 47.1 EY3550;UTM 18 - 3,920,993.438 346,019.591 MT 0.99989219 -0 58 59.5 EY3550 EY3550! - Elev Factor x Scale Factor = Combined Factor EY3550!SPC NC - 1.00000589 x 0.99987691 = 0.99988280 EY3550!UTM 18 - 1.00000589 x 0.99989219 = 0.99989808 EY3550 EY3550|---------------------------------------------------------------------| EY3550| PID Reference Object Distance Geod. Az | EY3550| dddmmss.s | EY3550| EY4889 COUSIN 2 RM 3 6.394 METERS 00842 | EY3550| EY3558 COUSIN 14.170 METERS 24125 | EY3550| EY4887 COUSIN RM 1 9.857 METERS 26751 | EY3550|---------------------------------------------------------------------| EY3550 EY3550 SUPERSEDED SURVEY CONTROL EY3550 EY3550 NAD 27 - 35 25 13.06700(N) 076 41 47.09100(W) AD( ) 3 EY3550 EY3550.Superseded values are not recommended for survey control. EY3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3550.See file dsdata.txt to determine how the superseded data were derived. EY3550 EY3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4602020993(NAD 83) EY3550_MARKER: DS = TRIANGULATION STATION DISK EY3550_SETTING: 0 = UNSPECIFIED SETTING EY3550 EY3550 HISTORY - Date Condition Report By EY3550 HISTORY - 1949 MONUMENTED CGS EY3550 EY3550 STATION DESCRIPTION EY3550 EY3550'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3550'STATION IS ON THE N SIDE OF PAMLICO RIVER, ABOUT 1 MILE E OF EY3550'SINCLAIR CREEK, ON A SLIGHTLY PROTRUDING POINT BACK OF WHICH EY3550'IS A SMALL MARSH, DRAINED BY A STREAM TO THE W OF THE STATION, EY3550'65.7 FEET E OF THE POINT WHERE THE STREAM ENTERS THE RIVER, 20.7 EY3550'FEET N OF THE MEAN HIGH-WATER LINE OF PAMLICO RIVER, 25.0 FEET EY3550'SE OF THE MEAN HIGH-WATER LINE OF THE STREAM, 41.5 FEET NE OF A EY3550'TRIANGULAR-BLAZED 10-INCH PINE, AND 3.0 FEET S OF A EY3550'TRIANGULAR-BLAZED 8-INCH PINE. EY3550' EY3550'STATION MARK IS A BRONZE STATION DISK, STAMPED COUSIN 2 1949, AND EY3550'SET IN CONCRETE. IT PROJECTS 2 INCHES ABOVE GROUND. EY3550' EY3550'REFERENCE MARK 1 IS THE SAME AS REFERENCE MARK 1 EY3550'FOR COUSIN 1933. IT IS W OF THE STATION, 17.0 FEET SE OF THE EY3550'MEAN HIGH-WATER LINE OF THE STREAM, 22.0, FEET N OF THE MEAN EY3550'HIGH-WATER LINE OF PAMLICO RIVER. IT IS A BRONZE REFERENCE DISK, EY3550'STAMPED NO. 1 1933, SET IN CONCRETE AT THE CENTER OF THE TOP EY3550'OF A TILE, AND IS FLUSH WITH THE GROUND. EY3550' EY3550'REFERENCE MARK 3 IS NW OF THE STATION, 9.0 FEET E OF THE MEAN EY3550'HIGH-WATER LINE OF THE STREAM. IT IS A BRONZE REFERENCE DISK, EY3550'STAMPED COUSIN 2 NO 3 1949, AND SET IN CONCRETE AT THE CENTER OF EY3550'THE TOP OF A TILE. IT PROJECTS 5 INCHES ABOVE GROUND. EY3550' EY3550'TO REACH FROM YEATESVILLE, TURN S ON DIRT ROAD AT TANKARDS EY3550'FILLING STATION, 6.3 MILES TO BURBAGES CROSSROADS, CONTINUE EY3550'STRAIGHT 1.9 MILES TO FORK, TURN RIGHT AND CONTINUE FOR 0.1 MILE TO EY3550'FORK, TURN RIGHT AND CONTINUE FOR 0.1 MILE TO RIGHT TURN AT A EY3550'SMALL UNPAINTED HOUSE, PROCEED ALONG ROAD ON W SIDE OF A FIELD FOR EY3550'0.3 MILE, TURN RIGHT AT SW CORNER OF FIELD AND CONTINUE 0.3 EY3550'MILE TO A BOATHOUSE AND THE STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3802 *********************************************************************** EY3802 DESIGNATION - CRAWFORD EY3802 PID - EY3802 EY3802 STATE/COUNTY- NC/BEAUFORT EY3802 USGS QUAD - AURORA (1993) EY3802 EY3802 *CURRENT SURVEY CONTROL EY3802 ___________________________________________________________________ EY3802* NAD 83(1986)- 35 18 51.76272(N) 076 47 01.26992(W) ADJUSTED EY3802* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3802 ___________________________________________________________________ EY3802 LAPLACE CORR- -1.32 (seconds) DEFLEC99 EY3802 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3802 EY3802 HORZ ORDER - THIRD EY3802 EY3802.The North Carolina HARNS have been completed but, EY3802.due to contractual restrictions, coordinates for these stations EY3802.will NOT be published in the near future. In the interim, the EY3802.published coordinates in North Carolina will not be EY3802.consistent with the Continuously Operating Reference Stations EY3802.(CORS). The HARN coordinates for these stations are available EY3802.upon request. Contact Gary Thompson(919-733-3836). EY3802. EY3802.In addition, the published North Carolina positions EY3802.(NAD 83 (1986)) are NOT consistent with those determined in EY3802.adjacent state readjustments. The discontinuity between stations EY3802.located in North Carolina and those in adjacent states EY3802.which have been adjusted to the HARN may be as much as 5 EY3802.decimeters. This will result in a significant loss of accuracy EY3802.over lines crossing such state borders. EY3802 EY3802 EY3802.The horizontal coordinates were established by classical geodetic methods EY3802.and adjusted by the National Geodetic Survey in July 1986. EY3802 EY3802.The orthometric height was scaled from a topographic map. EY3802 EY3802.The Laplace correction was computed from DEFLEC99 derived deflections. EY3802 EY3802.The geoid height was determined by GEOID03. EY3802 EY3802; North East Units Scale Factor Converg. EY3802;SPC NC - 175,786.017 811,105.286 MT 0.99987319 +1 16 45.1 EY3802;SPC NC - 576,724.62 2,661,101.26 sFT 0.99987319 +1 16 45.1 EY3802;UTM 18 - 3,909,366.622 337,851.908 MT 0.99992402 -1 01 52.7 EY3802 EY3802! - Elev Factor x Scale Factor = Combined Factor EY3802!SPC NC - 1.00000590 x 0.99987319 = 0.99987908 EY3802!UTM 18 - 1.00000590 x 0.99992402 = 0.99992991 EY3802 EY3802: Primary Azimuth Mark Grid Az EY3802:SPC NC - BARREN 156 58 12.6 EY3802:UTM 18 - BARREN 159 16 50.4 EY3802 EY3802|---------------------------------------------------------------------| EY3802| PID Reference Object Distance Geod. Az | EY3802| dddmmss.s | EY3802| EY4899 CRAWFORD RM 16.230 METERS 04415 | EY3802| EY3795 BARREN 410.456 METERS 1581457.7 | EY3802| EY3849 WINDLY APPROX. 0.5 KM 1972848.0 | EY3802| EY3818 KINGFISH 375.246 METERS 35515 | EY3802|---------------------------------------------------------------------| EY3802 EY3802 SUPERSEDED SURVEY CONTROL EY3802 EY3802 NAD 27 - 35 18 51.14400(N) 076 47 02.53900(W) AD( ) 3 EY3802 EY3802.Superseded values are not recommended for survey control. EY3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3802.See file dsdata.txt to determine how the superseded data were derived. EY3802 EY3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3785209367(NAD 83) EY3802_MARKER: DS = TRIANGULATION STATION DISK EY3802_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3802_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3802 EY3802 HISTORY - Date Condition Report By EY3802 HISTORY - 1935 MONUMENTED CGS EY3802 HISTORY - 1948 MARK NOT FOUND CGS EY3802 EY3802 STATION DESCRIPTION EY3802 EY3802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3802'STATION IS ON THE E SIDE OF SOUTH CREEK, 5/8 MILE N OF EY3802'HIGHWAY BRIDGE AT AURORA, DIRECTLY W OF A SMALL CREEK THAT IS EY3802'BETWEEN WHITEHURST AND BARLEY CREEK. FROM THE STATION, WHICH IS EY3802'ON FAST LAND, SHORE LINE IS 3 METERS W AND 2 METERS FROM TREE EY3802'LINE. EY3802' EY3802'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3802'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3802' EY3802'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3802'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3802 EY3802 STATION RECOVERY (1948) EY3802 EY3802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3802'STATION WAS FOUND LYING IN WATER. IT IS RECOMMENDED THAT THE EY3802'STATION BE CONSIDERED DESTROYED. EY3802' EY3802'THE REFERENCE MARK WAS FOUND IN GOOD CONDITION. THE PUBLISHED EY3802'DESCRIPTION IS INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3802' EY3802'REFERENCE MARK IS ON THE E SIDE OF SOUTH CREEK, 5/8 MILE N OF EY3802'STEEL TRUSS BRIDGE AT AURORA, DIRECTLY W OF A PINE HAMMOCK EY3802'WHICH IS THE MOST N OF TWO HAMMOCKS N OF BAILEY CREEK, ABOUT 530 EY3802'METERS SE OF DEEP HOLE POINT. FROM THE REFERENCE MARK WHICH IS EY3802'IN A PINE WOODS, SHORELINE IS 12.0 METERS W. THE MARK IS A EY3802'BRONZE REFERENCE DISK, STAMPED CRAWFORD 1935, SET IN TOP OF A EY3802'CONCRETE-FILLED 8-INCH TILE PROJECTING 4 INCHES ABOVE GROUND. EY3802' EY3802'THE FOLLOWING WITNESS MARKS, ALL OF WHICH ARE EY3802'TRIANGULAR-BLAZED PINES, WERE ESTABLISHED--(1) 10-INCH PINE EY3802'4.6 METERS E OF STATION, (2) 18-INCH PINE WITH OLD BLAZE 10.2 EY3802'METERS E OF STATION, (3) 8-INCH PINE 9.1 METERS E OF STATION, EY3802'(4) 6-INCH PINE 6.3 METERS W OF STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2107 *********************************************************************** EY2107 DESIGNATION - CREEK EY2107 PID - EY2107 EY2107 STATE/COUNTY- NC/BEAUFORT EY2107 USGS QUAD - WASHINGTON (1983) EY2107 EY2107 *CURRENT SURVEY CONTROL EY2107 ___________________________________________________________________ EY2107* NAD 83(1986)- 35 30 57.02122(N) 077 04 15.66466(W) ADJUSTED EY2107* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2107 ___________________________________________________________________ EY2107 LAPLACE CORR- -2.09 (seconds) DEFLEC99 EY2107 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2107 EY2107 HORZ ORDER - THIRD EY2107 EY2107.The North Carolina HARNS have been completed but, EY2107.due to contractual restrictions, coordinates for these stations EY2107.will NOT be published in the near future. In the interim, the EY2107.published coordinates in North Carolina will not be EY2107.consistent with the Continuously Operating Reference Stations EY2107.(CORS). The HARN coordinates for these stations are available EY2107.upon request. Contact Gary Thompson(919-733-3836). EY2107. EY2107.In addition, the published North Carolina positions EY2107.(NAD 83 (1986)) are NOT consistent with those determined in EY2107.adjacent state readjustments. The discontinuity between stations EY2107.located in North Carolina and those in adjacent states EY2107.which have been adjusted to the HARN may be as much as 5 EY2107.decimeters. This will result in a significant loss of accuracy EY2107.over lines crossing such state borders. EY2107 EY2107 EY2107.The horizontal coordinates were established by classical geodetic methods EY2107.and adjusted by the National Geodetic Survey in July 1986. EY2107 EY2107.The orthometric height was scaled from a topographic map. EY2107 EY2107.The Laplace correction was computed from DEFLEC99 derived deflections. EY2107 EY2107.The geoid height was determined by GEOID03. EY2107 EY2107; North East Units Scale Factor Converg. EY2107;SPC NC - 197,585.312 784,550.770 MT 0.99988318 +1 06 48.1 EY2107;SPC NC - 648,244.48 2,573,980.32 sFT 0.99988318 +1 06 48.1 EY2107;UTM 18 - 3,932,222.393 312,196.433 MT 1.00003466 -1 12 12.5 EY2107 EY2107! - Elev Factor x Scale Factor = Combined Factor EY2107!SPC NC - 1.00000580 x 0.99988318 = 0.99988898 EY2107!UTM 18 - 1.00000580 x 1.00003466 = 1.00004046 EY2107 EY2107: Primary Azimuth Mark Grid Az EY2107:SPC NC - WINITY 100 57 53.9 EY2107:UTM 18 - WINITY 103 16 54.5 EY2107 EY2107|---------------------------------------------------------------------| EY2107| PID Reference Object Distance Geod. Az | EY2107| dddmmss.s | EY2107| EY4439 CREEK RM 16.778 METERS 07338 | EY2107| EY2187 WINITY APPROX. 0.8 KM 1020442.0 | EY2107|---------------------------------------------------------------------| EY2107 EY2107 SUPERSEDED SURVEY CONTROL EY2107 EY2107 NAD 27 - 35 30 56.44000(N) 077 04 16.83100(W) AD( ) 3 EY2107 EY2107.Superseded values are not recommended for survey control. EY2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2107.See file dsdata.txt to determine how the superseded data were derived. EY2107 EY2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1219632222(NAD 83) EY2107_MARKER: DS = TRIANGULATION STATION DISK EY2107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2107_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2107 EY2107 HISTORY - Date Condition Report By EY2107 HISTORY - 1935 MONUMENTED CGS EY2107 HISTORY - 1949 GOOD CGS EY2107 EY2107 STATION DESCRIPTION EY2107 EY2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2107'THIS STATION IS AT THE HEAD OF CHOCOWINITY BAY ON THE LARGE EY2107'MARSH ISLAND FORMED BY THE FORKING OF THE TWO WIDEST ARMS OF EY2107'THE BAY. STATION IS ON THE WESTERN END OF THE ISLAND 76.6 EY2107'METERS, 261 DEG MAGNETIC, FROM A POINT ON THE E BANK OF THE NW EY2107'CREEK THAT IS ON RANGE WITH A 9-INCH CYPRESS TREE, WHICH IS EY2107'NEAR THE MIDDLE OF THE SMALL ISLAND IN THE NW CREEK. AND 316 EY2107'DEG MAGNETIC FROM AN 8-INCH CYPRESS TREE AT THE W ENTRANCE OF EY2107'THE SMALL CHANNEL THAT GOES AROUND THE N SIDE OF THE LARGE EY2107'ISLAND ON WHICH THE SIGNAL IS LOCATED. EY2107' EY2107'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2107'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2107'POST DRIVEN INTO THE MARSH. MARK PROJECTS 14 INCHES. EY2107' EY2107'REFERENCE MARK IS STANDARD DISK SET IN 8- BY 30-INCH TILE. EY2107 EY2107 STATION RECOVERY (1949) EY2107 EY2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2107'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE EY2107'DISTANCE TO THE REFERENCE MARK WAS MEASURED AND FOUND TO BE EY2107'CORRECT. PUBLISHED DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2284 *********************************************************************** EY2284 DESIGNATION - CREEK EY2284 PID - EY2284 EY2284 STATE/COUNTY- NC/BEAUFORT EY2284 USGS QUAD - HACKNEY (1983) EY2284 EY2284 *CURRENT SURVEY CONTROL EY2284 ___________________________________________________________________ EY2284* NAD 83(1986)- 35 28 56.87677(N) 077 00 51.14715(W) ADJUSTED EY2284* NAVD 88 - 6. (meters) 20. (feet) SCALED EY2284 ___________________________________________________________________ EY2284 LAPLACE CORR- -1.86 (seconds) DEFLEC99 EY2284 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2284 EY2284 HORZ ORDER - THIRD EY2284 EY2284.The North Carolina HARNS have been completed but, EY2284.due to contractual restrictions, coordinates for these stations EY2284.will NOT be published in the near future. In the interim, the EY2284.published coordinates in North Carolina will not be EY2284.consistent with the Continuously Operating Reference Stations EY2284.(CORS). The HARN coordinates for these stations are available EY2284.upon request. Contact Gary Thompson(919-733-3836). EY2284. EY2284.In addition, the published North Carolina positions EY2284.(NAD 83 (1986)) are NOT consistent with those determined in EY2284.adjacent state readjustments. The discontinuity between stations EY2284.located in North Carolina and those in adjacent states EY2284.which have been adjusted to the HARN may be as much as 5 EY2284.decimeters. This will result in a significant loss of accuracy EY2284.over lines crossing such state borders. EY2284 EY2284 EY2284.The horizontal coordinates were established by classical geodetic methods EY2284.and adjusted by the National Geodetic Survey in July 1986. EY2284 EY2284.The orthometric height was scaled from a topographic map. EY2284 EY2284.The Laplace correction was computed from DEFLEC99 derived deflections. EY2284 EY2284.The geoid height was determined by GEOID03. EY2284 EY2284; North East Units Scale Factor Converg. EY2284;SPC NC - 193,985.308 789,776.586 MT 0.99988067 +1 08 46.1 EY2284;SPC NC - 636,433.46 2,591,125.35 sFT 0.99988067 +1 08 46.1 EY2284;UTM 18 - 3,928,413.594 317,273.203 MT 1.00001148 -1 10 10.1 EY2284 EY2284! - Elev Factor x Scale Factor = Combined Factor EY2284!SPC NC - 1.00000488 x 0.99988067 = 0.99988555 EY2284!UTM 18 - 1.00000488 x 1.00001148 = 1.00001636 EY2284 EY2284: Primary Azimuth Mark Grid Az EY2284:SPC NC - OLD D 027 45 13.8 EY2284:UTM 18 - OLD D 030 04 10.0 EY2284 EY2284|---------------------------------------------------------------------| EY2284| PID Reference Object Distance Geod. Az | EY2284| dddmmss.s | EY2284| EY2142 OLD D APPROX. 2.4 KM 0285359.9 | EY2284| EY2287 FORK POINT LIGHT OLD APPROX. 1.3 KM 0470839.9 | EY2284| EY3944 HILLS CREEK LIGHT OLD APPROX. 2.4 KM 0901314.6 | EY2284| EY2285 CREEK RM 24.081 METERS 22925 | EY2284|---------------------------------------------------------------------| EY2284 EY2284 SUPERSEDED SURVEY CONTROL EY2284 EY2284 NAD 27 - 35 28 56.28900(N) 077 00 52.33100(W) AD( ) 3 EY2284 EY2284.Superseded values are not recommended for survey control. EY2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2284.See file dsdata.txt to determine how the superseded data were derived. EY2284 EY2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1727328414(NAD 83) EY2284_MARKER: DD = SURVEY DISK EY2284_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY2284_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2284_MARK LOGO: USE EY2284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2284 EY2284 HISTORY - Date Condition Report By EY2284 HISTORY - 1914 MONUMENTED USE EY2284 HISTORY - 1933 GOOD CGS EY2284 HISTORY - 1949 POOR CGS EY2284 EY2284 STATION DESCRIPTION EY2284 EY2284'DESCRIBED BY US ENGINEERS 1914 (PCW) EY2284'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, 1 MILE E OF THE EY2284'ENTRANCE TO CHOCOWINITY BAY, 3/4 MILE NW FROM HILLS CREEK, EY2284'3/8 MILE WESTERLY ALONG THE SHORE FROM A 2-INCH PIPE, WHICH IS EY2284'AN OLD U.S.E. STATION, 1/2 MILE WESTERLY FROM A HOUSE, 7 YARDS EY2284'IN FRONT OF THE BLUFF AND 7 YARDS BACK FROM SHORE LINE. EY2284' EY2284'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY2284'IN CONCRETE IN THE TOPS OF TILES. EY2284' EY2284'REFERENCE MARK IS 24.45 METERS (80.2 FEET) FROM THE STATION EY2284'S 49 DEG 41 MIN W. HILLS CREEK LIGHT IS EY2284'N 90 DEG 13 MIN E. EY2284 EY2284 STATION RECOVERY (1933) EY2284 EY2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2284'STATION AND REFERENCE MARKS RECOVERED IN PLACE AS DESCRIBED EY2284'AND IN GOOD CONDITION. THE STATION WAS SLIGHTLY CANTED, AND EY2284'IS NEAR THE EDGE OF THE WATER. THE REFERENCE MARK HAS BEEN EY2284'USED AS THE NEW STATION MARK FOR NEW STATION, CREEK R.M. AND EY2284'TWO NEW REFERENCE MARKS WERE ESTABLISHED. EY2284 EY2284 STATION RECOVERY (1949) EY2284 EY2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2284'STATION AND REFERENCE MARK RECOVERED. STATION MARK IS IN POOR EY2284'CONDITION, ABOUT 20 FEET OFFSHORE, PROJECTING 2.5 FEET AND EY2284'LEANING TO THE S. IT IS DOUBTFUL IF THE MARK WILL REMAIN IN EY2284'PLACE MORE THAN 1 YEAR. THE REFERENCE MARK WAS RECOVERED EY2284'IN GOOD CONDITION. ORIGINAL DESCRIPTION IS INADEQUATE. A EY2284'NEW DESCRIPTION FOLLOWS-- EY2284' EY2284'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ABOUT 1 MILE E OF EY2284'THE MOUTH OF CHOCOWINITY BAY, 3/4 MILE NW OF HILLS CREEK, ON EY2284'THE PROPERTY OF MR. J.G. WALL, ABOUT 60 FEET E OF A LOG CABIN EY2284'AND 20 FEET OFFSHORE. EY2284' EY2284'STATION MARK IS A BRONZE STATION DISK, UNSTAMPED, AND SET IN EY2284'THE TOP OF A CONCRETE-FILLED TILE. EY2284' EY2284'REFERENCE MARK IS S OF THE STATION, ON TOP OF THE BLUFF, 44.5 EY2284'FEET NE OF THE NE CORNER OF THE LOG CABIN PORCH, 66.0 FEET N EY2284'OF THE CENTER OF THE ROAD, AND 16.0 FEET SW OF A 30-INCH STUMP EY2284'AT THE EDGE OF THE BLUFF. IT IS A BRONZE REFERENCE DISK, SET EY2284'IN THE TOP OF A CONCRETE-FILLED 6-INCH TILE PROJECTING 6 INCHES EY2284'ABOVE GROUND. THIS REFERENCE MARK WAS USED AS THE NEW STATION EY2284'MARK FOR CREEK R.M. EY2284' EY2284'TO REACH FROM CHOCOWINITY, AT THE INTERSECTION OF U.S. HIGHWAY EY2284'17 AND STATE HIGHWAY 33, TRAVEL E ON HIGHWAY 33 1.5 MILES TO EY2284'UNPAVED ROAD, CROSSING RAILROAD TRACKS ON THE LEFT. TAKE EY2284'UNPAVED ROAD 4.15 MILES TO FORK. KEEP LEFT 0.3 MILE TO ONE EY2284'LANE ROAD LEADING TO THE RIVER, PROCEED ON THIS ROAD 1.45 MILES EY2284'TO LOG CABIN AND STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2285 *********************************************************************** EY2285 DESIGNATION - CREEK RM EY2285 PID - EY2285 EY2285 STATE/COUNTY- NC/BEAUFORT EY2285 USGS QUAD - HACKNEY (1983) EY2285 EY2285 *CURRENT SURVEY CONTROL EY2285 ___________________________________________________________________ EY2285* NAD 83(1986)- 35 28 56.36853(N) 077 00 51.87273(W) ADJUSTED EY2285* NAVD 88 - 9.037 (meters) 29.65 (feet) ADJUSTED EY2285 ___________________________________________________________________ EY2285 LAPLACE CORR- -1.86 (seconds) DEFLEC99 EY2285 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2285 DYNAMIC HT - 9.030 (meters) 29.63 (feet) COMP EY2285 MODELED GRAV- 979,755.4 (mgal) NAVD 88 EY2285 EY2285 HORZ ORDER - THIRD EY2285 VERT ORDER - SECOND CLASS II EY2285 EY2285.The North Carolina HARNS have been completed but, EY2285.due to contractual restrictions, coordinates for these stations EY2285.will NOT be published in the near future. In the interim, the EY2285.published coordinates in North Carolina will not be EY2285.consistent with the Continuously Operating Reference Stations EY2285.(CORS). The HARN coordinates for these stations are available EY2285.upon request. Contact Gary Thompson(919-733-3836). EY2285. EY2285.In addition, the published North Carolina positions EY2285.(NAD 83 (1986)) are NOT consistent with those determined in EY2285.adjacent state readjustments. The discontinuity between stations EY2285.located in North Carolina and those in adjacent states EY2285.which have been adjusted to the HARN may be as much as 5 EY2285.decimeters. This will result in a significant loss of accuracy EY2285.over lines crossing such state borders. EY2285 EY2285 EY2285.The horizontal coordinates were established by classical geodetic methods EY2285.and adjusted by the National Geodetic Survey in July 1986. EY2285 EY2285.The orthometric height was determined by differential leveling EY2285.and adjusted by the National Geodetic Survey in May 2000. EY2285.No vertical observational check was made to the station. EY2285 EY2285.The Laplace correction was computed from DEFLEC99 derived deflections. EY2285 EY2285.The geoid height was determined by GEOID03. EY2285 EY2285.The dynamic height is computed by dividing the NAVD 88 EY2285.geopotential number by the normal gravity value computed on the EY2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY2285.degrees latitude (g = 980.6199 gals.). EY2285 EY2285.The modeled gravity was interpolated from observed gravity values. EY2285 EY2285; North East Units Scale Factor Converg. EY2285;SPC NC - 193,969.283 789,758.614 MT 0.99988066 +1 08 45.7 EY2285;SPC NC - 636,380.89 2,591,066.39 sFT 0.99988066 +1 08 45.7 EY2285;UTM 18 - 3,928,398.307 317,254.596 MT 1.00001156 -1 10 10.5 EY2285 EY2285! - Elev Factor x Scale Factor = Combined Factor EY2285!SPC NC - 1.00000435 x 0.99988066 = 0.99988501 EY2285!UTM 18 - 1.00000435 x 1.00001156 = 1.00001591 EY2285 EY2285: Primary Azimuth Mark Grid Az EY2285:SPC NC - AGED 028 20 53.1 EY2285:UTM 18 - AGED 030 39 49.3 EY2285 EY2285|---------------------------------------------------------------------| EY2285| PID Reference Object Distance Geod. Az | EY2285| dddmmss.s | EY2285| EY2092 AGED APPROX. 2.5 KM 0292938.8 | EY2285| EY2286 FORK POINT LIGHT APPROX. 1.3 KM 0462133.0 | EY2285| EY2284 CREEK 24.081 METERS 04925 | EY2285| EY3943 HILLS CREEK LIGHT APPROX. 2.4 KM 0895838.4 | EY2285| EY4440 CREEK RM 1 19.620 METERS 15938 | EY2285| EY4441 CREEK RM 2 22.875 METERS 22835 | EY2285|---------------------------------------------------------------------| EY2285 EY2285 SUPERSEDED SURVEY CONTROL EY2285 EY2285 NAD 27 - 35 28 55.78100(N) 077 00 53.05600(W) AD( ) 3 EY2285 EY2285.Superseded values are not recommended for survey control. EY2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2285.See file dsdata.txt to determine how the superseded data were derived. EY2285 EY2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1725528398(NAD 83) EY2285_MARKER: DR = REFERENCE MARK DISK EY2285_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY2285_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2285_MARK LOGO: USE EY2285_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY2285+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 EY2285 EY2285 HISTORY - Date Condition Report By EY2285 HISTORY - 1933 MONUMENTED USE EY2285 HISTORY - 1949 GOOD CGS EY2285 HISTORY - 1967 GOOD USE EY2285 HISTORY - 19900510 GOOD NCGS EY2285 EY2285 STATION DESCRIPTION EY2285 EY2285'DESCRIBED BY US ENGINEERS 1933 (GCM) EY2285'STATION IS ON THE S SHORE OF THE PAMLICO RIVER AND CHOCOWINITY EY2285'BAY, ON A HIGH BLUFF, W OF AN OLD PIER, AND E OF A NEW PIER AND EY2285'CAMP BUILDING, 17 YARDS NE OF CORNER OF LOG HOUSE. THE STATION EY2285'IS ABOUT 30 METERS BACK FROM THE WATER. EY2285' EY2285'STATION IS MARKED BY AN OLD REFERENCE MARK FOR THE OLD STATION EY2285'CREEK THIS REFERENCE MARK IS A STANDARD BRONZE DISK SET IN EY2285'CONCRETE IN TOP OF TILE. EY2285' EY2285'THE OLD STATION ITSELF IS STILL IN PLACE NEAR THE EDGE OF THE EY2285'WATER, BUT IS CANTED. EY2285' EY2285'TWO NEW REFERENCE MARKS STANDARD BRONZE DISKS SET IN CONCRETE, IN EY2285'THE TOPS OF TILES WERE ESTABLISHED. EY2285' EY2285'REFERENCE MARK NO.1 IS NEAR A LARGE TWIN GUM TREE AT THE EDGE EY2285'OF A CLEARED FIELD. EY2285' EY2285'REFERENCE MARK NO.2 IS NEAR A 30-INCH GUM. EY2285' EY2285'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS. EY2285 EY2285 STATION RECOVERY (1949) EY2285 EY2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2285'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. THE EY2285'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE EY2285'AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. EY2285'A NEW DESCRIPTION FOLLOWS-- EY2285' EY2285'STATION IS ON THE S SHORE OF THE PAMLICO RIVER AT THE S ENTRANCE EY2285'TO CHOCOWINITY BAY, ON THE TOP OF THE HIGH BLUFF ALONG THE SHORE, EY2285'66.0 FEET N OF THE CENTER OF THE ROAD ALONG THE FIELD, 44.5 FEET EY2285'NE OF THE NE CORNER OF THE LOG CABIN PORCH, AND 16.0 FEET SE OF EY2285'A 30-INCH GUM STUMP AT THE EDGE OF THE BLUFF. MARK IS A BRONZE EY2285'REFERENCE DISK, UNSTAMPED, AND SET IN THE TOP OF A EY2285'CONCRETE-FILLED TILE AND PROJECTING 6 INCHES ABOVE GROUND. EY2285' EY2285'REFERENCE MARK 1 IS E OF THE STATION, 88.0 FEET E OF THE SE EY2285'CORNER OF THE PORCH, 36.0 FEET N OF THE CENTER OF THE ROAD, AND EY2285'10.0 FEET S OF LARGE TWIN GUM STUMPS. IT IS A BRONZE REFERENCE EY2285'DISK, STAMPED NO 1 1933, AND SET IN CONCRETE AT THE CENTER OF EY2285'THE TOP OF A TILE. IT IS FLUSH WITH THE GROUND. EY2285' EY2285'REFERENCE MARK 2 IS S OF THE STATION, 3.0 FEET N OF A LARGE EY2285'STUMP AT THE EDGE OF THE FIELD, 36.6 FEET SE OF THE SE CORNER OF EY2285'THE LOG HOUSE, AND 8.5 FEET S OF THE CENTER OF THE ROAD. IT IS EY2285'A BRONZE REFERENCE DISK, STAMPED NO 2 1933, AND SET IN CONCRETE EY2285'AT THE CENTER OF THE TOP OF A TILE. IT PROJECTS 2 INCHES ABOVE EY2285'GROUND. EY2285' EY2285'TO REACH THE STATION FROM CHOCOWINITY, AT THE INTERSECTION OF EY2285'U.S. HIGHWAY 17 AND STATE HIGHWAY 33, TRAVEL E ON HIGHWAY 33 FOR EY2285'1.5 MILES TO IMPROVED ROAD, 4.15 MILES TO FORK, KEEP LEFT 0.3 MILE EY2285'TO ONE LANE ROAD LEADING TO THE RIVER. PROCEED ON THIS ROAD 1.45 EY2285'MILES TO LOG CABIN AND STATION SITE. EY2285 EY2285 STATION RECOVERY (1967) EY2285 EY2285'RECOVERY NOTE BY US ENGINEERS 1967 EY2285'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY2285'CREEK R.M. 1933 SET IN CONCRETE IN TOP OF TILE. EY2285' EY2285'STATION IS LOCATED 44.6 FT NE OF THE NE CORNER OF LOG CABIN, EY2285'ABOUT 100 FT S FROM THE WATER AT EDGE OF A HIGH BLUFF. STATION EY2285'IS MARKED BY OLD R.M. EY2285' EY2285'TO REACH GO 1.3 MILES E FROM THE ENTRANCE TO CHOCOWINITY BAY. EY2285' EY2285'R.M. 1 INADEQUATE DESCRIPTION. EY2285' EY2285'R.M. 2 IS 74.70 FT AT AN AZIMUTH OF 215 DEG. EY2285 EY2285 STATION RECOVERY (1990) EY2285 EY2285'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY2285'PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17 (IN EY2285'CHOCOWINITY) TO SR 1123, THENCE 4.1 MI (6.6 KM) SOUTHEAST TO SR 1119, EY2285'THENCE 0.3 MI (0.5 KM) EAST TO SR 1122, THENCE FOR 1.25 MI (2.01 KM) EY2285'NORTH AND NORTHWEST TO THE END OF THE ROAD AND THE STATION (ABOUT 200 EY2285'FEET (61.0 M) TO THE EAST). MARK PROJECTS 6 INCHES ABOVE GROUND. EY2285'LOCATED 1.0 FT (0.3 M) SOUTH OF THE TOP OF THE BLUFF, 66.5 FT (20.3 M) EY2285'EAST-NORTHEAST OF THE OLD ROAD BED SOUTH OF THE CABIN, 75.3 FT (23.0 EY2285'M) EAST-NORTHEAST OF REFERENCE MARK 2--AND 24.7 FT (7.5 M) EAST OF A EY2285'7-INCH POPLAR, 17.0 FT (5.2 M) NORTH OF A 6-INCH CHERRY--BOTH WITH EY2285'REFERENCE TAGS. STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS EY2285'DESCRIBED. REFERENCES TO THE FIELD ROAD AND THE GUM STUMP ARE NO EY2285'LONGER VALID. LINE OF SIGHT TO RM 2 IS POSSIBLE WITH LIGHT CUTTING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9118 *********************************************************************** AF9118 DESIGNATION - CROSS AF9118 PID - AF9118 AF9118 STATE/COUNTY- NC/BEAUFORT AF9118 USGS QUAD - PINETOWN (1974) AF9118 AF9118 *CURRENT SURVEY CONTROL AF9118 ___________________________________________________________________ AF9118* NAD 83(1986)- 35 34 21.84811(N) 076 51 48.61046(W) ADJUSTED AF9118* NAVD 88 - 9.4 (meters) 31. (feet) VERT ANG AF9118 ___________________________________________________________________ AF9118 LAPLACE CORR- -1.95 (seconds) DEFLEC99 AF9118 GEOID HEIGHT- -36.82 (meters) GEOID03 AF9118 AF9118 HORZ ORDER - SECOND AF9118 AF9118.The North Carolina HARNS have been completed but, AF9118.due to contractual restrictions, coordinates for these stations AF9118.will NOT be published in the near future. In the interim, the AF9118.published coordinates in North Carolina will not be AF9118.consistent with the Continuously Operating Reference Stations AF9118.(CORS). The HARN coordinates for these stations are available AF9118.upon request. Contact Gary Thompson(919-733-3836). AF9118. AF9118.In addition, the published North Carolina positions AF9118.(NAD 83 (1986)) are NOT consistent with those determined in AF9118.adjacent state readjustments. The discontinuity between stations AF9118.located in North Carolina and those in adjacent states AF9118.which have been adjusted to the HARN may be as much as 5 AF9118.decimeters. This will result in a significant loss of accuracy AF9118.over lines crossing such state borders. AF9118 AF9118 AF9118.The horizontal coordinates were established by classical geodetic methods AF9118.and adjusted by the National Geodetic Survey in July 1998. AF9118 AF9118.The orthometric height was determined by vertical angle observations. AF9118 AF9118.The Laplace correction was computed from DEFLEC99 derived deflections. AF9118 AF9118.The geoid height was determined by GEOID03. AF9118 AF9118; North East Units Scale Factor Converg. AF9118;SPC NC - 204,281.196 803,232.804 MT 0.99988823 +1 13 59.2 AF9118;SPC NC - 670,212.56 2,635,272.96 sFT 0.99988823 +1 13 59.2 AF9118;UTM 18 - 3,938,158.102 331,135.933 MT 0.99995140 -1 05 03.6 AF9118 AF9118! - Elev Factor x Scale Factor = Combined Factor AF9118!SPC NC - 1.00000430 x 0.99988823 = 0.99989253 AF9118!UTM 18 - 1.00000430 x 0.99995140 = 0.99995570 AF9118 AF9118 SUPERSEDED SURVEY CONTROL AF9118 AF9118.No superseded survey control is available for this station. AF9118 AF9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3113638158(NAD 83) AF9118_MARKER: DE = TRAVERSE STATION DISK AF9118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9118_STAMPING: CROSS 1983 AF9118_MARK LOGO: NCGS AF9118_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9118+STABILITY: SURFACE MOTION AF9118 AF9118 HISTORY - Date Condition Report By AF9118 HISTORY - 1983 MONUMENTED NCGS AF9118 AF9118 STATION DESCRIPTION AF9118 AF9118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9118'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTH OF PINETOWN AND 18.0 AF9118'KM (11.20 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 9.6 KM (5.95 MI) AF9118'NORTH FROM US 264, AT SR 1605, IN THE LEFT SHOULDER, IN THE NORTHEAST AF9118'QUADRANT. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 5.9 M (19.4 AF9118'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.5 M (139.4 AF9118'FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF NC 32 AND SR 1605--AND AF9118'12.5 M (41.0 FT) SOUTH OF A POWER POLE, 23.0 M (75.5 FT) NORTHWEST OF AF9118'AN 18-INCH OAK, AND 28.2 M (92.5 FT) NORTHEAST OF AN 18-INCH PINE--ALL AF9118'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4078 *********************************************************************** EY4078 DESIGNATION - CUCKOLDS EY4078 PID - EY4078 EY4078 STATE/COUNTY- NC/BEAUFORT EY4078 USGS QUAD - PANTEGO (1974) EY4078 EY4078 *CURRENT SURVEY CONTROL EY4078 ___________________________________________________________________ EY4078* NAD 83(1986)- 35 34 22.09463(N) 076 38 43.75009(W) ADJUSTED EY4078* NAVD 88 - 1.623 (meters) 5.32 (feet) ADJUSTED EY4078 ___________________________________________________________________ EY4078 LAPLACE CORR- -2.40 (seconds) DEFLEC99 EY4078 GEOID HEIGHT- -37.09 (meters) GEOID03 EY4078 DYNAMIC HT - 1.622 (meters) 5.32 (feet) COMP EY4078 MODELED GRAV- 979,777.5 (mgal) NAVD 88 EY4078 EY4078 HORZ ORDER - SECOND EY4078 VERT ORDER - SECOND CLASS II EY4078 EY4078.The North Carolina HARNS have been completed but, EY4078.due to contractual restrictions, coordinates for these stations EY4078.will NOT be published in the near future. In the interim, the EY4078.published coordinates in North Carolina will not be EY4078.consistent with the Continuously Operating Reference Stations EY4078.(CORS). The HARN coordinates for these stations are available EY4078.upon request. Contact Gary Thompson(919-733-3836). EY4078. EY4078.In addition, the published North Carolina positions EY4078.(NAD 83 (1986)) are NOT consistent with those determined in EY4078.adjacent state readjustments. The discontinuity between stations EY4078.located in North Carolina and those in adjacent states EY4078.which have been adjusted to the HARN may be as much as 5 EY4078.decimeters. This will result in a significant loss of accuracy EY4078.over lines crossing such state borders. EY4078 EY4078 EY4078.The horizontal coordinates were established by classical geodetic methods EY4078.and adjusted by the National Geodetic Survey in July 1998. EY4078 EY4078.The orthometric height was determined by differential leveling EY4078.and adjusted by the National Geodetic Survey in June 1991. EY4078 EY4078.The Laplace correction was computed from DEFLEC99 derived deflections. EY4078 EY4078.The geoid height was determined by GEOID03. EY4078 EY4078.The dynamic height is computed by dividing the NAVD 88 EY4078.geopotential number by the normal gravity value computed on the EY4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4078.degrees latitude (g = 980.6199 gals.). EY4078 EY4078.The modeled gravity was interpolated from observed gravity values. EY4078 EY4078; North East Units Scale Factor Converg. EY4078;SPC NC - 204,735.737 822,988.037 MT 0.99988824 +1 21 32.2 EY4078;SPC NC - 671,703.83 2,700,086.58 sFT 0.99988824 +1 21 32.2 EY4078;UTM 18 - 3,937,813.626 350,893.859 MT 0.99987398 -0 57 26.7 EY4078 EY4078! - Elev Factor x Scale Factor = Combined Factor EY4078!SPC NC - 1.00000557 x 0.99988824 = 0.99989381 EY4078!UTM 18 - 1.00000557 x 0.99987398 = 0.99987955 EY4078 EY4078 SUPERSEDED SURVEY CONTROL EY4078 EY4078 NAVD 88 (07/14/98) 1.62 (m) 5.3 (f) LEVELING 3 EY4078 EY4078.Superseded values are not recommended for survey control. EY4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4078.See file dsdata.txt to determine how the superseded data were derived. EY4078 EY4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5089437814(NAD 83) EY4078_MARKER: DE = TRAVERSE STATION DISK EY4078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4078_SP_SET: CONCRETE POST EY4078_STAMPING: CUCKOLDS 1982 EY4078_MARK LOGO: NCGS EY4078_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4078+STABILITY: SURFACE MOTION EY4078 EY4078 HISTORY - Date Condition Report By EY4078 HISTORY - 1982 MONUMENTED NCGS EY4078 HISTORY - 19840601 GOOD NCGS EY4078 EY4078 STATION DESCRIPTION EY4078 EY4078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4078'1.9 KM (1.2 MI) SE FROM PANTEGO. EY4078'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) SOUTHEAST OF PANTEGO. EY4078'ALONG US 264 FOR 3.1 KM (1.95 MI) NORTH FROM THE INTERSECTION WITH NC EY4078'92, IN THE WEST SHOULDER, ON THE NORTH SIDE OF CUCKOLDS CREEK. THE EY4078'STATION IS A STANDARD NCGS DISK STAMPED---CUCKOLDS 1982---, SET INTO EY4078'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM EY4078'BELOW GROUND. LOCATED 4.9 METERS (16.0 FT) WEST OF THE CENTERLINE OF EY4078'US 264, 11.1 METERS (36.5 FT) NORTH OF THE CENTER OF THE NORTHEAST EY4078'END OF THE GUARDRAIL OF THE CUCKOLDS CREEK BRIDGE, 14.8 METERS (48.6 EY4078'FT) NORTHWEST OF THE CENTER OF THE NORTHWEST END OF THE GUARDRAIL OF EY4078'THE CUCKOLDS CREEK BRIDGE, AND 14.5 METERS (47.7 FT) NORTHEAST OF A EY4078'TELEPHONE POLE (1640) WITH A REFERENCE TAG. EY4078 EY4078 STATION RECOVERY (1984) EY4078 EY4078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4078'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTHEAST OF PANTEGO. ALONG EY4078'US 264 FOR 3.1 KM (1.90 MI) NORTH FROM NC 92, IN THE WEST SHOULDER, ON EY4078'THE NORTH SIDE OF CUCKOLDS CREEK. MARK IS RECESSED 4 INCHES BELOW EY4078'GROUND. LOCATED 4.9 M (16.1 FT) WEST OF THE CENTERLINE OF US 264, EY4078'11.1 M (36.4 FT) NORTH OF THE CENTER OF THE NORTHEAST END OF THE EY4078'GUARDRAIL OF THE CUCKOLDS CREEK BRIDGE, 14.8 M (48.6 FT) NORTHWEST OF EY4078'THE CENTER OF THE NORTHWEST END OF THE GUARDRAIL OF THE CUCKOLDS CREEK EY4078'BRIDGE, AND 14.5 M (47.6 FT) NORTHEAST OF A TELEPHONE POLE (1640) WITH EY4078'A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5914 *********************************************************************** AE5914 DESIGNATION - CULVERT AE5914 PID - AE5914 AE5914 STATE/COUNTY- NC/BEAUFORT AE5914 USGS QUAD - AURORA (1993) AE5914 AE5914 *CURRENT SURVEY CONTROL AE5914 ___________________________________________________________________ AE5914* NAD 83(1986)- 35 21 04.51435(N) 076 47 27.21707(W) ADJUSTED AE5914* NAVD 88 - 4.543 (meters) 14.90 (feet) ADJUSTED AE5914 ___________________________________________________________________ AE5914 LAPLACE CORR- -1.44 (seconds) DEFLEC99 AE5914 GEOID HEIGHT- -37.20 (meters) GEOID03 AE5914 DYNAMIC HT - 4.539 (meters) 14.89 (feet) COMP AE5914 MODELED GRAV- 979,745.6 (mgal) NAVD 88 AE5914 AE5914 HORZ ORDER - SECOND AE5914 VERT ORDER - SECOND CLASS II AE5914 AE5914.The North Carolina HARNS have been completed but, AE5914.due to contractual restrictions, coordinates for these stations AE5914.will NOT be published in the near future. In the interim, the AE5914.published coordinates in North Carolina will not be AE5914.consistent with the Continuously Operating Reference Stations AE5914.(CORS). The HARN coordinates for these stations are available AE5914.upon request. Contact Gary Thompson(919-733-3836). AE5914. AE5914.In addition, the published North Carolina positions AE5914.(NAD 83 (1986)) are NOT consistent with those determined in AE5914.adjacent state readjustments. The discontinuity between stations AE5914.located in North Carolina and those in adjacent states AE5914.which have been adjusted to the HARN may be as much as 5 AE5914.decimeters. This will result in a significant loss of accuracy AE5914.over lines crossing such state borders. AE5914 AE5914 AE5914.The horizontal coordinates were established by classical geodetic methods AE5914.and adjusted by the National Geodetic Survey in April 1998. AE5914 AE5914.The orthometric height was determined by differential leveling AE5914.and adjusted by the National Geodetic Survey in June 1998. AE5914 AE5914.The Laplace correction was computed from DEFLEC99 derived deflections. AE5914 AE5914.The geoid height was determined by GEOID03. AE5914 AE5914.The dynamic height is computed by dividing the NAVD 88 AE5914.geopotential number by the normal gravity value computed on the AE5914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5914.degrees latitude (g = 980.6199 gals.). AE5914 AE5914.The modeled gravity was interpolated from observed gravity values. AE5914 AE5914; North East Units Scale Factor Converg. AE5914;SPC NC - 179,861.090 810,359.071 MT 0.99987409 +1 16 30.1 AE5914;SPC NC - 590,094.26 2,658,653.05 sFT 0.99987409 +1 16 30.1 AE5914;UTM 18 - 3,913,468.682 337,270.589 MT 0.99992635 -1 02 11.1 AE5914 AE5914! - Elev Factor x Scale Factor = Combined Factor AE5914!SPC NC - 1.00000513 x 0.99987409 = 0.99987921 AE5914!UTM 18 - 1.00000513 x 0.99992635 = 0.99993147 AE5914 AE5914 SUPERSEDED SURVEY CONTROL AE5914 AE5914 NGVD 29 (04/29/98) 4.89 (m) 16.0 (f) LEVELING 3 AE5914 AE5914.Superseded values are not recommended for survey control. AE5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5914.See file dsdata.txt to determine how the superseded data were derived. AE5914 AE5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3727113469(NAD 83) AE5914_MARKER: DH = HORIZONTAL CONTROL DISK AE5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5914_STAMPING: CULVERT 1983 AE5914_MARK LOGO: NCGS AE5914_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5914+STABILITY: SURFACE MOTION AE5914 AE5914 HISTORY - Date Condition Report By AE5914 HISTORY - 1983 MONUMENTED NCGS AE5914 AE5914 STATION DESCRIPTION AE5914 AE5914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5914'STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTH OF AURORA, AND 8.4 KM AE5914'(5.20 MI) EAST-NORTHEAST OF EDWARD. ALONG NC 306 FOR 6.6 KM (4.10 MI) AE5914'NORTH OF NC 33 (IN WEST AURORA), NEAR A HIGHWAY CULVERT. MARK IS AE5914'RECESSED 3 INCHES BELOW GROUND. LOCATED 6.0 M (19.7 FT) AE5914'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.3 M (27.2 FT) AE5914'SOUTH OF THE NORTH END OF A HIGHWAY CULVERT, 21.0 M (68.9 FT) AE5914'NORTHWEST OF THE SOUTH END OF A HIGHWAY CULVERT, AND 32.9 M (107.9 FT) AE5914'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3803 *********************************************************************** EY3803 DESIGNATION - CURVE EY3803 PID - EY3803 EY3803 STATE/COUNTY- NC/BEAUFORT EY3803 USGS QUAD - AURORA (1993) EY3803 EY3803 *CURRENT SURVEY CONTROL EY3803 ___________________________________________________________________ EY3803* NAD 83(1986)- 35 19 29.26308(N) 076 47 33.15592(W) ADJUSTED EY3803* NAVD 88 - 3.0 (meters) 10. (feet) VERTCON EY3803 ___________________________________________________________________ EY3803 LAPLACE CORR- -1.46 (seconds) DEFLEC99 EY3803 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3803 EY3803 HORZ ORDER - SECOND EY3803 EY3803.The North Carolina HARNS have been completed but, EY3803.due to contractual restrictions, coordinates for these stations EY3803.will NOT be published in the near future. In the interim, the EY3803.published coordinates in North Carolina will not be EY3803.consistent with the Continuously Operating Reference Stations EY3803.(CORS). The HARN coordinates for these stations are available EY3803.upon request. Contact Gary Thompson(919-733-3836). EY3803. EY3803.In addition, the published North Carolina positions EY3803.(NAD 83 (1986)) are NOT consistent with those determined in EY3803.adjacent state readjustments. The discontinuity between stations EY3803.located in North Carolina and those in adjacent states EY3803.which have been adjusted to the HARN may be as much as 5 EY3803.decimeters. This will result in a significant loss of accuracy EY3803.over lines crossing such state borders. EY3803 EY3803 EY3803.The horizontal coordinates were established by classical geodetic methods EY3803.and adjusted by the National Geodetic Survey in April 1998. EY3803 EY3803.The NAVD 88 height was computed by applying the VERTCON shift value to EY3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3803 EY3803.The Laplace correction was computed from DEFLEC99 derived deflections. EY3803 EY3803.The geoid height was determined by GEOID03. EY3803 EY3803; North East Units Scale Factor Converg. EY3803;SPC NC - 176,923.345 810,274.440 MT 0.99987340 +1 16 26.7 EY3803;SPC NC - 580,456.01 2,658,375.39 sFT 0.99987340 +1 16 26.7 EY3803;UTM 18 - 3,910,536.584 337,067.549 MT 0.99992716 -1 02 12.1 EY3803 EY3803! - Elev Factor x Scale Factor = Combined Factor EY3803!SPC NC - 1.00000537 x 0.99987340 = 0.99987877 EY3803!UTM 18 - 1.00000537 x 0.99992716 = 0.99993253 EY3803 EY3803: Primary Azimuth Mark Grid Az EY3803:SPC NC - CEDAR 020 25 49.1 EY3803:UTM 18 - CEDAR 022 44 27.9 EY3803 EY3803|---------------------------------------------------------------------| EY3803| PID Reference Object Distance Geod. Az | EY3803| dddmmss.s | EY3803| EY3800 CEDAR APPROX. 1.0 KM 0214215.8 | EY3803|---------------------------------------------------------------------| EY3803 EY3803 SUPERSEDED SURVEY CONTROL EY3803 EY3803 NAD 83(1986)- 35 19 29.26937(N) 076 47 33.15074(W) AD( ) 2 EY3803 NAD 27 - 35 19 28.64724(N) 076 47 34.41266(W) AD( ) 2 EY3803 NGVD 29 (04/29/98) 3.3 (m) 11. (f) VERT ANG EY3803 EY3803.Superseded values are not recommended for survey control. EY3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3803.See file dsdata.txt to determine how the superseded data were derived. EY3803 EY3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3706810537(NAD 83) EY3803_MARKER: DE = TRAVERSE STATION DISK EY3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3803_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3803_STAMPING: CURVE 1983 EY3803_MARK LOGO: NCGS EY3803_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3803+STABILITY: SURFACE MOTION EY3803 EY3803 HISTORY - Date Condition Report By EY3803 HISTORY - 1966 MONUMENTED NCGS EY3803 HISTORY - 19830101 GOOD NCGS EY3803 EY3803 STATION DESCRIPTION EY3803 EY3803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3803'CURVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3803'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3803' EY3803'CURVE IS 1.4 MILES N OF AURORA. LOCATED 0.4 MILES E ALONG EY3803'SR 1942 FROM INTERSECTION OF SR 1940 AND SR 1942. 2.3 MILES EY3803'SSW OF SR 1945. ON TOP OF DITCH BANK ON S SIDE OF SR 1942 AND EY3803'IN CURVE OF SR 1942. EY3803' EY3803'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3803'CURVE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3803'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3803' EY3803'MARK IS EY3803' EY3803'26.6 FT E OF C/L OF SR 1942 EY3803' EY3803'16.5 FT E OF YELLOW ARROW PAINTED ON SR 1942 EY3803' EY3803'132.4 FT N OF PP WITH ALUMINUM REF. TAG EY3803' EY3803'133.5 FT NNE OF PP WITH ALUMINUM REF. TAG EY3803' EY3803'74.0 FT S OF TELEPHONE SERVICE BOX WITH ALUMINUM REF. TAG EY3803' EY3803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3803 EY3803 STATION RECOVERY (1983) EY3803 EY3803'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3803'PROCEED NORTH ALONG NC 306 F0R 2.9 KM (1.80 MI) NORTH FROM NC 33 (IN EY3803'WEST AURORA), TO SR 1942 WEST AND A DIRT ROAD EAST, THENCE ALONG THE EY3803'DIRT ROAD FOR 0.6 KM (0.35 MI) EAST, OR 3.7 KM (2.30 MI) EY3803'SOUTH-SOUTHWEST OF SR 1945, AND ON TOP OF A DITCH BANK IN A ROAD EY3803'CURVE. MARK PROJECTS 4 INCHES ABOVE GROUND. LOCATED 8.1 M (26.6 FT) EY3803'EAST OF THE CENTER OF THE DIRT ROAD--AND 22.6 M (74.1 FT) SOUTH OF EY3803'TELEPHONE PEDESTAL ON POLE, 40.4 M (132.5 FT) NORTHEAST OF A POWER EY3803'POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4117 *********************************************************************** EY4117 DESIGNATION - CUTLER EY4117 PID - EY4117 EY4117 STATE/COUNTY- NC/BEAUFORT EY4117 USGS QUAD - BUNYAN (1974) EY4117 EY4117 *CURRENT SURVEY CONTROL EY4117 ___________________________________________________________________ EY4117* NAD 83(1986)- 35 31 06.30540(N) 076 55 25.54079(W) ADJUSTED EY4117* NAVD 88 - 9.051 (meters) 29.69 (feet) ADJUSTED EY4117 ___________________________________________________________________ EY4117 LAPLACE CORR- -2.07 (seconds) DEFLEC99 EY4117 GEOID HEIGHT- -36.82 (meters) GEOID03 EY4117 DYNAMIC HT - 9.043 (meters) 29.67 (feet) COMP EY4117 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EY4117 EY4117 HORZ ORDER - SECOND EY4117 VERT ORDER - SECOND CLASS II EY4117 EY4117.The North Carolina HARNS have been completed but, EY4117.due to contractual restrictions, coordinates for these stations EY4117.will NOT be published in the near future. In the interim, the EY4117.published coordinates in North Carolina will not be EY4117.consistent with the Continuously Operating Reference Stations EY4117.(CORS). The HARN coordinates for these stations are available EY4117.upon request. Contact Gary Thompson(919-733-3836). EY4117. EY4117.In addition, the published North Carolina positions EY4117.(NAD 83 (1986)) are NOT consistent with those determined in EY4117.adjacent state readjustments. The discontinuity between stations EY4117.located in North Carolina and those in adjacent states EY4117.which have been adjusted to the HARN may be as much as 5 EY4117.decimeters. This will result in a significant loss of accuracy EY4117.over lines crossing such state borders. EY4117 EY4117 EY4117.The horizontal coordinates were established by classical geodetic methods EY4117.and adjusted by the National Geodetic Survey in July 1998. EY4117 EY4117.The orthometric height was determined by differential leveling EY4117.and adjusted by the National Geodetic Survey in June 1991. EY4117 EY4117.The Laplace correction was computed from DEFLEC99 derived deflections. EY4117 EY4117.The geoid height was determined by GEOID03. EY4117 EY4117.The dynamic height is computed by dividing the NAVD 88 EY4117.geopotential number by the normal gravity value computed on the EY4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4117.degrees latitude (g = 980.6199 gals.). EY4117 EY4117.The modeled gravity was interpolated from observed gravity values. EY4117 EY4117; North East Units Scale Factor Converg. EY4117;SPC NC - 198,140.773 797,898.389 MT 0.99988338 +1 11 54.0 EY4117;SPC NC - 650,066.85 2,617,771.63 sFT 0.99988338 +1 11 54.0 EY4117;UTM 18 - 3,932,237.888 325,557.214 MT 0.99997501 -1 07 04.5 EY4117 EY4117! - Elev Factor x Scale Factor = Combined Factor EY4117!SPC NC - 1.00000436 x 0.99988338 = 0.99988774 EY4117!UTM 18 - 1.00000436 x 0.99997501 = 0.99997937 EY4117 EY4117 SUPERSEDED SURVEY CONTROL EY4117 EY4117 NAVD 88 (07/14/98) 9.05 (m) 29.7 (f) LEVELING 3 EY4117 EY4117.Superseded values are not recommended for survey control. EY4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4117.See file dsdata.txt to determine how the superseded data were derived. EY4117 EY4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2555732238(NAD 83) EY4117_MARKER: DE = TRAVERSE STATION DISK EY4117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4117_SP_SET: CONCRETE POST EY4117_STAMPING: CUTLER 1982 EY4117_MARK LOGO: NCGS EY4117_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4117+STABILITY: SURFACE MOTION EY4117 EY4117 HISTORY - Date Condition Report By EY4117 HISTORY - 1982 MONUMENTED NCGS EY4117 HISTORY - 19980601 GOOD NCGS EY4117 EY4117 STATION DESCRIPTION EY4117 EY4117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4117'12.9 KM (8.0 MI) ESE FROM WASHINGTON. EY4117'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-SOUTHEAST OF EY4117'WASHINGTON AND 24.8 KM (15.4 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4117'264 FOR 2.7 KM (1.65 MI) EAST FROM THE INTERSECTION WITH NC 32, OR EY4117'2.1 KM (1.3 MI) EAST FROM THE INTERSECTION WITH NC 92, AT THE EY4117'INTERSECTION WITH SR 1332, IN THE NORTH SHOULDER. THE STATION IS A EY4117'STANDARD NCGS DISK STAMPED---CUTLER 1982---, SET INTO THE TOP OF A EY4117'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW EY4117'GROUND. LOCATED 5.4 METERS (17.8 FT) NORTHEAST OF THE CENTERLINE OF EY4117'US 264, 17.1 METERS (56.0 FT) SOUTHEAST OF THE PROJECTED CENTERLINE EY4117'INTERSECTION OF US 264 WITH SR 1332, 17.6 METERS (57.6 FT) SOUTHEAST EY4117'OF THE EAST END OF A CULVERT UNDER A FIELD ROAD, 29.1 METERS (95.5 EY4117'FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG, AND 29.0 METERS EY4117'(95.0 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER. EY4117 EY4117 STATION RECOVERY (1998) EY4117 EY4117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 EY4117'STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST-SOUTHEAST OF EY4117'WASHINGTON AND 24.8 KM (15.40 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4117'264 FOR 2.7 KM (1.65 MI) EAST FROM NC 32, OR 2.1 KM (1.30 MI) EAST EY4117'FROM NC 92, AT SR 1332, IN THE NORTH SHOULDER. MARK IS RECESSED 4 EY4117'INCHES BELOW GROUND. LOCATED 5.4 M (17.7 FT) NORTHEAST OF THE EY4117'CENTERLINE OF US 264, 17.1 M (56.1 FT) SOUTHEAST OF THE PROJECTED EY4117'CENTERLINE INTERSECTION OF US 264 WITH SR 1332, 17.6 M (57.7 FT) EY4117'SOUTHEAST OF THE EAST END OF A CULVERT UNDER A FIELD ROAD, 29.1 M EY4117'(95.5 FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG, AND 29.0 M EY4117'(95.1 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2108 *********************************************************************** EY2108 DESIGNATION - CYPRESS 2 EY2108 PID - EY2108 EY2108 STATE/COUNTY- NC/BEAUFORT EY2108 USGS QUAD - WASHINGTON (1983) EY2108 EY2108 *CURRENT SURVEY CONTROL EY2108 ___________________________________________________________________ EY2108* NAD 83(1986)- 35 30 56.10343(N) 077 01 57.52212(W) ADJUSTED EY2108* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2108 ___________________________________________________________________ EY2108 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2108 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2108 EY2108 HORZ ORDER - THIRD EY2108 EY2108.The North Carolina HARNS have been completed but, EY2108.due to contractual restrictions, coordinates for these stations EY2108.will NOT be published in the near future. In the interim, the EY2108.published coordinates in North Carolina will not be EY2108.consistent with the Continuously Operating Reference Stations EY2108.(CORS). The HARN coordinates for these stations are available EY2108.upon request. Contact Gary Thompson(919-733-3836). EY2108. EY2108.In addition, the published North Carolina positions EY2108.(NAD 83 (1986)) are NOT consistent with those determined in EY2108.adjacent state readjustments. The discontinuity between stations EY2108.located in North Carolina and those in adjacent states EY2108.which have been adjusted to the HARN may be as much as 5 EY2108.decimeters. This will result in a significant loss of accuracy EY2108.over lines crossing such state borders. EY2108 EY2108 EY2108.The horizontal coordinates were established by classical geodetic methods EY2108.and adjusted by the National Geodetic Survey in July 1986. EY2108 EY2108.The orthometric height was scaled from a topographic map. EY2108 EY2108.The Laplace correction was computed from DEFLEC99 derived deflections. EY2108 EY2108.The geoid height was determined by GEOID03. EY2108 EY2108; North East Units Scale Factor Converg. EY2108;SPC NC - 197,625.334 788,031.123 MT 0.99988316 +1 08 07.8 EY2108;SPC NC - 648,375.78 2,585,398.78 sFT 0.99988316 +1 08 07.8 EY2108;UTM 18 - 3,932,121.680 315,676.058 MT 1.00001870 -1 10 52.1 EY2108 EY2108! - Elev Factor x Scale Factor = Combined Factor EY2108!SPC NC - 1.00000581 x 0.99988316 = 0.99988897 EY2108!UTM 18 - 1.00000581 x 1.00001870 = 1.00002451 EY2108 EY2108: Primary Azimuth Mark Grid Az EY2108:SPC NC - AUSTIN POINT 2 044 18 56.5 EY2108:UTM 18 - AUSTIN POINT 2 046 37 56.4 EY2108 EY2108|---------------------------------------------------------------------| EY2108| PID Reference Object Distance Geod. Az | EY2108| dddmmss.s | EY2108| EY2143 PAMLICO CHEMICAL CO STACK APPROX. 1.3 KM 0193402.2 | EY2108| EY2188 AUSTIN POINT 2 APPROX. 1.1 KM 0452704.3 | EY2108| EY2200 CYPRESS 2 RM 9.409 METERS 22207 | EY2108| EY2152 RODMAN POINT SHOAL LIGHT OLD APPROX. 1.4 KM 3320911.4 | EY2108| EY2191 RODMAN POINT SHOAL LIGHT NEW APPROX. 1.1 KM 3335154.7 | EY2108| EY2136 MC WILLIAMS PT SHOAL LT OLD APPROX. 0.7 KM 3490008.9 | EY2108|---------------------------------------------------------------------| EY2108 EY2108 SUPERSEDED SURVEY CONTROL EY2108 EY2108 NAD 27 - 35 30 55.51900(N) 077 01 58.69500(W) AD( ) 3 EY2108 EY2108.Superseded values are not recommended for survey control. EY2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2108.See file dsdata.txt to determine how the superseded data were derived. EY2108 EY2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1567632122(NAD 83) EY2108_MARKER: DD = SURVEY DISK EY2108_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY2108_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2108_MARK LOGO: USE EY2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2108 EY2108 HISTORY - Date Condition Report By EY2108 HISTORY - 1914 MONUMENTED USE EY2108 HISTORY - 1933 MARK NOT FOUND CGS EY2108 EY2108 STATION DESCRIPTION EY2108 EY2108'DESCRIBED BY US ENGINEERS 1914 (PCW) EY2108'STATION IS ON THE S SIDE OF PAMLICO RIVER, ABOUT 2 MILES BELOW EY2108'WASHINGTON, DIRECTLY OPPOSITE AUSTINS POINT, AT THE EDGE OF A EY2108'CYPRESS SWAMP, ON GROUND COVERED AT HIGH WATER. EY2108' EY2108'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2108'CONCRETE, IN THE TOPS OF TILES. EY2108' EY2108'THE REFERENCE MARK IS 9.50 METERS (31.2 FEET) FROM THE EY2108'STATION S 24 DEG 07 MIN W. EY2108 EY2108 STATION RECOVERY (1933) EY2108 EY2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2108'STATION HAS BEEN LOST FROM SHORE EROSION. THE OLD REFERENCE EY2108'MARK IS STILL IN PLACE IN GOOD CONDITION, AND IS TIED TO NEW EY2108'STATION. EY2108' EY2108'A NEW STATION PRESS, HAS BEEN ESTABLISHED IN THE SAME LOCALITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0426 *********************************************************************** EY0426 DESIGNATION - D 164 EY0426 PID - EY0426 EY0426 STATE/COUNTY- NC/BEAUFORT EY0426 USGS QUAD - BUNYAN (1974) EY0426 EY0426 *CURRENT SURVEY CONTROL EY0426 ___________________________________________________________________ EY0426* NAD 83(1986)- 35 31 05.99226(N) 076 55 27.00087(W) ADJUSTED EY0426* NAVD 88 - 9.135 (meters) 29.97 (feet) ADJUSTED EY0426 ___________________________________________________________________ EY0426 LAPLACE CORR- -2.07 (seconds) DEFLEC99 EY0426 GEOID HEIGHT- -36.82 (meters) GEOID03 EY0426 DYNAMIC HT - 9.127 (meters) 29.94 (feet) COMP EY0426 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EY0426 EY0426 HORZ ORDER - SECOND EY0426 VERT ORDER - SECOND CLASS 0 EY0426 EY0426.The North Carolina HARNS have been completed but, EY0426.due to contractual restrictions, coordinates for these stations EY0426.will NOT be published in the near future. In the interim, the EY0426.published coordinates in North Carolina will not be EY0426.consistent with the Continuously Operating Reference Stations EY0426.(CORS). The HARN coordinates for these stations are available EY0426.upon request. Contact Gary Thompson(919-733-3836). EY0426. EY0426.In addition, the published North Carolina positions EY0426.(NAD 83 (1986)) are NOT consistent with those determined in EY0426.adjacent state readjustments. The discontinuity between stations EY0426.located in North Carolina and those in adjacent states EY0426.which have been adjusted to the HARN may be as much as 5 EY0426.decimeters. This will result in a significant loss of accuracy EY0426.over lines crossing such state borders. EY0426 EY0426 EY0426.The horizontal coordinates were established by classical geodetic methods EY0426.and adjusted by the National Geodetic Survey in July 1998. EY0426 EY0426.The orthometric height was determined by differential leveling EY0426.and adjusted by the National Geodetic Survey in June 1991. EY0426.WARNING-Repeat measurements at this control monument indicate possible EY0426.vertical movement. EY0426 EY0426.The Laplace correction was computed from DEFLEC99 derived deflections. EY0426 EY0426.The geoid height was determined by GEOID03. EY0426 EY0426.The dynamic height is computed by dividing the NAVD 88 EY0426.geopotential number by the normal gravity value computed on the EY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0426.degrees latitude (g = 980.6199 gals.). EY0426 EY0426.The modeled gravity was interpolated from observed gravity values. EY0426 EY0426; North East Units Scale Factor Converg. EY0426;SPC NC - 198,130.356 797,861.813 MT 0.99988338 +1 11 53.2 EY0426;SPC NC - 650,032.68 2,617,651.63 sFT 0.99988338 +1 11 53.2 EY0426;UTM 18 - 3,932,228.957 325,520.244 MT 0.99997517 -1 07 05.3 EY0426 EY0426! - Elev Factor x Scale Factor = Combined Factor EY0426!SPC NC - 1.00000435 x 0.99988338 = 0.99988772 EY0426!UTM 18 - 1.00000435 x 0.99997517 = 0.99997952 EY0426 EY0426 SUPERSEDED SURVEY CONTROL EY0426 EY0426 NAVD 88 (07/14/98) 9.14 (m) 30.0 (f) LEVELING 3 EY0426 NGVD 29 (??/??/92) 9.478 (m) 31.10 (f) ADJ UNCH 2 0 EY0426 EY0426.Superseded values are not recommended for survey control. EY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0426.See file dsdata.txt to determine how the superseded data were derived. EY0426 EY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2552032229(NAD 83) EY0426_MARKER: DB = BENCH MARK DISK EY0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0426_SP_SET: CONCRETE POST EY0426_STAMPING: D 164 1963 EY0426_MARK LOGO: CGS EY0426_MAGNETIC: N = NO MAGNETIC MATERIAL EY0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0426+STABILITY: SURFACE MOTION EY0426 EY0426 HISTORY - Date Condition Report By EY0426 HISTORY - 1963 MONUMENTED CGS EY0426 HISTORY - 1982 GOOD NCGS EY0426 HISTORY - 19820101 GOOD NCGS EY0426 HISTORY - 1989 GOOD USPSQD EY0426 HISTORY - 1989 GOOD USPSQD EY0426 EY0426 STATION DESCRIPTION EY0426 EY0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0426'6.8 MI NW FROM BATH. EY0426'ABOUT 6.8 MILES NORTHWEST ALONG STATE HIGHWAY 92 AND U.S. HIGHWAY EY0426'264 FROM THE WEST END OF THE LARGE STATE HIGHWAY BRIDGE OVER BATH EY0426'CREEK AT BATH, NEAR THE T JUNCTION OF COUNTY ROAD NO. 1332 LEADING EY0426'SOUTH, 69 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, EY0426'51 FEET NORTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 45.8 EY0426'FEET NORTH OF THE NORTH CORNER OF A TOBACCO BARN, 22 FEET NORTH EY0426'OF A 30-INCH OAK TREE, 28 1/2 FEET NORTHEAST OF A 30-INCH OAK TREE, EY0426'2 1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. 338, 2 1/2 FEET NORTHWEST EY0426'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET EY0426'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL EY0426'OF THE GROUND. EY0426 EY0426 STATION RECOVERY (1982) EY0426 EY0426'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0426'RECOVERED IN GOOD CONDITION. EY0426 EY0426 STATION RECOVERY (1982) EY0426 EY0426'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0426'RECOVERED AS DESCRIBED. MARK IS LOCATED 34.0 FT (10.4 M) NORTHEAST OF EY0426'A POWER POLE WITH A REFERENCE TAG. EY0426 EY0426 STATION RECOVERY (1989) EY0426 EY0426'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY0426'RECOVERED IN GOOD CONDITION. EY0426 EY0426 STATION RECOVERY (1989) EY0426 EY0426'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ) EY0426'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9123 *********************************************************************** AF9123 DESIGNATION - DALTON AF9123 PID - AF9123 AF9123 STATE/COUNTY- NC/BEAUFORT AF9123 USGS QUAD - PINETOWN (1974) AF9123 AF9123 *CURRENT SURVEY CONTROL AF9123 ___________________________________________________________________ AF9123* NAD 83(1986)- 35 36 19.53129(N) 076 49 10.32983(W) ADJUSTED AF9123* NAVD 88 - 11.0 (meters) 36. (feet) VERT ANG AF9123 ___________________________________________________________________ AF9123 LAPLACE CORR- -2.05 (seconds) DEFLEC99 AF9123 GEOID HEIGHT- -36.83 (meters) GEOID03 AF9123 AF9123 HORZ ORDER - SECOND AF9123 AF9123.The North Carolina HARNS have been completed but, AF9123.due to contractual restrictions, coordinates for these stations AF9123.will NOT be published in the near future. In the interim, the AF9123.published coordinates in North Carolina will not be AF9123.consistent with the Continuously Operating Reference Stations AF9123.(CORS). The HARN coordinates for these stations are available AF9123.upon request. Contact Gary Thompson(919-733-3836). AF9123. AF9123.In addition, the published North Carolina positions AF9123.(NAD 83 (1986)) are NOT consistent with those determined in AF9123.adjacent state readjustments. The discontinuity between stations AF9123.located in North Carolina and those in adjacent states AF9123.which have been adjusted to the HARN may be as much as 5 AF9123.decimeters. This will result in a significant loss of accuracy AF9123.over lines crossing such state borders. AF9123 AF9123 AF9123.The horizontal coordinates were established by classical geodetic methods AF9123.and adjusted by the National Geodetic Survey in July 1998. AF9123 AF9123.The orthometric height was determined by vertical angle observations. AF9123 AF9123.The Laplace correction was computed from DEFLEC99 derived deflections. AF9123 AF9123.The geoid height was determined by GEOID03. AF9123 AF9123; North East Units Scale Factor Converg. AF9123;SPC NC - 207,993.540 807,137.251 MT 0.99989158 +1 15 30.6 AF9123;SPC NC - 682,392.14 2,648,082.80 sFT 0.99989158 +1 15 30.6 AF9123;UTM 18 - 3,941,709.696 335,187.534 MT 0.99993474 -1 03 34.5 AF9123 AF9123! - Elev Factor x Scale Factor = Combined Factor AF9123!SPC NC - 1.00000405 x 0.99989158 = 0.99989563 AF9123!UTM 18 - 1.00000405 x 0.99993474 = 0.99993879 AF9123 AF9123 SUPERSEDED SURVEY CONTROL AF9123 AF9123.No superseded survey control is available for this station. AF9123 AF9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3518841710(NAD 83) AF9123_MARKER: DE = TRAVERSE STATION DISK AF9123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9123_STAMPING: DALTON 1983 AF9123_MARK LOGO: NCGS AF9123_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9123+STABILITY: SURFACE MOTION AF9123 AF9123 HISTORY - Date Condition Report By AF9123 HISTORY - 1983 MONUMENTED NCGS AF9123 AF9123 STATION DESCRIPTION AF9123 AF9123'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS) AF9123'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST OF PINETOWN AND 14.0 MI AF9123'(22.5 KM) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 9.5 MI (15.3 AF9123'KM) NORTH FROM US 264, IN THE RIGHT SHOULDER OF THE HIGHWAY, ABOUT AF9123'0.65 MI (1.05 KM) NORTH FROM THE RAILROAD CROSSING AT ACRE STATION. AF9123'MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 15.0 FT (4.6 M) AF9123'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.5 FT (5.3 M) NORTHWEST AF9123'OF A FENCE, 123.0 FT (37.5 M) NORTHEAST OF THE SOUTHWEST END OF A AF9123'DRIVEWAY CULVERT ON THE SOUTHEAST SIDE OF THE HIGHWAY, 65.5 FT (20.0 AF9123'M) NORTH OF A FENCE CORNER, AND 160.2 FT (48.8 M) SOUTHWEST OF A AF9123'20-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3471 *********************************************************************** EY3471 DESIGNATION - DAN EY3471 PID - EY3471 EY3471 STATE/COUNTY- NC/BEAUFORT EY3471 USGS QUAD - PAMLICO BEACH (1974) EY3471 EY3471 *CURRENT SURVEY CONTROL EY3471 ___________________________________________________________________ EY3471* NAD 83(1986)- 35 27 55.06333(N) 076 36 04.71491(W) ADJUSTED EY3471* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3471 ___________________________________________________________________ EY3471 LAPLACE CORR- -1.65 (seconds) DEFLEC99 EY3471 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3471 EY3471 HORZ ORDER - SECOND EY3471 EY3471.The North Carolina HARNS have been completed but, EY3471.due to contractual restrictions, coordinates for these stations EY3471.will NOT be published in the near future. In the interim, the EY3471.published coordinates in North Carolina will not be EY3471.consistent with the Continuously Operating Reference Stations EY3471.(CORS). The HARN coordinates for these stations are available EY3471.upon request. Contact Gary Thompson(919-733-3836). EY3471. EY3471.In addition, the published North Carolina positions EY3471.(NAD 83 (1986)) are NOT consistent with those determined in EY3471.adjacent state readjustments. The discontinuity between stations EY3471.located in North Carolina and those in adjacent states EY3471.which have been adjusted to the HARN may be as much as 5 EY3471.decimeters. This will result in a significant loss of accuracy EY3471.over lines crossing such state borders. EY3471 EY3471 EY3471.The horizontal coordinates were established by classical geodetic methods EY3471.and adjusted by the National Geodetic Survey in July 1986. EY3471 EY3471.The orthometric height was scaled from a topographic map. EY3471 EY3471.The Laplace correction was computed from DEFLEC99 derived deflections. EY3471 EY3471.The geoid height was determined by GEOID03. EY3471 EY3471; North East Units Scale Factor Converg. EY3471;SPC NC - 192,908.357 827,279.083 MT 0.99987951 +1 23 04.0 EY3471;SPC NC - 632,900.17 2,714,164.79 sFT 0.99987951 +1 23 04.0 EY3471;UTM 18 - 3,925,822.764 354,703.586 MT 0.99986016 -0 55 45.3 EY3471 EY3471! - Elev Factor x Scale Factor = Combined Factor EY3471!SPC NC - 1.00000574 x 0.99987951 = 0.99988525 EY3471!UTM 18 - 1.00000574 x 0.99986016 = 0.99986590 EY3471 EY3471: Primary Azimuth Mark Grid Az EY3471:SPC NC - STOCK 008 46 31.2 EY3471:UTM 18 - STOCK 011 05 20.5 EY3471 EY3471|---------------------------------------------------------------------| EY3471| PID Reference Object Distance Geod. Az | EY3471| dddmmss.s | EY3471| EY3466 STOCK APPROX. 1.9 KM 0100935.2 | EY3471| EY3468 WOODSTOCK POINT BEACON APPROX. 2.4 KM 0312410.9 | EY3471| EY3452 GRASSY POINT BEACON APPROX. 4.8 KM 1443454.5 | EY3471| EY4909 DAN RM 1 19.640 METERS 23643 | EY3471| EY4910 DAN RM 2 13.580 METERS 32954 | EY3471|---------------------------------------------------------------------| EY3471 EY3471 SUPERSEDED SURVEY CONTROL EY3471 EY3471 NAD 27 - 35 27 54.46400(N) 076 36 05.97300(W) AD( ) 2 EY3471 EY3471.Superseded values are not recommended for survey control. EY3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3471.See file dsdata.txt to determine how the superseded data were derived. EY3471 EY3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5470425823(NAD 83) EY3471_MARKER: DS = TRIANGULATION STATION DISK EY3471_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3471_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3471 EY3471 HISTORY - Date Condition Report By EY3471 HISTORY - 1933 MONUMENTED CGS EY3471 HISTORY - 1949 GOOD CGS EY3471 EY3471 STATION DESCRIPTION EY3471 EY3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3471'STATION IS ON THE W SIDE OF THE PUNGO RIVER, ABOUT 0.6 MILE EY3471'N OF JORDAN CREEK, ABOUT OPPOSITE THE MOUTH OF SLADE CREEK, IN EY3471'SAME LOCATION AS OLD STATION JORDAN. EY3471' EY3471'THE STATION IS A STANDARD DISK STAMPED DAN 1933, SET IN TOP EY3471'OF 8-INCH TILE AND SURROUNDED BY A EY3471'CEMENT COLLAR OUTSIDE THE TILE 6 INCHES ABOVE THE GROUND, AND EY3471'IT IS 12 METERS FROM THE WATER LINE AND ABOUT 4 METERS FROM THE EY3471'TIMBER LINE. EY3471' EY3471'REFERENCE MARK NO. 1 IS A STANDARD DISK, EY3471'IN 6-INCH TILE PIPE WITH CEMENT COLLAR AROUND IT, SW OF EY3471'THE STATION, AND NEAR A BLAZED 10-INCH PINE. REFERENCE MARK NO. 2 EY3471'IS SIMILAR TO REFERENCE MARK NO. 1, AND IS N OF THE STATION, EY3471'AND NEAR A BLAZED 6-INCH PINE TREE. EY3471' EY3471'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.4 METERS. EY3471 EY3471 STATION RECOVERY (1949) EY3471 EY3471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3471'STATION AND R.M.S RECOVERED IN GOOD CONDITION. DISTANCES TO EY3471'R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3471'CORRECT. THE STATION IS ONLY ONE FOOT FROM THE SHORE, IS EY3471'PARTIALLY UNDERCUT, AND WILL PROBABLY BE DESTROYED WITHIN EY3471'SEVERAL MONTHS. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY3471'DESCRIPTION FOLLOWS-- EY3471' EY3471'STATION IS LOCATED ON THE W SHORE OF THE PUNGO RIVER, EY3471'APPROXIMATELY 0.5 MILE N OF THE MOUTH OF JORDAN CREEK, ON A EY3471'ROUNDING POINT OF LAND WITH PINE TREES GROWING TO THE SHORELINE, EY3471'AND 1.0 FOOT W AND 3.0 FEET N OF THE SHORELINE. EY3471' EY3471'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE EY3471'CENTER OF TOP OF A TILE AND SURROUNDED BY A CONCRETE COLLAR. DISK EY3471'IS STAMPED DAN 1933. EY3471' EY3471'R.M. 1 IS 36.0 FEET NNW OF THE SHORE, 1.8 FEET W, 5.2 FEET S, EY3471'AND 5.7 FEET N OF BLAZED PINE TREES. IT IS A BRONZE REFERENCE EY3471'DISK SET IN A 6-INCH TILE WITH A CEMENT COLLAR AROUND IT. DISK EY3471'IS STAMPED DAN 1933 NO. 1. EY3471' EY3471'R.M. 2 IS 14.8 FEET W OF THE SHORE OF A SMALL BIGHT AND 6.8 EY3471'FEET WNW OF A 10-INCH PINE WITH A TRIANGULAR BLAZE. IT IS A EY3471'BRONZE REFERENCE DISK SET IN A 6-INCH TILE WITH A CEMENT COLLAR EY3471'AROUND IT. DISK IS STAMPED DAN 1933 NO. 2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9124 *********************************************************************** AF9124 DESIGNATION - DANIELS AF9124 PID - AF9124 AF9124 STATE/COUNTY- NC/BEAUFORT AF9124 USGS QUAD - PINETOWN (1974) AF9124 AF9124 *CURRENT SURVEY CONTROL AF9124 ___________________________________________________________________ AF9124* NAD 83(1986)- 35 36 54.78359(N) 076 48 56.03434(W) ADJUSTED AF9124* NAVD 88 - 10.8 (meters) 35. (feet) VERT ANG AF9124 ___________________________________________________________________ AF9124 LAPLACE CORR- -2.10 (seconds) DEFLEC99 AF9124 GEOID HEIGHT- -36.82 (meters) GEOID03 AF9124 AF9124 HORZ ORDER - SECOND AF9124 AF9124.The North Carolina HARNS have been completed but, AF9124.due to contractual restrictions, coordinates for these stations AF9124.will NOT be published in the near future. In the interim, the AF9124.published coordinates in North Carolina will not be AF9124.consistent with the Continuously Operating Reference Stations AF9124.(CORS). The HARN coordinates for these stations are available AF9124.upon request. Contact Gary Thompson(919-733-3836). AF9124. AF9124.In addition, the published North Carolina positions AF9124.(NAD 83 (1986)) are NOT consistent with those determined in AF9124.adjacent state readjustments. The discontinuity between stations AF9124.located in North Carolina and those in adjacent states AF9124.which have been adjusted to the HARN may be as much as 5 AF9124.decimeters. This will result in a significant loss of accuracy AF9124.over lines crossing such state borders. AF9124 AF9124 AF9124.The horizontal coordinates were established by classical geodetic methods AF9124.and adjusted by the National Geodetic Survey in July 1998. AF9124 AF9124.The orthometric height was determined by vertical angle observations. AF9124 AF9124.The Laplace correction was computed from DEFLEC99 derived deflections. AF9124 AF9124.The geoid height was determined by GEOID03. AF9124 AF9124; North East Units Scale Factor Converg. AF9124;SPC NC - 209,087.542 807,473.034 MT 0.99989265 +1 15 38.8 AF9124;SPC NC - 685,981.38 2,649,184.45 sFT 0.99989265 +1 15 38.8 AF9124;UTM 18 - 3,942,789.266 335,567.309 MT 0.99993320 -1 03 27.0 AF9124 AF9124! - Elev Factor x Scale Factor = Combined Factor AF9124!SPC NC - 1.00000408 x 0.99989265 = 0.99989673 AF9124!UTM 18 - 1.00000408 x 0.99993320 = 0.99993728 AF9124 AF9124 SUPERSEDED SURVEY CONTROL AF9124 AF9124.No superseded survey control is available for this station. AF9124 AF9124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3556742789(NAD 83) AF9124_MARKER: DE = TRAVERSE STATION DISK AF9124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9124_STAMPING: DANIELS 1983 AF9124_MARK LOGO: NCGS AF9124_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9124+STABILITY: SURFACE MOTION AF9124 AF9124 HISTORY - Date Condition Report By AF9124 HISTORY - 1983 MONUMENTED NCGS AF9124 AF9124 STATION DESCRIPTION AF9124 AF9124'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9124'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF PINETOWN AND 23.2 KM AF9124'(14.40 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 16.4 KM AF9124'(10.20 MI) NORTH FROM US 264, IN THE LEFT SHOULDER, ON THE AF9124'PROLONGATION OF THE SOUTH END OF A SMALL FRAME HOUSE. MARK IS RECESSED AF9124'5 INCHES BELOW GROUND. LOCATED 5.5 M (18.0 FT) NORTHWEST OF THE AF9124'CENTERLINE OF THE HIGHWAY, 11.1 M (36.4 FT) SOUTHWEST OF THE AF9124'CENTERLINE OF A DIRT DRIVE, 19.0 M (62.3 FT) WEST OF THE SOUTHWEST END AF9124'OF A DRIVEWAY CULVERT ON THE SOUTH SIDE OF NC 32--AND 5.7 M (18.7 FT) AF9124'SOUTHEAST OF A 12-INCH PINE, 18.5 M (60.7 FT) NORTHWEST OF A CORNER AF9124'FENCE POST--BOTH WITH REFERENCE TAGS. NOTE--MARK WAS SEARCHED FOR IN AF9124'12/1997 AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4091 *********************************************************************** EY4091 DESIGNATION - DAVENPORT EY4091 PID - EY4091 EY4091 STATE/COUNTY- NC/BEAUFORT EY4091 USGS QUAD - PANTEGO (1974) EY4091 EY4091 *CURRENT SURVEY CONTROL EY4091 ___________________________________________________________________ EY4091* NAD 83(1986)- 35 32 40.20922(N) 076 42 16.61621(W) ADJUSTED EY4091* NAVD 88 - 2.819 (meters) 9.25 (feet) ADJUSTED EY4091 ___________________________________________________________________ EY4091 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EY4091 GEOID HEIGHT- -37.05 (meters) GEOID03 EY4091 DYNAMIC HT - 2.817 (meters) 9.24 (feet) COMP EY4091 MODELED GRAV- 979,769.9 (mgal) NAVD 88 EY4091 EY4091 HORZ ORDER - SECOND EY4091 VERT ORDER - SECOND CLASS II EY4091 EY4091.The North Carolina HARNS have been completed but, EY4091.due to contractual restrictions, coordinates for these stations EY4091.will NOT be published in the near future. In the interim, the EY4091.published coordinates in North Carolina will not be EY4091.consistent with the Continuously Operating Reference Stations EY4091.(CORS). The HARN coordinates for these stations are available EY4091.upon request. Contact Gary Thompson(919-733-3836). EY4091. EY4091.In addition, the published North Carolina positions EY4091.(NAD 83 (1986)) are NOT consistent with those determined in EY4091.adjacent state readjustments. The discontinuity between stations EY4091.located in North Carolina and those in adjacent states EY4091.which have been adjusted to the HARN may be as much as 5 EY4091.decimeters. This will result in a significant loss of accuracy EY4091.over lines crossing such state borders. EY4091 EY4091 EY4091.The horizontal coordinates were established by classical geodetic methods EY4091.and adjusted by the National Geodetic Survey in July 1998. EY4091 EY4091.The orthometric height was determined by differential leveling EY4091.and adjusted by the National Geodetic Survey in June 1991. EY4091 EY4091.The Laplace correction was computed from DEFLEC99 derived deflections. EY4091 EY4091.The geoid height was determined by GEOID03. EY4091 EY4091.The dynamic height is computed by dividing the NAVD 88 EY4091.geopotential number by the normal gravity value computed on the EY4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4091.degrees latitude (g = 980.6199 gals.). EY4091 EY4091.The modeled gravity was interpolated from observed gravity values. EY4091 EY4091; North East Units Scale Factor Converg. EY4091;SPC NC - 201,471.350 817,702.761 MT 0.99988560 +1 19 29.4 EY4091;SPC NC - 660,993.92 2,682,746.48 sFT 0.99988560 +1 19 29.4 EY4091;UTM 18 - 3,934,765.513 345,480.990 MT 0.99989423 -0 59 28.1 EY4091 EY4091! - Elev Factor x Scale Factor = Combined Factor EY4091!SPC NC - 1.00000537 x 0.99988560 = 0.99989097 EY4091!UTM 18 - 1.00000537 x 0.99989423 = 0.99989960 EY4091 EY4091 SUPERSEDED SURVEY CONTROL EY4091 EY4091 NAVD 88 (07/14/98) 2.82 (m) 9.3 (f) LEVELING 3 EY4091 EY4091.Superseded values are not recommended for survey control. EY4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4091.See file dsdata.txt to determine how the superseded data were derived. EY4091 EY4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4548134766(NAD 83) EY4091_MARKER: DE = TRAVERSE STATION DISK EY4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4091_SP_SET: CONCRETE POST EY4091_STAMPING: DAVENPORT 1982 EY4091_MARK LOGO: NCGS EY4091_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4091+STABILITY: SURFACE MOTION EY4091 EY4091 HISTORY - Date Condition Report By EY4091 HISTORY - 1982 MONUMENTED NCGS EY4091 HISTORY - 19840601 GOOD NCGS EY4091 EY4091 STATION DESCRIPTION EY4091 EY4091'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4091'6.3 KM (3.9 MI) SW FROM PANTEGO. EY4091'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) SOUTHWEST OF PANTEGO AND EY4091'32.0 KM (19.9 MI) EAST OF WASHINGTON. ALONG US 264 FOR 3.9 KM (2.4 EY4091'MI) EAST FROM YEATESVILLE, OR 0.6 KM (0.35 MI) EAST FROM SR 1714, EY4091'NEAR A LARGE HOUSE. THE STATION IS A STANDARD NCGS DISK EY4091'STAMPED---DAVENPORT 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4091'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 18.3 EY4091'METERS (59.9 FT) SOUTHEAST OF THE CENTERLINE OF US 264, 6.0 METERS EY4091'(19.6 FT) EAST FROM THE SOUTH END OF A DRIVEWAY CULVERT, 7.3 METERS EY4091'(24.0 FT) SOUTH OF A PROPERTY IRON, 2.3 METERS (7.6 FT) SOUTHWEST OF EY4091'THE CENTERLINE OF A DIRT DRIVE--AND 11.3 METERS (37.0 FT) SOUTHWEST EY4091'OF A 30-INCH OAK, 18.2 METERS (59.7 FT) SOUTHWEST OF A POWER POLE EY4091'WITH A TRANSFORMER--BOTH WITH REFERENCE TAGS. EY4091 EY4091 STATION RECOVERY (1984) EY4091 EY4091'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4091'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) SOUTHWEST OF PANTEGO AND EY4091'32.0 KM (19.90 MI) EAST OF WASHINGTON. ALONG US 264 FOR 3.9 KM (2.40 EY4091'MI) EAST FROM YEATESVILLE, OR 0.6 KM (0.35 MI) EAST FROM SR 1714, NEAR EY4091'A LARGE HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 18.3 M EY4091'(60.0 FT) SOUTHEAST OF THE CENTERLINE OF US 264, 6.0 M (19.7 FT) EAST EY4091'FROM THE SOUTH END OF A DRIVEWAY CULVERT, 7.3 M (24.0 FT) SOUTH OF A EY4091'PROPERTY IRON, 2.3 M (7.5 FT) SOUTHWEST OF THE CENTERLINE OF A DIRT EY4091'DRIVE--AND 11.3 M (37.1 FT) SOUTHWEST OF A 30-INCH OAK, 18.2 M (59.7 EY4091'FT) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER--BOTH WITH REFERENCE EY4091'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5887 *********************************************************************** AE5887 DESIGNATION - DAVID AE5887 PID - AE5887 AE5887 STATE/COUNTY- NC/BEAUFORT AE5887 USGS QUAD - HACKNEY (1983) AE5887 AE5887 *CURRENT SURVEY CONTROL AE5887 ___________________________________________________________________ AE5887* NAD 83(1986)- 35 27 33.97456(N) 077 03 39.24711(W) ADJUSTED AE5887* NAVD 88 - 8.356 (meters) 27.41 (feet) ADJUSTED AE5887 ___________________________________________________________________ AE5887 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AE5887 GEOID HEIGHT- -36.72 (meters) GEOID03 AE5887 DYNAMIC HT - 8.349 (meters) 27.39 (feet) COMP AE5887 MODELED GRAV- 979,752.0 (mgal) NAVD 88 AE5887 AE5887 HORZ ORDER - SECOND AE5887 VERT ORDER - SECOND CLASS II AE5887 AE5887.The North Carolina HARNS have been completed but, AE5887.due to contractual restrictions, coordinates for these stations AE5887.will NOT be published in the near future. In the interim, the AE5887.published coordinates in North Carolina will not be AE5887.consistent with the Continuously Operating Reference Stations AE5887.(CORS). The HARN coordinates for these stations are available AE5887.upon request. Contact Gary Thompson(919-733-3836). AE5887. AE5887.In addition, the published North Carolina positions AE5887.(NAD 83 (1986)) are NOT consistent with those determined in AE5887.adjacent state readjustments. The discontinuity between stations AE5887.located in North Carolina and those in adjacent states AE5887.which have been adjusted to the HARN may be as much as 5 AE5887.decimeters. This will result in a significant loss of accuracy AE5887.over lines crossing such state borders. AE5887 AE5887 AE5887.The horizontal coordinates were established by classical geodetic methods AE5887.and adjusted by the National Geodetic Survey in April 1998. AE5887 AE5887.The orthometric height was determined by differential leveling AE5887.and adjusted by the National Geodetic Survey in June 1998. AE5887 AE5887.The Laplace correction was computed from DEFLEC99 derived deflections. AE5887 AE5887.The geoid height was determined by GEOID03. AE5887 AE5887.The dynamic height is computed by dividing the NAVD 88 AE5887.geopotential number by the normal gravity value computed on the AE5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5887.degrees latitude (g = 980.6199 gals.). AE5887 AE5887.The modeled gravity was interpolated from observed gravity values. AE5887 AE5887; North East Units Scale Factor Converg. AE5887;SPC NC - 191,347.366 785,590.340 MT 0.99987914 +1 07 09.1 AE5887;SPC NC - 627,778.82 2,577,390.97 sFT 0.99987914 +1 07 09.1 AE5887;UTM 18 - 3,925,946.581 312,983.196 MT 1.00003103 -1 11 45.3 AE5887 AE5887! - Elev Factor x Scale Factor = Combined Factor AE5887!SPC NC - 1.00000445 x 0.99987914 = 0.99988359 AE5887!UTM 18 - 1.00000445 x 1.00003103 = 1.00003548 AE5887 AE5887 SUPERSEDED SURVEY CONTROL AE5887 AE5887 NGVD 29 (04/29/98) 8.69 (m) 28.5 (f) LEVELING 3 AE5887 AE5887.Superseded values are not recommended for survey control. AE5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5887.See file dsdata.txt to determine how the superseded data were derived. AE5887 AE5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1298325947(NAD 83) AE5887_MARKER: DH = HORIZONTAL CONTROL DISK AE5887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5887_STAMPING: DAVID 1983 AE5887_MARK LOGO: NCGS AE5887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5887+STABILITY: SURFACE MOTION AE5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5887+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5887 AE5887 HISTORY - Date Condition Report By AE5887 HISTORY - 1983 MONUMENTED NCGS AE5887 HISTORY - 19900514 GOOD NCGS AE5887 HISTORY - 20040327 GOOD USPSQD AE5887 AE5887 STATION DESCRIPTION AE5887 AE5887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5887'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTH-SOUTHEAST OF AE5887'CHOCOWINITY, OR 14.3 KM (8.90 MI) NORTHWEST OF COXS CROSSROADS. ALONG AE5887'NC 33 FOR 7.50 KM (4.65 MI) SOUTHEAST OF US 17, OR 0.3 KM (0.20 MI) AE5887'NORTHWEST OF SR 1124, ON THE PROLONGATION OF THE SOUTH SIDE OF A FRAME AE5887'HOUSE. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 4.9 M (16.1 AE5887'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.9 M (42.3 FT) WEST OF AE5887'THE SOUTH END OF A DRIVEWAY CULVERT, 15.7 M (51.5 FT) SOUTH-SOUTHEAST AE5887'OF THE SOUTH END OF A DRIVEWAY CULVERT--AND 13.4 M (44.0 FT) AE5887'NORTH-NORTHEAST OF A TELEPHONE POLE 118, 23.6 M (77.4 FT) AE5887'SOUTH-SOUTHWEST OF A POWER POLE 98--BOTH WITH REFERENCE TAGS. AE5887 AE5887 STATION RECOVERY (1990) AE5887 AE5887'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5887'RECOVERED AS DESCRIBED. AE5887 AE5887 STATION RECOVERY (2004) AE5887 AE5887'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5887'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3551 *********************************************************************** EY3551 DESIGNATION - DAVIS EY3551 PID - EY3551 EY3551 STATE/COUNTY- NC/BEAUFORT EY3551 USGS QUAD - RANSOMVILLE (1983) EY3551 EY3551 *CURRENT SURVEY CONTROL EY3551 ___________________________________________________________________ EY3551* NAD 83(1986)- 35 29 53.09380(N) 076 40 17.79314(W) ADJUSTED EY3551* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3551 ___________________________________________________________________ EY3551 LAPLACE CORR- -1.72 (seconds) DEFLEC99 EY3551 GEOID HEIGHT- -37.15 (meters) GEOID03 EY3551 EY3551 HORZ ORDER - SECOND EY3551 EY3551.The North Carolina HARNS have been completed but, EY3551.due to contractual restrictions, coordinates for these stations EY3551.will NOT be published in the near future. In the interim, the EY3551.published coordinates in North Carolina will not be EY3551.consistent with the Continuously Operating Reference Stations EY3551.(CORS). The HARN coordinates for these stations are available EY3551.upon request. Contact Gary Thompson(919-733-3836). EY3551. EY3551.In addition, the published North Carolina positions EY3551.(NAD 83 (1986)) are NOT consistent with those determined in EY3551.adjacent state readjustments. The discontinuity between stations EY3551.located in North Carolina and those in adjacent states EY3551.which have been adjusted to the HARN may be as much as 5 EY3551.decimeters. This will result in a significant loss of accuracy EY3551.over lines crossing such state borders. EY3551 EY3551 EY3551.The horizontal coordinates were established by classical geodetic methods EY3551.and adjusted by the National Geodetic Survey in July 1986. EY3551 EY3551.The orthometric height was scaled from a topographic map. EY3551 EY3551.The Laplace correction was computed from DEFLEC99 derived deflections. EY3551 EY3551.The geoid height was determined by GEOID03. EY3551 EY3551; North East Units Scale Factor Converg. EY3551;SPC NC - 196,392.643 820,815.384 MT 0.99988180 +1 20 38.0 EY3551;SPC NC - 644,331.53 2,692,958.47 sFT 0.99988180 +1 20 38.0 EY3551;UTM 18 - 3,929,565.178 348,385.910 MT 0.99988328 -0 58 15.1 EY3551 EY3551! - Elev Factor x Scale Factor = Combined Factor EY3551!SPC NC - 1.00000557 x 0.99988180 = 0.99988737 EY3551!UTM 18 - 1.00000557 x 0.99988328 = 0.99988885 EY3551 EY3551: Primary Azimuth Mark Grid Az EY3551:SPC NC - SPRING 206 35 27.0 EY3551:UTM 18 - SPRING 208 54 20.1 EY3551 EY3551|---------------------------------------------------------------------| EY3551| PID Reference Object Distance Geod. Az | EY3551| dddmmss.s | EY3551| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 6.4 KM 0350007.8 | EY3551| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 6.3 KM 0424954.1 | EY3551| EY4148 DAVIS RM 1 41.002 METERS 11236 | EY3551| EY4919 DAVIS RM 2 1675326.0 | EY3551| EY4920 DAVIS RM 3 48.174 METERS 18436 | EY3551| EY0218 SPRING APPROX. 6.0 KM 2075605.0 | EY3551|---------------------------------------------------------------------| EY3551 EY3551 SUPERSEDED SURVEY CONTROL EY3551 EY3551 NAD 27 - 35 29 52.49900(N) 076 40 19.03800(W) AD( ) 2 EY3551 EY3551.Superseded values are not recommended for survey control. EY3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3551.See file dsdata.txt to determine how the superseded data were derived. EY3551 EY3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4838629565(NAD 83) EY3551_MARKER: DS = TRIANGULATION STATION DISK EY3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3551 EY3551 HISTORY - Date Condition Report By EY3551 HISTORY - 1935 MONUMENTED CGS EY3551 HISTORY - 1949 GOOD CGS EY3551 HISTORY - 1978 GOOD USE EY3551 EY3551 STATION DESCRIPTION EY3551 EY3551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3551'STATION IS ON THE S BANK OF PUNGO CREEK, AT THE S END OF THE EY3551'DRAWBRIDGE ON THE BELHAVEN-RANSOMVILLE HIGHWAY, 90 FEET E OF THE EY3551'ROAD, 36 FEET E OF A LOG CABIN AND IN RANGE WITH THE S SIDE OF IT, EY3551'42 FEET S OF THE EDGE OF THE CREEK, AND ABOUT 8 FEET ABOVE THE EY3551'WATER. THE PROPERTY ON WHICH THE STATION IS LOCATED IS OWNED BY EY3551'OTIS BURBAGE. EY3551' EY3551'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD EY3551'BRONZE DISKS SET IN CONCRETE AS DESCRIBED. EY3551' EY3551'REFERENCE MARK NO. 1 IS E OF THE STATION JUST S OF A FENCE EY3551'LINE. REFERENCE MARK NO. 2 (AZIMUTH MARK) IS S BY W OF THE STATION, EY3551'5 METERS W OF THE ROAD OPPOSITE THE MIDDLE OF THE FIRST BEND IN EY3551'THE ROAD. REFERENCE MARK NO. 3 IS S OF THE STATION, ALSO NEAR EY3551'A FENCE LINE. EY3551' EY3551'TO REACH FROM BELHAVEN, GO W ON HIGHWAY 264, 0.9 MILE AND TURN EY3551'LEFT ON RANSOMVILLE HIGHWAY. FOLLOW 3.5 MILES AND BEAR LEFT, AND AT EY3551'1.0 MILE FURTHER COME TO END OF DRAWBRIDGE AND STATION. EY3551' EY3551'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS. EY3551 EY3551 STATION RECOVERY (1949) EY3551 EY3551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3551'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCE EY3551'TO REFERENCE MARKS WERE MEASURED WITH STEEL TAPE AND FOUND TO BE EY3551'CORRECT. ORIGINAL DESCRIPTION IS INADEQUATE. NEW DESCRIPTION EY3551'FOLLOWS-- EY3551' EY3551'STATION IS ON THE S BANK OF PUNGO CREEK, NEAR THE S END OF THE EY3551'DRAWBRIDGE ON THE BELHAVEN-RANSOMVILLE HIGHWAY, 103 FEET E OF THE EY3551'CENTER LINE OF THE ROAD, 42 FEET S OF THE EDGE OF THE CREEK, AND EY3551'ABOUT 12 FEET N OF DRIVE TO HOUSE. EY3551' EY3551'STATION MARK IS A BRONZE STATION DISK, STAMPED DAVIS 1935, SET EY3551'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 EY3551'INCHES ABOVE GROUND. EY3551' EY3551'R.M. 1 IS E OF THE STATION, 12.0 FEET NE OF DRIVE TO HOUSE, AND EY3551'55.5 FEET SE OF A 24-INCH PINE TREE. A BRONZE DISK, STAMPED EY3551'DAVIS NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE EY3551'MONUMENT PROJECTING 1.0 FOOT ABOVE GROUND. EY3551' EY3551'R.M. 2 (AZ. MK.) IS S OF THE STATION, ALONG THE FIRST DIRT ROAD EY3551'LEADING E, ABOUT 0.2 MILE S OF THE DRAWBRIDGE, 203 FEET E OF THE EY3551'RANSOMVILLE-BELHAVEN HIGHWAY, 28.5 FEET N OF CENTER LINE OF DIRT EY3551'ROAD, 29 FEET W OF CENTER LINE OF NARROW DIRT ROAD LEADING N, AND EY3551'5.0 FEET E OF TWIN PINES. A BRONZE REFERENCE DISK, STAMPED DAVIS EY3551'NO 2 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY3551'PROJECTING 2 FEET ABOVE GROUND. EY3551' EY3551'R.M. 3 IS S OF THE STATION, IN A YOUNG PEACH ORCHARD, 73.5 FEET EY3551'E OF CENTER LINE OF MAIN ROAD. A BRONZE DISK, STAMPED DAVIS NO EY3551'3 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY3551'PROJECTING 8 INCHES ABOVE GROUND. EY3551' EY3551'TO REACH STATION FROM BELHAVEN, GO W ON HIGHWAY 264 FOR 0.9 MILE EY3551'AND TURN LEFT ON RANSOMVILLE HIGHWAY. FOLLOW 3.5 MILES AND BEAR EY3551'LEFT, AT 1.0 MILE FURTHER COME TO END OF DRAWBRIDGE AND STATION. EY3551 EY3551 STATION RECOVERY (1978) EY3551 EY3551'RECOVERY NOTE BY US ENGINEERS 1978 (GRN) EY3551'DAVIS 1935 FOUND GOOD, DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9096 *********************************************************************** AF9096 DESIGNATION - DEER AF9096 PID - AF9096 AF9096 STATE/COUNTY- NC/BEAUFORT AF9096 USGS QUAD - BELHAVEN (1974) AF9096 AF9096 *CURRENT SURVEY CONTROL AF9096 ___________________________________________________________________ AF9096* NAD 83(1986)- 35 34 09.29211(N) 076 30 52.07586(W) ADJUSTED AF9096* NAVD 88 - 1.3 (meters) 4. (feet) VERT ANG AF9096 ___________________________________________________________________ AF9096 LAPLACE CORR- -3.72 (seconds) DEFLEC99 AF9096 GEOID HEIGHT- -37.33 (meters) GEOID03 AF9096 AF9096 HORZ ORDER - SECOND AF9096 AF9096.The North Carolina HARNS have been completed but, AF9096.due to contractual restrictions, coordinates for these stations AF9096.will NOT be published in the near future. In the interim, the AF9096.published coordinates in North Carolina will not be AF9096.consistent with the Continuously Operating Reference Stations AF9096.(CORS). The HARN coordinates for these stations are available AF9096.upon request. Contact Gary Thompson(919-733-3836). AF9096. AF9096.In addition, the published North Carolina positions AF9096.(NAD 83 (1986)) are NOT consistent with those determined in AF9096.adjacent state readjustments. The discontinuity between stations AF9096.located in North Carolina and those in adjacent states AF9096.which have been adjusted to the HARN may be as much as 5 AF9096.decimeters. This will result in a significant loss of accuracy AF9096.over lines crossing such state borders. AF9096 AF9096 AF9096.The horizontal coordinates were established by classical geodetic methods AF9096.and adjusted by the National Geodetic Survey in July 1998. AF9096 AF9096.The orthometric height was determined by vertical angle observations. AF9096 AF9096.The Laplace correction was computed from DEFLEC99 derived deflections. AF9096 AF9096.The geoid height was determined by GEOID03. AF9096 AF9096; North East Units Scale Factor Converg. AF9096;SPC NC - 204,630.806 834,869.742 MT 0.99988789 +1 26 04.5 AF9096;SPC NC - 671,359.57 2,739,068.48 sFT 0.99988789 +1 26 04.5 AF9096;UTM 18 - 3,937,228.648 362,761.199 MT 0.99983210 -0 52 51.9 AF9096 AF9096! - Elev Factor x Scale Factor = Combined Factor AF9096!SPC NC - 1.00000565 x 0.99988789 = 0.99989354 AF9096!UTM 18 - 1.00000565 x 0.99983210 = 0.99983775 AF9096 AF9096 SUPERSEDED SURVEY CONTROL AF9096 AF9096.No superseded survey control is available for this station. AF9096 AF9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6276137229(NAD 83) AF9096_MARKER: DE = TRAVERSE STATION DISK AF9096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9096_STAMPING: DEER 1982 AF9096_MARK LOGO: NCGS AF9096_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9096+STABILITY: SURFACE MOTION AF9096 AF9096 HISTORY - Date Condition Report By AF9096 HISTORY - 1982 MONUMENTED NCGS AF9096 AF9096 STATION DESCRIPTION AF9096 AF9096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9096'STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) NORTHWEST OF SCRANTON AND AF9096'10.6 KM (6.60 MI) EAST-NORTHEAST OF BELHAVEN. ALONG US 264 FOR 1.3 KM AF9096'(0.80 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), OR 1.7 KM (1.05 AF9096'MI) EAST FROM SR 1700. MARK IS RECESSED 6 INCHES BELOW GROUND. AF9096'LOCATED 6.6 M (21.7 FT) NORTH OF THE CENTERLINE OF US 264, 26.9 M AF9096'(88.3 FT) SOUTHWEST OF THE NORTH END OF A METAL CULVERT UNDER US 264, AF9096'27.2 M (89.2 FT) WEST OF THE INTERSECTION OF US 264 AND A DIRT AF9096'ROAD--AND 10.9 M (35.8 FT) SOUTHEAST OF A 24-INCH PINE, 10.9 M (35.8 AF9096'FT) SOUTHWEST OF A 24-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4027 *********************************************************************** EY4027 DESIGNATION - DELL EY4027 PID - EY4027 EY4027 STATE/COUNTY- NC/BEAUFORT EY4027 USGS QUAD - PIKE ROAD (1974) EY4027 EY4027 *CURRENT SURVEY CONTROL EY4027 ___________________________________________________________________ EY4027* NAD 83(1986)- 35 39 11.72392(N) 076 40 05.75986(W) ADJUSTED EY4027* NAVD 88 - 4. (meters) 13. (feet) SCALED EY4027 ___________________________________________________________________ EY4027 LAPLACE CORR- -2.28 (seconds) DEFLEC99 EY4027 GEOID HEIGHT- -36.97 (meters) GEOID03 EY4027 EY4027 HORZ ORDER - THIRD EY4027 EY4027.The North Carolina HARNS have been completed but, EY4027.due to contractual restrictions, coordinates for these stations EY4027.will NOT be published in the near future. In the interim, the EY4027.published coordinates in North Carolina will not be EY4027.consistent with the Continuously Operating Reference Stations EY4027.(CORS). The HARN coordinates for these stations are available EY4027.upon request. Contact Gary Thompson(919-733-3836). EY4027. EY4027.In addition, the published North Carolina positions EY4027.(NAD 83 (1986)) are NOT consistent with those determined in EY4027.adjacent state readjustments. The discontinuity between stations EY4027.located in North Carolina and those in adjacent states EY4027.which have been adjusted to the HARN may be as much as 5 EY4027.decimeters. This will result in a significant loss of accuracy EY4027.over lines crossing such state borders. EY4027 EY4027 EY4027.The horizontal coordinates were established by classical geodetic methods EY4027.and adjusted by the National Geodetic Survey in July 1986. EY4027 EY4027.The orthometric height was scaled from a topographic map. EY4027 EY4027.The Laplace correction was computed from DEFLEC99 derived deflections. EY4027 EY4027.The geoid height was determined by GEOID03. EY4027 EY4027; North East Units Scale Factor Converg. EY4027;SPC NC - 213,609.947 820,714.222 MT 0.99989707 +1 20 44.9 EY4027;SPC NC - 700,818.63 2,692,626.58 sFT 0.99989707 +1 20 44.9 EY4027;UTM 18 - 3,946,772.385 348,980.759 MT 0.99988105 -0 58 21.3 EY4027 EY4027! - Elev Factor x Scale Factor = Combined Factor EY4027!SPC NC - 1.00000523 x 0.99989707 = 0.99990230 EY4027!UTM 18 - 1.00000523 x 0.99988105 = 0.99988628 EY4027 EY4027: Primary Azimuth Mark Grid Az EY4027:SPC NC - DELL AZ MK 186 47 01.4 EY4027:UTM 18 - DELL AZ MK 189 06 07.6 EY4027 EY4027|---------------------------------------------------------------------| EY4027| PID Reference Object Distance Geod. Az | EY4027| dddmmss.s | EY4027| EY4932 DELL RM 1 24.405 METERS 02557 | EY4027| EY4933 DELL RM 2 34.714 METERS 18028 | EY4027| EY4931 DELL AZ MK 1880746.3 | EY4027|---------------------------------------------------------------------| EY4027 EY4027 SUPERSEDED SURVEY CONTROL EY4027 EY4027 NAD 27 - 35 39 11.13200(N) 076 40 06.99700(W) AD( ) 3 EY4027 EY4027.Superseded values are not recommended for survey control. EY4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4027.See file dsdata.txt to determine how the superseded data were derived. EY4027 EY4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4898146772(NAD 83) EY4027_MARKER: DS = TRIANGULATION STATION DISK EY4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4027 EY4027 HISTORY - Date Condition Report By EY4027 HISTORY - 1954 MONUMENTED CGS EY4027 HISTORY - 1964 MARK NOT FOUND CGS EY4027 EY4027 STATION DESCRIPTION EY4027 EY4027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4027'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF BELHAVEN, EY4027'AND ABOUT 4-1/2 MILES NORTH-NORTHWEST OF THE VILLAGE OF EY4027'PANTEGO. IT IS 41 FEET WEST OF THE APPROXIMATE CENTERLINE OF EY4027'THE ROAD, 34 FEET EAST OF THE EAST EDGE OF THE CANAL, AND 11 EY4027'FEET NORTHEAST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES EY4027'AND THE DISK IS STAMPED DELL 1954. EY4027' EY4027'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE EY4027'CENTERLINE OF THE ROAD. THE MARK PROJECTS 6 INCHES AND THE DISK EY4027'IS STAMPED DELL NO 1 1954. EY4027' EY4027'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE APPROXIMATE EY4027'CENTERLINE OF THE ROAD. THE MARK PROJECTS 6 INCHES AND THE EY4027'DISK IS STAMPED DELL NO 2 1954. EY4027' EY4027'AZIMUTH MARK IS 15 FEET EAST OF THE APPROXIMATE CENTERLINE OF EY4027'THE ROAD, AND 1 FOOT NORTHWEST OF A WITNESS POST. THE MARK EY4027'PROJECTS 6 INCHES AND THE DISK IS STAMPED DELL 1954. EY4027' EY4027'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 264 AND STATE EY4027'HIGHWAY NO. 99 IN THE VILLAGE OF PANTEGO, GO NORTHERLY ON EY4027'STATE HIGHWAY NO. 99 FOR 0.45 MILE TO A SURFACED FORK. TAKE EY4027'LEFT FORK AND GO 2.85 MILES TO AN ANGLING CROSSROAD. TURN RIGHT EY4027'AND GO NORTH ON DIRT ROAD FOR 1.7 MILES TO A T ROAD AT THE EY4027'END OF A BRIDGE. TURN LEFT AND GO NORTH-NORTHEAST ON DIRT EY4027'ROAD FOR 0.8 MILE TO AZIMUTH MARK ON RIGHT. CONTINUE EY4027'NORTHERLY ON DIRT ROAD FOR 0.25 MILE TO STATION ON LEFT (WEST) EY4027'SIDE OF ROAD AS DESCRIBED. EY4027' EY4027'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY4027 EY4027 STATION RECOVERY (1964) EY4027 EY4027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY4027'A THOROUGH SEARCH WAS MADE FOR STATION BUT NO TRACE OF ANY MARKS EY4027'WERE FOUND. IT APPEARS THAT THE CANAL HAS BEEN RECENTLY EY4027'ENLARGED AND THAT THE MARKS HAVE BEEN COVERED WITH THE DIRT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3804 *********************************************************************** EY3804 DESIGNATION - DEN EY3804 PID - EY3804 EY3804 STATE/COUNTY- NC/BEAUFORT EY3804 USGS QUAD - AURORA (1993) EY3804 EY3804 *CURRENT SURVEY CONTROL EY3804 ___________________________________________________________________ EY3804* NAD 83(1986)- 35 18 38.55731(N) 076 47 57.25105(W) ADJUSTED EY3804* NAVD 88 - 2.54 (+/-2cm) 8.3 (feet) VERTCON EY3804 ___________________________________________________________________ EY3804 LAPLACE CORR- -1.55 (seconds) DEFLEC99 EY3804 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3804 EY3804 HORZ ORDER - SECOND EY3804 VERT ORDER - THIRD ? (See Below) EY3804 EY3804.The North Carolina HARNS have been completed but, EY3804.due to contractual restrictions, coordinates for these stations EY3804.will NOT be published in the near future. In the interim, the EY3804.published coordinates in North Carolina will not be EY3804.consistent with the Continuously Operating Reference Stations EY3804.(CORS). The HARN coordinates for these stations are available EY3804.upon request. Contact Gary Thompson(919-733-3836). EY3804. EY3804.In addition, the published North Carolina positions EY3804.(NAD 83 (1986)) are NOT consistent with those determined in EY3804.adjacent state readjustments. The discontinuity between stations EY3804.located in North Carolina and those in adjacent states EY3804.which have been adjusted to the HARN may be as much as 5 EY3804.decimeters. This will result in a significant loss of accuracy EY3804.over lines crossing such state borders. EY3804 EY3804 EY3804.The horizontal coordinates were established by classical geodetic methods EY3804.and adjusted by the National Geodetic Survey in July 1986. EY3804 EY3804.The NAVD 88 height was computed by applying the VERTCON shift value to EY3804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3804.The vertical order pertains to the NGVD 29 superseded value. EY3804 EY3804.The Laplace correction was computed from DEFLEC99 derived deflections. EY3804 EY3804.The geoid height was determined by GEOID03. EY3804 EY3804; North East Units Scale Factor Converg. EY3804;SPC NC - 175,347.744 809,700.727 MT 0.99987312 +1 16 12.8 EY3804;SPC NC - 575,286.72 2,656,493.14 sFT 0.99987312 +1 16 12.8 EY3804;UTM 18 - 3,908,985.309 336,430.745 MT 0.99992973 -1 02 24.7 EY3804 EY3804! - Elev Factor x Scale Factor = Combined Factor EY3804!SPC NC - 1.00000544 x 0.99987312 = 0.99987856 EY3804!UTM 18 - 1.00000544 x 0.99992973 = 0.99993517 EY3804 EY3804: Primary Azimuth Mark Grid Az EY3804:SPC NC - BONE 000 32 08.6 EY3804:UTM 18 - BONE 002 50 46.1 EY3804 EY3804|---------------------------------------------------------------------| EY3804| PID Reference Object Distance Geod. Az | EY3804| dddmmss.s | EY3804| EY3798 BONE APPROX. 0.7 KM 0014821.4 | EY3804|---------------------------------------------------------------------| EY3804 EY3804 SUPERSEDED SURVEY CONTROL EY3804 EY3804 NAD 27 - 35 18 37.93296(N) 076 47 58.51324(W) AD( ) 2 EY3804 NGVD 29 (07/19/86) 2.87 (m) 9.4 (f) LEVELING 3 EY3804 EY3804.Superseded values are not recommended for survey control. EY3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3804.See file dsdata.txt to determine how the superseded data were derived. EY3804 EY3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3643108985(NAD 83) EY3804_MARKER: DE = TRAVERSE STATION DISK EY3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3804_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3804+STABILITY: SURFACE MOTION EY3804 EY3804 HISTORY - Date Condition Report By EY3804 HISTORY - 1966 MONUMENTED NCGS EY3804 HISTORY - 19830101 MARK NOT FOUND NCGS EY3804 EY3804 STATION DESCRIPTION EY3804 EY3804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3804'DEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY3804'VICINITY OF AURORA, NORTH CAROLINA. EY3804' EY3804'DEN IS 0.85 MILES N OF AURORA. LOCATED 0.6 MILES N ALONG SR 1940 EY3804'FROM INTERSECTION OF SR 1965 AND SR 1940. 0.95 MILES S OF EY3804'SR 1942. ON W SIDE OF SR 1940. AND 45 FEET N OF ACL RR TRACK. EY3804' EY3804'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3804'DEN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3804'IS FLUSH WITH THE SURFACE OF THE GROUND. EY3804' EY3804'MARK IS EY3804' EY3804'30.2 FT W OF C/L OF SR 1940 EY3804' EY3804'20.8 FT W OF YELLOW ARROW PAINTED ON SR 1940 EY3804' EY3804'45.5 FT N OF NW RR CROSSING SIGN EY3804' EY3804'7.6 FT E OF PP 7-1/2 WITH ALUMINUM REF. TAG EY3804' EY3804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3804 EY3804 STATION RECOVERY (1983) EY3804 EY3804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3804'SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2109 *********************************************************************** EY2109 DESIGNATION - DILLARD EY2109 PID - EY2109 EY2109 STATE/COUNTY- NC/BEAUFORT EY2109 USGS QUAD - WASHINGTON (1983) EY2109 EY2109 *CURRENT SURVEY CONTROL EY2109 ___________________________________________________________________ EY2109* NAD 83(1986)- 35 36 26.98038(N) 077 03 50.82861(W) ADJUSTED EY2109* NAVD 88 - 12.6 (meters) 41. (feet) VERTCON EY2109 ___________________________________________________________________ EY2109 LAPLACE CORR- -2.80 (seconds) DEFLEC99 EY2109 GEOID HEIGHT- -36.49 (meters) GEOID03 EY2109 EY2109 HORZ ORDER - SECOND EY2109 EY2109.The North Carolina HARNS have been completed but, EY2109.due to contractual restrictions, coordinates for these stations EY2109.will NOT be published in the near future. In the interim, the EY2109.published coordinates in North Carolina will not be EY2109.consistent with the Continuously Operating Reference Stations EY2109.(CORS). The HARN coordinates for these stations are available EY2109.upon request. Contact Gary Thompson(919-733-3836). EY2109. EY2109.In addition, the published North Carolina positions EY2109.(NAD 83 (1986)) are NOT consistent with those determined in EY2109.adjacent state readjustments. The discontinuity between stations EY2109.located in North Carolina and those in adjacent states EY2109.which have been adjusted to the HARN may be as much as 5 EY2109.decimeters. This will result in a significant loss of accuracy EY2109.over lines crossing such state borders. EY2109 EY2109 EY2109.The horizontal coordinates were established by classical geodetic methods EY2109.and adjusted by the National Geodetic Survey in July 1986. EY2109 EY2109.The NAVD 88 height was computed by applying the VERTCON shift value to EY2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2109 EY2109.The Laplace correction was computed from DEFLEC99 derived deflections. EY2109 EY2109.The geoid height was determined by GEOID03. EY2109 EY2109; North East Units Scale Factor Converg. EY2109;SPC NC - 207,763.652 784,978.112 MT 0.99989181 +1 07 02.4 EY2109;SPC NC - 681,637.91 2,575,382.36 sFT 0.99989181 +1 07 02.4 EY2109;UTM 18 - 3,942,376.596 313,035.243 MT 1.00003077 -1 12 07.7 EY2109 EY2109! - Elev Factor x Scale Factor = Combined Factor EY2109!SPC NC - 1.00000376 x 0.99989181 = 0.99989556 EY2109!UTM 18 - 1.00000376 x 1.00003077 = 1.00003453 EY2109 EY2109: Primary Azimuth Mark Grid Az EY2109:SPC NC - RODGERS 196 35 12.2 EY2109:UTM 18 - RODGERS 198 54 22.3 EY2109 EY2109|---------------------------------------------------------------------| EY2109| PID Reference Object Distance Geod. Az | EY2109| dddmmss.s | EY2109| EY2151 RODGERS APPROX. 0.8 KM 1974214.6 | EY2109|---------------------------------------------------------------------| EY2109 EY2109 SUPERSEDED SURVEY CONTROL EY2109 EY2109 NAD 27 - 35 36 26.39403(N) 077 03 51.99348(W) AD( ) 2 EY2109 NGVD 29 (07/19/86) 12.9 (m) 42. (f) VERT ANG EY2109 EY2109.Superseded values are not recommended for survey control. EY2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2109.See file dsdata.txt to determine how the superseded data were derived. EY2109 EY2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1303542377(NAD 83) EY2109_MARKER: DE = TRAVERSE STATION DISK EY2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2109_STAMPING: DILLARD 1965 EY2109_MARK LOGO: NCGS EY2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2109+STABILITY: SURFACE MOTION EY2109 EY2109 HISTORY - Date Condition Report By EY2109 HISTORY - 1965 MONUMENTED NCGS EY2109 HISTORY - 1980 GOOD NCGS EY2109 HISTORY - 19980207 MARK NOT FOUND USPSQD EY2109 EY2109 STATION DESCRIPTION EY2109 EY2109'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2109'DILLARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2109'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2109' EY2109'DILLARD IS 4.3 MILES N OF WASHINGTON. LOCATED 4.65 MILES N EY2109'ALONG U.S. 17 FROM N END OF BRIDGE OVER PAMLICO RIVER. 1.5 EY2109'MILES N OF SR 1001 AND U.S. 17. 0.1 MILE S OF SR 1413. ON E EY2109'SIDE OF U.S. 17 AND ON TOP OF E DITCH BANK. EY2109' EY2109'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2109'DILLARD 1965, SET IN THE TOP OF A PRECAST MARKER, THE TOP OF EY2109'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EY2109' EY2109'MARK IS EY2109' EY2109'28.0 FT E OF YELLOW ARROW ON U.S. 17 EY2109' EY2109'105.5 FT NW OF TP WITH ALUMINUM REF. TAG EY2109' EY2109'70.1 FT SW OF TP WITH ALUMINUM REF. TAG EY2109' EY2109'12.0 FT E OF C/L OF ROAD DITCH EY2109' EY2109'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2109 EY2109 STATION RECOVERY (1980) EY2109 EY2109'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY2109'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EY2109'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION IS 38.8 FEET EY2109'EAST-SOUTHEAST OF THE CENTERLINE OF US 17, 91.6 FEET NORTHEAST OF THE EY2109'NORTH END OF A CULVERT UNDER A PAVED DRIVEWAY AND 115.8 FEET SOUTHEAST EY2109'OF A POWER POLE WITH A LARGE TRANSFORMER AND REFERENCE TAG. EY2109 EY2109 STATION RECOVERY (1998) EY2109 EY2109'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2109'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3513 *********************************************************************** EY3513 DESIGNATION - DITCH EY3513 PID - EY3513 EY3513 STATE/COUNTY- NC/BEAUFORT EY3513 USGS QUAD - SOUTH CREEK (1993) EY3513 EY3513 *CURRENT SURVEY CONTROL EY3513 ___________________________________________________________________ EY3513* NAD 83(1986)- 35 21 48.73528(N) 076 42 12.71429(W) ADJUSTED EY3513* NAVD 88 - 0.585 (meters) 1.92 (feet) ADJUSTED EY3513 ___________________________________________________________________ EY3513 LAPLACE CORR- -0.80 (seconds) DEFLEC99 EY3513 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3513 DYNAMIC HT - 0.585 (meters) 1.92 (feet) COMP EY3513 MODELED GRAV- 979,755.0 (mgal) NAVD 88 EY3513 EY3513 HORZ ORDER - SECOND EY3513 VERT ORDER - SECOND CLASS II EY3513 EY3513.The North Carolina HARNS have been completed but, EY3513.due to contractual restrictions, coordinates for these stations EY3513.will NOT be published in the near future. In the interim, the EY3513.published coordinates in North Carolina will not be EY3513.consistent with the Continuously Operating Reference Stations EY3513.(CORS). The HARN coordinates for these stations are available EY3513.upon request. Contact Gary Thompson(919-733-3836). EY3513. EY3513.In addition, the published North Carolina positions EY3513.(NAD 83 (1986)) are NOT consistent with those determined in EY3513.adjacent state readjustments. The discontinuity between stations EY3513.located in North Carolina and those in adjacent states EY3513.which have been adjusted to the HARN may be as much as 5 EY3513.decimeters. This will result in a significant loss of accuracy EY3513.over lines crossing such state borders. EY3513 EY3513 EY3513.The horizontal coordinates were established by classical geodetic methods EY3513.and adjusted by the National Geodetic Survey in April 1998. EY3513 EY3513.The orthometric height was determined by differential leveling EY3513.and adjusted by the National Geodetic Survey in June 1998. EY3513 EY3513.The Laplace correction was computed from DEFLEC99 derived deflections. EY3513 EY3513.The geoid height was determined by GEOID03. EY3513 EY3513.The dynamic height is computed by dividing the NAVD 88 EY3513.geopotential number by the normal gravity value computed on the EY3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3513.degrees latitude (g = 980.6199 gals.). EY3513 EY3513.The modeled gravity was interpolated from observed gravity values. EY3513 EY3513; North East Units Scale Factor Converg. EY3513;SPC NC - 181,403.551 818,265.382 MT 0.99987449 +1 19 31.6 EY3513;SPC NC - 595,154.82 2,684,592.34 sFT 0.99987449 +1 19 31.6 EY3513;UTM 18 - 3,914,691.050 345,232.968 MT 0.99989519 -0 59 10.1 EY3513 EY3513! - Elev Factor x Scale Factor = Combined Factor EY3513!SPC NC - 1.00000575 x 0.99987449 = 0.99988024 EY3513!UTM 18 - 1.00000575 x 0.99989519 = 0.99990094 EY3513 EY3513: Primary Azimuth Mark Grid Az EY3513:SPC NC - STRICKLAND 268 58 53.6 EY3513:UTM 18 - STRICKLAND 271 17 35.3 EY3513 EY3513|---------------------------------------------------------------------| EY3513| PID Reference Object Distance Geod. Az | EY3513| dddmmss.s | EY3513| EY3540 STRICKLAND APPROX. 0.6 KM 2701825.2 | EY3513|---------------------------------------------------------------------| EY3513 EY3513 SUPERSEDED SURVEY CONTROL EY3513 EY3513 NAD 83(1986)- 35 21 48.73021(N) 076 42 12.71604(W) AD( ) 2 EY3513 NAD 27 - 35 21 48.11742(N) 076 42 13.97004(W) AD( ) 2 EY3513 NGVD 29 (04/29/98) 0.93 (m) 3.1 (f) LEVELING 3 EY3513 EY3513.Superseded values are not recommended for survey control. EY3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3513.See file dsdata.txt to determine how the superseded data were derived. EY3513 EY3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4523314691(NAD 83) EY3513_MARKER: DE = TRAVERSE STATION DISK EY3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3513_STAMPING: DITCH 1969 EY3513_MARK LOGO: NCGS EY3513_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3513+STABILITY: SURFACE MOTION EY3513 EY3513 HISTORY - Date Condition Report By EY3513 HISTORY - 1969 MONUMENTED NCGS EY3513 HISTORY - 19830101 GOOD NCGS EY3513 EY3513 STATION DESCRIPTION EY3513 EY3513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3513'DITCH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3513'THE VICINITY OF AURORA, NORTH CAROLINA. EY3513' EY3513'DITCH IS LOCATED APPROXIMATELY 6.0 MILES NORTHEAST OF EY3513'AURORA. TO REACH STATION PROCEED FROM THE INTERSECTION OF FERRY EY3513'CROSSING LANE AND SR 1946 ON THE SOUTH SIDE OF PAMLICO RIVER, GO EY3513'EAST ON SR 1946 FOR 2.8 MILES TO STATION ON LEFT AND 0.5 MILE WEST EY3513'OF END OF SR 1946. EY3513' EY3513'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3513'DITCH 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS 2 INCHES EY3513'ABOVE THE SURFACE OF THE GROUND. EY3513' EY3513'MARK IS EY3513' EY3513'32.3 FT N OF C/L OF SR 1946 EY3513' EY3513'5.7 FT S OF IRON RAIL EY3513' EY3513'131.5 FT E OF SW CORNER OF ABANDONED HOUSE EY3513' EY3513'26.4 FT ESE OF 6 INCH WATER OAK WITH ALUMINUM REF. TAG EY3513' EY3513'98.3 FT NW OF PP EY3513' EY3513'126.8 FT E OF 2O INCH PINE EY3513 EY3513 STATION RECOVERY (1983) EY3513 EY3513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3513'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCE TO THE SOUTHWEST EY3513'CORNER OF THE ABANDONED HOUSE, AND THE 20-INCH PINE. CHANGE THE EY3513'6-INCH OAK TO 10 INCHES. MARK IS LOCATED 7.9 M (25.9 FT) EY3513'EAST-SOUTHEAST OF A 10-INCH WATER OAK, 24.7 M (81.0 FT) SOUTH OF A EY3513'20-INCH PINE, 3.9 M (12.8 FT) WEST-SOUTHWEST OF A 14-INCH PINE--ALL EY3513'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3514 *********************************************************************** EY3514 DESIGNATION - DIXON EY3514 PID - EY3514 EY3514 STATE/COUNTY- NC/BEAUFORT EY3514 USGS QUAD - SOUTH CREEK (1993) EY3514 EY3514 *CURRENT SURVEY CONTROL EY3514 ___________________________________________________________________ EY3514* NAD 83(1986)- 35 21 46.03345(N) 076 41 48.92609(W) ADJUSTED EY3514* NAVD 88 - 1.239 (meters) 4.07 (feet) ADJUSTED EY3514 ___________________________________________________________________ EY3514 LAPLACE CORR- -0.79 (seconds) DEFLEC99 EY3514 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3514 DYNAMIC HT - 1.238 (meters) 4.06 (feet) COMP EY3514 MODELED GRAV- 979,755.8 (mgal) NAVD 88 EY3514 EY3514 HORZ ORDER - SECOND EY3514 VERT ORDER - SECOND CLASS II EY3514 EY3514.The North Carolina HARNS have been completed but, EY3514.due to contractual restrictions, coordinates for these stations EY3514.will NOT be published in the near future. In the interim, the EY3514.published coordinates in North Carolina will not be EY3514.consistent with the Continuously Operating Reference Stations EY3514.(CORS). The HARN coordinates for these stations are available EY3514.upon request. Contact Gary Thompson(919-733-3836). EY3514. EY3514.In addition, the published North Carolina positions EY3514.(NAD 83 (1986)) are NOT consistent with those determined in EY3514.adjacent state readjustments. The discontinuity between stations EY3514.located in North Carolina and those in adjacent states EY3514.which have been adjusted to the HARN may be as much as 5 EY3514.decimeters. This will result in a significant loss of accuracy EY3514.over lines crossing such state borders. EY3514 EY3514 EY3514.The horizontal coordinates were established by classical geodetic methods EY3514.and adjusted by the National Geodetic Survey in April 1998. EY3514 EY3514.The orthometric height was determined by differential leveling EY3514.and adjusted by the National Geodetic Survey in June 1998. EY3514 EY3514.The Laplace correction was computed from DEFLEC99 derived deflections. EY3514 EY3514.The geoid height was determined by GEOID03. EY3514 EY3514.The dynamic height is computed by dividing the NAVD 88 EY3514.geopotential number by the normal gravity value computed on the EY3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3514.degrees latitude (g = 980.6199 gals.). EY3514 EY3514.The modeled gravity was interpolated from observed gravity values. EY3514 EY3514; North East Units Scale Factor Converg. EY3514;SPC NC - 181,334.227 818,867.614 MT 0.99987446 +1 19 45.4 EY3514;SPC NC - 594,927.38 2,686,568.16 sFT 0.99987446 +1 19 45.4 EY3514;UTM 18 - 3,914,597.489 345,831.925 MT 0.99989291 -0 58 56.2 EY3514 EY3514! - Elev Factor x Scale Factor = Combined Factor EY3514!SPC NC - 1.00000565 x 0.99987446 = 0.99988011 EY3514!UTM 18 - 1.00000565 x 0.99989291 = 0.99989856 EY3514 EY3514: Primary Azimuth Mark Grid Az EY3514:SPC NC - DITCH 276 33 59.6 EY3514:UTM 18 - DITCH 278 52 41.2 EY3514 EY3514|---------------------------------------------------------------------| EY3514| PID Reference Object Distance Geod. Az | EY3514| dddmmss.s | EY3514| EY3513 DITCH APPROX. 0.6 KM 2775345.0 | EY3514|---------------------------------------------------------------------| EY3514 EY3514 SUPERSEDED SURVEY CONTROL EY3514 EY3514 NAD 83(1986)- 35 21 46.02827(N) 076 41 48.92826(W) AD( ) 2 EY3514 NAD 27 - 35 21 45.41597(N) 076 41 50.18295(W) AD( ) 2 EY3514 NGVD 29 (04/29/98) 1.59 (m) 5.2 (f) LEVELING 3 EY3514 EY3514.Superseded values are not recommended for survey control. EY3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3514.See file dsdata.txt to determine how the superseded data were derived. EY3514 EY3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4583214597(NAD 83) EY3514_MARKER: DE = TRAVERSE STATION DISK EY3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3514_STAMPING: DIXON 1969 EY3514_MARK LOGO: NCGS EY3514_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3514+STABILITY: SURFACE MOTION EY3514 EY3514 HISTORY - Date Condition Report By EY3514 HISTORY - 1969 MONUMENTED NCGS EY3514 HISTORY - 19830101 GOOD NCGS EY3514 EY3514 STATION DESCRIPTION EY3514 EY3514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3514'DIXON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3514'THE VICINITY OF AURORA, NORTH CAROLINA. EY3514' EY3514'DIXON IS LOCATED APPROXIMATELY 6.5 MILES NORTHEAST OF AURORA. TO EY3514'REACH STATION PROCEED FROM THE INTERSECTION OF FERRY CROSSING LANE EY3514'AND SR 1946 ON THE SOUTH SIDE OF PAMLICO RIVER, GO EAST ON SR 1946 EY3514'FOR 3.15 MILES TO STATION ON LEFT, IN SOUTHWEST CORNER OF YARD EY3514'OWNED BY MR. DIXON, AND 0.15 MILE WEST OF END OF SR 1946. EY3514' EY3514'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3514'DIXON 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS FLUSH EY3514'WITH THE SURFACE OF THE GROUND. EY3514' EY3514'MARK IS EY3514' EY3514'40.5 FT N OF C/L OF SR 1946 EY3514' EY3514'18.4 FT W OF DIRT LANE EY3514' EY3514'43.3 FT W OF PP WITH ALUMINUM REF. TAG EY3514' EY3514'82.8 FT NNW OF PP BRACE WITH ALUMINUM REF. TAG EY3514' EY3514'17.0 FT E OF SE CORNER OF HOUSE EY3514' EY3514'8.8 FT SW OF 14 INCH PINE. EY3514 EY3514 STATION RECOVERY (1983) EY3514 EY3514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3514'RECOVERED IN GOOD CONDITION. MARK IS LOCATED 12.3 M (40.4 FT) NORTH EY3514'OF THE CENTERLINE OF SR 1946, 5.6 M (18.4 FT) EAST OF CENTER OF DIRT EY3514'LANE, 5.2 M (17.1 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, EY3514'2.7 M (8.9 FT) FEET SOUTHWEST OF A 14-INCH PINE--AND 13.2 M (43.3 FT) EY3514'EAST OF A POWER POLE, 25.24 M (82.81 FT) NORTH-NORTHWEST 0F A POWER EY3514'POLE--BOTH WITH REFERENCE TAGS. NOTE--RECOVERY IN 1988 BY NCGS FOUND EY3514'MARK GOOD AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9532 *********************************************************************** AE9532 DESIGNATION - DOBER AE9532 PID - AE9532 AE9532 STATE/COUNTY- NC/BEAUFORT AE9532 USGS QUAD - GRIMESLAND (1979) AE9532 AE9532 *CURRENT SURVEY CONTROL AE9532 ___________________________________________________________________ AE9532* NAD 83(1986)- 35 31 50.19924(N) 077 08 50.28736(W) ADJUSTED AE9532* NAVD 88 - 13.2 (meters) 43. (feet) VERTCON AE9532 ___________________________________________________________________ AE9532 LAPLACE CORR- -2.99 (seconds) DEFLEC99 AE9532 GEOID HEIGHT- -36.50 (meters) GEOID03 AE9532 AE9532 HORZ ORDER - SECOND AE9532 AE9532.The North Carolina HARNS have been completed but, AE9532.due to contractual restrictions, coordinates for these stations AE9532.will NOT be published in the near future. In the interim, the AE9532.published coordinates in North Carolina will not be AE9532.consistent with the Continuously Operating Reference Stations AE9532.(CORS). The HARN coordinates for these stations are available AE9532.upon request. Contact Gary Thompson(919-733-3836). AE9532. AE9532.In addition, the published North Carolina positions AE9532.(NAD 83 (1986)) are NOT consistent with those determined in AE9532.adjacent state readjustments. The discontinuity between stations AE9532.located in North Carolina and those in adjacent states AE9532.which have been adjusted to the HARN may be as much as 5 AE9532.decimeters. This will result in a significant loss of accuracy AE9532.over lines crossing such state borders. AE9532 AE9532 AE9532.The horizontal coordinates were established by classical geodetic methods AE9532.and adjusted by the National Geodetic Survey in April 1998. AE9532 AE9532.The NAVD 88 height was computed by applying the VERTCON shift value to AE9532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9532 AE9532.The Laplace correction was computed from DEFLEC99 derived deflections. AE9532 AE9532.The geoid height was determined by GEOID03. AE9532 AE9532; North East Units Scale Factor Converg. AE9532;SPC NC - 199,091.974 777,602.402 MT 0.99988439 +1 04 09.6 AE9532;SPC NC - 653,187.58 2,551,183.88 sFT 0.99988439 +1 04 09.6 AE9532;UTM 18 - 3,934,009.056 305,313.514 MT 1.00006710 -1 14 53.8 AE9532 AE9532! - Elev Factor x Scale Factor = Combined Factor AE9532!SPC NC - 1.00000367 x 0.99988439 = 0.99988806 AE9532!UTM 18 - 1.00000367 x 1.00006710 = 1.00007077 AE9532 AE9532 SUPERSEDED SURVEY CONTROL AE9532 AE9532 NGVD 29 (04/29/98) 13.5 (m) 44. (f) VERT ANG AE9532 AE9532.Superseded values are not recommended for survey control. AE9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9532.See file dsdata.txt to determine how the superseded data were derived. AE9532 AE9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0531434009(NAD 83) AE9532_MARKER: DH = HORIZONTAL CONTROL DISK AE9532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9532_STAMPING: DOBER 1983 AE9532_MARK LOGO: NCGS AE9532_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9532+STABILITY: SURFACE MOTION AE9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9532+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE9532 AE9532 HISTORY - Date Condition Report By AE9532 HISTORY - 1983 MONUMENTED NCGS AE9532 HISTORY - 20040327 GOOD USPSQD AE9532 AE9532 STATION DESCRIPTION AE9532 AE9532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE9532'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHEAST OF GRIMESLAND, OR AE9532'5.0 KM (3.10 MI) WEST-NORTHWEST OF CHOCOWINITY. ALONG NC 33 FOR 4.8 KM AE9532'(3.00 MI) WEST OF US 17, OR 0.9 KM (0.55 MI) EAST OF SR 1569, AT THE AE9532'COUNTY LINE, AT SR 1174, IN THE LAWN OF A BRICK HOUSE. MARK IS AE9532'RECESSED 3 INCHES BELOW GROUND. LOCATED 14.6 M (47.9 FT) WEST OF THE AE9532'CENTERLINE OF NC 33, 21.1 M (69.2 FT) SOUTHWEST OF THE CENTERLINE AE9532'INTERSECTION OF HIGHWAY AND SR 1174, 20.3 M (66.6 FT) EAST OF THE AE9532'SOUTHEAST CORNER OF A TWO-STORY BRICK HOUSE, 4.0 M (13.1 FT) NORTHEAST AE9532'OF A 6-INCH CEDAR, AND 18.8 M (61.7 FT) SOUTH-SOUTHEAST OF A 20-INCH AE9532'EVERGREEN. AE9532 AE9532 STATION RECOVERY (2004) AE9532 AE9532'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE9532'EVERGREEN TREE NOTED IN DESCRIPTION HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4240 *********************************************************************** EY4240 DESIGNATION - DOGWOOD EY4240 PID - EY4240 EY4240 STATE/COUNTY- NC/BEAUFORT EY4240 USGS QUAD - WASHINGTON (1983) EY4240 EY4240 *CURRENT SURVEY CONTROL EY4240 ___________________________________________________________________ EY4240* NAD 83(1986)- 35 36 00.05575(N) 077 06 54.98226(W) ADJUSTED EY4240* NAVD 88 - 5.66 (+/-2cm) 18.6 (feet) VERTCON EY4240 ___________________________________________________________________ EY4240 LAPLACE CORR- -3.10 (seconds) DEFLEC99 EY4240 GEOID HEIGHT- -36.42 (meters) GEOID03 EY4240 EY4240 HORZ ORDER - SECOND EY4240 VERT ORDER - THIRD ? (See Below) EY4240 EY4240.The North Carolina HARNS have been completed but, EY4240.due to contractual restrictions, coordinates for these stations EY4240.will NOT be published in the near future. In the interim, the EY4240.published coordinates in North Carolina will not be EY4240.consistent with the Continuously Operating Reference Stations EY4240.(CORS). The HARN coordinates for these stations are available EY4240.upon request. Contact Gary Thompson(919-733-3836). EY4240. EY4240.In addition, the published North Carolina positions EY4240.(NAD 83 (1986)) are NOT consistent with those determined in EY4240.adjacent state readjustments. The discontinuity between stations EY4240.located in North Carolina and those in adjacent states EY4240.which have been adjusted to the HARN may be as much as 5 EY4240.decimeters. This will result in a significant loss of accuracy EY4240.over lines crossing such state borders. EY4240 EY4240 EY4240.The horizontal coordinates were established by classical geodetic methods EY4240.and adjusted by the National Geodetic Survey in October 1990. EY4240 EY4240.The NAVD 88 height was computed by applying the VERTCON shift value to EY4240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4240.The vertical order pertains to the NGVD 29 superseded value. EY4240 EY4240.The Laplace correction was computed from DEFLEC99 derived deflections. EY4240 EY4240.The geoid height was determined by GEOID03. EY4240 EY4240; North East Units Scale Factor Converg. EY4240;SPC NC - 206,844.900 780,360.263 MT 0.99989101 +1 05 16.1 EY4240;SPC NC - 678,623.64 2,560,231.96 sFT 0.99989101 +1 05 16.1 EY4240;UTM 18 - 3,941,645.379 308,383.295 MT 1.00005248 -1 13 54.2 EY4240 EY4240! - Elev Factor x Scale Factor = Combined Factor EY4240!SPC NC - 1.00000483 x 0.99989101 = 0.99989584 EY4240!UTM 18 - 1.00000483 x 1.00005248 = 1.00005731 EY4240 EY4240 SUPERSEDED SURVEY CONTROL EY4240 EY4240 NGVD 29 (10/26/90) 6.00 (m) 19.7 (f) LEVELING 3 EY4240 EY4240.Superseded values are not recommended for survey control. EY4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4240.See file dsdata.txt to determine how the superseded data were derived. EY4240 EY4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0838341645(NAD 83) EY4240_MARKER: DE = TRAVERSE STATION DISK EY4240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4240_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4240_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4240+STABILITY: SURFACE MOTION EY4240 EY4240 HISTORY - Date Condition Report By EY4240 HISTORY - 1979 MONUMENTED NCGS EY4240 EY4240 STATION DESCRIPTION EY4240 EY4240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4240'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF LATHAM EY4240'AND 4.6 MILES NORTHWEST OF WASHINGTON. EY4240' EY4240'TO REACH STATION FROM US 264 CROSSING OF THE PITT-BEAUFORT COUNTY EY4240'LINE AT TRANTERS CREEK, PROCEED EASTERLY ALONG US 264 FOR 1.5 MILES TO EY4240'STATION IN THE LEFT SHOULDER AND ON THE PROLONGATION OF THE EAST SIDE EY4240'OF H.H. DIXONS 2 STORY BRICK HOUSE AND 0.2 MILE WEST OF SR 1407. EY4240' EY4240'STATION MARK IS A STADARD DISK STAMPED---DOGWOOD 1979---SET IN TOP OF EY4240'A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND SURFACE. EY4240'THE MARK IS 19.2 FEET NORTH-NORTHEAST OF CENTERLINE OF US 264, 70.5 EY4240'FEET EAST-NORTHEAST OF EAST END OF CULVERT, 99.8 FEET NORTHWEST OF 18 EY4240'INCH PINE WITH REFERENCE TAG AND 27.8 FEET WEST-NORTHWEST OF WHITE EY4240'MAILBOX POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3805 *********************************************************************** EY3805 DESIGNATION - DOT EY3805 PID - EY3805 EY3805 STATE/COUNTY- NC/BEAUFORT EY3805 USGS QUAD - AURORA (1993) EY3805 EY3805 *CURRENT SURVEY CONTROL EY3805 ___________________________________________________________________ EY3805* NAD 83(1986)- 35 18 02.91506(N) 076 46 37.80547(W) ADJUSTED EY3805* NAVD 88 - 2.4 (meters) 8. (feet) VERTCON EY3805 ___________________________________________________________________ EY3805 LAPLACE CORR- -1.17 (seconds) DEFLEC99 EY3805 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3805 EY3805 HORZ ORDER - SECOND EY3805 EY3805.The North Carolina HARNS have been completed but, EY3805.due to contractual restrictions, coordinates for these stations EY3805.will NOT be published in the near future. In the interim, the EY3805.published coordinates in North Carolina will not be EY3805.consistent with the Continuously Operating Reference Stations EY3805.(CORS). The HARN coordinates for these stations are available EY3805.upon request. Contact Gary Thompson(919-733-3836). EY3805. EY3805.In addition, the published North Carolina positions EY3805.(NAD 83 (1986)) are NOT consistent with those determined in EY3805.adjacent state readjustments. The discontinuity between stations EY3805.located in North Carolina and those in adjacent states EY3805.which have been adjusted to the HARN may be as much as 5 EY3805.decimeters. This will result in a significant loss of accuracy EY3805.over lines crossing such state borders. EY3805 EY3805 EY3805.The horizontal coordinates were established by classical geodetic methods EY3805.and adjusted by the National Geodetic Survey in July 1986. EY3805 EY3805.The NAVD 88 height was computed by applying the VERTCON shift value to EY3805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3805 EY3805.The Laplace correction was computed from DEFLEC99 derived deflections. EY3805 EY3805.The geoid height was determined by GEOID03. EY3805 EY3805; North East Units Scale Factor Converg. EY3805;SPC NC - 174,294.429 811,731.487 MT 0.99987296 +1 16 58.6 EY3805;SPC NC - 571,830.97 2,663,155.72 sFT 0.99987296 +1 16 58.6 EY3805;UTM 18 - 3,907,850.927 338,417.499 MT 0.99992177 -1 01 37.9 EY3805 EY3805! - Elev Factor x Scale Factor = Combined Factor EY3805!SPC NC - 1.00000547 x 0.99987296 = 0.99987843 EY3805!UTM 18 - 1.00000547 x 0.99992177 = 0.99992724 EY3805 EY3805: Primary Azimuth Mark Grid Az EY3805:SPC NC - ROWE 266 23 06.5 EY3805:UTM 18 - ROWE 268 41 43.0 EY3805 EY3805|---------------------------------------------------------------------| EY3805| PID Reference Object Distance Geod. Az | EY3805| dddmmss.s | EY3805| EY3794 AURORA RM 2 AZIMUTH APPROX. 0.5 KM 0192243.3 | EY3805| EY3833 ROWE APPROX. 1.0 KM 2674005.1 | EY3805|---------------------------------------------------------------------| EY3805 EY3805 SUPERSEDED SURVEY CONTROL EY3805 EY3805 NAD 27 - 35 18 02.29209(N) 076 46 39.07059(W) AD( ) 2 EY3805 NGVD 29 (07/19/86) 2.7 (m) 9. (f) VERT ANG EY3805 EY3805.Superseded values are not recommended for survey control. EY3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3805.See file dsdata.txt to determine how the superseded data were derived. EY3805 EY3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3841707851(NAD 83) EY3805_MARKER: DE = TRAVERSE STATION DISK EY3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3805_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3805_STAMPING: DOT 1966 EY3805_MARK LOGO: NCGS EY3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3805+STABILITY: SURFACE MOTION EY3805 EY3805 HISTORY - Date Condition Report By EY3805 HISTORY - 1966 MONUMENTED NCGS EY3805 EY3805 STATION DESCRIPTION EY3805 EY3805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3805'DOT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3805'THE VICINITY OF AURORA, NORTH CAROLINA. EY3805' EY3805'DOT IS 0.55 MILES ESE OF AURORA. LOCATED 0.65 MILES E ALONG EY3805'NC 33 FROM SR 1925 IN AURORA. 0.5 MILES W OF BRIDGE OVER SOUTH EY3805'CREEK ON NC 33 AND ON N SHOULDER OF NC 33. EY3805' EY3805'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3805'DOT 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3805'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3805' EY3805'MARK IS EY3805' EY3805'13.0 FT N OF C/L OF NC 33 EY3805' EY3805'3.4 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3805' EY3805'34.5 FT S OF 8 INCH PINE WITH ALUMINUM REF. TAG EY3805' EY3805'180.8 FT W OF W END OF N BRIDGE ABUTMENT EY3805' EY3805'40.4 FT SE OF 3 INCH GUM WITH ALUMINUM REF. TAG EY3805' EY3805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4120 *********************************************************************** EY4120 DESIGNATION - DOUGLAS EY4120 PID - EY4120 EY4120 STATE/COUNTY- NC/BEAUFORT EY4120 USGS QUAD - BUNYAN (1974) EY4120 EY4120 *CURRENT SURVEY CONTROL EY4120 ___________________________________________________________________ EY4120* NAD 83(1986)- 35 31 42.91969(N) 076 56 56.51752(W) ADJUSTED EY4120* NAVD 88 - 9.661 (meters) 31.70 (feet) ADJUSTED EY4120 ___________________________________________________________________ EY4120 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4120 GEOID HEIGHT- -36.77 (meters) GEOID03 EY4120 DYNAMIC HT - 9.652 (meters) 31.67 (feet) COMP EY4120 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EY4120 EY4120 HORZ ORDER - SECOND EY4120 VERT ORDER - SECOND CLASS II EY4120 EY4120.The North Carolina HARNS have been completed but, EY4120.due to contractual restrictions, coordinates for these stations EY4120.will NOT be published in the near future. In the interim, the EY4120.published coordinates in North Carolina will not be EY4120.consistent with the Continuously Operating Reference Stations EY4120.(CORS). The HARN coordinates for these stations are available EY4120.upon request. Contact Gary Thompson(919-733-3836). EY4120. EY4120.In addition, the published North Carolina positions EY4120.(NAD 83 (1986)) are NOT consistent with those determined in EY4120.adjacent state readjustments. The discontinuity between stations EY4120.located in North Carolina and those in adjacent states EY4120.which have been adjusted to the HARN may be as much as 5 EY4120.decimeters. This will result in a significant loss of accuracy EY4120.over lines crossing such state borders. EY4120 EY4120 EY4120.The horizontal coordinates were established by classical geodetic methods EY4120.and adjusted by the National Geodetic Survey in July 1998. EY4120 EY4120.The orthometric height was determined by differential leveling EY4120.and adjusted by the National Geodetic Survey in June 1991. EY4120 EY4120.The Laplace correction was computed from DEFLEC99 derived deflections. EY4120 EY4120.The geoid height was determined by GEOID03. EY4120 EY4120.The dynamic height is computed by dividing the NAVD 88 EY4120.geopotential number by the normal gravity value computed on the EY4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4120.degrees latitude (g = 980.6199 gals.). EY4120 EY4120.The modeled gravity was interpolated from observed gravity values. EY4120 EY4120; North East Units Scale Factor Converg. EY4120;SPC NC - 199,221.191 795,583.514 MT 0.99988422 +1 11 01.5 EY4120;SPC NC - 653,611.52 2,610,176.91 sFT 0.99988422 +1 11 01.5 EY4120;UTM 18 - 3,933,411.101 323,287.683 MT 0.99998483 -1 07 58.4 EY4120 EY4120! - Elev Factor x Scale Factor = Combined Factor EY4120!SPC NC - 1.00000426 x 0.99988422 = 0.99988848 EY4120!UTM 18 - 1.00000426 x 0.99998483 = 0.99998909 EY4120 EY4120 SUPERSEDED SURVEY CONTROL EY4120 EY4120 NAVD 88 (07/14/98) 9.66 (m) 31.7 (f) LEVELING 3 EY4120 EY4120.Superseded values are not recommended for survey control. EY4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4120.See file dsdata.txt to determine how the superseded data were derived. EY4120 EY4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2328833411(NAD 83) EY4120_MARKER: DE = TRAVERSE STATION DISK EY4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4120_SP_SET: CONCRETE POST EY4120_STAMPING: DOUGLAS 1983 EY4120_MARK LOGO: NCGS EY4120_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4120+STABILITY: SURFACE MOTION EY4120 EY4120 HISTORY - Date Condition Report By EY4120 HISTORY - 1983 MONUMENTED NCGS EY4120 HISTORY - 19870829 GOOD USPSQD EY4120 HISTORY - 1989 GOOD USPSQD EY4120 HISTORY - 19971229 SEE DESCRIPTION NCGS EY4120 EY4120 STATION DESCRIPTION EY4120 EY4120'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EY4120'10.8 KM (6.7 MI) ESE FROM WASHINGTON. EY4120'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) EAST-SOUTHEAST OF EY4120'WASHINGTON AND 12.1 KM (7.5 MI) SOUTHWEST OF PINETOWN. AT THE EY4120'INTERSECTION OF US 264 WITH NC 32 (DOUGLAS CROSSROADS), IN THE SOUTH EY4120'SHOULDER OF US 264, ON THE PROLONGATION OF THE EAST EDGE OF NC 32. EY4120'THE STATION IS A STANDARD NCGS DISK STAMPED---DOUGLAS 1983---, SET EY4120'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED EY4120'8 CM BELOW GROUND. LOCATED 7.3 METERS (24.0 FT) SOUTHWEST OF THE EY4120'CENTERLINE OF THE HIGHWAY, 6.2 METERS (20.4 FT) EAST OF A DRIVEWAY EY4120'CULVERT, 34.2 METERS (112.0 FT) EAST OF A TELEPHONE JUNCTION BOX EY4120'(RP279BX)--AND 12.1 METERS (39.8 FT) NORTHWEST OF A TELEPHONE POLE, EY4120'26.4 METERS (86.5 FT) SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE EY4120'TAGS. EY4120 EY4120 STATION RECOVERY (1987) EY4120 EY4120'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY4120'RECOVERED IN GOOD CONDITION. EY4120 EY4120 STATION RECOVERY (1989) EY4120 EY4120'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY4120'RECOVERED IN GOOD CONDITION. EY4120 EY4120 STATION RECOVERY (1997) EY4120 EY4120'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 EY4120'REFERENCED AREA HAS HAD HIGHWAY CONSTRUCTION AND MARK WAS SEARCHED FOR EY4120'AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9105 *********************************************************************** AF9105 DESIGNATION - DOVE AF9105 PID - AF9105 AF9105 STATE/COUNTY- NC/BEAUFORT AF9105 USGS QUAD - BELHAVEN (1974) AF9105 AF9105 *CURRENT SURVEY CONTROL AF9105 ___________________________________________________________________ AF9105* NAD 83(1986)- 35 33 20.87862(N) 076 36 59.80733(W) ADJUSTED AF9105* NAVD 88 - 1.9 (meters) 6. (feet) VERT ANG AF9105 ___________________________________________________________________ AF9105 LAPLACE CORR- -2.53 (seconds) DEFLEC99 AF9105 GEOID HEIGHT- -37.16 (meters) GEOID03 AF9105 AF9105 HORZ ORDER - SECOND AF9105 AF9105.The North Carolina HARNS have been completed but, AF9105.due to contractual restrictions, coordinates for these stations AF9105.will NOT be published in the near future. In the interim, the AF9105.published coordinates in North Carolina will not be AF9105.consistent with the Continuously Operating Reference Stations AF9105.(CORS). The HARN coordinates for these stations are available AF9105.upon request. Contact Gary Thompson(919-733-3836). AF9105. AF9105.In addition, the published North Carolina positions AF9105.(NAD 83 (1986)) are NOT consistent with those determined in AF9105.adjacent state readjustments. The discontinuity between stations AF9105.located in North Carolina and those in adjacent states AF9105.which have been adjusted to the HARN may be as much as 5 AF9105.decimeters. This will result in a significant loss of accuracy AF9105.over lines crossing such state borders. AF9105 AF9105 AF9105.The horizontal coordinates were established by classical geodetic methods AF9105.and adjusted by the National Geodetic Survey in July 1998. AF9105 AF9105.The orthometric height was determined by vertical angle observations. AF9105 AF9105.The Laplace correction was computed from DEFLEC99 derived deflections. AF9105 AF9105.The geoid height was determined by GEOID03. AF9105 AF9105; North East Units Scale Factor Converg. AF9105;SPC NC - 202,912.279 825,649.549 MT 0.99988662 +1 22 32.2 AF9105;SPC NC - 665,721.37 2,708,818.56 sFT 0.99988662 +1 22 32.2 AF9105;UTM 18 - 3,935,884.133 353,479.459 MT 0.99986456 -0 56 24.8 AF9105 AF9105! - Elev Factor x Scale Factor = Combined Factor AF9105!SPC NC - 1.00000553 x 0.99988662 = 0.99989215 AF9105!UTM 18 - 1.00000553 x 0.99986456 = 0.99987009 AF9105 AF9105 SUPERSEDED SURVEY CONTROL AF9105 AF9105.No superseded survey control is available for this station. AF9105 AF9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5347935884(NAD 83) AF9105_MARKER: DE = TRAVERSE STATION DISK AF9105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9105_STAMPING: DOVE 1982 AF9105_MARK LOGO: NCGS AF9105_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9105+STABILITY: SURFACE MOTION AF9105 AF9105 HISTORY - Date Condition Report By AF9105 HISTORY - 1982 MONUMENTED NCGS AF9105 AF9105 STATION DESCRIPTION AF9105 AF9105'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9105'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF BELHAVEN. ALONG US AF9105'264 FOR 1.7 KM (1.05 MI) EAST FROM NC 92, IN THE NORTH SHOULDER, WEST AF9105'OF A DIRT PATH. MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 6.4 M AF9105'(21.0 FT) NORTH OF THE CENTERLINE OF US 264, 10.5 M (34.4 FT) WEST OF AF9105'THE CENTER OF A DIRT PATH, 6.0 M (19.7 FT) SOUTH OF THE WEST END OF A AF9105'CULVERT UNDER A DRIVE--AND 15.1 M (49.5 FT) SOUTHEAST OF A POWER POLE, AF9105'20.5 M (67.3 FT) SOUTHWEST OF A GATE POST--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9102 *********************************************************************** AF9102 DESIGNATION - DOWRY AF9102 PID - AF9102 AF9102 STATE/COUNTY- NC/BEAUFORT AF9102 USGS QUAD - BELHAVEN (1974) AF9102 AF9102 *CURRENT SURVEY CONTROL AF9102 ___________________________________________________________________ AF9102* NAD 83(1986)- 35 33 37.09587(N) 076 34 39.04207(W) ADJUSTED AF9102* NAVD 88 - 1.59 (meters) 5.2 (feet) LEVELING AF9102 ___________________________________________________________________ AF9102 LAPLACE CORR- -2.90 (seconds) DEFLEC99 AF9102 GEOID HEIGHT- -37.21 (meters) GEOID03 AF9102 AF9102 HORZ ORDER - SECOND AF9102 VERT ORDER - THIRD ? AF9102 AF9102.The North Carolina HARNS have been completed but, AF9102.due to contractual restrictions, coordinates for these stations AF9102.will NOT be published in the near future. In the interim, the AF9102.published coordinates in North Carolina will not be AF9102.consistent with the Continuously Operating Reference Stations AF9102.(CORS). The HARN coordinates for these stations are available AF9102.upon request. Contact Gary Thompson(919-733-3836). AF9102. AF9102.In addition, the published North Carolina positions AF9102.(NAD 83 (1986)) are NOT consistent with those determined in AF9102.adjacent state readjustments. The discontinuity between stations AF9102.located in North Carolina and those in adjacent states AF9102.which have been adjusted to the HARN may be as much as 5 AF9102.decimeters. This will result in a significant loss of accuracy AF9102.over lines crossing such state borders. AF9102 AF9102 AF9102.The horizontal coordinates were established by classical geodetic methods AF9102.and adjusted by the National Geodetic Survey in July 1998. AF9102 AF9102.The orthometric height was determined by differential leveling. AF9102.The vertical network tie was performed by a horz. field party for horz. AF9102.obs reductions. Reset procedures were used to establish the elevation. AF9102 AF9102.The Laplace correction was computed from DEFLEC99 derived deflections. AF9102 AF9102.The geoid height was determined by GEOID03. AF9102 AF9102; North East Units Scale Factor Converg. AF9102;SPC NC - 203,497.681 829,181.111 MT 0.99988704 +1 23 53.5 AF9102;SPC NC - 667,641.98 2,720,405.03 sFT 0.99988704 +1 23 53.5 AF9102;UTM 18 - 3,936,326.343 357,031.690 MT 0.99985188 -0 55 03.3 AF9102 AF9102! - Elev Factor x Scale Factor = Combined Factor AF9102!SPC NC - 1.00000559 x 0.99988704 = 0.99989263 AF9102!UTM 18 - 1.00000559 x 0.99985188 = 0.99985747 AF9102 AF9102 SUPERSEDED SURVEY CONTROL AF9102 AF9102.No superseded survey control is available for this station. AF9102 AF9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5703236326(NAD 83) AF9102_MARKER: DE = TRAVERSE STATION DISK AF9102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9102_STAMPING: DOWRY 1982 AF9102_MARK LOGO: NCGS AF9102_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9102+STABILITY: SURFACE MOTION AF9102 AF9102 HISTORY - Date Condition Report By AF9102 HISTORY - 1982 MONUMENTED NCGS AF9102 AF9102 STATION DESCRIPTION AF9102 AF9102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9102'STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) EAST-NORTHEAST OF BELHAVEN AF9102'AND 14.0 KM (8.70 MI) WEST-NORTHWEST OF SCRANTON. ALONG US 264 FOR 7.5 AF9102'KM (4.65 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), AT SR 1709. AF9102'MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 4.9 M (16.1 FT) AF9102'SOUTHWEST OF THE CENTERLINE OF SR 1709, 24.3 M (79.7 FT) NORTH OF THE AF9102'CENTERLINE OF US 264, 17.7 M (58.1 FT) WEST OF A TELEPHONE PEDESTAL AF9102'(264ER 63)--AND 38.2 M (125.3 FT) EAST OF A POWER POLE, 40.1 M (131.6 AF9102'FT) SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. ELEVATION AF9102'ESTABLISHED BY LEVEL TRANSFER IS 0.694 METERS (2.277 FT) ABOVE BENCH AF9102'MARK--R 243--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3767 *********************************************************************** EY3767 DESIGNATION - DRAKE EY3767 PID - EY3767 EY3767 STATE/COUNTY- NC/BEAUFORT EY3767 USGS QUAD - BATH (1993) EY3767 EY3767 *CURRENT SURVEY CONTROL EY3767 ___________________________________________________________________ EY3767* NAD 83(1986)- 35 27 12.37022(N) 076 51 32.16103(W) ADJUSTED EY3767* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3767 ___________________________________________________________________ EY3767 LAPLACE CORR- -2.74 (seconds) DEFLEC99 EY3767 GEOID HEIGHT- -37.00 (meters) GEOID03 EY3767 EY3767 HORZ ORDER - THIRD EY3767 EY3767.The North Carolina HARNS have been completed but, EY3767.due to contractual restrictions, coordinates for these stations EY3767.will NOT be published in the near future. In the interim, the EY3767.published coordinates in North Carolina will not be EY3767.consistent with the Continuously Operating Reference Stations EY3767.(CORS). The HARN coordinates for these stations are available EY3767.upon request. Contact Gary Thompson(919-733-3836). EY3767. EY3767.In addition, the published North Carolina positions EY3767.(NAD 83 (1986)) are NOT consistent with those determined in EY3767.adjacent state readjustments. The discontinuity between stations EY3767.located in North Carolina and those in adjacent states EY3767.which have been adjusted to the HARN may be as much as 5 EY3767.decimeters. This will result in a significant loss of accuracy EY3767.over lines crossing such state borders. EY3767 EY3767 EY3767.The horizontal coordinates were established by classical geodetic methods EY3767.and adjusted by the National Geodetic Survey in July 1986. EY3767 EY3767.The orthometric height was scaled from a topographic map. EY3767 EY3767.The Laplace correction was computed from DEFLEC99 derived deflections. EY3767 EY3767.The geoid height was determined by GEOID03. EY3767 EY3767; North East Units Scale Factor Converg. EY3767;SPC NC - 191,058.473 803,932.281 MT 0.99987876 +1 14 08.7 EY3767;SPC NC - 626,831.01 2,637,567.83 sFT 0.99987876 +1 14 08.7 EY3767;UTM 18 - 3,924,917.015 331,300.542 MT 0.99995072 -1 04 42.6 EY3767 EY3767! - Elev Factor x Scale Factor = Combined Factor EY3767!SPC NC - 1.00000570 x 0.99987876 = 0.99988446 EY3767!UTM 18 - 1.00000570 x 0.99995072 = 0.99995642 EY3767 EY3767: Primary Azimuth Mark Grid Az EY3767:SPC NC - CORE 156 53 01.1 EY3767:UTM 18 - CORE 159 11 52.4 EY3767 EY3767|---------------------------------------------------------------------| EY3767| PID Reference Object Distance Geod. Az | EY3767| dddmmss.s | EY3767| EY4946 DRAKE RM 2 12.685 METERS 05608 | EY3767| EY3766 CORE APPROX. 3.5 KM 1580709.8 | EY3767| EY3930 MAULS POINT LIGHT APPROX. 5.5 KM 2692139.3 | EY3767| EY4945 DRAKE RM 1 16.790 METERS 31919 | EY3767|---------------------------------------------------------------------| EY3767 EY3767 SUPERSEDED SURVEY CONTROL EY3767 EY3767 NAD 27 - 35 27 11.77200(N) 076 51 33.37300(W) AD( ) 3 EY3767 EY3767.Superseded values are not recommended for survey control. EY3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3767.See file dsdata.txt to determine how the superseded data were derived. EY3767 EY3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3130124917(NAD 83) EY3767_MARKER: DS = TRIANGULATION STATION DISK EY3767_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3767_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3767 EY3767 HISTORY - Date Condition Report By EY3767 HISTORY - 1933 MONUMENTED CGS EY3767 HISTORY - 1949 GOOD CGS EY3767 HISTORY - 1976 GOOD USE EY3767 EY3767 STATION DESCRIPTION EY3767 EY3767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3767'STATION IS ON THE N SHORE OF THE PAMLICO RIVER, ON A STRAIGHT EY3767'STRETCH OF SANDY BEACH, ABOUT 2 MILES UPSTREAM FROM MOUTH OF EY3767'BATH CREEK, AND ABOUT 0.4 MILE BELOW THE MOUTH OF DUCK CREEK. IT EY3767'IS ABOUT 4 FEET ABOVE WATER LINE IN AN AREA OF PINES, ABOUT EY3767'15 YARDS TOWARDS RIVER FROM EDGE OF SWAMP, ABOUT 30 METERS W EY3767'OF LEANING 14-INCH CYPRESS, AND ABOUT 5 METERS BACK FROM SHORE EY3767'LINE, BETWEEN A CYPRESS AND A PINE TREE, EACH WITH A TRIANGULAR EY3767'BLAZE. EY3767' EY3767'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS EY3767'SET IN TILES AND CONCRETE. EY3767' EY3767'REFERENCE MARK NO. 1 IS NW OF THE STATION, ON HIGH GROUND, 14 EY3767'YARDS FROM SHORE, AND 3 YARDS FROM SWAMP. EY3767' EY3767'REFERENCE MARK NO. 2 IS SIMILAR TO NO. 1 AND IS E OF THE STATION. EY3767' EY3767'HEIGHT OF SIGNAL ABOVE STATION MARK 2.7 METERS. EY3767 EY3767 STATION RECOVERY (1949) EY3767 EY3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3767'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. THE EY3767'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE WORDS, LEANING EY3767'CYPRESS SHOULD BE CHANGED TO READ LEANING OAK. EY3767 EY3767 STATION RECOVERY (1976) EY3767 EY3767'RECOVERY NOTE BY US ENGINEERS 1976 (GRN) EY3767'STATION FOUND GOOD, DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4241 *********************************************************************** EY4241 DESIGNATION - DRAW EY4241 PID - EY4241 EY4241 STATE/COUNTY- NC/BEAUFORT EY4241 USGS QUAD - WASHINGTON (1983) EY4241 EY4241 *CURRENT SURVEY CONTROL EY4241 ___________________________________________________________________ EY4241* NAD 83(1986)- 35 32 33.79265(N) 077 03 42.13128(W) ADJUSTED EY4241* NAVD 88 - 4.55 (+/-2cm) 14.9 (feet) VERTCON EY4241 ___________________________________________________________________ EY4241 LAPLACE CORR- -2.12 (seconds) DEFLEC99 EY4241 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4241 EY4241 HORZ ORDER - SECOND EY4241 VERT ORDER - THIRD ? (See Below) EY4241 EY4241.The North Carolina HARNS have been completed but, EY4241.due to contractual restrictions, coordinates for these stations EY4241.will NOT be published in the near future. In the interim, the EY4241.published coordinates in North Carolina will not be EY4241.consistent with the Continuously Operating Reference Stations EY4241.(CORS). The HARN coordinates for these stations are available EY4241.upon request. Contact Gary Thompson(919-733-3836). EY4241. EY4241.In addition, the published North Carolina positions EY4241.(NAD 83 (1986)) are NOT consistent with those determined in EY4241.adjacent state readjustments. The discontinuity between stations EY4241.located in North Carolina and those in adjacent states EY4241.which have been adjusted to the HARN may be as much as 5 EY4241.decimeters. This will result in a significant loss of accuracy EY4241.over lines crossing such state borders. EY4241 EY4241 EY4241.The horizontal coordinates were established by classical geodetic methods EY4241.and adjusted by the National Geodetic Survey in October 1990. EY4241 EY4241.The NAVD 88 height was computed by applying the VERTCON shift value to EY4241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4241.The vertical order pertains to the NGVD 29 superseded value. EY4241 EY4241.The Laplace correction was computed from DEFLEC99 derived deflections. EY4241 EY4241.The geoid height was determined by GEOID03. EY4241 EY4241; North East Units Scale Factor Converg. EY4241;SPC NC - 200,583.304 785,337.251 MT 0.99988544 +1 07 07.4 EY4241;SPC NC - 658,080.39 2,576,560.63 sFT 0.99988544 +1 07 07.4 EY4241;UTM 18 - 3,935,186.575 313,103.618 MT 1.00003047 -1 11 55.8 EY4241 EY4241! - Elev Factor x Scale Factor = Combined Factor EY4241!SPC NC - 1.00000503 x 0.99988544 = 0.99989047 EY4241!UTM 18 - 1.00000503 x 1.00003047 = 1.00003550 EY4241 EY4241 SUPERSEDED SURVEY CONTROL EY4241 EY4241 NGVD 29 (10/26/90) 4.89 (m) 16.0 (f) LEVELING 3 EY4241 EY4241.Superseded values are not recommended for survey control. EY4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4241.See file dsdata.txt to determine how the superseded data were derived. EY4241 EY4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1310435187(NAD 83) EY4241_MARKER: DE = TRAVERSE STATION DISK EY4241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4241_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4241_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4241+STABILITY: SURFACE MOTION EY4241 EY4241 HISTORY - Date Condition Report By EY4241 HISTORY - 1979 MONUMENTED NCGS EY4241 HISTORY - 19890729 GOOD USPSQD EY4241 HISTORY - 20030220 POOR USPSQD EY4241 HISTORY - 20040624 POOR USPSQD EY4241 EY4241 STATION DESCRIPTION EY4241 EY4241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4241'THE STATION IS LOCATED OVER THE PAMILCO RIVER APPROXIMATELY 0.5 MILE EY4241'SOUTHWEST OF WASHINGTON. EY4241' EY4241'TO REACH STATION FROM INTERSECTION OF US 17 WITH US 264 IN WASHINGTON, EY4241'PROCEED SOUTH ALONG US 17 FOR 0.5 MILE TO STATION ON THE LEFT AT THE EY4241'SOUTH SIDE OF THE DRAW SECTION OF BRIDGE. EY4241' EY4241'STATION MARK IS A STANDARD DISK STAMPED---DRAW 1979---SET IN DRILLED EY4241'HOLE IN CONCRETE WALKWAY. THE MARK IS 27.4 FEET SOUTHEAST OF EY4241'CENTERLINE OF US 17, 1.8 FEET NORTHEAST OF CONCRETE BRIDGE RAIL, 6.3 EY4241'FEET NORTH OF METAL LIGHT POLE, 39.6 FEET NORTHWEST OF BASE OF DROP EY4241'ARM SIGNAL AND 135.4 FEET SOUTHWEST OF SOUTHEAST CORNER OF METAL EY4241'BRIDGE TURN TABLE. EY4241 EY4241 STATION RECOVERY (1989) EY4241 EY4241'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY4241'RECOVERED IN GOOD CONDITION. EY4241 EY4241 STATION RECOVERY (2003) EY4241 EY4241'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EY4241'FOUND DISK LOOSE NEAR LOCATION. BROKEN OFF FROM BASE AND DISK BADLY EY4241'BENT FROM SNOW PLOW. EY4241 EY4241 STATION RECOVERY (2004) EY4241 EY4241'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4241'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3921 *********************************************************************** EY3921 DESIGNATION - DUCK EY3921 PID - EY3921 EY3921 STATE/COUNTY- NC/BEAUFORT EY3921 USGS QUAD - BLOUNTS BAY (1993) EY3921 EY3921 *CURRENT SURVEY CONTROL EY3921 ___________________________________________________________________ EY3921* NAD 83(1986)- 35 27 33.29643(N) 076 54 19.90836(W) ADJUSTED EY3921* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3921 ___________________________________________________________________ EY3921 LAPLACE CORR- -2.41 (seconds) DEFLEC99 EY3921 GEOID HEIGHT- -36.92 (meters) GEOID03 EY3921 EY3921 HORZ ORDER - THIRD EY3921 EY3921.The North Carolina HARNS have been completed but, EY3921.due to contractual restrictions, coordinates for these stations EY3921.will NOT be published in the near future. In the interim, the EY3921.published coordinates in North Carolina will not be EY3921.consistent with the Continuously Operating Reference Stations EY3921.(CORS). The HARN coordinates for these stations are available EY3921.upon request. Contact Gary Thompson(919-733-3836). EY3921. EY3921.In addition, the published North Carolina positions EY3921.(NAD 83 (1986)) are NOT consistent with those determined in EY3921.adjacent state readjustments. The discontinuity between stations EY3921.located in North Carolina and those in adjacent states EY3921.which have been adjusted to the HARN may be as much as 5 EY3921.decimeters. This will result in a significant loss of accuracy EY3921.over lines crossing such state borders. EY3921 EY3921 EY3921.The horizontal coordinates were established by classical geodetic methods EY3921.and adjusted by the National Geodetic Survey in July 1986. EY3921 EY3921.The orthometric height was scaled from a topographic map. EY3921 EY3921.The Laplace correction was computed from DEFLEC99 derived deflections. EY3921 EY3921.The geoid height was determined by GEOID03. EY3921 EY3921; North East Units Scale Factor Converg. EY3921;SPC NC - 191,612.955 799,690.043 MT 0.99987912 +1 12 31.9 EY3921;SPC NC - 628,650.17 2,623,649.75 sFT 0.99987912 +1 12 31.9 EY3921;UTM 18 - 3,925,642.419 327,083.816 MT 0.99996848 -1 06 20.6 EY3921 EY3921! - Elev Factor x Scale Factor = Combined Factor EY3921!SPC NC - 1.00000553 x 0.99987912 = 0.99988465 EY3921!UTM 18 - 1.00000553 x 0.99996848 = 0.99997401 EY3921 EY3921: Primary Azimuth Mark Grid Az EY3921:SPC NC - BLOUNT 235 54 28.5 EY3921:UTM 18 - BLOUNT 238 13 21.0 EY3921 EY3921|---------------------------------------------------------------------| EY3921| PID Reference Object Distance Geod. Az | EY3921| dddmmss.s | EY3921| EY4947 DUCK RM 1 19.925 METERS 00339 | EY3921| EY4948 DUCK RM 2 20.135 METERS 05222 | EY3921| EY3941 BLOUNT APPROX. 2.2 KM 2370700.4 | EY3921| EY3930 MAULS POINT LIGHT APPROX. 1.4 KM 2400009.5 | EY3921| EY3920 CHANNEL BUOY 6 APPROX. 2.8 KM 2652209.6 | EY3921| EY3937 WATER APPROX. 4.8 KM 2732222.2 | EY3921|---------------------------------------------------------------------| EY3921 EY3921 SUPERSEDED SURVEY CONTROL EY3921 EY3921 NAD 27 - 35 27 32.70100(N) 076 54 21.10100(W) AD( ) 3 EY3921 EY3921.Superseded values are not recommended for survey control. EY3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3921.See file dsdata.txt to determine how the superseded data were derived. EY3921 EY3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2708425642(NAD 83) EY3921_MARKER: DS = TRIANGULATION STATION DISK EY3921_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3921_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3921 EY3921 HISTORY - Date Condition Report By EY3921 HISTORY - 1933 MONUMENTED CGS EY3921 HISTORY - 1948 MARK NOT FOUND CGS EY3921 EY3921 STATION DESCRIPTION EY3921 EY3921'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3921'STATION IS LOCATED ON THE N SHORE OF THE PAMLICO RIVER, ON EY3921'RAGGED POINT, ABOUT 1-1/2 MILES E OF UPPER GOOSE CREEK, A EY3921'LITTLE BELOW MAULS POINT BEACON, ON TOP OF A SAND BANK JUST EY3921'ABOVE SLOPING, PROMINENT SAND BEACH. EY3921' EY3921'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3921'CONCRETE AND IN THE TOPS OF TILES. EY3921' EY3921'STATION MARK IS ABOUT 6 METERS FROM THE WATER LINE, ABOUT AT EY3921'EDGE OF WOODS, AND IS WITNESSED BY BLAZES ON A 12-INCH GUM AND EY3921'AN 18-INCH PINE CLOSE TOGETHER. BACK OF THE STATION IS LOW, EY3921'MARSHY PINE AND CYPRESS WOODS, AND TO THE EASTWARD IS A SHALLOW EY3921'BAY. EY3921' EY3921'REFERENCE MARK NO. 1 IS PLACED N OF THE STATION, AND IS EY3921'WITNESSED BY BLAZES ON TWO 20-INCH PINES. EY3921' EY3921'REFERENCE MARK NO.2 IS NE OF THE STATION, AND IS WITNESSED BY A EY3921'BLAZE ON A 12-INCH WATER OAK. EY3921' EY3921'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS. EY3921 EY3921 STATION RECOVERY (1948) EY3921 EY3921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3921'STATION AND REFERENCE MARK 1 WERE NOT FOUND. REFERENCE MARK EY3921'2 WAS FOUND LYING IN WATER AND THE DISK WAS REMOVED FROM THE EY3921'MONUMENT. A THOROUGH SEARCH WAS MADE BY A THREE-MAN PARTY FOR EY3921'ONE HOUR, BUT NO TRACE OF THE STATION COULD BE FOUND. THE PINE EY3921'AND GUM TREE REFERRED TO IN THE ORIGINAL DESCRIPTION WERE FOUND EY3921'LYING IN WATER. IT IS RECOMMENDED THAT THE STATION BE EY3921'CLASSIFIED AS LOST AND REFERENCE MARK 2 AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3806 *********************************************************************** EY3806 DESIGNATION - DUMP EY3806 PID - EY3806 EY3806 STATE/COUNTY- NC/BEAUFORT EY3806 USGS QUAD - AURORA (1993) EY3806 EY3806 *CURRENT SURVEY CONTROL EY3806 ___________________________________________________________________ EY3806* NAD 83(1986)- 35 16 40.22799(N) 076 47 11.43867(W) ADJUSTED EY3806* NAVD 88 - 0.325 (meters) 1.07 (feet) ADJUSTED EY3806 ___________________________________________________________________ EY3806 LAPLACE CORR- -1.15 (seconds) DEFLEC99 EY3806 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3806 DYNAMIC HT - 0.324 (meters) 1.06 (feet) COMP EY3806 MODELED GRAV- 979,740.4 (mgal) NAVD 88 EY3806 EY3806 HORZ ORDER - SECOND EY3806 VERT ORDER - SECOND CLASS II EY3806 EY3806.The North Carolina HARNS have been completed but, EY3806.due to contractual restrictions, coordinates for these stations EY3806.will NOT be published in the near future. In the interim, the EY3806.published coordinates in North Carolina will not be EY3806.consistent with the Continuously Operating Reference Stations EY3806.(CORS). The HARN coordinates for these stations are available EY3806.upon request. Contact Gary Thompson(919-733-3836). EY3806. EY3806.In addition, the published North Carolina positions EY3806.(NAD 83 (1986)) are NOT consistent with those determined in EY3806.adjacent state readjustments. The discontinuity between stations EY3806.located in North Carolina and those in adjacent states EY3806.which have been adjusted to the HARN may be as much as 5 EY3806.decimeters. This will result in a significant loss of accuracy EY3806.over lines crossing such state borders. EY3806 EY3806 EY3806.The horizontal coordinates were established by classical geodetic methods EY3806.and adjusted by the National Geodetic Survey in July 1986. EY3806 EY3806.The orthometric height was determined by differential leveling EY3806.and adjusted by the National Geodetic Survey in June 1998. EY3806 EY3806.The Laplace correction was computed from DEFLEC99 derived deflections. EY3806 EY3806.The geoid height was determined by GEOID03. EY3806 EY3806.The dynamic height is computed by dividing the NAVD 88 EY3806.geopotential number by the normal gravity value computed on the EY3806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3806.degrees latitude (g = 980.6199 gals.). EY3806 EY3806.The modeled gravity was interpolated from observed gravity values. EY3806 EY3806; North East Units Scale Factor Converg. EY3806;SPC NC - 171,728.128 810,938.884 MT 0.99987270 +1 16 39.2 EY3806;SPC NC - 563,411.37 2,660,555.32 sFT 0.99987270 +1 16 39.2 EY3806;UTM 18 - 3,905,318.528 337,522.063 MT 0.99992534 -1 01 55.2 EY3806 EY3806! - Elev Factor x Scale Factor = Combined Factor EY3806!SPC NC - 1.00000580 x 0.99987270 = 0.99987850 EY3806!UTM 18 - 1.00000580 x 0.99992534 = 0.99993114 EY3806 EY3806: Primary Azimuth Mark Grid Az EY3806:SPC NC - ROYAL 297 52 32.0 EY3806:UTM 18 - ROYAL 300 11 06.4 EY3806 EY3806|---------------------------------------------------------------------| EY3806| PID Reference Object Distance Geod. Az | EY3806| dddmmss.s | EY3806| EY3813 IDALIA RM 3 AZIMUTH 283.908 METERS 08116 | EY3806| EY3834 ROYAL 494.903 METERS 2990911.2 | EY3806|---------------------------------------------------------------------| EY3806 EY3806 SUPERSEDED SURVEY CONTROL EY3806 EY3806 NAD 27 - 35 16 39.59852(N) 076 47 12.70115(W) AD( ) 2 EY3806 NGVD 29 (07/19/86) 1. (m) 3. (f) VERT ANG EY3806 EY3806.Superseded values are not recommended for survey control. EY3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3806.See file dsdata.txt to determine how the superseded data were derived. EY3806 EY3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3752205319(NAD 83) EY3806_MARKER: DE = TRAVERSE STATION DISK EY3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3806_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3806_STAMPING: DUMP 1966 EY3806_MARK LOGO: NCGS EY3806_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3806+STABILITY: SURFACE MOTION EY3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3806+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1996 EY3806 EY3806 HISTORY - Date Condition Report By EY3806 HISTORY - 1966 MONUMENTED NCGS EY3806 HISTORY - 19960513 GOOD NCGS EY3806 EY3806 STATION DESCRIPTION EY3806 EY3806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3806'DUMP IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3806'THE VICINITY OF AURORA, NORTH CAROLINA. EY3806' EY3806'DUMP IS 1.85 MILES S OF AURORA. LOCATED 0.3 MILES E OF EY3806'IDALLA. 0.65 MILES W ALONG SR 1923 FROM SR 1002. 0.3 MILES E OF EY3806'SR 1925. 0.1 MILES W OF BRIDGE ON SR 1923 AND ON S ROAD BANK OF EY3806'SR 1923. EY3806' EY3806'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3806'DUMP 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3806'IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3806' EY3806'MARK IS EY3806' EY3806'18.3 FT S OF C/L OF SR 1923 EY3806' EY3806'47.4 FT SE OF CYPRESS WITH ALUMINUM REF. TAG EY3806' EY3806'86.1 FT SE OF 24 INCH PINE WITH ALUMINUM REF. TAG EY3806' EY3806'42.5 FT E OF 6 INCH POPLAR WITH ALUMINUM REF. TAG EY3806' EY3806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3806 EY3806 STATION RECOVERY (1996) EY3806 EY3806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY3806'RECOVERED AS DESCRIBED. MARK IS ON THE SOUTH BANK OF THE OLD ROAD BED EY3806'AND ABOUT 150-FEET SOUTH-SOUTHWEST OF SR 1923 (WEST ROAD). MARK IS EY3806'RECESSED 3-INCHES BELOW GROUND AND IS ABOUT LEVEL WITH SR 1923. EY3806'LOCATED 45 FT (13.7 M) SOUTHWEST OF A POWER LINE--AND 47.4 FT (14.4 M) EY3806'SOUTHEAST OF A 30-INCH CYPRESS, 5.7 FT (1.7 M) EAST-NORTHEAST OF A EY3806'10-INCH MAPLE, 18.7 FT (5.7 M) NORTH-NORTHEAST OF A 12-INCH EY3806'CYPRESS--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3769 *********************************************************************** EY3769 DESIGNATION - DURHAM EY3769 PID - EY3769 EY3769 STATE/COUNTY- NC/BEAUFORT EY3769 USGS QUAD - BATH (1993) EY3769 EY3769 *CURRENT SURVEY CONTROL EY3769 ___________________________________________________________________ EY3769* NAD 83(1986)- 35 23 13.27258(N) 076 46 59.53933(W) ADJUSTED EY3769* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3769 ___________________________________________________________________ EY3769 LAPLACE CORR- -1.33 (seconds) DEFLEC99 EY3769 GEOID HEIGHT- -37.17 (meters) GEOID03 EY3769 EY3769 HORZ ORDER - THIRD EY3769 EY3769.The North Carolina HARNS have been completed but, EY3769.due to contractual restrictions, coordinates for these stations EY3769.will NOT be published in the near future. In the interim, the EY3769.published coordinates in North Carolina will not be EY3769.consistent with the Continuously Operating Reference Stations EY3769.(CORS). The HARN coordinates for these stations are available EY3769.upon request. Contact Gary Thompson(919-733-3836). EY3769. EY3769.In addition, the published North Carolina positions EY3769.(NAD 83 (1986)) are NOT consistent with those determined in EY3769.adjacent state readjustments. The discontinuity between stations EY3769.located in North Carolina and those in adjacent states EY3769.which have been adjusted to the HARN may be as much as 5 EY3769.decimeters. This will result in a significant loss of accuracy EY3769.over lines crossing such state borders. EY3769 EY3769 EY3769.The horizontal coordinates were established by classical geodetic methods EY3769.and adjusted by the National Geodetic Survey in July 1986. EY3769 EY3769.The orthometric height was scaled from a topographic map. EY3769 EY3769.The Laplace correction was computed from DEFLEC99 derived deflections. EY3769 EY3769.The geoid height was determined by GEOID03. EY3769 EY3769; North East Units Scale Factor Converg. EY3769;SPC NC - 183,843.341 810,969.050 MT 0.99987537 +1 16 46.1 EY3769;SPC NC - 603,159.36 2,660,654.29 sFT 0.99987537 +1 16 46.1 EY3769;UTM 18 - 3,917,423.283 338,040.751 MT 0.99992326 -1 01 58.3 EY3769 EY3769! - Elev Factor x Scale Factor = Combined Factor EY3769!SPC NC - 1.00000573 x 0.99987537 = 0.99988110 EY3769!UTM 18 - 1.00000573 x 0.99992326 = 0.99992899 EY3769 EY3769: Primary Azimuth Mark Grid Az EY3769:SPC NC - PULL 302 44 54.6 EY3769:UTM 18 - PULL 305 03 39.0 EY3769 EY3769|---------------------------------------------------------------------| EY3769| PID Reference Object Distance Geod. Az | EY3769| dddmmss.s | EY3769| EY3779 RUMLEY MARSH LIGHT APPROX. 3.4 KM 0304214.9 | EY3769| EY4953 DURHAM RM 1 14.583 METERS 11334 | EY3769| EY4954 DURHAM RM 2 15.737 METERS 20603 | EY3769| EY3785 PULL APPROX. 4.7 KM 3040140.7 | EY3769|---------------------------------------------------------------------| EY3769 EY3769 SUPERSEDED SURVEY CONTROL EY3769 EY3769 NAD 27 - 35 23 12.67900(N) 076 47 00.77900(W) AD( ) 3 EY3769 EY3769.Superseded values are not recommended for survey control. EY3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3769.See file dsdata.txt to determine how the superseded data were derived. EY3769 EY3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3804117423(NAD 83) EY3769_MARKER: DS = TRIANGULATION STATION DISK EY3769_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3769_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3769 EY3769 HISTORY - Date Condition Report By EY3769 HISTORY - 1933 MONUMENTED CGS EY3769 HISTORY - 1935 MARK NOT FOUND CGS EY3769 HISTORY - 1949 GOOD CGS EY3769 EY3769 STATION DESCRIPTION EY3769 EY3769'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3769'STATION REPLACES LEES CREEK 2, AND IS ON THE S SHORE OF THE PAMLICO EY3769'RIVER, ON THE MOST NORTHERLY POINT ABOUT 1/2 MILE E OF LEES CREEK. EY3769' EY3769'STATION IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF A EY3769'8- BY 36-INCH TERRA-COTTA TILE PROJECTING EY3769'12 INCHES ABOVE THE GROUND, AND IS STAMPED DURHAM, 1933. IT IS EY3769'25 METERS S OF THE MOST NORTHERLY TIP OF THE POINT, ON HIGH, HARD EY3769'GROUND. EY3769' EY3769'SUBSURFACE MARK IS A STANDARD DISK SET IN THE TOP OF AN EY3769'8- BY 12-INCH CEMENT TILE AND IS STAMPED SUB DURHAM 1933. EY3769' EY3769'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE IN THE EY3769'TOP OF A 6-INCH TILE AS DESCRIBED IN NOTE 13A, PROJECTING 8 INCHES EY3769'ABOVE THE GROUND. IT IS E OF THE STATION AND IS STAMPED NO. 1 EY3769'1933. EY3769' EY3769'REFERENCE MARK NO. 2 IS SIMILAR TO NO. 1 AND IS S OF THE STATION. EY3769' EY3769'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.8 METERS. EY3769 EY3769 STATION RECOVERY (1935) EY3769 EY3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3769'STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION. THE EY3769'DESCRIPTION FITS THE LOCATION AND THE STATION IS ABOUT 90 FEET S EY3769'OF THE SHORE LINE AND ABOUT 80 FEET SW OF THE HEAD OF A SMALL EY3769'BIGHT. EY3769 EY3769 STATION RECOVERY (1949) EY3769 EY3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3769'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD EY3769'CONDITION. DISTANCES FROM THE STATION TO THE REFERENCE MARKS WERE EY3769'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL EY3769'DESCRIPTION AND THE 1935 RECOVERY NOTE ARE INADEQUATE. A NEW EY3769'DESCRIPTION FOLLOWS. EY3769' EY3769'DURHAM, 1933 IS ON THE S SHORE OF PAMLICO RIVER, ON THE MOST N EY3769'POINT ABOUT 1/2 MILE E OF LEES CREEK. STATION IS 26.1 METERS EY3769'207 DEG MAG. AZIMUTH FROM THE MOST N TIP OF A RECTANGULARLY-SHAPED EY3769'REED-COVERED POINT. 24.9 FEET 108 DEG MAG. AZIMUTH FROM A EY3769'TRIANGULAR-BLAZED 8-INCH PINE, 32.7 FEET 330 DEG MAG. AZIMUTH EY3769'FROM A TRIANGULAR-BLAZED 8-INCH PINE, AND IS ON HIGH, HARD EY3769'GROUND. THE E END OF A SAND BEACH IS 63.2 FEET NW OF THE EY3769'STATION. EY3769' EY3769'STATION MARK IS A BRONZE STATION DISK, STAMPED DURHAM 1933, AND EY3769'SET IN THE TOP OF AN 8- BY 36-INCH TILE PROJECTING 12 INCHES ABOVE EY3769'THE GROUND. EY3769' EY3769'REFERENCE MARK 1 IS E OF THE STATION, 11.5 FEET 32 DEG MAG. AZIMUTH EY3769'FROM A SQUARE BLAZED 8-INCH PINE. IT IS A BRONZE REFERENCE DISK, EY3769'STAMPED NO 1 1933, AND SET IN CONCRETE IN THE TOP OF A 6-INCH TILE EY3769'PROJECTING 6 INCHES ABOVE THE GROUND. EY3769' EY3769'REFERENCE MARK 2 IS S OF THE STATION, 23.7 FEET 164 DEG EY3769'MAG. AZIMUTH FROM A SQUARE BLAZED 5-INCH PINE. IT IS A BRONZE EY3769'REFERENCE DISK, STAMPED NO 2 1933, AND SET IN THE TOP OF A 6-INCH EY3769'TILE PROJECTING 4 INCHES ABOVE THE GROUND. EY3769' EY3769'THE FOLLOWING DIRECTIONS AND DISTANCES WERE MEASURED BECAUSE EY3769'LEES CREEK 2, 1914 WAS RECOVERED CLOSE TO DURHAM, 1933-- 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8751 *********************************************************************** AE8751 DESIGNATION - DURHAM 2 AE8751 PID - AE8751 AE8751 STATE/COUNTY- NC/BEAUFORT AE8751 USGS QUAD - AURORA (1993) AE8751 AE8751 *CURRENT SURVEY CONTROL AE8751 ___________________________________________________________________ AE8751* NAD 83(1986)- 35 22 27.27071(N) 076 50 13.92053(W) ADJUSTED AE8751* NAVD 88 - 3.975 (meters) 13.04 (feet) ADJUSTED AE8751 ___________________________________________________________________ AE8751 LAPLACE CORR- -2.33 (seconds) DEFLEC99 AE8751 GEOID HEIGHT- -37.12 (meters) GEOID03 AE8751 DYNAMIC HT - 3.972 (meters) 13.03 (feet) COMP AE8751 MODELED GRAV- 979,746.3 (mgal) NAVD 88 AE8751 AE8751 HORZ ORDER - SECOND AE8751 VERT ORDER - SECOND CLASS II AE8751 AE8751.The North Carolina HARNS have been completed but, AE8751.due to contractual restrictions, coordinates for these stations AE8751.will NOT be published in the near future. In the interim, the AE8751.published coordinates in North Carolina will not be AE8751.consistent with the Continuously Operating Reference Stations AE8751.(CORS). The HARN coordinates for these stations are available AE8751.upon request. Contact Gary Thompson(919-733-3836). AE8751. AE8751.In addition, the published North Carolina positions AE8751.(NAD 83 (1986)) are NOT consistent with those determined in AE8751.adjacent state readjustments. The discontinuity between stations AE8751.located in North Carolina and those in adjacent states AE8751.which have been adjusted to the HARN may be as much as 5 AE8751.decimeters. This will result in a significant loss of accuracy AE8751.over lines crossing such state borders. AE8751 AE8751 AE8751.The horizontal coordinates were established by classical geodetic methods AE8751.and adjusted by the National Geodetic Survey in April 1998. AE8751 AE8751.The orthometric height was determined by differential leveling AE8751.and adjusted by the National Geodetic Survey in May 2000. AE8751.No vertical observational check was made to the station. AE8751 AE8751.The Laplace correction was computed from DEFLEC99 derived deflections. AE8751 AE8751.The geoid height was determined by GEOID03. AE8751 AE8751.The dynamic height is computed by dividing the NAVD 88 AE8751.geopotential number by the normal gravity value computed on the AE8751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8751.degrees latitude (g = 980.6199 gals.). AE8751 AE8751.The modeled gravity was interpolated from observed gravity values. AE8751 AE8751; North East Units Scale Factor Converg. AE8751;SPC NC - 182,317.940 806,095.973 MT 0.99987487 +1 14 53.9 AE8751;SPC NC - 598,154.77 2,644,666.54 sFT 0.99987487 +1 14 53.9 AE8751;UTM 18 - 3,916,095.652 333,109.812 MT 0.99994325 -1 03 49.8 AE8751 AE8751! - Elev Factor x Scale Factor = Combined Factor AE8751!SPC NC - 1.00000520 x 0.99987487 = 0.99988007 AE8751!UTM 18 - 1.00000520 x 0.99994325 = 0.99994845 AE8751 AE8751|---------------------------------------------------------------------| AE8751| PID Reference Object Distance Geod. Az | AE8751| dddmmss.s | AE8751| AE8750 DURHAM AZ MK 2 263.884 METERS 19123 | AE8751| EY3807 DURHAM 28.918 METERS 34451 | AE8751|---------------------------------------------------------------------| AE8751 AE8751 SUPERSEDED SURVEY CONTROL AE8751 AE8751 NGVD 29 (04/21/98) 4.3 (m) 14. (f) VERT ANG AE8751 AE8751.Superseded values are not recommended for survey control. AE8751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8751.See file dsdata.txt to determine how the superseded data were derived. AE8751 AE8751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3311016096(NAD 83) AE8751_MARKER: DS = TRIANGULATION STATION DISK AE8751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8751_STAMPING: DURHAM 2 1989 AE8751_MARK LOGO: NGS AE8751_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE8751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8751+STABILITY: SURFACE MOTION AE8751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE8751+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1990 AE8751 AE8751 HISTORY - Date Condition Report By AE8751 HISTORY - 1989 MONUMENTED NCGS AE8751 HISTORY - 19900715 GOOD NCGS AE8751 AE8751 STATION DESCRIPTION AE8751 AE8751'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) AE8751'A NEW LOG HOUSE HAS BEEN CONSTRUCTED OVER THE UNDERGROUND MARK AE8751'FOR--DURHAM 1935--. THE HOMEOWNER KEPT THE ORIGINAL SURFACE DISK AND AE8751'THIS NEW MARK--DURHAM 2 1989--WAS SET NEAR THE SITE.$STATION IS AE8751'LOCATED ABOUT 6.60 KM (4.10 MI) NORTHEAST OF EDWARD AND 8.93 KM (5.55 AE8751'MI) NORTH-NORTHWEST OF AURORA.$PROCEED ALONG NC 33 FOR 1.50 MI (2.41 AE8751'KM) SOUTHEAST FROM THE POST OFFICE IN EDWARD, THENCE NORTHEAST FOR AE8751'0.65 MI (1.05 KM) ALONG SR 1949, THENCE NORTHEAST FOR 0.2 MI (0.3 KM) AE8751'ALONG SR 1942 (CREEKMUR RD), THENCE NORTH ALONG SR 1936 (BONNERTON RD) AE8751'FOR 4.20 MI (6.76 KM) TO SAINT MATTHEWS CHURCH, THENCE NORTH ALONG A AE8751'PRIVATE DIRT ROAD (BONNER AVE) FOR 0.15 MI (0.24 KM) TO STATION, IN AE8751'THE SOUTHEAST CORNER OF A YARD.$MARK IS RECESSED 2 INCHES BELOW AE8751'GROUND. LOCATED 11.05 M (36.25 FT) WEST OF THE CENTERLINE OF PRIVATE AE8751'ROAD, 3.2 M (10.5 FT) NORTH-NORTHEAST OF A WITNESS POST AND POWER POLE AE8751'WITH REFERENCE TAG, AND 14.9 M (48.9 FT) SOUTH-SOUTHWEST OF THE AE8751'SOUTHEAST CORNER AND 18.3 M (60.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST AE8751'CORNER OF A NEW LOG HOUSE, AND 23.06 M (75.66 FT) NORTHWEST OF A AE8751'24-INCH OAK WITH A REFERENCE TAG. AE8751 AE8751 STATION RECOVERY (1990) AE8751 AE8751'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE8751'STATION IS LOCATED ABOUT 6.60 KM (4.10 MI) NORTHEAST OF EDWARD AND AE8751'8.93 KM (5.55 MI) NORTH-NORTHWEST OF AURORA. PROCEED ALONG NC 33 FOR AE8751'1.50 MI (2.41 KM) SOUTHEAST FROM THE POST OFFICE IN EDWARD, THENCE AE8751'NORTHEAST FOR 0.65 MI (1.05 KM) ALONG SR 1949, THENCE NORTHEAST FOR AE8751'0.2 MI (0.3 KM) ALONG SR 1942 (CREEKMUR RD), THENCE NORTH ALONG SR AE8751'1936 (BONNERTON RD) FOR 4.20 MI (6.76 KM) TO SAINT MATTHEWS CHURCH, AE8751'THENCE NORTH ALONG A PRIVATE DIRT ROAD (BONNER AVE) FOR 0.15 MI (0.24 AE8751'KM) TO STATION, IN THE SOUTHEAST CORNER OF A YARD. MARK IS RECESSED 2 AE8751'INCHES BELOW GROUND. LOCATED 11.05 M (36.25 FT) WEST OF THE CENTERLINE AE8751'OF PRIVATE ROAD, 3.2 M (10.5 FT) NORTH-NORTHEAST OF A WITNESS POST AND AE8751'POWER POLE WITH REFERENCE TAG, AND 14.9 M (48.9 FT) SOUTH-SOUTHWEST OF AE8751'THE SOUTHEAST CORNER AND 18.3 M (60.0 FT) SOUTH-SOUTHEAST OF THE AE8751'SOUTHWEST CORNER OF A NEW LOG HOUSE, AND 23.06 M (75.66 FT) NORTHWEST AE8751'OF A 24-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3768 *********************************************************************** EY3768 DESIGNATION - DURHAM CREEK LIGHT EY3768 PID - EY3768 EY3768 STATE/COUNTY- NC/BEAUFORT EY3768 USGS QUAD - BATH (1993) EY3768 EY3768 *CURRENT SURVEY CONTROL EY3768 ___________________________________________________________________ EY3768* NAD 83(1986)- 35 24 04.73968(N) 076 49 13.79771(W) ADJUSTED EY3768* NAVD 88 - EY3768 ___________________________________________________________________ EY3768 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EY3768 GEOID HEIGHT- -37.12 (meters) GEOID03 EY3768 EY3768 HORZ ORDER - THIRD EY3768 EY3768.The North Carolina HARNS have been completed but, EY3768.due to contractual restrictions, coordinates for these stations EY3768.will NOT be published in the near future. In the interim, the EY3768.published coordinates in North Carolina will not be EY3768.consistent with the Continuously Operating Reference Stations EY3768.(CORS). The HARN coordinates for these stations are available EY3768.upon request. Contact Gary Thompson(919-733-3836). EY3768. EY3768.In addition, the published North Carolina positions EY3768.(NAD 83 (1986)) are NOT consistent with those determined in EY3768.adjacent state readjustments. The discontinuity between stations EY3768.located in North Carolina and those in adjacent states EY3768.which have been adjusted to the HARN may be as much as 5 EY3768.decimeters. This will result in a significant loss of accuracy EY3768.over lines crossing such state borders. EY3768 EY3768 EY3768.The horizontal coordinates were established by classical geodetic methods EY3768.and adjusted by the National Geodetic Survey in July 1986. EY3768 EY3768 EY3768.The Laplace correction was computed from DEFLEC99 derived deflections. EY3768 EY3768.The geoid height was determined by GEOID03. EY3768 EY3768; North East Units Scale Factor Converg. EY3768;SPC NC - 185,353.903 807,547.092 MT 0.99987599 +1 15 28.6 EY3768;SPC NC - 608,115.26 2,649,427.42 sFT 0.99987599 +1 15 28.6 EY3768;UTM 18 - 3,919,070.785 334,682.350 MT 0.99993681 -1 03 17.5 EY3768 EY3768 SUPERSEDED SURVEY CONTROL EY3768 EY3768 NAD 27 - 35 24 04.15020(N) 076 49 15.02460(W) AD( ) 3 EY3768 EY3768.Superseded values are not recommended for survey control. EY3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3768.See file dsdata.txt to determine how the superseded data were derived. EY3768 EY3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3468219071(NAD 83) EY3768_MARKER: 14 = NAVIGATION LIGHT EY3768 EY3768 HISTORY - Date Condition Report By EY3768 HISTORY - 1950 FIRST OBSERVED CGS EY3768 HISTORY - 1985 MARK NOT FOUND LOCSUR EY3768 EY3768 STATION DESCRIPTION EY3768 EY3768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG) EY3768'LOCATED IN PAMLICO RIVER, ABOUT 2.6 MILES, VIA BOAT, SE OF CORE EY3768'POINT COMMUNITY, ON THE W SIDE OF THE MOUTH OF DURHAM CREEK. EY3768' EY3768'THE LIGHT ATOP A RED BOX ON SINGLE PILE STRUCTURE, 14.0 FEET EY3768'ABOVE MEAN HIGH WATER. EY3768 EY3768 STATION RECOVERY (1985) EY3768 EY3768'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (EGM) EY3768'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0427 *********************************************************************** EY0427 DESIGNATION - E 164 EY0427 PID - EY0427 EY0427 STATE/COUNTY- NC/BEAUFORT EY0427 USGS QUAD - BUNYAN (1974) EY0427 EY0427 *CURRENT SURVEY CONTROL EY0427 ___________________________________________________________________ EY0427* NAD 83(1986)- 35 30 44.34038(N) 076 54 32.10644(W) ADJUSTED EY0427* NAVD 88 - 9.852 (meters) 32.32 (feet) ADJUSTED EY0427 ___________________________________________________________________ EY0427 LAPLACE CORR- -2.15 (seconds) DEFLEC99 EY0427 GEOID HEIGHT- -36.85 (meters) GEOID03 EY0427 DYNAMIC HT - 9.844 (meters) 32.30 (feet) COMP EY0427 MODELED GRAV- 979,761.5 (mgal) NAVD 88 EY0427 EY0427 HORZ ORDER - SECOND EY0427 VERT ORDER - SECOND CLASS 0 EY0427 EY0427.The North Carolina HARNS have been completed but, EY0427.due to contractual restrictions, coordinates for these stations EY0427.will NOT be published in the near future. In the interim, the EY0427.published coordinates in North Carolina will not be EY0427.consistent with the Continuously Operating Reference Stations EY0427.(CORS). The HARN coordinates for these stations are available EY0427.upon request. Contact Gary Thompson(919-733-3836). EY0427. EY0427.In addition, the published North Carolina positions EY0427.(NAD 83 (1986)) are NOT consistent with those determined in EY0427.adjacent state readjustments. The discontinuity between stations EY0427.located in North Carolina and those in adjacent states EY0427.which have been adjusted to the HARN may be as much as 5 EY0427.decimeters. This will result in a significant loss of accuracy EY0427.over lines crossing such state borders. EY0427 EY0427 EY0427.The horizontal coordinates were established by classical geodetic methods EY0427.and adjusted by the National Geodetic Survey in July 1998. EY0427 EY0427.The orthometric height was determined by differential leveling EY0427.and adjusted by the National Geodetic Survey in June 1991. EY0427 EY0427.The Laplace correction was computed from DEFLEC99 derived deflections. EY0427 EY0427.The geoid height was determined by GEOID03. EY0427 EY0427.The dynamic height is computed by dividing the NAVD 88 EY0427.geopotential number by the normal gravity value computed on the EY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0427.degrees latitude (g = 980.6199 gals.). EY0427 EY0427.The modeled gravity was interpolated from observed gravity values. EY0427 EY0427; North East Units Scale Factor Converg. EY0427;SPC NC - 197,492.307 799,258.569 MT 0.99988290 +1 12 24.9 EY0427;SPC NC - 647,939.34 2,622,234.16 sFT 0.99988290 +1 12 24.9 EY0427;UTM 18 - 3,931,534.920 326,890.196 MT 0.99996930 -1 06 32.8 EY0427 EY0427! - Elev Factor x Scale Factor = Combined Factor EY0427!SPC NC - 1.00000424 x 0.99988290 = 0.99988714 EY0427!UTM 18 - 1.00000424 x 0.99996930 = 0.99997354 EY0427 EY0427 SUPERSEDED SURVEY CONTROL EY0427 EY0427 NAVD 88 (07/14/98) 9.85 (m) 32.3 (f) LEVELING 3 EY0427 NGVD 29 (??/??/92) 10.184 (m) 33.41 (f) ADJ UNCH 2 0 EY0427 EY0427.Superseded values are not recommended for survey control. EY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0427.See file dsdata.txt to determine how the superseded data were derived. EY0427 EY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2689031535(NAD 83) EY0427_MARKER: DB = BENCH MARK DISK EY0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0427_SP_SET: CONCRETE POST EY0427_STAMPING: E 164 1963 EY0427_MARK LOGO: CGS EY0427_MAGNETIC: N = NO MAGNETIC MATERIAL EY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0427+STABILITY: SURFACE MOTION EY0427 EY0427 HISTORY - Date Condition Report By EY0427 HISTORY - 1963 MONUMENTED CGS EY0427 HISTORY - 1982 GOOD NCGS EY0427 HISTORY - 19840601 GOOD NCGS EY0427 HISTORY - 19870829 GOOD USPSQD EY0427 HISTORY - 1989 GOOD USPSQD EY0427 HISTORY - 1989 GOOD USPSQD EY0427 EY0427 STATION DESCRIPTION EY0427 EY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0427'5.8 MI NW FROM BATH. EY0427'ABOUT 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 92 AND U.S. HIGHWAY EY0427'264 FROM THE WEST END OF THE LARGE STATE HIGHWAY 92 BRIDGE OVER EY0427'BATH CREEK AT BATH, 0.35 MILE WEST OF THE JUNCTION OF STATE EY0427'HIGHWAY 92 AND U.S. 264, NEAR THE EAST END OF A TRIANGLE FORMED EY0427'BY THE HIGHWAYS AND COUNTY ROAD NO. 1331 LEADING WEST-SOUTHWEST, EY0427'54.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAYS, 28.6 FEET NORTH EY0427'OF THE CENTER LINE OF THE COUNTY ROAD, 101.5 FEET EAST OF THE EY0427'SOUTHEAST CORNER OF THE WOODARDS POND CHURCH OF CHRIST, 2 FEET EAST EY0427'OF TELEPHONE POLE NO. 373, 3.6 FEET SOUTHWEST OF A CONCRETE EY0427'RIGHT-OF-WAY MARKER, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAYS EY0427'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. EY0427 EY0427 STATION RECOVERY (1982) EY0427 EY0427'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0427'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. THE STATION EY0427'IS LOCATED ABOUT 14.0 KM (8.7 MI) EAST-SOUTHEAST OF WASHINGTON AND EY0427'24.2 KM (15.0 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 4.2 KM EY0427'(2.6 MI) EAST FROM THE INTERSECTION WITH NC 32, OR 0.6 KM (0.35 MI) EY0427'WEST FROM THE INTERSECTION WITH NC 92, AT THE INTERSECTION WITH SR EY0427'1331, ON THE GROUNDS OF WOODARDS POND CHURCH OF CHRIST, IN FRONT OF EY0427'THE CHURCH BUILDING. THE STATION IS A STANDARD CGS DISK STAMPED---E EY0427'164 1963---, SET INTO THE TOP OF A CONCRETE POST PROJECTING 2 CM EY0427'ABOVE GROUND. LOCATED 16.8 METERS (55.2 FT) SOUTHWEST OF US 264, 8.7 EY0427'METERS (28.5 FT) NORTH OF THE CENTERLINE OF SR 1331, 1.3 METERS (4.3 EY0427'FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 13.9 METERS (45.6 FT) EAST OF EY0427'A 30-INCH OAK WITH A REFERENCE TAG, 30.8 METERS (101.2 FT) EAST OF EY0427'THE SOUTHEAST CORNER OF WOOLARDS POND CHURCH, AND 15.1 METERS (49.6 EY0427'FT) WEST OF A CONCRETE CULVERT UNDER SR 1331. MARK IS ALSO A EY0427'HORIZONTAL STATION. EY0427 EY0427 STATION RECOVERY (1984) EY0427 EY0427'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY0427'STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) EAST-SOUTHEAST OF EY0427'WASHINGTON AND 24.2 KM (15.05 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY0427'264 FOR 4.2 KM (2.60 MI) EAST FROM NC 32, OR 0.6 KM (0.35 MI) WEST EY0427'FROM NC 92, AT SR 1331, ON THE GROUNDS OF WOODARDS POND CHURCH OF EY0427'CHRIST, IN FRONT OF THE CHURCH BUILDING. MARK PROJECTS 1 INCH ABOVE EY0427'GROUND. LOCATED 16.8 M (55.1 FT) SOUTHWEST OF US 264, 8.7 METERS (28.5 EY0427'FT) NORTH OF THE CENTERLINE OF SR 1331, 1.3 M (4.3 FT) SOUTHWEST OF A EY0427'RIGHT-OF-WAY MARKER, 13.9 M (45.6 FT) EAST OF A 30-INCH OAK WITH A EY0427'REFERENCE TAG, 30.8 M (101.0 FT) EAST OF THE SOUTHEAST CORNER OF EY0427'WOOLARDS POND CHURCH, AND 15.1 M (49.5 FT) WEST OF A CONCRETE CULVERT EY0427'UNDER SR 1331. NOTE-1984 RECOVERY SHOWS STAMPING AS E 164 1982, SET EY0427'DATE AS 1982 BY LFS,SETTING AGENCY AS NCGS IN ORIGINAL SUBMISSION. EY0427 EY0427 STATION RECOVERY (1987) EY0427 EY0427'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY0427'RECOVERED IN GOOD CONDITION. EY0427 EY0427 STATION RECOVERY (1989) EY0427 EY0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ) EY0427'RECOVERED IN GOOD CONDITION. EY0427 EY0427 STATION RECOVERY (1989) EY0427 EY0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY0427'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5889 *********************************************************************** AE5889 DESIGNATION - EARL AE5889 PID - AE5889 AE5889 STATE/COUNTY- NC/BEAUFORT AE5889 USGS QUAD - HACKNEY (1983) AE5889 AE5889 *CURRENT SURVEY CONTROL AE5889 ___________________________________________________________________ AE5889* NAD 83(1986)- 35 27 06.64318(N) 077 03 23.58427(W) ADJUSTED AE5889* NAVD 88 - 9.473 (meters) 31.08 (feet) ADJUSTED AE5889 ___________________________________________________________________ AE5889 LAPLACE CORR- -1.90 (seconds) DEFLEC99 AE5889 GEOID HEIGHT- -36.73 (meters) GEOID03 AE5889 DYNAMIC HT - 9.464 (meters) 31.05 (feet) COMP AE5889 MODELED GRAV- 979,752.2 (mgal) NAVD 88 AE5889 AE5889 HORZ ORDER - SECOND AE5889 VERT ORDER - SECOND CLASS II AE5889 AE5889.The North Carolina HARNS have been completed but, AE5889.due to contractual restrictions, coordinates for these stations AE5889.will NOT be published in the near future. In the interim, the AE5889.published coordinates in North Carolina will not be AE5889.consistent with the Continuously Operating Reference Stations AE5889.(CORS). The HARN coordinates for these stations are available AE5889.upon request. Contact Gary Thompson(919-733-3836). AE5889. AE5889.In addition, the published North Carolina positions AE5889.(NAD 83 (1986)) are NOT consistent with those determined in AE5889.adjacent state readjustments. The discontinuity between stations AE5889.located in North Carolina and those in adjacent states AE5889.which have been adjusted to the HARN may be as much as 5 AE5889.decimeters. This will result in a significant loss of accuracy AE5889.over lines crossing such state borders. AE5889 AE5889 AE5889.The horizontal coordinates were established by classical geodetic methods AE5889.and adjusted by the National Geodetic Survey in April 1998. AE5889 AE5889.The orthometric height was determined by differential leveling AE5889.and adjusted by the National Geodetic Survey in June 1998. AE5889 AE5889.The Laplace correction was computed from DEFLEC99 derived deflections. AE5889 AE5889.The geoid height was determined by GEOID03. AE5889 AE5889.The dynamic height is computed by dividing the NAVD 88 AE5889.geopotential number by the normal gravity value computed on the AE5889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5889.degrees latitude (g = 980.6199 gals.). AE5889 AE5889.The modeled gravity was interpolated from observed gravity values. AE5889 AE5889; North East Units Scale Factor Converg. AE5889;SPC NC - 190,513.021 786,001.647 MT 0.99987867 +1 07 18.1 AE5889;SPC NC - 625,041.47 2,578,740.40 sFT 0.99987867 +1 07 18.1 AE5889;UTM 18 - 3,925,096.174 313,360.523 MT 1.00002929 -1 11 35.5 AE5889 AE5889! - Elev Factor x Scale Factor = Combined Factor AE5889!SPC NC - 1.00000428 x 0.99987867 = 0.99988295 AE5889!UTM 18 - 1.00000428 x 1.00002929 = 1.00003357 AE5889 AE5889 SUPERSEDED SURVEY CONTROL AE5889 AE5889 NGVD 29 (04/29/98) 9.80 (m) 32.2 (f) LEVELING 3 AE5889 AE5889.Superseded values are not recommended for survey control. AE5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5889.See file dsdata.txt to determine how the superseded data were derived. AE5889 AE5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1336125096(NAD 83) AE5889_MARKER: DH = HORIZONTAL CONTROL DISK AE5889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5889_STAMPING: EARL 1983 AE5889_MARK LOGO: NCGS AE5889_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5889+STABILITY: SURFACE MOTION AE5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5889+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5889 AE5889 HISTORY - Date Condition Report By AE5889 HISTORY - 1983 MONUMENTED NCGS AE5889 HISTORY - 19900514 GOOD NCGS AE5889 HISTORY - 20040327 GOOD USPSQD AE5889 AE5889 STATION DESCRIPTION AE5889 AE5889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5889'STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) SOUTHEAST OF CHOCOWINITY, OR AE5889'13.08 KM (8.10 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 8.4 AE5889'KM (5.20 MI) SOUTHEAST OF US 17, OR 0.6 KM (0.35 MI) SOUTHEAST OF SR AE5889'1124, ON PROLONGATION OF THE NORTH SIDE OF A SHINGLED HOUSE. MARK IS AE5889'RECESSED 3 INCHES BELOW GROUND. LOCATED 5.6 M (18.4 FT) EAST OF THE AE5889'CENTERLINE OF THE HIGHWAY, 26.8 M (87.9 FT) NORTHEAST OF A 24-INCH AE5889'PECAN CLUSTER, 21.84 M (71.65 FT) EAST OF A 30-INCH PECAN, AND 9.44 M AE5889'(30.97 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. AE5889 AE5889 STATION RECOVERY (1990) AE5889 AE5889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5889'RECOVERED AS DESCRIBED. AE5889 AE5889 STATION RECOVERY (2004) AE5889 AE5889'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5889'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3449 *********************************************************************** EY3449 DESIGNATION - EARP EY3449 PID - EY3449 EY3449 STATE/COUNTY- NC/BEAUFORT EY3449 USGS QUAD - PAMLICO BEACH (1974) EY3449 EY3449 *CURRENT SURVEY CONTROL EY3449 ___________________________________________________________________ EY3449* NAD 83(1986)- 35 23 34.11415(N) 076 34 31.40520(W) ADJUSTED EY3449* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3449 ___________________________________________________________________ EY3449 LAPLACE CORR- -1.53 (seconds) DEFLEC99 EY3449 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3449 EY3449 HORZ ORDER - SECOND EY3449 EY3449.The North Carolina HARNS have been completed but, EY3449.due to contractual restrictions, coordinates for these stations EY3449.will NOT be published in the near future. In the interim, the EY3449.published coordinates in North Carolina will not be EY3449.consistent with the Continuously Operating Reference Stations EY3449.(CORS). The HARN coordinates for these stations are available EY3449.upon request. Contact Gary Thompson(919-733-3836). EY3449. EY3449.In addition, the published North Carolina positions EY3449.(NAD 83 (1986)) are NOT consistent with those determined in EY3449.adjacent state readjustments. The discontinuity between stations EY3449.located in North Carolina and those in adjacent states EY3449.which have been adjusted to the HARN may be as much as 5 EY3449.decimeters. This will result in a significant loss of accuracy EY3449.over lines crossing such state borders. EY3449 EY3449 EY3449.The horizontal coordinates were established by classical geodetic methods EY3449.and adjusted by the National Geodetic Survey in July 1986. EY3449 EY3449.The orthometric height was scaled from a topographic map. EY3449 EY3449.The Laplace correction was computed from DEFLEC99 derived deflections. EY3449 EY3449.The geoid height was determined by GEOID03. EY3449 EY3449; North East Units Scale Factor Converg. EY3449;SPC NC - 184,926.687 829,827.147 MT 0.99987561 +1 23 57.9 EY3449;SPC NC - 606,713.64 2,722,524.56 sFT 0.99987561 +1 23 57.9 EY3449;UTM 18 - 3,917,744.939 356,927.419 MT 0.99985226 -0 54 45.3 EY3449 EY3449! - Elev Factor x Scale Factor = Combined Factor EY3449!SPC NC - 1.00000591 x 0.99987561 = 0.99988151 EY3449!UTM 18 - 1.00000591 x 0.99985226 = 0.99985816 EY3449 EY3449: Primary Azimuth Mark Grid Az EY3449:SPC NC - SIM 074 08 52.6 EY3449:UTM 18 - SIM 076 27 35.8 EY3449 EY3449|---------------------------------------------------------------------| EY3449| PID Reference Object Distance Geod. Az | EY3449| dddmmss.s | EY3449| EY3452 GRASSY POINT BEACON APPROX. 4.2 KM 0055035.0 | EY3449| EY3467 WADE 2 21.844 METERS 06556 | EY3449| EY3463 SIM APPROX. 4.0 KM 0753250.5 | EY3449| EY3442 ABEL BAY BEACON APPROX. 6.0 KM 0955539.7 | EY3449| EY4955 EARP RM 1 19.845 METERS 19317 | EY3449| EY4956 EARP RM 2 17.870 METERS 24230 | EY3449| EY5596 WADE 2 RM 6.100 METERS 34051 | EY3449|---------------------------------------------------------------------| EY3449 EY3449 SUPERSEDED SURVEY CONTROL EY3449 EY3449 NAD 27 - 35 23 33.51000(N) 076 34 32.66600(W) AD( ) 2 EY3449 EY3449.Superseded values are not recommended for survey control. EY3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3449.See file dsdata.txt to determine how the superseded data were derived. EY3449 EY3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5692717745(NAD 83) EY3449_MARKER: DS = TRIANGULATION STATION DISK EY3449_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3449_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3449 EY3449 HISTORY - Date Condition Report By EY3449 HISTORY - 1933 MONUMENTED CGS EY3449 HISTORY - 1949 GOOD CGS EY3449 EY3449 STATION DESCRIPTION EY3449 EY3449'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3449'STATION IS ON THE W SIDE OF THE MOUTH OF THE PUNGO RIVER, ABOUT EY3449'1/4 MILE N OF WADE POINT, ON A FLAT SANDY POINT COVERED WITH EY3449'UNDERBRUSH, AND REACHING OUT SLIGHTLY FROM THE WOOD LINE, AT OLD EY3449'STATION, WADE 2. THE STATION IS DIRECTLY INSHORE FROM THE OLD EY3449'STATION, WHICH IS AT THE EDGE OF THE WATER, AT EDGE OF PINE EY3449'WOODS. THE SITE IS LOW, AND COVERED WITH GRASS, ON THE POINT EY3449'ARE TWO LONE PINE TREES, AND STATION IS ABOUT 3 FEET ABOVE EY3449'WATER. EY3449' EY3449'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3449'CONCRETE, IN TOP OF TILE. EY3449' EY3449'TWO REFERENCE MARKS ARE BACK IN THE PINE WOODS SW AND W OF THE EY3449'STATION, WITNESSED BY BLAZED PINE TREES. THE OLD REFERENCE MARK EY3449'IS AT THE EDGE OF THE WOODS. EY3449' EY3449'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS. EY3449 EY3449 STATION RECOVERY (1949) EY3449 EY3449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3449'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION. OLD EY3449'R.M. (WADE 2) NOT RECOVERED. DISTANCES TO R.M.S WERE MEASURED EY3449'WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL EY3449'DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3449' EY3449'LOCATED ON THE W SHORE OF THE PUNGO RIVER, APPROXIMATELY 1/4 EY3449'MILE N OF WADE POINT, ON A SMALL GRASS-COVERED POINT, IN THE EY3449'EDGE OF THE TREE LINE, 37.5 FEET W, 11.5 FEET S, AND 47.2 FEET EY3449'N OF THE SHORE. EY3449' EY3449'EXTENSIVE LOGGING OPERATIONS ARE IN PROGRESS IN THE IMMEDIATE EY3449'VICINITY OF THE STATION AND SOME EVIDENCE OF THIS WORK SHOULD EY3449'REMAIN. EY3449' EY3449'STATION MARK IS STAMPED EARP 1933 AND PROJECTS 3 INCHES ABOVE EY3449'GROUND. R.M.S ARE STAMPED EARP 1933 NO 1 AND EARP 1933 NO 2, EY3449'RESPECTIVELY, AND PROJECT 6 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3877 *********************************************************************** EY3877 DESIGNATION - ED EY3877 PID - EY3877 EY3877 STATE/COUNTY- NC/BEAUFORT EY3877 USGS QUAD - EDWARD (1983) EY3877 EY3877 *CURRENT SURVEY CONTROL EY3877 ___________________________________________________________________ EY3877* NAD 83(1986)- 35 19 39.98708(N) 076 52 57.11906(W) ADJUSTED EY3877* NAVD 88 - 12.022 (meters) 39.44 (feet) ADJUSTED EY3877 ___________________________________________________________________ EY3877 LAPLACE CORR- -2.46 (seconds) DEFLEC99 EY3877 GEOID HEIGHT- -37.10 (meters) GEOID03 EY3877 DYNAMIC HT - 12.012 (meters) 39.41 (feet) COMP EY3877 MODELED GRAV- 979,743.7 (mgal) NAVD 88 EY3877 EY3877 HORZ ORDER - SECOND EY3877 VERT ORDER - SECOND CLASS II EY3877 EY3877.The North Carolina HARNS have been completed but, EY3877.due to contractual restrictions, coordinates for these stations EY3877.will NOT be published in the near future. In the interim, the EY3877.published coordinates in North Carolina will not be EY3877.consistent with the Continuously Operating Reference Stations EY3877.(CORS). The HARN coordinates for these stations are available EY3877.upon request. Contact Gary Thompson(919-733-3836). EY3877. EY3877.In addition, the published North Carolina positions EY3877.(NAD 83 (1986)) are NOT consistent with those determined in EY3877.adjacent state readjustments. The discontinuity between stations EY3877.located in North Carolina and those in adjacent states EY3877.which have been adjusted to the HARN may be as much as 5 EY3877.decimeters. This will result in a significant loss of accuracy EY3877.over lines crossing such state borders. EY3877 EY3877 EY3877.The horizontal coordinates were established by classical geodetic methods EY3877.and adjusted by the National Geodetic Survey in April 1998. EY3877 EY3877.The orthometric height was determined by differential leveling EY3877.and adjusted by the National Geodetic Survey in June 1998. EY3877 EY3877.The Laplace correction was computed from DEFLEC99 derived deflections. EY3877 EY3877.The geoid height was determined by GEOID03. EY3877 EY3877.The dynamic height is computed by dividing the NAVD 88 EY3877.geopotential number by the normal gravity value computed on the EY3877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3877.degrees latitude (g = 980.6199 gals.). EY3877 EY3877.The modeled gravity was interpolated from observed gravity values. EY3877 EY3877; North East Units Scale Factor Converg. EY3877;SPC NC - 177,075.520 802,087.961 MT 0.99987347 +1 13 19.7 EY3877;SPC NC - 580,955.27 2,631,516.92 sFT 0.99987347 +1 13 19.7 EY3877;UTM 18 - 3,911,018.760 328,893.289 MT 0.99996082 -1 05 19.8 EY3877 EY3877! - Elev Factor x Scale Factor = Combined Factor EY3877!SPC NC - 1.00000394 x 0.99987347 = 0.99987741 EY3877!UTM 18 - 1.00000394 x 0.99996082 = 0.99996476 EY3877 EY3877: Primary Azimuth Mark Grid Az EY3877:SPC NC - GRAY 148 56 02.8 EY3877:UTM 18 - GRAY 151 14 42.3 EY3877 EY3877|---------------------------------------------------------------------| EY3877| PID Reference Object Distance Geod. Az | EY3877| dddmmss.s | EY3877| EY3878 GRAY 496.452 METERS 1500922.5 | EY3877|---------------------------------------------------------------------| EY3877 EY3877 SUPERSEDED SURVEY CONTROL EY3877 EY3877 NAD 83(1986)- 35 19 39.99760(N) 076 52 57.11278(W) AD( ) 2 EY3877 NAD 27 - 35 19 39.38263(N) 076 52 58.34879(W) AD( ) 2 EY3877 NGVD 29 (04/29/98) 12.34 (m) 40.5 (f) LEVELING 3 EY3877 EY3877.Superseded values are not recommended for survey control. EY3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3877.See file dsdata.txt to determine how the superseded data were derived. EY3877 EY3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2889311019(NAD 83) EY3877_MARKER: DE = TRAVERSE STATION DISK EY3877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3877_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3877_STAMPING: ED 1966 EY3877_MARK LOGO: NCGS EY3877_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3877+STABILITY: SURFACE MOTION EY3877 EY3877 HISTORY - Date Condition Report By EY3877 HISTORY - 1966 MONUMENTED NCGS EY3877 HISTORY - 19830101 GOOD NCGS EY3877 EY3877 STATION DESCRIPTION EY3877 EY3877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3877'ED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3877'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3877' EY3877'ED IS 5.6 MILES WNW OF AURORA. LOCATED 0.25 MILES NW ALONG EY3877'NC 33 FROM SR 1932 IN EDWARD. 1.0 MILE SE ALONG NC 33 FROM EY3877'SR 1954. AND ON SW SHOULDER OF NC 33. EY3877' EY3877'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3877'ED 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3877'IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3877' EY3877'MARK IS EY3877' EY3877'11.3 FT S OF C/L OF NC 33 EY3877' EY3877'5.8 FT S OF YELLOW ARROW PAINTED ON NC 33 EY3877' EY3877'108.7 FT E OF TP 496 WITH ALUMINUM REF. TAG EY3877' EY3877'78.3 FT W OF TP 497 WITH ALUMINUM REF. TAG EY3877' EY3877'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3877 EY3877 STATION RECOVERY (1983) EY3877 EY3877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3877'STATION IS LOCATED ABOUT 0.2 KM (0.10 MI) NORTH OF EDWARD. ALONG NC 33 EY3877'FOR 0.2 KM (0.10 MI) NORTH FROM THE EDWARDS POST OFFICE, OR 1.6 KM EY3877'(1.00 MI) SOUTHEAST OF SR 1954. MARK IS RECESSED 3 INCHES BELOW EY3877'GROUND. LOCATED 5.4 M (17.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF EY3877'THE HIGHWAY, 15.4 M (50.5 FT) SOUTHWEST OF THE SOUTH END OF A DRIVEWAY EY3877'CULVERT, 17.6 M (57.7 FT) NORTH OF THE NORTH END OF A DRIVEWAY EY3877'CULVERT, AND 12.2 M (40.0 FT) NORTH OF A TELEPHONE PEDESTAL 497. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9548 *********************************************************************** AE9548 DESIGNATION - EDWARD AE9548 PID - AE9548 AE9548 STATE/COUNTY- NC/BEAUFORT AE9548 USGS QUAD - EDWARD (1983) AE9548 AE9548 *CURRENT SURVEY CONTROL AE9548 ___________________________________________________________________ AE9548* NAD 83(1986)- 35 19 41.46858(N) 076 52 58.16937(W) ADJUSTED AE9548* NAVD 88 - 12.0 (meters) 39. (feet) VERTCON AE9548 ___________________________________________________________________ AE9548 LAPLACE CORR- -2.47 (seconds) DEFLEC99 AE9548 GEOID HEIGHT- -37.10 (meters) GEOID03 AE9548 AE9548 HORZ ORDER - SECOND AE9548 AE9548.The North Carolina HARNS have been completed but, AE9548.due to contractual restrictions, coordinates for these stations AE9548.will NOT be published in the near future. In the interim, the AE9548.published coordinates in North Carolina will not be AE9548.consistent with the Continuously Operating Reference Stations AE9548.(CORS). The HARN coordinates for these stations are available AE9548.upon request. Contact Gary Thompson(919-733-3836). AE9548. AE9548.In addition, the published North Carolina positions AE9548.(NAD 83 (1986)) are NOT consistent with those determined in AE9548.adjacent state readjustments. The discontinuity between stations AE9548.located in North Carolina and those in adjacent states AE9548.which have been adjusted to the HARN may be as much as 5 AE9548.decimeters. This will result in a significant loss of accuracy AE9548.over lines crossing such state borders. AE9548 AE9548 AE9548.The horizontal coordinates were established by classical geodetic methods AE9548.and adjusted by the National Geodetic Survey in April 1998. AE9548 AE9548.The NAVD 88 height was computed by applying the VERTCON shift value to AE9548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9548 AE9548.The Laplace correction was computed from DEFLEC99 derived deflections. AE9548 AE9548.The geoid height was determined by GEOID03. AE9548 AE9548; North East Units Scale Factor Converg. AE9548;SPC NC - 177,120.596 802,060.470 MT 0.99987348 +1 13 19.1 AE9548;SPC NC - 581,103.16 2,631,426.73 sFT 0.99987348 +1 13 19.1 AE9548;UTM 18 - 3,911,064.912 328,867.635 MT 0.99996092 -1 05 20.5 AE9548 AE9548! - Elev Factor x Scale Factor = Combined Factor AE9548!SPC NC - 1.00000393 x 0.99987348 = 0.99987741 AE9548!UTM 18 - 1.00000393 x 0.99996092 = 0.99996485 AE9548 AE9548 SUPERSEDED SURVEY CONTROL AE9548 AE9548 NGVD 29 (04/29/98) 12.4 (m) 41. (f) VERT ANG AE9548 AE9548.Superseded values are not recommended for survey control. AE9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9548.See file dsdata.txt to determine how the superseded data were derived. AE9548 AE9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2886811065(NAD 83) AE9548_MARKER: DH = HORIZONTAL CONTROL DISK AE9548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9548_MARK LOGO: NCGS AE9548_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9548+STABILITY: SURFACE MOTION AE9548 AE9548 HISTORY - Date Condition Report By AE9548 HISTORY - 1983 MONUMENTED NCGS AE9548 HISTORY - 19860101 SEE DESCRIPTION NCGS AE9548 AE9548 STATION DESCRIPTION AE9548 AE9548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) AE9548'THIS WAS A TEMPORARY POINT USED IN THE TRAVERSE. IT IS NO LONGER IN AE9548'EXISTANCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9119 *********************************************************************** AF9119 DESIGNATION - ELWOOD AF9119 PID - AF9119 AF9119 STATE/COUNTY- NC/BEAUFORT AF9119 USGS QUAD - PINETOWN (1974) AF9119 AF9119 *CURRENT SURVEY CONTROL AF9119 ___________________________________________________________________ AF9119* NAD 83(1986)- 35 34 50.31859(N) 076 50 47.64118(W) ADJUSTED AF9119* NAVD 88 - 8.5 (meters) 28. (feet) VERT ANG AF9119 ___________________________________________________________________ AF9119 LAPLACE CORR- -1.91 (seconds) DEFLEC99 AF9119 GEOID HEIGHT- -36.83 (meters) GEOID03 AF9119 AF9119 HORZ ORDER - SECOND AF9119 AF9119.The North Carolina HARNS have been completed but, AF9119.due to contractual restrictions, coordinates for these stations AF9119.will NOT be published in the near future. In the interim, the AF9119.published coordinates in North Carolina will not be AF9119.consistent with the Continuously Operating Reference Stations AF9119.(CORS). The HARN coordinates for these stations are available AF9119.upon request. Contact Gary Thompson(919-733-3836). AF9119. AF9119.In addition, the published North Carolina positions AF9119.(NAD 83 (1986)) are NOT consistent with those determined in AF9119.adjacent state readjustments. The discontinuity between stations AF9119.located in North Carolina and those in adjacent states AF9119.which have been adjusted to the HARN may be as much as 5 AF9119.decimeters. This will result in a significant loss of accuracy AF9119.over lines crossing such state borders. AF9119 AF9119 AF9119.The horizontal coordinates were established by classical geodetic methods AF9119.and adjusted by the National Geodetic Survey in July 1998. AF9119 AF9119.The orthometric height was determined by vertical angle observations. AF9119 AF9119.The Laplace correction was computed from DEFLEC99 derived deflections. AF9119 AF9119.The geoid height was determined by GEOID03. AF9119 AF9119; North East Units Scale Factor Converg. AF9119;SPC NC - 205,191.511 804,748.442 MT 0.99988901 +1 14 34.4 AF9119;SPC NC - 673,199.15 2,640,245.51 sFT 0.99988901 +1 14 34.4 AF9119;UTM 18 - 3,939,006.435 332,687.234 MT 0.99994497 -1 04 28.8 AF9119 AF9119! - Elev Factor x Scale Factor = Combined Factor AF9119!SPC NC - 1.00000444 x 0.99988901 = 0.99989345 AF9119!UTM 18 - 1.00000444 x 0.99994497 = 0.99994941 AF9119 AF9119 SUPERSEDED SURVEY CONTROL AF9119 AF9119.No superseded survey control is available for this station. AF9119 AF9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3268739006(NAD 83) AF9119_MARKER: DE = TRAVERSE STATION DISK AF9119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9119_STAMPING: ELWOOD 1983 AF9119_MARK LOGO: NCGS AF9119_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9119+STABILITY: SURFACE MOTION AF9119 AF9119 HISTORY - Date Condition Report By AF9119 HISTORY - 1983 MONUMENTED NCGS AF9119 AF9119 STATION DESCRIPTION AF9119 AF9119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9119'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTH-SOUTHEAST OF PINETOWN AF9119'AND 19.3 KM (12.00 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 11.4 KM AF9119'(7.10 MI) NORTH FROM US 264, IN THE RIGHT SHOULDER, ON THE AF9119'PROLONGATION OF THE WEST END OF THE ELWOOD JEFFERSON HOUSE. MARK IS AF9119'RECESSED 3 INCHES BELOW GROUND. LOCATED 5.6 M (18.4 FT) AF9119'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.8 M (68.2 FT) AF9119'SOUTHWEST OF THE WEST END OF A CONCRETE DRIVEWAY CULVERT--AND 15.7 M AF9119'(51.5 FT) WEST OF A 24-INCH PINE, 32.6 M (107.0 FT) SOUTHEAST OF A AF9119'POWER POLE, AND 7.8 M (25.6 FT) NORTH OF A 10-INCH PINE--ALL THREE AF9119'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2110 *********************************************************************** EY2110 DESIGNATION - END EY2110 PID - EY2110 EY2110 STATE/COUNTY- NC/BEAUFORT EY2110 USGS QUAD - WASHINGTON (1983) EY2110 EY2110 *CURRENT SURVEY CONTROL EY2110 ___________________________________________________________________ EY2110* NAD 83(1986)- 35 32 27.69522(N) 077 03 45.79005(W) ADJUSTED EY2110* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2110 ___________________________________________________________________ EY2110 LAPLACE CORR- -2.13 (seconds) DEFLEC99 EY2110 GEOID HEIGHT- -36.62 (meters) GEOID03 EY2110 EY2110 HORZ ORDER - THIRD EY2110 EY2110.The North Carolina HARNS have been completed but, EY2110.due to contractual restrictions, coordinates for these stations EY2110.will NOT be published in the near future. In the interim, the EY2110.published coordinates in North Carolina will not be EY2110.consistent with the Continuously Operating Reference Stations EY2110.(CORS). The HARN coordinates for these stations are available EY2110.upon request. Contact Gary Thompson(919-733-3836). EY2110. EY2110.In addition, the published North Carolina positions EY2110.(NAD 83 (1986)) are NOT consistent with those determined in EY2110.adjacent state readjustments. The discontinuity between stations EY2110.located in North Carolina and those in adjacent states EY2110.which have been adjusted to the HARN may be as much as 5 EY2110.decimeters. This will result in a significant loss of accuracy EY2110.over lines crossing such state borders. EY2110 EY2110 EY2110.The horizontal coordinates were established by classical geodetic methods EY2110.and adjusted by the National Geodetic Survey in July 1986. EY2110 EY2110.The orthometric height was scaled from a topographic map. EY2110 EY2110.The Laplace correction was computed from DEFLEC99 derived deflections. EY2110 EY2110.The geoid height was determined by GEOID03. EY2110 EY2110; North East Units Scale Factor Converg. EY2110;SPC NC - 200,393.642 785,248.784 MT 0.99988529 +1 07 05.3 EY2110;SPC NC - 657,458.14 2,576,270.39 sFT 0.99988529 +1 07 05.3 EY2110;UTM 18 - 3,935,000.618 313,007.540 MT 1.00003091 -1 11 57.8 EY2110 EY2110! - Elev Factor x Scale Factor = Combined Factor EY2110!SPC NC - 1.00000580 x 0.99988529 = 0.99989109 EY2110!UTM 18 - 1.00000580 x 1.00003091 = 1.00003671 EY2110 EY2110: Primary Azimuth Mark Grid Az EY2110:SPC NC - STREET 003 50 48.1 EY2110:UTM 18 - STREET 006 09 51.2 EY2110 EY2110|---------------------------------------------------------------------| EY2110| PID Reference Object Distance Geod. Az | EY2110| dddmmss.s | EY2110| EY2161 STREET 437.223 METERS 0045753.4 | EY2110| EY2170 WASHINGTON HS FLAGPOLE APPROX. 0.6 KM 0195914.4 | EY2110| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 0.7 KM 0281205.3 | EY2110| EY2195 WASHINGTON METH CHURCH SPIRE APPROX. 0.6 KM 0425436.7 | EY2110| EY2150 ROCK 440.798 METERS 1382045.4 | EY2110| EY4465 END RM 42.310 METERS 19938 | EY2110| EY2128 LINE APPROX. 0.9 KM 2905038.6 | EY2110| EY2114 EUREKA MILLS STACK APPROX. 0.9 KM 3313603.6 | EY2110| EY2119 HACKNEY HOUSE CHIMNEY APPROX. 0.6 KM 3383143.1 | EY2110| EY2167 WASHINGTON BUGGY CO TANK APPROX. 1.1 KM 3435028.6 | EY2110|---------------------------------------------------------------------| EY2110 EY2110 SUPERSEDED SURVEY CONTROL EY2110 EY2110 NAD 27 - 35 32 27.11900(N) 077 03 46.96100(W) AD( ) 3 EY2110 EY2110.Superseded values are not recommended for survey control. EY2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2110.See file dsdata.txt to determine how the superseded data were derived. EY2110 EY2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1300835001(NAD 83) EY2110_MARKER: DS = TRIANGULATION STATION DISK EY2110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2110_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2110 EY2110 HISTORY - Date Condition Report By EY2110 HISTORY - 1914 MONUMENTED CGS EY2110 HISTORY - 1949 MARK NOT FOUND CGS EY2110 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2110 EY2110 STATION DESCRIPTION EY2110 EY2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2110'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, OPPOSITE THE CITY EY2110'OF WASHINGTON, NEAR THE S END OF THE COUNTY BRIDGE, ON THE W SIDE EY2110'OF THE ROAD LEAVING THE BRIDGE, 3 FEET W OF THE LINE OF THE W EY2110'HANDRAIL OF THE BRIDGE PROLONGED, 31.9 METERS (104.7 FEET) FROM EY2110'THE END OF THIS RAIL. EY2110' EY2110'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2110'CONCRETE, IN THE TOPS OF TILES. EY2110' EY2110'THE REFERENCE MARK IS 42.31 METERS (138.8 FEET) FROM THE STATION EY2110'S 19 DEG 39 MIN W. EY2110 EY2110 STATION RECOVERY (1949) EY2110 EY2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY2110'STATION AND ITS REFERENCE MARK WERE NOT FOUND. A NEW BRIDGE AND EY2110'HIGHWAY HAVE BEEN BUILT IN APPROXIMATELY THE SAME LOCATION AS THE EY2110'OLD COUNTY BRIDGE. THE S END OF THE NEW BRIDGE IS ABOUT 30.0 FEET EY2110'W OF THE LOCATION OF THE OLD ONE AND THE STATION HAS UNDOUBTEDLY EY2110'BEEN DESTROYED DURING THE CONSTRUCTION. EY2110 EY2110 STATION RECOVERY (2004) EY2110 EY2110'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2110'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2111 *********************************************************************** EY2111 DESIGNATION - ENDING EY2111 PID - EY2111 EY2111 STATE/COUNTY- NC/BEAUFORT EY2111 USGS QUAD - WASHINGTON (1983) EY2111 EY2111 *CURRENT SURVEY CONTROL EY2111 ___________________________________________________________________ EY2111* NAD 83(1986)- 35 30 31.53829(N) 077 04 16.62316(W) ADJUSTED EY2111* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2111 ___________________________________________________________________ EY2111 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY2111 GEOID HEIGHT- -36.66 (meters) GEOID03 EY2111 EY2111 HORZ ORDER - THIRD EY2111 EY2111.The North Carolina HARNS have been completed but, EY2111.due to contractual restrictions, coordinates for these stations EY2111.will NOT be published in the near future. In the interim, the EY2111.published coordinates in North Carolina will not be EY2111.consistent with the Continuously Operating Reference Stations EY2111.(CORS). The HARN coordinates for these stations are available EY2111.upon request. Contact Gary Thompson(919-733-3836). EY2111. EY2111.In addition, the published North Carolina positions EY2111.(NAD 83 (1986)) are NOT consistent with those determined in EY2111.adjacent state readjustments. The discontinuity between stations EY2111.located in North Carolina and those in adjacent states EY2111.which have been adjusted to the HARN may be as much as 5 EY2111.decimeters. This will result in a significant loss of accuracy EY2111.over lines crossing such state borders. EY2111 EY2111 EY2111.The horizontal coordinates were established by classical geodetic methods EY2111.and adjusted by the National Geodetic Survey in July 1986. EY2111 EY2111.The orthometric height was scaled from a topographic map. EY2111 EY2111.The Laplace correction was computed from DEFLEC99 derived deflections. EY2111 EY2111.The geoid height was determined by GEOID03. EY2111 EY2111; North East Units Scale Factor Converg. EY2111;SPC NC - 196,799.713 784,541.882 MT 0.99988262 +1 06 47.5 EY2111;SPC NC - 645,667.06 2,573,951.16 sFT 0.99988262 +1 06 47.5 EY2111;UTM 18 - 3,931,437.677 312,155.789 MT 1.00003485 -1 12 12.3 EY2111 EY2111! - Elev Factor x Scale Factor = Combined Factor EY2111!SPC NC - 1.00000565 x 0.99988262 = 0.99988827 EY2111!UTM 18 - 1.00000565 x 1.00003485 = 1.00004050 EY2111 EY2111: Primary Azimuth Mark Grid Az EY2111:SPC NC - CREEK 000 38 53.6 EY2111:UTM 18 - CREEK 002 57 53.4 EY2111 EY2111|---------------------------------------------------------------------| EY2111| PID Reference Object Distance Geod. Az | EY2111| dddmmss.s | EY2111| EY2107 CREEK APPROX. 0.8 KM 0014541.1 | EY2111| EY4466 ENDING RM 14.273 METERS 17608 | EY2111|---------------------------------------------------------------------| EY2111 EY2111 SUPERSEDED SURVEY CONTROL EY2111 EY2111 NAD 27 - 35 30 30.95700(N) 077 04 17.79100(W) AD( ) 3 EY2111 EY2111.Superseded values are not recommended for survey control. EY2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2111.See file dsdata.txt to determine how the superseded data were derived. EY2111 EY2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1215631438(NAD 83) EY2111_MARKER: DS = TRIANGULATION STATION DISK EY2111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2111_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2111 EY2111 HISTORY - Date Condition Report By EY2111 HISTORY - 1935 MONUMENTED CGS EY2111 HISTORY - 1949 GOOD CGS EY2111 EY2111 STATION DESCRIPTION EY2111 EY2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2111'STATION IS AT THE HEAD OF CHOCOWINITY BAY, ON THE SW SIDE OF EY2111'THE LARGE MARSH ISLAND FORMED BY THE CREEKS AT THE SW HEAD OF EY2111'THE BAY, 310 DEG MAGNETIC FROM A SMALL LANDING AT THE END OF A EY2111'FARM ROAD ACROSS CREEK, 279 DEG MAGNETIC FROM THE END OF A WIRE EY2111'FENCE ON THE W SIDE OF CREEK THAT IS ALMOST ON RANGE WITH A SMALL EY2111'BLAZED CYPRESS TREE ON E SIDE, 168 DEG MAGNETIC FROM SHACK AT EY2111'S LANDING. EY2111' EY2111'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING OF EY2111'AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN POST EY2111'DRIVEN INTO THE MARSH. MARK PROJECTS 11 INCHES. EY2111' EY2111'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN AN 8- BY 30-INCH EY2111'TILE PROJECTING 6 INCHES. EY2111 EY2111 STATION RECOVERY (1949) EY2111 EY2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2111'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION. THE EY2111'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE EY2111'AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY2111'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2111' EY2111'STATION IS NEAR THE HEAD OF CHOCOWINITY BAY, ON THE SW SIDE OF EY2111'THE LARGE MARSH ISLAND FORMED BY THE CREEKS AT THE SW END OF THE EY2111'BAY, ACROSS THE CREEK FROM A SMALL BOAT LANDING AT THE NE CORNER EY2111'OF CULTIVATED LAND, 200 FEET E OF THE SHORELINE, AND 182.0 FEET EY2111'E OF A SMALL BLAZED CYPRESS (THE MOST N OF A GROUP OF 8 SMALL EY2111'TREES). EY2111' EY2111'STATION MARK IS A BRONZE STATION DISK, STAMPED ENDING 1935, SET EY2111'IN THE TOP OF AN 8-INCH CONCRETE-FILLED TILE, AND PROJECTING 10 EY2111'INCHES ABOVE GROUND. EY2111' EY2111'THE REFERENCE MARK IS S OF THE STATION, 195.5 FEET E OF THE EY2111'BLAZED CYPRESS. IT IS A BRONZE REFERENCE DISK, STAMPED ENDING EY2111'NO 1 1935, SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED TILE, EY2111'AND PROJECTING 6 INCHES ABOVE GROUND. EY2111' EY2111'TO REACH FROM CHOCOWINITY, AT THE INTERSECTION OF U.S. HIGHWAY EY2111'17 AND STATE HIGHWAY 33, TRAVEL SE ON HIGHWAY 33 FOR 0.6 MILE EY2111'TO ROAD CROSSING RAILROAD TRACKS ON LEFT, FOLLOW RIGHT FORK OF EY2111'ROAD 0.55 MILE TO BARN ON RIGHT, TAKE ROAD THROUGH BARNYARD EY2111'AND FIELD 0.2 MILE TO EDGE OF WOODS, KEEP LEFT ALONG FENCE 0.4 EY2111'MILE TO SMALL LANDING AND STATION SITE ACROSS CREEK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2112 *********************************************************************** EY2112 DESIGNATION - ENGIN EY2112 PID - EY2112 EY2112 STATE/COUNTY- NC/BEAUFORT EY2112 USGS QUAD - WASHINGTON (1983) EY2112 EY2112 *CURRENT SURVEY CONTROL EY2112 ___________________________________________________________________ EY2112* NAD 83(1986)- 35 30 28.27300(N) 077 01 29.52232(W) ADJUSTED EY2112* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2112 ___________________________________________________________________ EY2112 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2112 GEOID HEIGHT- -36.71 (meters) GEOID03 EY2112 EY2112 HORZ ORDER - THIRD EY2112 EY2112.The North Carolina HARNS have been completed but, EY2112.due to contractual restrictions, coordinates for these stations EY2112.will NOT be published in the near future. In the interim, the EY2112.published coordinates in North Carolina will not be EY2112.consistent with the Continuously Operating Reference Stations EY2112.(CORS). The HARN coordinates for these stations are available EY2112.upon request. Contact Gary Thompson(919-733-3836). EY2112. EY2112.In addition, the published North Carolina positions EY2112.(NAD 83 (1986)) are NOT consistent with those determined in EY2112.adjacent state readjustments. The discontinuity between stations EY2112.located in North Carolina and those in adjacent states EY2112.which have been adjusted to the HARN may be as much as 5 EY2112.decimeters. This will result in a significant loss of accuracy EY2112.over lines crossing such state borders. EY2112 EY2112 EY2112.The horizontal coordinates were established by classical geodetic methods EY2112.and adjusted by the National Geodetic Survey in July 1986. EY2112 EY2112.The orthometric height was scaled from a topographic map. EY2112 EY2112.The Laplace correction was computed from DEFLEC99 derived deflections. EY2112 EY2112.The geoid height was determined by GEOID03. EY2112 EY2112; North East Units Scale Factor Converg. EY2112;SPC NC - 196,781.894 788,753.495 MT 0.99988255 +1 08 24.0 EY2112;SPC NC - 645,608.60 2,587,768.76 sFT 0.99988255 +1 08 24.0 EY2112;UTM 18 - 3,931,249.614 316,363.841 MT 1.00001558 -1 10 35.0 EY2112 EY2112! - Elev Factor x Scale Factor = Combined Factor EY2112!SPC NC - 1.00000581 x 0.99988255 = 0.99988836 EY2112!UTM 18 - 1.00000581 x 1.00001558 = 1.00002139 EY2112 EY2112: Primary Azimuth Mark Grid Az EY2112:SPC NC - LION 082 32 09.1 EY2112:UTM 18 - LION 084 51 08.1 EY2112 EY2112|---------------------------------------------------------------------| EY2112| PID Reference Object Distance Geod. Az | EY2112| dddmmss.s | EY2112| EY2129 LION APPROX. 1.5 KM 0834033.1 | EY2112| EY2134 MC WILLIAMS POINT SHOAL LIGHT 403.622 METERS 0890933.5 | EY2112| EY4469 ENGINEER RM 3.995 METERS 11555 | EY2112| EY4467 ENGIN RM 1 41.837 METERS 22344 | EY2112| EY4468 ENGIN RM 2 16.615 METERS 29405 | EY2112| EY2113 ENGINEER 33.874 METERS 34426 | EY2112|---------------------------------------------------------------------| EY2112 EY2112 SUPERSEDED SURVEY CONTROL EY2112 EY2112 NAD 27 - 35 30 27.68600(N) 077 01 30.69900(W) AD( ) 3 EY2112 EY2112.Superseded values are not recommended for survey control. EY2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2112.See file dsdata.txt to determine how the superseded data were derived. EY2112 EY2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1636431250(NAD 83) EY2112_MARKER: DS = TRIANGULATION STATION DISK EY2112_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2112_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2112 EY2112 HISTORY - Date Condition Report By EY2112 HISTORY - 1933 MONUMENTED CGS EY2112 HISTORY - 1948 GOOD CGS EY2112 EY2112 STATION DESCRIPTION EY2112 EY2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2112'STATION IS ON THE S SHORE OF PAMLICO RIVER, JUST BELOW MC WILLIAMS EY2112'POINT BEACON, AND ABOUT 125 YARDS N OF A SMALL DWELLING, NEAR SITE EY2112'OF OLD STATION, ENGINEER, U.S.E. IT IS ABOUT 15 METERS FROM EY2112'MEAN-WATER LINE, IN LOW, FLAT AREA, ABOUT 3 FEET ABOVE WATER, EY2112'COVERED WITH SMALL TREES. IT IS 5 FEET FROM A BLAZED 12-INCH EY2112'PINE. EY2112' EY2112'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY2112'IN THE TOPS OF TILES. EY2112' EY2112'REFRENCE MARK NO.1 IS NEAR A BLAZED 24-INCH PINE BACK OF THE EY2112'STATION. EY2112' EY2112'REFERENCE MARK NO. 2 IS UPSTREAM FROM THE STATION, AND ABOUT THE EY2112'SAME DISTANCE FROM THE SHORE. EY2112' EY2112'OLD STATION IS (RECOVERED) IS ABOUT 15 METERS FROM THE WATER LINE. EY2112' EY2112'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS. EY2112 EY2112 STATION RECOVERY (1948) EY2112 EY2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2112'STATION MARK AND R.M.S 1 AND 2 RECOVERED IN GOOD EY2112'CONDITION. DISTANCES TO R.M.S WERE MEASURED WITH A STEEL TAPE EY2112'AND FOUND TO BE CORRECT. ORIGINAL DESCRIPTION IS NO LONGER EY2112'ADEQUATE. A COMPLETE NEW DESCRIPTION FOLLOWS-- EY2112' EY2112'STATION IS LOCATED ON THE S SIDE OF PAMLICO RIVER, JUST ABOVE EY2112'MC WILLIAMS POINT LIGHT, ON A SANDY POINT JUST W OF A SMALL BIGHT EY2112'NEAR THE W END OF WHICHARDS BEACH. STATION MARK IS 4.0 METERS EY2112'FROM MEAN HIGH-WATER LINE, 7 FEET S OF A 3-INCH OAK TREE, AND EY2112'ABOUT 3 FEET ABOVE THE WATER. EY2112' EY2112'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN THE EY2112'TOP OF A TILE. IT IS STAMPED ENGIN 1933 AND IS ABOUT 2 INCHES EY2112'BELOW THE SURFACE OF THE GROUND. EY2112' EY2112'R.M. 1 IS DIRECTLY INSHORE FROM THE STATION, ON THE S SIDE OF EY2112'A SMALL POND, AND 4.0 METERS NE OF A BLAZED 30-INCH PINE. IT EY2112'IS A BRONZE REFERENCE DISK SET IN CONCRETE IN THE TOP OF A TILE EY2112'AND IS FLUSH WITH THE SURFACE OF THE GROUND. EY2112' EY2112'R.M.2 IS UPSTREAM FROM THE STATION, IN A SWAMPY AREA JUST EY2112'INSHORE OF THE SAND BEACH. IT IS A BRONZE REFERENCE DISK SET EY2112'IN CONCRETE IN THE TOP OF A TILE AND PROJECTS 4 INCHES ABOVE EY2112'WATER LEVEL. EY2112' EY2112'OLD R.M. (ENGINEER 1914) IS JUST NE OF THE STATION. IT IS A EY2112'BRONZE DISK SET IN CONCRETE, NOT STAMPED, AND FLUSH EY2112'WITH THE SURFACE OF THE GROUND. EY2112' EY2112'TO REACH BY TRUCK FROM INTERSECTION OF WEST MAIN STREET AND EY2112'NORTH BRIDGE STREET IN WASHINGTON, N.C. (U.S. 17 AND U.S. 264) EY2112'PROCEED S ACROSS PAMLICO RIVER BRIDGE ON U.S. 17 AND U.S. 264 EY2112'1.4 MILES TO S SIDE OF OVERPASS, TURN E (LEFT) ON DIRT ROAD TO EY2112'WHICHARDS BEACH AND GO 4.9 MILES TO A SMALL DWELLING ON S (RIGHT) EY2112'SIDE OF ROAD. STATION IS ABOUT 125 YARDS N OF THIS DWELLING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2113 *********************************************************************** EY2113 DESIGNATION - ENGINEER EY2113 PID - EY2113 EY2113 STATE/COUNTY- NC/BEAUFORT EY2113 USGS QUAD - WASHINGTON (1983) EY2113 EY2113 *CURRENT SURVEY CONTROL EY2113 ___________________________________________________________________ EY2113* NAD 83(1986)- 35 30 29.33181(N) 077 01 29.88304(W) ADJUSTED EY2113* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2113 ___________________________________________________________________ EY2113 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2113 GEOID HEIGHT- -36.71 (meters) GEOID03 EY2113 EY2113 HORZ ORDER - THIRD EY2113 EY2113.The North Carolina HARNS have been completed but, EY2113.due to contractual restrictions, coordinates for these stations EY2113.will NOT be published in the near future. In the interim, the EY2113.published coordinates in North Carolina will not be EY2113.consistent with the Continuously Operating Reference Stations EY2113.(CORS). The HARN coordinates for these stations are available EY2113.upon request. Contact Gary Thompson(919-733-3836). EY2113. EY2113.In addition, the published North Carolina positions EY2113.(NAD 83 (1986)) are NOT consistent with those determined in EY2113.adjacent state readjustments. The discontinuity between stations EY2113.located in North Carolina and those in adjacent states EY2113.which have been adjusted to the HARN may be as much as 5 EY2113.decimeters. This will result in a significant loss of accuracy EY2113.over lines crossing such state borders. EY2113 EY2113 EY2113.The horizontal coordinates were established by classical geodetic methods EY2113.and adjusted by the National Geodetic Survey in July 1986. EY2113 EY2113.The orthometric height was scaled from a topographic map. EY2113 EY2113.The Laplace correction was computed from DEFLEC99 derived deflections. EY2113 EY2113.The geoid height was determined by GEOID03. EY2113 EY2113; North East Units Scale Factor Converg. EY2113;SPC NC - 196,814.334 788,743.759 MT 0.99988257 +1 08 23.7 EY2113;SPC NC - 645,715.03 2,587,736.82 sFT 0.99988257 +1 08 23.7 EY2113;UTM 18 - 3,931,282.426 316,355.422 MT 1.00001562 -1 10 35.3 EY2113 EY2113! - Elev Factor x Scale Factor = Combined Factor EY2113!SPC NC - 1.00000581 x 0.99988257 = 0.99988838 EY2113!UTM 18 - 1.00000581 x 1.00001562 = 1.00002143 EY2113 EY2113: Primary Azimuth Mark Grid Az EY2113:SPC NC - PAVILLION 084 07 55.2 EY2113:UTM 18 - PAVILLION 086 26 54.2 EY2113 EY2113|---------------------------------------------------------------------| EY2113| PID Reference Object Distance Geod. Az | EY2113| dddmmss.s | EY2113| EY2145 PAVILLION APPROX. 1.5 KM 0851618.9 | EY2113| EY2135 MC WILLIAMS PT SHOAL LT NEW 414.068 METERS 0950752.1 | EY2113| EY4469 ENGINEER RM 36.690 METERS 15945 | EY2113|---------------------------------------------------------------------| EY2113 EY2113 SUPERSEDED SURVEY CONTROL EY2113 EY2113 NAD 27 - 35 30 28.74500(N) 077 01 31.05700(W) AD( ) 3 EY2113 EY2113.Superseded values are not recommended for survey control. EY2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2113.See file dsdata.txt to determine how the superseded data were derived. EY2113 EY2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1635531282(NAD 83) EY2113_MARKER: DD = SURVEY DISK EY2113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2113_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2113 EY2113 HISTORY - Date Condition Report By EY2113 HISTORY - 1914 MONUMENTED USE EY2113 HISTORY - 1933 SEE DESCRIPTION CGS EY2113 HISTORY - 1948 SEE DESCRIPTION CGS EY2113 EY2113 STATION DESCRIPTION EY2113 EY2113'DESCRIBED BY US ENGINEERS 1914 (PCW) EY2113'STATION IS ON THE S SIDE OF PAMLICO RIVER, ABOUT 3/4 MILE NW EY2113'FROM FORT POINT, 100 YARDS W OF A SMALL BAY AT THE MOUTH OF A EY2113'SMALL STREAM, JUST W OF A SMALL BIGHT WHICH MAKES INTO THE EY2113'SHORE, ON A POINT PROJECTING OUT FROM A CYPRESS SWAMP ON SANDY EY2113'GROUND WHICH IS COVERED WITH GRASS AND A FEW PINES. EY2113' EY2113'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2113'CONCRETE AT THE CENTER OF THE TOPS OF TILES. EY2113' EY2113'THE REFERENCE MARK IS 36.69 METERS (120.4 FEET) FROM THE EY2113'STATION S 20 DEG 14 MIN E. EY2113 EY2113 STATION RECOVERY (1933) EY2113 EY2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2113'THE OLD STATION MARK WAS FOUND OFFSHORE AND WILL SOON BE EY2113'LOST FROM EROSION. THE REFERENCE MARK WAS FOUND IN GOOD CONDITION. EY2113' EY2113'A NEW STATION ENGIN WAS ESTABLISHED IN THE SAME LOCALITY. EY2113 EY2113 STATION RECOVERY (1948) EY2113 EY2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2113'STATION HAS BEEN DESTROYED AND ONLY ONE OLD REFERENCE MARK EY2113'REMAINS. SEE DESCRIPTION OF STATION ENGIN 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4102 *********************************************************************** EY4102 DESIGNATION - ERCIE EY4102 PID - EY4102 EY4102 STATE/COUNTY- NC/BEAUFORT EY4102 USGS QUAD - PINETOWN (1974) EY4102 EY4102 *CURRENT SURVEY CONTROL EY4102 ___________________________________________________________________ EY4102* NAD 83(1986)- 35 31 45.17287(N) 076 46 56.84551(W) ADJUSTED EY4102* NAVD 88 - 4.376 (meters) 14.36 (feet) ADJUSTED EY4102 ___________________________________________________________________ EY4102 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4102 GEOID HEIGHT- -36.98 (meters) GEOID03 EY4102 DYNAMIC HT - 4.372 (meters) 14.34 (feet) COMP EY4102 MODELED GRAV- 979,761.9 (mgal) NAVD 88 EY4102 EY4102 HORZ ORDER - SECOND EY4102 VERT ORDER - SECOND CLASS II EY4102 EY4102.The North Carolina HARNS have been completed but, EY4102.due to contractual restrictions, coordinates for these stations EY4102.will NOT be published in the near future. In the interim, the EY4102.published coordinates in North Carolina will not be EY4102.consistent with the Continuously Operating Reference Stations EY4102.(CORS). The HARN coordinates for these stations are available EY4102.upon request. Contact Gary Thompson(919-733-3836). EY4102. EY4102.In addition, the published North Carolina positions EY4102.(NAD 83 (1986)) are NOT consistent with those determined in EY4102.adjacent state readjustments. The discontinuity between stations EY4102.located in North Carolina and those in adjacent states EY4102.which have been adjusted to the HARN may be as much as 5 EY4102.decimeters. This will result in a significant loss of accuracy EY4102.over lines crossing such state borders. EY4102 EY4102 EY4102.The horizontal coordinates were established by classical geodetic methods EY4102.and adjusted by the National Geodetic Survey in July 1998. EY4102 EY4102.The orthometric height was determined by differential leveling EY4102.and adjusted by the National Geodetic Survey in June 1991. EY4102 EY4102.The Laplace correction was computed from DEFLEC99 derived deflections. EY4102 EY4102.The geoid height was determined by GEOID03. EY4102 EY4102.The dynamic height is computed by dividing the NAVD 88 EY4102.geopotential number by the normal gravity value computed on the EY4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4102.degrees latitude (g = 980.6199 gals.). EY4102 EY4102.The modeled gravity was interpolated from observed gravity values. EY4102 EY4102; North East Units Scale Factor Converg. EY4102;SPC NC - 199,615.358 810,684.663 MT 0.99988428 +1 16 47.6 EY4102;SPC NC - 654,904.72 2,659,721.27 sFT 0.99988428 +1 16 47.6 EY4102;UTM 18 - 3,933,194.603 338,393.460 MT 0.99992185 -1 02 09.8 EY4102 EY4102! - Elev Factor x Scale Factor = Combined Factor EY4102!SPC NC - 1.00000512 x 0.99988428 = 0.99988940 EY4102!UTM 18 - 1.00000512 x 0.99992185 = 0.99992697 EY4102 EY4102 SUPERSEDED SURVEY CONTROL EY4102 EY4102 NAVD 88 (07/14/98) 4.38 (m) 14.4 (f) LEVELING 3 EY4102 EY4102.Superseded values are not recommended for survey control. EY4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4102.See file dsdata.txt to determine how the superseded data were derived. EY4102 EY4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3839333195(NAD 83) EY4102_MARKER: DE = TRAVERSE STATION DISK EY4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4102_SP_SET: CONCRETE POST EY4102_STAMPING: ERCIE 1982 EY4102_MARK LOGO: NCGS EY4102_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4102+STABILITY: SURFACE MOTION EY4102 EY4102 HISTORY - Date Condition Report By EY4102 HISTORY - 1982 MONUMENTED NCGS EY4102 HISTORY - 19840601 GOOD NCGS EY4102 EY4102 STATION DESCRIPTION EY4102 EY4102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4102'12.9 KM (8.0 MI) WSW FROM PANTEGO. EY4102'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST-SOUTHWEST OF EY4102'PANTEGO AND 24.8 KM (15.4 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4102'3.9 KM (2.4 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.1 MI) WEST FROM EY4102'THE INTERSECTION WITH SR 1610, IN THE NORTH SHOULDER. THE STATION IS EY4102'A STANDARD NCGS DISK STAMPED---ERCIE 1982---, SET INTO THE TOP OF A EY4102'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW EY4102'GROUND. LOCATED 6.5 METERS (21.4 FT) NORTH OF THE CENTERLINE OF US EY4102'264, 75.4 METERS (247.5 FT) WEST OF THE WEST END OF A CONCRETE EY4102'CULVERT, 72.3 METERS (237.3 FT) WEST-SOUTHWEST OF A TELEPHONE EY4102'PEDESTAL (316N)--AND 31.6 METERS (103.6 FT) SOUTHWEST OF A POWER EY4102'POLE, 34.4 METERS (113.0 FT) NORTHWEST OF A POWER POLE WITH A EY4102'TRANSFORMER, AND 39.6 METERS (130.1 FT) NORTHEAST OF A POWER EY4102'POLE--ALL THREE WITH TRANSFORMERS. EY4102 EY4102 STATION RECOVERY (1984) EY4102 EY4102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4102'STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) WEST-SOUTHWEST OF PANTEGO EY4102'AND 24.8 KM (15.40 MI) EAST OF WASHINGTON. ALONG US 264 FOR 3.9 KM EY4102'(2.40 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.10 MI) WEST FROM SR EY4102'1610, IN THE NORTH SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND. EY4102'LOCATED 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF US 264, 75.4 M EY4102'(247.4 FT) WEST OF THE WEST END OF A CONCRETE CULVERT, 72.3 M (237.2 EY4102'FT) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL (316N)--AND 31.6 M (103.7 EY4102'FT) SOUTHWEST OF A POWER POLE, 34.4 M (112.9 FT) NORTHWEST OF A POWER EY4102'POLE WITH A TRANSFORMER, AND 39.6 M (129.9 FT) NORTHEAST OF A POWER EY4102'POLE--ALL THREE WITH TRANSFORMERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3808 *********************************************************************** EY3808 DESIGNATION - ERIC EY3808 PID - EY3808 EY3808 STATE/COUNTY- NC/BEAUFORT EY3808 USGS QUAD - AURORA (1993) EY3808 EY3808 *CURRENT SURVEY CONTROL EY3808 ___________________________________________________________________ EY3808* NAD 83(1986)- 35 19 51.71686(N) 076 45 18.64974(W) ADJUSTED EY3808* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3808 ___________________________________________________________________ EY3808 LAPLACE CORR- -0.99 (seconds) DEFLEC99 EY3808 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3808 EY3808 HORZ ORDER - THIRD EY3808 EY3808.The North Carolina HARNS have been completed but, EY3808.due to contractual restrictions, coordinates for these stations EY3808.will NOT be published in the near future. In the interim, the EY3808.published coordinates in North Carolina will not be EY3808.consistent with the Continuously Operating Reference Stations EY3808.(CORS). The HARN coordinates for these stations are available EY3808.upon request. Contact Gary Thompson(919-733-3836). EY3808. EY3808.In addition, the published North Carolina positions EY3808.(NAD 83 (1986)) are NOT consistent with those determined in EY3808.adjacent state readjustments. The discontinuity between stations EY3808.located in North Carolina and those in adjacent states EY3808.which have been adjusted to the HARN may be as much as 5 EY3808.decimeters. This will result in a significant loss of accuracy EY3808.over lines crossing such state borders. EY3808 EY3808 EY3808.The horizontal coordinates were established by classical geodetic methods EY3808.and adjusted by the National Geodetic Survey in July 1986. EY3808 EY3808.The orthometric height was scaled from a topographic map. EY3808 EY3808.The Laplace correction was computed from DEFLEC99 derived deflections. EY3808 EY3808.The geoid height was determined by GEOID03. EY3808 EY3808; North East Units Scale Factor Converg. EY3808;SPC NC - 177,691.240 813,654.762 MT 0.99987354 +1 17 44.3 EY3808;SPC NC - 582,975.34 2,669,465.66 sFT 0.99987354 +1 17 44.3 EY3808;UTM 18 - 3,911,167.587 340,476.245 MT 0.99991362 -1 00 54.8 EY3808 EY3808! - Elev Factor x Scale Factor = Combined Factor EY3808!SPC NC - 1.00000574 x 0.99987354 = 0.99987928 EY3808!UTM 18 - 1.00000574 x 0.99991362 = 0.99991936 EY3808 EY3808: Primary Azimuth Mark Grid Az EY3808:SPC NC - JEANNE 246 25 51.2 EY3808:UTM 18 - JEANNE 248 44 30.3 EY3808 EY3808|---------------------------------------------------------------------| EY3808| PID Reference Object Distance Geod. Az | EY3808| dddmmss.s | EY3808| EY4959 ERIC RM 14.025 METERS 10626 | EY3808| EY3815 JEANNE APPROX. 1.1 KM 2474335.5 | EY3808|---------------------------------------------------------------------| EY3808 EY3808 SUPERSEDED SURVEY CONTROL EY3808 EY3808 NAD 27 - 35 19 51.10700(N) 076 45 19.90900(W) AD( ) 3 EY3808 EY3808.Superseded values are not recommended for survey control. EY3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3808.See file dsdata.txt to determine how the superseded data were derived. EY3808 EY3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4047611168(NAD 83) EY3808_MARKER: DS = TRIANGULATION STATION DISK EY3808_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3808_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3808 EY3808 HISTORY - Date Condition Report By EY3808 HISTORY - 1935 MONUMENTED CGS EY3808 HISTORY - 1948 GOOD CGS EY3808 EY3808 STATION DESCRIPTION EY3808 EY3808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3808'THIS STATION IS ON THE S SHORE OF SOUTH CREEK, 5 MILES FROM EY3808'INDIAN SLUE BEACON, DIRECTLY ACROSS FROM MOUTH OF JACOB CREEK. FROM EY3808'THE STATION (IN FAST LAND) SHORE LINE IS 10 METERS N, A EY3808'CLUMP OF 6 PINES ARE 20 METERS N. EY3808' EY3808'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3808'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3808' EY3808'REFERENCE MARK IS A CONCRETE FILLED 8- BY 30-INCH TILE PROJECTING EY3808'6 INCHES ABOVE GROUND. EY3808 EY3808 STATION RECOVERY (1948) EY3808 EY3808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3808'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3808'TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND EY3808'TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3808'DESCRIPTION FOLLOWS. EY3808' EY3808'STATION IS ON THE S SHORE OF SOUTH CREEK, 5 MILES W FROM INDIAN EY3808'SLUE LIGHT, DIRECTLY ACROSS FROM MOUTH OF JACOB CREEK, 0.9 EY3808'MILE NE FROM CAYTONS BEACH, 0.7 MILE W OF SHORT CREEK, AND 100 EY3808'YARDS W OF A SMALL GUT. STATION IS IN FAST LAND, 6.4 METERS S OF EY3808'MEAN HIGH-WATER LINE, 7.3 METERS N OF A 12-INCH TRIANGULAR-BLAZED EY3808'OAK, 6.5 METERS W OF BLAZED 4-INCH TWIN OAKS. EY3808' EY3808'STATION MARK IS A BRONZE DISK, STAMPED ERIC 1935, SET IN TOP OF A EY3808'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3808' EY3808'REFERENCE MARK IS A BRONZE REFERENCE DISK, STAMPED ERIC 1935, EY3808'SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES EY3808'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2114 *********************************************************************** EY2114 DESIGNATION - EUREKA MILLS STACK EY2114 PID - EY2114 EY2114 STATE/COUNTY- NC/BEAUFORT EY2114 USGS QUAD - WASHINGTON (1983) EY2114 EY2114 *CURRENT SURVEY CONTROL EY2114 ___________________________________________________________________ EY2114* NAD 83(1986)- 35 32 52.83776(N) 077 04 02.42385(W) ADJUSTED EY2114* NAVD 88 - EY2114 ___________________________________________________________________ EY2114 LAPLACE CORR- -2.24 (seconds) DEFLEC99 EY2114 GEOID HEIGHT- -36.60 (meters) GEOID03 EY2114 EY2114 HORZ ORDER - THIRD EY2114 EY2114.The North Carolina HARNS have been completed but, EY2114.due to contractual restrictions, coordinates for these stations EY2114.will NOT be published in the near future. In the interim, the EY2114.published coordinates in North Carolina will not be EY2114.consistent with the Continuously Operating Reference Stations EY2114.(CORS). The HARN coordinates for these stations are available EY2114.upon request. Contact Gary Thompson(919-733-3836). EY2114. EY2114.In addition, the published North Carolina positions EY2114.(NAD 83 (1986)) are NOT consistent with those determined in EY2114.adjacent state readjustments. The discontinuity between stations EY2114.located in North Carolina and those in adjacent states EY2114.which have been adjusted to the HARN may be as much as 5 EY2114.decimeters. This will result in a significant loss of accuracy EY2114.over lines crossing such state borders. EY2114 EY2114 EY2114.The horizontal coordinates were established by classical geodetic methods EY2114.and adjusted by the National Geodetic Survey in July 1986. EY2114 EY2114 EY2114.The Laplace correction was computed from DEFLEC99 derived deflections. EY2114 EY2114.The geoid height was determined by GEOID03. EY2114 EY2114; North East Units Scale Factor Converg. EY2114;SPC NC - 201,160.124 784,814.826 MT 0.99988591 +1 06 55.7 EY2114;SPC NC - 659,972.84 2,574,846.64 sFT 0.99988591 +1 06 55.7 EY2114;UTM 18 - 3,935,784.137 312,604.875 MT 1.00003277 -1 12 08.2 EY2114 EY2114 SUPERSEDED SURVEY CONTROL EY2114 EY2114 NAD 27 - 35 32 52.26000(N) 077 04 03.59000(W) AD( ) 3 EY2114 EY2114.Superseded values are not recommended for survey control. EY2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2114.See file dsdata.txt to determine how the superseded data were derived. EY2114 EY2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1260535784(NAD 83) EY2114_MARKER: 63 = STACK EY2114 EY2114 HISTORY - Date Condition Report By EY2114 HISTORY - 1914 FIRST OBSERVED CGS EY2114 HISTORY - 1948 MARK NOT FOUND CGS EY2114 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2114 EY2114 STATION DESCRIPTION EY2114 EY2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2114'AS FAR AS COULD BE DETERMINED FROM LOCAL INFORMATION THERE HAS EY2114'ALWAYS BEEN TWO STACKS ON THE EUREKA MILL. A THIRD STACK, MOST EY2114'NW ONE OF THE THREE, WAS BUILT IN 1925. AS THERE IS NO WAY OF EY2114'IDENTIFYING WHICH OF THE TWO WAS POINTED ON, THIS STATION SHOULD EY2114'BE CONSIDERED LOST. EY2114 EY2114 STATION RECOVERY (2004) EY2114 EY2114'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2114'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3488 *********************************************************************** EY3488 DESIGNATION - EVE EY3488 PID - EY3488 EY3488 STATE/COUNTY- NC/BEAUFORT EY3488 USGS QUAD - LOWLAND (1993) EY3488 EY3488 *CURRENT SURVEY CONTROL EY3488 ___________________________________________________________________ EY3488* NAD 83(1986)- 35 17 21.58747(N) 076 37 12.84582(W) ADJUSTED EY3488* NAVD 88 - 9. (meters) 30. (feet) SCALED EY3488 ___________________________________________________________________ EY3488 LAPLACE CORR- -0.72 (seconds) DEFLEC99 EY3488 GEOID HEIGHT- -37.32 (meters) GEOID03 EY3488 EY3488 HORZ ORDER - THIRD EY3488 EY3488.The North Carolina HARNS have been completed but, EY3488.due to contractual restrictions, coordinates for these stations EY3488.will NOT be published in the near future. In the interim, the EY3488.published coordinates in North Carolina will not be EY3488.consistent with the Continuously Operating Reference Stations EY3488.(CORS). The HARN coordinates for these stations are available EY3488.upon request. Contact Gary Thompson(919-733-3836). EY3488. EY3488.In addition, the published North Carolina positions EY3488.(NAD 83 (1986)) are NOT consistent with those determined in EY3488.adjacent state readjustments. The discontinuity between stations EY3488.located in North Carolina and those in adjacent states EY3488.which have been adjusted to the HARN may be as much as 5 EY3488.decimeters. This will result in a significant loss of accuracy EY3488.over lines crossing such state borders. EY3488 EY3488 EY3488.The horizontal coordinates were established by classical geodetic methods EY3488.and adjusted by the National Geodetic Survey in July 1986. EY3488 EY3488.The orthometric height was scaled from a topographic map. EY3488 EY3488.The Laplace correction was computed from DEFLEC99 derived deflections. EY3488 EY3488.The geoid height was determined by GEOID03. EY3488 EY3488; North East Units Scale Factor Converg. EY3488;SPC NC - 173,352.129 826,029.886 MT 0.99987281 +1 22 24.7 EY3488;SPC NC - 568,739.44 2,710,066.38 sFT 0.99987281 +1 22 24.7 EY3488;UTM 18 - 3,906,333.065 352,666.604 MT 0.99986752 -0 56 10.3 EY3488 EY3488! - Elev Factor x Scale Factor = Combined Factor EY3488!SPC NC - 1.00000450 x 0.99987281 = 0.99987731 EY3488!UTM 18 - 1.00000450 x 0.99986752 = 0.99987202 EY3488 EY3488: Primary Azimuth Mark Grid Az EY3488:SPC NC - NODE 343 10 29.0 EY3488:UTM 18 - NODE 345 29 04.0 EY3488 EY3488|---------------------------------------------------------------------| EY3488| PID Reference Object Distance Geod. Az | EY3488| dddmmss.s | EY3488| EY4961 EVE RM 2 28.265 METERS 01837 | EY3488| EY4960 EVE RM 1 15.420 METERS 02221 | EY3488| EY3498 NODE APPROX. 1.2 KM 3443253.7 | EY3488|---------------------------------------------------------------------| EY3488 EY3488 SUPERSEDED SURVEY CONTROL EY3488 EY3488 NAD 27 - 35 17 20.97200(N) 076 37 14.10100(W) AD( ) 3 EY3488 EY3488.Superseded values are not recommended for survey control. EY3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3488.See file dsdata.txt to determine how the superseded data were derived. EY3488 EY3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5266706333(NAD 83) EY3488_MARKER: DS = TRIANGULATION STATION DISK EY3488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3488_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3488 EY3488 HISTORY - Date Condition Report By EY3488 HISTORY - 1935 MONUMENTED CGS EY3488 HISTORY - 1948 GOOD CGS EY3488 EY3488 STATION DESCRIPTION EY3488 EY3488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3488'STATION IS ON THE WESTERN SHORE OF GOOSE CREEK ON THE N SIDE OF EY3488'THE ENTRANCE TO CAMPBELLS CREEK, AT A POINT WHERE A SMALL CREEK EY3488'MAKES INTO THE MARSH IN A NW DIRECTION, 180 YARDS WNW OF END OF EY3488'POINT, 11 YARDS N OF HIGH-WATER LINE. EY3488' EY3488'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3488'CONCRETE AT THE CENTER OF THE TOPS OF TILES. EY3488 EY3488 STATION RECOVERY (1948) EY3488 EY3488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3488'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD EY3488'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND TO EY3488'BE CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE EY3488'DISTANCE TO HIGH-WATER LINE SHOULD BE CHANGED FROM 11 YARDS N OF EY3488'HIGH-WATER LINE TO 25.9 METERS N OF POINT AND APPARENT SHORELINE EY3488'OF CAMPBELLS CREEK AND 12.0 METERS E OF APPARENT SHORELINE OF EY3488'SMALL CREEK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4030 *********************************************************************** EY4030 DESIGNATION - EVERETT FOREST SERVICE LOT EY4030 PID - EY4030 EY4030 STATE/COUNTY- NC/BEAUFORT EY4030 USGS QUAD - PINETOWN (1974) EY4030 EY4030 *CURRENT SURVEY CONTROL EY4030 ___________________________________________________________________ EY4030* NAD 83(1986)- 35 31 27.90987(N) 076 51 35.65248(W) ADJUSTED EY4030* NAVD 88 - EY4030 ___________________________________________________________________ EY4030 LAPLACE CORR- -2.19 (seconds) DEFLEC99 EY4030 GEOID HEIGHT- -36.90 (meters) GEOID03 EY4030 EY4030 HORZ ORDER - THIRD EY4030 EY4030.The North Carolina HARNS have been completed but, EY4030.due to contractual restrictions, coordinates for these stations EY4030.will NOT be published in the near future. In the interim, the EY4030.published coordinates in North Carolina will not be EY4030.consistent with the Continuously Operating Reference Stations EY4030.(CORS). The HARN coordinates for these stations are available EY4030.upon request. Contact Gary Thompson(919-733-3836). EY4030. EY4030.In addition, the published North Carolina positions EY4030.(NAD 83 (1986)) are NOT consistent with those determined in EY4030.adjacent state readjustments. The discontinuity between stations EY4030.located in North Carolina and those in adjacent states EY4030.which have been adjusted to the HARN may be as much as 5 EY4030.decimeters. This will result in a significant loss of accuracy EY4030.over lines crossing such state borders. EY4030 EY4030 EY4030.The horizontal coordinates were established by classical geodetic methods EY4030.and adjusted by the National Geodetic Survey in July 1986. EY4030 EY4030 EY4030.The Laplace correction was computed from DEFLEC99 derived deflections. EY4030 EY4030.The geoid height was determined by GEOID03. EY4030 EY4030; North East Units Scale Factor Converg. EY4030;SPC NC - 198,929.368 803,674.518 MT 0.99988388 +1 14 06.7 EY4030;SPC NC - 652,654.10 2,636,722.15 sFT 0.99988388 +1 14 06.7 EY4030;UTM 18 - 3,932,792.444 331,360.954 MT 0.99995047 -1 04 51.4 EY4030 EY4030 SUPERSEDED SURVEY CONTROL EY4030 EY4030 NAD 27 - 35 31 27.31900(N) 076 51 36.86500(W) AD( ) 3 EY4030 EY4030.Superseded values are not recommended for survey control. EY4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4030.See file dsdata.txt to determine how the superseded data were derived. EY4030 EY4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3136132792(NAD 83) EY4030_MARKER: 57 = LOOKOUT TOWER EY4030 EY4030 HISTORY - Date Condition Report By EY4030 HISTORY - 1954 FIRST OBSERVED CGS EY4030 HISTORY - 1967 GOOD USE EY4030 EY4030 STATION DESCRIPTION EY4030 EY4030'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4030'STATION IS LOCATED ABOUT 7 MILES WEST OF YEATSVILLE, AND ABOUT EY4030'10-1/2 MILES EAST-SOUTHEAST OF WASHINGTON. IT IS OF STEEL EY4030'CONSTRUCTION, 110 FEET HIGH, AND HAS 4 LEGS SET ON A CONCRETE EY4030'FOUNDATION. THE POINT INTERSECTED WAS THE TOP OF CAGE. EY4030' EY4030'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 264 AND EY4030'U.S. HIGHWAY NO. 17 IN WASHINGTON, GO EAST ON U.S. HIGHWAY EY4030'NO. 264 FOR 11.5 MILE TO STATION ON RIGHT. EY4030 EY4030 STATION RECOVERY (1967) EY4030 EY4030'RECOVERY NOTE BY US ENGINEERS 1967 EY4030'STATION IS THE TOP OF THE CAGE ON THE EVERETT LOOKOUT TOWER. EY4030' EY4030'THE STATION IS ATOP A FOUR LEGGED STEEL GIRDER TOWER, 110 FT HIGH. EY4030' EY4030'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 264 AND 17 IN EY4030'WASHINGTON PROCEED E 11.5 MILES ON U.S. HIGHWAY 264 TO EVERETT EY4030'LOOKOUT TOWER AND STATION SITE ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3489 *********************************************************************** EY3489 DESIGNATION - F EY3489 PID - EY3489 EY3489 STATE/COUNTY- NC/BEAUFORT EY3489 USGS QUAD - LOWLAND (1993) EY3489 EY3489 *CURRENT SURVEY CONTROL EY3489 ___________________________________________________________________ EY3489* NAD 83(1986)- 35 17 00.61456(N) 076 37 03.33235(W) ADJUSTED EY3489* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3489 ___________________________________________________________________ EY3489 LAPLACE CORR- -0.74 (seconds) DEFLEC99 EY3489 GEOID HEIGHT- -37.33 (meters) GEOID03 EY3489 EY3489 HORZ ORDER - THIRD EY3489 EY3489.The North Carolina HARNS have been completed but, EY3489.due to contractual restrictions, coordinates for these stations EY3489.will NOT be published in the near future. In the interim, the EY3489.published coordinates in North Carolina will not be EY3489.consistent with the Continuously Operating Reference Stations EY3489.(CORS). The HARN coordinates for these stations are available EY3489.upon request. Contact Gary Thompson(919-733-3836). EY3489. EY3489.In addition, the published North Carolina positions EY3489.(NAD 83 (1986)) are NOT consistent with those determined in EY3489.adjacent state readjustments. The discontinuity between stations EY3489.located in North Carolina and those in adjacent states EY3489.which have been adjusted to the HARN may be as much as 5 EY3489.decimeters. This will result in a significant loss of accuracy EY3489.over lines crossing such state borders. EY3489 EY3489 EY3489.The horizontal coordinates were established by classical geodetic methods EY3489.and adjusted by the National Geodetic Survey in July 1986. EY3489 EY3489.The orthometric height was scaled from a topographic map. EY3489 EY3489.The Laplace correction was computed from DEFLEC99 derived deflections. EY3489 EY3489.The geoid height was determined by GEOID03. EY3489 EY3489; North East Units Scale Factor Converg. EY3489;SPC NC - 172,711.813 826,285.683 MT 0.99987274 +1 22 30.2 EY3489;SPC NC - 566,638.67 2,710,905.61 sFT 0.99987274 +1 22 30.2 EY3489;UTM 18 - 3,905,682.964 352,896.387 MT 0.99986668 -0 56 04.3 EY3489 EY3489! - Elev Factor x Scale Factor = Combined Factor EY3489!SPC NC - 1.00000591 x 0.99987274 = 0.99987865 EY3489!UTM 18 - 1.00000591 x 0.99986668 = 0.99987259 EY3489 EY3489 SUPERSEDED SURVEY CONTROL EY3489 EY3489 NAD 27 - 35 16 59.99800(N) 076 37 04.58600(W) AD( ) 3 EY3489 EY3489.Superseded values are not recommended for survey control. EY3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3489.See file dsdata.txt to determine how the superseded data were derived. EY3489 EY3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5289605683(NAD 83) EY3489_MARKER: N = NAIL EY3489_SETTING: 0 = UNSPECIFIED SETTING EY3489_MARK LOGO: USE EY3489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3489 EY3489 HISTORY - Date Condition Report By EY3489 HISTORY - 1935 MONUMENTED USE EY3489 HISTORY - 1948 MARK NOT FOUND CGS EY3489 EY3489 STATION DESCRIPTION EY3489 EY3489'DESCRIBED BY US ENGINEERS 1935 (JAB) EY3489'A U.S. ENGINEERS TRIANGULATION STATION ON THE POINT AT THE S EY3489'ENTRANCE TO CAMPBELL CREEK. STATION IS A NAIL SURROUNDED BY A EY3489'TRIANGLE IN AN 8-INCH TILE FILLED WITH CONCRETE. STATION IS 1 EY3489'YARD S OF HIGH-WATER LINE. EY3489 EY3489 STATION RECOVERY (1948) EY3489 EY3489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3489'STATION WAS NOT FOUND. A THOROUGH SEARCH WAS MADE BY A EY3489'THREE-MAN PARTY FOR ONE HALF HOUR. NO TRACE OF THE STATION WAS EY3489'FOUND. IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS EY3489'LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4113 *********************************************************************** EY4113 DESIGNATION - FENCE EY4113 PID - EY4113 EY4113 STATE/COUNTY- NC/BEAUFORT EY4113 USGS QUAD - BUNYAN (1974) EY4113 EY4113 *CURRENT SURVEY CONTROL EY4113 ___________________________________________________________________ EY4113* NAD 83(1986)- 35 31 20.20688(N) 076 53 28.37229(W) ADJUSTED EY4113* NAVD 88 - 7.421 (meters) 24.35 (feet) ADJUSTED EY4113 ___________________________________________________________________ EY4113 LAPLACE CORR- -2.17 (seconds) DEFLEC99 EY4113 GEOID HEIGHT- -36.86 (meters) GEOID03 EY4113 DYNAMIC HT - 7.415 (meters) 24.33 (feet) COMP EY4113 MODELED GRAV- 979,761.9 (mgal) NAVD 88 EY4113 EY4113 HORZ ORDER - SECOND EY4113 VERT ORDER - SECOND CLASS II EY4113 EY4113.The North Carolina HARNS have been completed but, EY4113.due to contractual restrictions, coordinates for these stations EY4113.will NOT be published in the near future. In the interim, the EY4113.published coordinates in North Carolina will not be EY4113.consistent with the Continuously Operating Reference Stations EY4113.(CORS). The HARN coordinates for these stations are available EY4113.upon request. Contact Gary Thompson(919-733-3836). EY4113. EY4113.In addition, the published North Carolina positions EY4113.(NAD 83 (1986)) are NOT consistent with those determined in EY4113.adjacent state readjustments. The discontinuity between stations EY4113.located in North Carolina and those in adjacent states EY4113.which have been adjusted to the HARN may be as much as 5 EY4113.decimeters. This will result in a significant loss of accuracy EY4113.over lines crossing such state borders. EY4113 EY4113 EY4113.The horizontal coordinates were established by classical geodetic methods EY4113.and adjusted by the National Geodetic Survey in July 1998. EY4113 EY4113.The orthometric height was determined by differential leveling EY4113.and adjusted by the National Geodetic Survey in June 1991. EY4113 EY4113.The Laplace correction was computed from DEFLEC99 derived deflections. EY4113 EY4113.The geoid height was determined by GEOID03. EY4113 EY4113.The dynamic height is computed by dividing the NAVD 88 EY4113.geopotential number by the normal gravity value computed on the EY4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4113.degrees latitude (g = 980.6199 gals.). EY4113 EY4113.The modeled gravity was interpolated from observed gravity values. EY4113 EY4113; North East Units Scale Factor Converg. EY4113;SPC NC - 198,631.281 800,840.567 MT 0.99988370 +1 13 01.7 EY4113;SPC NC - 651,676.13 2,627,424.43 sFT 0.99988370 +1 13 01.7 EY4113;UTM 18 - 3,932,609.120 328,517.065 MT 0.99996239 -1 05 56.8 EY4113 EY4113! - Elev Factor x Scale Factor = Combined Factor EY4113!SPC NC - 1.00000462 x 0.99988370 = 0.99988832 EY4113!UTM 18 - 1.00000462 x 0.99996239 = 0.99996701 EY4113 EY4113 SUPERSEDED SURVEY CONTROL EY4113 EY4113 NAVD 88 (07/14/98) 7.42 (m) 24.3 (f) LEVELING 3 EY4113 EY4113.Superseded values are not recommended for survey control. EY4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4113.See file dsdata.txt to determine how the superseded data were derived. EY4113 EY4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2851732609(NAD 83) EY4113_MARKER: DE = TRAVERSE STATION DISK EY4113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4113_SP_SET: CONCRETE POST EY4113_STAMPING: FENCE 1982 EY4113_MARK LOGO: NCGS EY4113_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4113+STABILITY: SURFACE MOTION EY4113 EY4113 HISTORY - Date Condition Report By EY4113 HISTORY - 1982 MONUMENTED NCGS EY4113 HISTORY - 19840601 GOOD NCGS EY4113 EY4113 STATION DESCRIPTION EY4113 EY4113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4113'15.3 KM (9.5 MI) ESE FROM WASHINTON. EY4113'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) EAST-SOUTHEAST OF EY4113'WASHINGTON AND 22.2 KM (13.8 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4113'264 FOR 6.4 KM (3.95 MI) EAST FROM THE INTERSECTION WITH NC 32, OR EY4113'1.6 KM (1.0 MI) EAST FROM THE INTERSECTION WITH NC 92, AND 0.6 KM EY4113'(0.4 MI) WEST FROM THE INTERSECTION WITH SR 1600, ON THE NORTH SIDE EY4113'OF THE HIGHWAY, ABOUT 100 FT EAST OF THE WOODS CORNER. THE STATION EY4113'IS A STANDARD NCGS DISK STAMPED---FENCE 1982---, SET INTO THE TOP OF EY4113'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. EY4113'LOCATED 13.6 METERS (44.5 FT) NORTHWEST OF THE CENTERLINE OF US 264, EY4113'2.3 METERS (7.5 FT) SOUTHEAST OF A FENCE LINE, 37.8 METERS (124.0 FT) EY4113'WEST OF THE SOUTH END OF A CONCRETE CULVERT--AND 2.9 METERS (9.5 FT) EY4113'EAST OF A 15-INCH PINE, 2.4 METERS (8.0 FT) SOUTHWEST OF A 15-INCH EY4113'PINE--BOTH WITH REFERENCE TAGS. EY4113 EY4113 STATION RECOVERY (1984) EY4113 EY4113'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4113'STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) EAST-SOUTHEAST OF EY4113'WASHINGTON AND 22.2 KM (13.80 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4113'264 FOR 6.4 KM (3.95 MI) EAST FROM NC 32, OR 1.6 KM (1.00 MI) EAST EY4113'FROM NC 92, AND 0.6 KM (0.35 MI) WEST FROM SR 1600, ON THE NORTH SIDE EY4113'OF THE HIGHWAY, ABOUT 100 FT (30.5 M) EAST OF THE WOODS CORNER. MARK EY4113'IS FLUSH WITH GROUND. LOCATED 13.6 M (44.6 FT) NORTHWEST OF THE EY4113'CENTERLINE OF US 264, 2.3 M (7.5 FT) SOUTHEAST OF A FENCE LINE, 37.8 M EY4113'(124.0 FT) WEST OF THE SOUTH END OF A CONCRETE CULVERT--AND 2.9 M (9.5 EY4113'FT) EAST OF A 15-INCH PINE, 2.4 M (7.9 FT) SOUTHWEST OF A 15-INCH EY4113'PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3771 *********************************************************************** EY3771 DESIGNATION - FERRY EY3771 PID - EY3771 EY3771 STATE/COUNTY- NC/BEAUFORT EY3771 USGS QUAD - BATH (1993) EY3771 EY3771 *CURRENT SURVEY CONTROL EY3771 ___________________________________________________________________ EY3771* NAD 83(1986)- 35 22 44.38278(N) 076 44 59.01873(W) ADJUSTED EY3771* NAVD 88 - 2.1 (meters) 7. (feet) VERTCON EY3771 ___________________________________________________________________ EY3771 LAPLACE CORR- -1.01 (seconds) DEFLEC99 EY3771 GEOID HEIGHT- -37.20 (meters) GEOID03 EY3771 EY3771 HORZ ORDER - SECOND EY3771 EY3771.The North Carolina HARNS have been completed but, EY3771.due to contractual restrictions, coordinates for these stations EY3771.will NOT be published in the near future. In the interim, the EY3771.published coordinates in North Carolina will not be EY3771.consistent with the Continuously Operating Reference Stations EY3771.(CORS). The HARN coordinates for these stations are available EY3771.upon request. Contact Gary Thompson(919-733-3836). EY3771. EY3771.In addition, the published North Carolina positions EY3771.(NAD 83 (1986)) are NOT consistent with those determined in EY3771.adjacent state readjustments. The discontinuity between stations EY3771.located in North Carolina and those in adjacent states EY3771.which have been adjusted to the HARN may be as much as 5 EY3771.decimeters. This will result in a significant loss of accuracy EY3771.over lines crossing such state borders. EY3771 EY3771 EY3771.The horizontal coordinates were established by classical geodetic methods EY3771.and adjusted by the National Geodetic Survey in July 1986. EY3771 EY3771.The NAVD 88 height was computed by applying the VERTCON shift value to EY3771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3771 EY3771.The Laplace correction was computed from DEFLEC99 derived deflections. EY3771 EY3771.The geoid height was determined by GEOID03. EY3771 EY3771; North East Units Scale Factor Converg. EY3771;SPC NC - 183,021.754 814,029.760 MT 0.99987505 +1 17 55.6 EY3771;SPC NC - 600,463.87 2,670,695.97 sFT 0.99987505 +1 17 55.6 EY3771;UTM 18 - 3,916,478.843 341,065.950 MT 0.99991130 -1 00 47.8 EY3771 EY3771! - Elev Factor x Scale Factor = Combined Factor EY3771!SPC NC - 1.00000551 x 0.99987505 = 0.99988056 EY3771!UTM 18 - 1.00000551 x 0.99991130 = 0.99991681 EY3771 EY3771: Primary Azimuth Mark Grid Az EY3771:SPC NC - TURN 295 37 05.5 EY3771:UTM 18 - TURN 297 55 48.9 EY3771 EY3771|---------------------------------------------------------------------| EY3771| PID Reference Object Distance Geod. Az | EY3771| dddmmss.s | EY3771| EY3782 TURN APPROX. 2.4 KM 2965501.1 | EY3771|---------------------------------------------------------------------| EY3771 EY3771 SUPERSEDED SURVEY CONTROL EY3771 EY3771 NAD 27 - 35 22 43.77065(N) 076 45 00.26779(W) AD( ) 2 EY3771 NGVD 29 (07/19/86) 2.4 (m) 8. (f) VERT ANG EY3771 EY3771.Superseded values are not recommended for survey control. EY3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3771.See file dsdata.txt to determine how the superseded data were derived. EY3771 EY3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4106616479(NAD 83) EY3771_MARKER: DE = TRAVERSE STATION DISK EY3771_SETTING: 0 = UNSPECIFIED SETTING EY3771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3771 EY3771 HISTORY - Date Condition Report By EY3771 HISTORY - 1969 MONUMENTED NCGS EY3771 HISTORY - 19830101 MARK NOT FOUND NCGS EY3771 EY3771 STATION DESCRIPTION EY3771 EY3771'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3771'FERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3771'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3771' EY3771'FERRY IS LOCATED APPROXIMATELY 5.4 MILES NNE OF AURORA. STATION EY3771'IS ON THE SOUTH SIDE OF THE PAMLICO RIVER, APPROXIMATELY EY3771'400 YARDS WEST OF THE FERRY DOCKS AND APPROXIMATELY 500 FEET EY3771'NORTH OF SR 1946, ON THE HIGHEST POINT OF A PENINSULA. EY3771' EY3771'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3771'FERRY 1969, SET IN THE TOP OF A PRECAST MONUMENT, THE TOP OF EY3771'WHICH IS 6 INCHES ABOVE THE SURFACE OF THE GROUND. EY3771' EY3771'MARK IS EY3771' EY3771'125.0 FT S OF SHORE LINE EY3771' EY3771'175.0 FT E OF SHORE LINE EY3771' EY3771'225.0 FT W OF SHORE LINE EY3771' EY3771'105.0 FT N OF TREE LINE EY3771' EY3771'41.0 FT N OF SMALL PINE EY3771' EY3771'47.5 FT NE OF SMALL PINE EY3771 EY3771 STATION RECOVERY (1983) EY3771 EY3771'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3771'SEARCHED FOR BUT NOT FOUND--DESCRIPTION IS INADEQUATE FOR LOCATING THE EY3771'MONUMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9130 *********************************************************************** AF9130 DESIGNATION - FIRE AF9130 PID - AF9130 AF9130 STATE/COUNTY- NC/BEAUFORT AF9130 USGS QUAD - HOKE (1978) AF9130 AF9130 *CURRENT SURVEY CONTROL AF9130 ___________________________________________________________________ AF9130* NAD 83(1986)- 35 40 43.58890(N) 076 46 59.63818(W) ADJUSTED AF9130* NAVD 88 - 11.9 (meters) 39. (feet) VERT ANG AF9130 ___________________________________________________________________ AF9130 LAPLACE CORR- -2.58 (seconds) DEFLEC99 AF9130 GEOID HEIGHT- -36.79 (meters) GEOID03 AF9130 AF9130 HORZ ORDER - SECOND AF9130 AF9130.The North Carolina HARNS have been completed but, AF9130.due to contractual restrictions, coordinates for these stations AF9130.will NOT be published in the near future. In the interim, the AF9130.published coordinates in North Carolina will not be AF9130.consistent with the Continuously Operating Reference Stations AF9130.(CORS). The HARN coordinates for these stations are available AF9130.upon request. Contact Gary Thompson(919-733-3836). AF9130. AF9130.In addition, the published North Carolina positions AF9130.(NAD 83 (1986)) are NOT consistent with those determined in AF9130.adjacent state readjustments. The discontinuity between stations AF9130.located in North Carolina and those in adjacent states AF9130.which have been adjusted to the HARN may be as much as 5 AF9130.decimeters. This will result in a significant loss of accuracy AF9130.over lines crossing such state borders. AF9130 AF9130 AF9130.The horizontal coordinates were established by classical geodetic methods AF9130.and adjusted by the National Geodetic Survey in July 1998. AF9130 AF9130.The orthometric height was determined by vertical angle observations. AF9130 AF9130.The Laplace correction was computed from DEFLEC99 derived deflections. AF9130 AF9130.The geoid height was determined by GEOID03. AF9130 AF9130; North East Units Scale Factor Converg. AF9130;SPC NC - 216,201.787 810,243.849 MT 0.99990029 +1 16 46.0 AF9130;SPC NC - 709,322.03 2,658,275.03 sFT 0.99990029 +1 16 46.0 AF9130;UTM 18 - 3,949,785.782 338,623.816 MT 0.99992092 -1 02 25.0 AF9130 AF9130! - Elev Factor x Scale Factor = Combined Factor AF9130!SPC NC - 1.00000391 x 0.99990029 = 0.99990420 AF9130!UTM 18 - 1.00000391 x 0.99992092 = 0.99992483 AF9130 AF9130 SUPERSEDED SURVEY CONTROL AF9130 AF9130.No superseded survey control is available for this station. AF9130 AF9130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3862449786(NAD 83) AF9130_MARKER: DE = TRAVERSE STATION DISK AF9130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9130_STAMPING: FIRE 1983 AF9130_MARK LOGO: NCGS AF9130_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9130+STABILITY: SURFACE MOTION AF9130 AF9130 HISTORY - Date Condition Report By AF9130 HISTORY - 1983 MONUMENTED NCGS AF9130 AF9130 STATION DESCRIPTION AF9130 AF9130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9130'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) NORTHEAST OF PINETOWN AND AF9130'28.0 KM (17.40 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 14.5 AF9130'KM (9.00 MI) SOUTH FROM NC 45 AND NC 99, IN THE RIGHT SHOULDER, ABOUT AF9130'250 FT (76.2 M) NORTH FROM THE LONG ACRE VOLUNTEER FIRE DEPARTMENT AF9130'BUILDING. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 5.6 M (18.4 AF9130'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.1 M (39.7 FT) AF9130'SOUTHWEST OF THE SOUTHEAST END OF A DRIVEWAY CULVERT ON THE WEST SIDE AF9130'OF NC 32, 56.3 M (184.7 FT) NORTHEAST OF THE NORTHWEST END OF A AF9130'DRIVEWAY CULVERT ON THE WEST SIDE OF NC 32--AND 7.8 M (25.6 FT) AF9130'SOUTHEAST OF A 10-INCH PINE, 15.6 M (51.2 FT) EAST OF A 10-INCH AF9130'PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9117 *********************************************************************** AF9117 DESIGNATION - FIVE POINTS AF9117 PID - AF9117 AF9117 STATE/COUNTY- NC/BEAUFORT AF9117 USGS QUAD - BUNYAN (1974) AF9117 AF9117 *CURRENT SURVEY CONTROL AF9117 ___________________________________________________________________ AF9117* NAD 83(1986)- 35 33 39.40613(N) 076 53 17.24011(W) ADJUSTED AF9117* NAVD 88 - 11.3 (meters) 37. (feet) VERT ANG AF9117 ___________________________________________________________________ AF9117 LAPLACE CORR- -2.01 (seconds) DEFLEC99 AF9117 GEOID HEIGHT- -36.81 (meters) GEOID03 AF9117 AF9117 HORZ ORDER - SECOND AF9117 AF9117.The North Carolina HARNS have been completed but, AF9117.due to contractual restrictions, coordinates for these stations AF9117.will NOT be published in the near future. In the interim, the AF9117.published coordinates in North Carolina will not be AF9117.consistent with the Continuously Operating Reference Stations AF9117.(CORS). The HARN coordinates for these stations are available AF9117.upon request. Contact Gary Thompson(919-733-3836). AF9117. AF9117.In addition, the published North Carolina positions AF9117.(NAD 83 (1986)) are NOT consistent with those determined in AF9117.adjacent state readjustments. The discontinuity between stations AF9117.located in North Carolina and those in adjacent states AF9117.which have been adjusted to the HARN may be as much as 5 AF9117.decimeters. This will result in a significant loss of accuracy AF9117.over lines crossing such state borders. AF9117 AF9117 AF9117.The horizontal coordinates were established by classical geodetic methods AF9117.and adjusted by the National Geodetic Survey in July 1998. AF9117 AF9117.The orthometric height was determined by vertical angle observations. AF9117 AF9117.The Laplace correction was computed from DEFLEC99 derived deflections. AF9117 AF9117.The geoid height was determined by GEOID03. AF9117 AF9117; North East Units Scale Factor Converg. AF9117;SPC NC - 202,925.844 801,029.703 MT 0.99988710 +1 13 08.1 AF9117;SPC NC - 665,765.87 2,628,044.95 sFT 0.99988710 +1 13 08.1 AF9117;UTM 18 - 3,936,892.853 328,879.677 MT 0.99996085 -1 05 54.0 AF9117 AF9117! - Elev Factor x Scale Factor = Combined Factor AF9117!SPC NC - 1.00000400 x 0.99988710 = 0.99989110 AF9117!UTM 18 - 1.00000400 x 0.99996085 = 0.99996485 AF9117 AF9117 SUPERSEDED SURVEY CONTROL AF9117 AF9117.No superseded survey control is available for this station. AF9117 AF9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2888036893(NAD 83) AF9117_MARKER: DE = TRAVERSE STATION DISK AF9117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9117_STAMPING: FIVE POINTS 1983 AF9117_MARK LOGO: NCGS AF9117_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9117+STABILITY: SURFACE MOTION AF9117 AF9117 HISTORY - Date Condition Report By AF9117 HISTORY - 1983 MONUMENTED NCGS AF9117 AF9117 STATION DESCRIPTION AF9117 AF9117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9117'STATION IS LOCATED 6.1 KM (3.80 MI) SOUTH-SOUTHWEST OF PINETOWN AND AF9117'15.3 KM (9.50 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 6.9 KM (4.30 MI) AF9117'NORTH FROM US 264, IN THE RIGHT SHOULDER, ABOUT 0.3 KM (0.20 MI) AF9117'NORTHEAST FROM FIVE POINTS FREEWILL BAPTIST CHURCH, ON THE AF9117'PROLONGATION OF THE EAST EDGE OF A 1-STORY FRAME DWELLING. MARK IS AF9117'RECESSED 2 INCHES BELOW GROUND. LOCATED 5.0 M (16.4 FT) AF9117'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.0 M (95.1 FT) AF9117'NORTHEAST OF THE EAST END OF A CERAMIC CULVERT FOR A STORE YARD--AND AF9117'21.5 M (70.5 FT) SOUTH OF A TELEPHONE PEDESTAL AND POLE (34), 28.5 M AF9117'(93.5 FT) NORTHEAST OF A POWER POLE, AND 32.7 M (107.3 FT) WEST OF A AF9117'POWER POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4254 *********************************************************************** EY4254 DESIGNATION - FLEMING EY4254 PID - EY4254 EY4254 STATE/COUNTY- NC/BEAUFORT EY4254 USGS QUAD - HACKNEY (1983) EY4254 EY4254 *CURRENT SURVEY CONTROL EY4254 ___________________________________________________________________ EY4254* NAD 83(1986)- 35 28 33.66482(N) 077 07 04.29449(W) ADJUSTED EY4254* NAVD 88 - 16.26 (+/-2cm) 53.3 (feet) VERTCON EY4254 ___________________________________________________________________ EY4254 LAPLACE CORR- -2.47 (seconds) DEFLEC99 EY4254 GEOID HEIGHT- -36.63 (meters) GEOID03 EY4254 EY4254 HORZ ORDER - SECOND EY4254 VERT ORDER - THIRD ? (See Below) EY4254 EY4254.The North Carolina HARNS have been completed but, EY4254.due to contractual restrictions, coordinates for these stations EY4254.will NOT be published in the near future. In the interim, the EY4254.published coordinates in North Carolina will not be EY4254.consistent with the Continuously Operating Reference Stations EY4254.(CORS). The HARN coordinates for these stations are available EY4254.upon request. Contact Gary Thompson(919-733-3836). EY4254. EY4254.In addition, the published North Carolina positions EY4254.(NAD 83 (1986)) are NOT consistent with those determined in EY4254.adjacent state readjustments. The discontinuity between stations EY4254.located in North Carolina and those in adjacent states EY4254.which have been adjusted to the HARN may be as much as 5 EY4254.decimeters. This will result in a significant loss of accuracy EY4254.over lines crossing such state borders. EY4254 EY4254 EY4254.The horizontal coordinates were established by classical geodetic methods EY4254.and adjusted by the National Geodetic Survey in October 1990. EY4254 EY4254.The NAVD 88 height was computed by applying the VERTCON shift value to EY4254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4254.The vertical order pertains to the NGVD 29 superseded value. EY4254 EY4254.The Laplace correction was computed from DEFLEC99 derived deflections. EY4254 EY4254.The geoid height was determined by GEOID03. EY4254 EY4254; North East Units Scale Factor Converg. EY4254;SPC NC - 193,086.927 780,386.724 MT 0.99988022 +1 05 10.7 EY4254;SPC NC - 633,486.03 2,560,318.78 sFT 0.99988022 +1 05 10.7 EY4254;UTM 18 - 3,927,895.274 307,853.273 MT 1.00005500 -1 13 46.2 EY4254 EY4254! - Elev Factor x Scale Factor = Combined Factor EY4254!SPC NC - 1.00000320 x 0.99988022 = 0.99988342 EY4254!UTM 18 - 1.00000320 x 1.00005500 = 1.00005820 EY4254 EY4254 SUPERSEDED SURVEY CONTROL EY4254 EY4254 NGVD 29 (10/26/90) 16.59 (m) 54.4 (f) LEVELING 3 EY4254 EY4254.Superseded values are not recommended for survey control. EY4254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4254.See file dsdata.txt to determine how the superseded data were derived. EY4254 EY4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0785327895(NAD 83) EY4254_MARKER: DE = TRAVERSE STATION DISK EY4254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4254_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4254_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4254+STABILITY: SURFACE MOTION EY4254 EY4254 HISTORY - Date Condition Report By EY4254 HISTORY - 1979 MONUMENTED NCGS EY4254 HISTORY - 1986 GOOD USPSQD EY4254 EY4254 STATION DESCRIPTION EY4254 EY4254'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4254'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTH-SOUTHWEST OF EY4254'CHOCOWINITY AND 5.7 MILES NORTH-NORTHEAST OF WILMAR. EY4254' EY4254'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 33 IN CHOCOWINITY, EY4254'PROCEED SOUTHERLY ALONG US 17 FOR 2.7 MILES TO STATION ON THE RIGHT EY4254'ACROSS HIGHWAY FROM AN ABANDONED SERVICE STATION AND 0.25 MILE SOUTH EY4254'OF SR 1155 WEST. EY4254' EY4254'STATION MARK IS A STANDARD DISK STAMPED---FLEMING 1979---SET IN TOP EY4254'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4254'THE MARK IS 37.1 FEET NORTHWEST OF CENTERLINE OF US 17, 103.3 FEET EY4254'SOUTHWEST OF CENTERLINE OF DRIVEWAY AND 29.2 FEET NORTHEAST OF POWER EY4254'POLE, 115.9 FEET NORTHEAST OF TELEPHONE PEDESTAL WITH POST AND 165.0 EY4254'FEET WEST-SOUTHWEST OF 30 INCH PINE ALL WITH REFERENCE TAGS. EY4254 EY4254 STATION RECOVERY (1986) EY4254 EY4254'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG) EY4254'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3490 *********************************************************************** EY3490 DESIGNATION - FORD EY3490 PID - EY3490 EY3490 STATE/COUNTY- NC/BEAUFORT EY3490 USGS QUAD - LOWLAND (1993) EY3490 EY3490 *CURRENT SURVEY CONTROL EY3490 ___________________________________________________________________ EY3490* NAD 83(1986)- 35 20 11.50814(N) 076 37 22.45588(W) ADJUSTED EY3490* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3490 ___________________________________________________________________ EY3490 LAPLACE CORR- -0.94 (seconds) DEFLEC99 EY3490 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3490 EY3490 HORZ ORDER - THIRD EY3490 EY3490.The North Carolina HARNS have been completed but, EY3490.due to contractual restrictions, coordinates for these stations EY3490.will NOT be published in the near future. In the interim, the EY3490.published coordinates in North Carolina will not be EY3490.consistent with the Continuously Operating Reference Stations EY3490.(CORS). The HARN coordinates for these stations are available EY3490.upon request. Contact Gary Thompson(919-733-3836). EY3490. EY3490.In addition, the published North Carolina positions EY3490.(NAD 83 (1986)) are NOT consistent with those determined in EY3490.adjacent state readjustments. The discontinuity between stations EY3490.located in North Carolina and those in adjacent states EY3490.which have been adjusted to the HARN may be as much as 5 EY3490.decimeters. This will result in a significant loss of accuracy EY3490.over lines crossing such state borders. EY3490 EY3490 EY3490.The horizontal coordinates were established by classical geodetic methods EY3490.and adjusted by the National Geodetic Survey in July 1986. EY3490 EY3490.The orthometric height was scaled from a topographic map. EY3490 EY3490.The Laplace correction was computed from DEFLEC99 derived deflections. EY3490 EY3490.The geoid height was determined by GEOID03. EY3490 EY3490; North East Units Scale Factor Converg. EY3490;SPC NC - 178,580.834 825,661.788 MT 0.99987368 +1 22 19.2 EY3490;SPC NC - 585,893.95 2,708,858.72 sFT 0.99987368 +1 22 19.2 EY3490;UTM 18 - 3,911,572.330 352,509.580 MT 0.99986808 -0 56 19.8 EY3490 EY3490! - Elev Factor x Scale Factor = Combined Factor EY3490!SPC NC - 1.00000575 x 0.99987368 = 0.99987943 EY3490!UTM 18 - 1.00000575 x 0.99986808 = 0.99987383 EY3490 EY3490: Primary Azimuth Mark Grid Az EY3490:SPC NC - TUL 125 23 34.0 EY3490:UTM 18 - TUL 127 42 13.0 EY3490 EY3490|---------------------------------------------------------------------| EY3490| PID Reference Object Distance Geod. Az | EY3490| dddmmss.s | EY3490| EY3505 TUL APPROX. 1.4 KM 1264553.2 | EY3490| EY3493 GOOSE CREEK BEACON 34 APPROX. 0.7 KM 1373244.8 | EY3490| EY4981 FORD RM 1 22.115 METERS 23417 | EY3490| EY4982 FORD RM 2 16.951 METERS 31022 | EY3490|---------------------------------------------------------------------| EY3490 EY3490 SUPERSEDED SURVEY CONTROL EY3490 EY3490 NAD 27 - 35 20 10.90400(N) 076 37 23.71400(W) AD( ) 3 EY3490 EY3490.Superseded values are not recommended for survey control. EY3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3490.See file dsdata.txt to determine how the superseded data were derived. EY3490 EY3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5251011572(NAD 83) EY3490_MARKER: DS = TRIANGULATION STATION DISK EY3490_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3490_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3490 EY3490 HISTORY - Date Condition Report By EY3490 HISTORY - 1935 MONUMENTED CGS EY3490 HISTORY - 1948 GOOD CGS EY3490 EY3490 STATION DESCRIPTION EY3490 EY3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3490'STATION IS ON THE N SHORE OF GOOSE CREEK, 1/2 MILE N OF CLARK EY3490'POINT, AT THE JUNCTION LINE OF MARSH AND FAST-LAND. BOTH MARSH EY3490'AND FAST-LAND ARE COVERED WITH GRASS, BUT THERE IS A DISTINCT EY3490'DIFFERENCE BETWEEN THE TWO. EY3490' EY3490'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3490'CONCRETE, IN THE TOPS OF TILES. EY3490' EY3490'STATION IS 15 YARDS WNW OF HIGH-WATER LINE AND PROJECTS 2 EY3490'INCHES ABOVE SURFACE OF GROUND. EY3490' EY3490'REFERENCE MARK PROJECTS 6 INCHES ABOVE GROUND. EY3490 EY3490 STATION RECOVERY (1948) EY3490 EY3490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3490'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY3490'TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE EY3490'AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3490'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3490' EY3490'STATION IS ON THE N SHORE OF GOOSE CREEK, 1/2 MILE N OF CLARK EY3490'POINT, AT THE JUNCTION LINE OF MARSH AND FAST LAND. BOTH MARSH EY3490'AND FAST LAND ARE COVERED WITH GRASS, BUT THERE IS A DISTINCT EY3490'DIFFERENCE BETWEEN THE TWO. THE LAST GROUP OF TREES ALONG THE EY3490'SHORE IS 70 METERS S OF THE STATION. STATION IS ON THE W EDGE EY3490'OF HIGH REEDS WHICH GROW ALONG THE SHORE AND 7.3 METERS FROM EY3490'THE N CORNER (APPARENT SHORELINE) OF A SQUARE BIGHT IN THE EY3490'SHORELINE. EY3490' EY3490'STATION MARK IS A BRONZE STATION DISK, STAMPED FORD 1935, AND EY3490'SET IN CONCRETE AT THE CENTER OF THE TOP OF A 10-INCH TILE EY3490'PROJECTING 6 INCHES ABOVE GROUND. EY3490' EY3490'REFERENCE MARK 1 IS S OF THE STATION, 20.6 METERS W OF EY3490'SHORELINE, 52.4 METERS N OF A TRIANGULAR-BLAZED 16-INCH LONE EY3490'PINE 35 FEET HIGH. THE MARK IS A BRONZE REFERENCE DISK, EY3490'STAMPED FORD 1935 NO 1, AND SET IN CONCRETE IN THE TOP OF AN EY3490'8-INCH TILE PROJECTING 5 INCHES ABOVE GROUND. EY3490' EY3490'REFERENCE MARK 2 IS W OF THE STATION, ON LINE OF MARSH GRASS EY3490'AND FAST LAND GRASS. THE MARK IS A BRONZE REFERENCE DISK, EY3490'STAMPED FORD 1935 NO 2, AND SET IN CONCRETE IN THE TOP OF AN EY3490'8-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2288 *********************************************************************** EY2288 DESIGNATION - FORK EY2288 PID - EY2288 EY2288 STATE/COUNTY- NC/BEAUFORT EY2288 USGS QUAD - HACKNEY (1983) EY2288 EY2288 *CURRENT SURVEY CONTROL EY2288 ___________________________________________________________________ EY2288* NAD 83(1986)- 35 29 44.54692(N) 077 01 09.82255(W) ADJUSTED EY2288* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2288 ___________________________________________________________________ EY2288 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2288 GEOID HEIGHT- -36.73 (meters) GEOID03 EY2288 EY2288 HORZ ORDER - THIRD EY2288 EY2288.The North Carolina HARNS have been completed but, EY2288.due to contractual restrictions, coordinates for these stations EY2288.will NOT be published in the near future. In the interim, the EY2288.published coordinates in North Carolina will not be EY2288.consistent with the Continuously Operating Reference Stations EY2288.(CORS). The HARN coordinates for these stations are available EY2288.upon request. Contact Gary Thompson(919-733-3836). EY2288. EY2288.In addition, the published North Carolina positions EY2288.(NAD 83 (1986)) are NOT consistent with those determined in EY2288.adjacent state readjustments. The discontinuity between stations EY2288.located in North Carolina and those in adjacent states EY2288.which have been adjusted to the HARN may be as much as 5 EY2288.decimeters. This will result in a significant loss of accuracy EY2288.over lines crossing such state borders. EY2288 EY2288 EY2288.The horizontal coordinates were established by classical geodetic methods EY2288.and adjusted by the National Geodetic Survey in July 1986. EY2288 EY2288.The orthometric height was scaled from a topographic map. EY2288 EY2288.The Laplace correction was computed from DEFLEC99 derived deflections. EY2288 EY2288.The geoid height was determined by GEOID03. EY2288 EY2288; North East Units Scale Factor Converg. EY2288;SPC NC - 195,444.599 789,276.658 MT 0.99988162 +1 08 35.3 EY2288;SPC NC - 641,221.16 2,589,485.17 sFT 0.99988162 +1 08 35.3 EY2288;UTM 18 - 3,929,892.089 316,832.592 MT 1.00001346 -1 10 22.3 EY2288 EY2288! - Elev Factor x Scale Factor = Combined Factor EY2288!SPC NC - 1.00000566 x 0.99988162 = 0.99988728 EY2288!UTM 18 - 1.00000566 x 1.00001346 = 1.00001912 EY2288 EY2288: Primary Azimuth Mark Grid Az EY2288:SPC NC - ENGINEER 338 44 28.9 EY2288:UTM 18 - ENGINEER 341 03 26.5 EY2288 EY2288|---------------------------------------------------------------------| EY2288| PID Reference Object Distance Geod. Az | EY2288| dddmmss.s | EY2288| EY4489 FORK RM 24.460 METERS 29104 | EY2288| EY2113 ENGINEER APPROX. 1.5 KM 3395304.2 | EY2288| EY2135 MC WILLIAMS PT SHOAL LT NEW APPROX. 1.3 KM 3560203.2 | EY2288|---------------------------------------------------------------------| EY2288 EY2288 SUPERSEDED SURVEY CONTROL EY2288 EY2288 NAD 27 - 35 29 43.96000(N) 077 01 11.00100(W) AD( ) 3 EY2288 EY2288.Superseded values are not recommended for survey control. EY2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2288.See file dsdata.txt to determine how the superseded data were derived. EY2288 EY2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1683329892(NAD 83) EY2288_MARKER: DS = TRIANGULATION STATION DISK EY2288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2288_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2288 EY2288 HISTORY - Date Condition Report By EY2288 HISTORY - 1914 MONUMENTED CGS EY2288 HISTORY - 1933 GOOD CGS EY2288 HISTORY - 1949 POOR CGS EY2288 EY2288 STATION DESCRIPTION EY2288 EY2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2288'STATION IS ON THE S SIDE OF PAMLICO RIVER, AT THE NW SIDE OF EY2288'ENTRANCE TO CHOCOWINITY BAY, ON THE SANDY AND MARSHY POINT EY2288'AT THE SE END OF FORK POINT ISLAND, 5 YARDS FROM SHORE IN THE EY2288'DIRECTION OF FORK POINT LIGHT AND 7 YARDS FROM SHORE IN THE EY2288'DIRECTION OF MC WILLIAM POINT SHOAL LIGHT. EY2288' EY2288'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2288'CONCRETE, IN TOPS OF TILES. EY2288' EY2288'THE REFERENCE MARK IS IN RANGE WITH THE STATION AND FORK POINT EY2288'LIGHT AND IS 24.46 METERS (80.2 FEET) FROM THE STATION EY2288'N 68 DEG 56 MIN W. EY2288 EY2288 STATION RECOVERY (1933) EY2288 EY2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2288'STATION WAS RECOVERED IN GOOD CONDITION ON A POINT EXTENDING EY2288'OUT ON THE N SIDE OF FORK POINT ISLAND. IT WAS CLOSE TO EY2288'EDGE OF WATER, AND PROBABLY PERMANENT. THE REFERENCE MARK EY2288'WAS FOUND 6 METERS FROM THE WATER, IN GOOD CONDITION. EY2288' EY2288'OLD STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2288'CONCRETE, IN TOPS OF TILES. EY2288' EY2288'A NEW STATION CHALK, WAS ERECTED IN THE VICINITY, AND THE EY2288'RECOVERED STATION AND ITS REFERENCE MARKS ARE TIED TO IT. EY2288 EY2288 STATION RECOVERY (1949) EY2288 EY2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2288'STATION WAS RECOVERED IN POOR CONDITION, 2.0 FEET N OF THE EY2288'SHORELINE. THE MONUMENT IS LOOSE AND IT IS DOUBTFUL THAT IT EY2288'WILL REMAIN MORE THAN 1 YEAR. THE REFERENCE MARK WAS RECOVERED EY2288'IN GOOD CONDITION. EY2288' EY2288'THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION EY2288'FOLLOWS-- EY2288' EY2288'STATION IS LOCATED AT THE END OF A SMALL POINT ON THE N SHORE EY2288'OF FORK POINT ISLAND, AT THE ENTRANCE TO CHOCOWINITY BAY NEAR EY2288'THE SE END OF THE ISLAND, 2.0 FEET N OF THE SHORELINE IN ABOUT EY2288'1.5 FEET OF WATER, AND PROJECTING 1.0 FOOT ABOVE WATER. IT IS EY2288'A BRONZE STATION DISK, UNSTAMPED, AND SET IN CONCRETE AT THE EY2288'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND. EY2288' EY2288'REFERENCE MARK IS NW OF THE STATION, IN RANGE WITH FORK POINT EY2288'LIGHT, 2.0 METERS S OF THE SHORELINE, ON THE CREST OF A SAND EY2288'RIDGE RUNNING ALONG THE SHORE. IT IS A BRONZE REFERENCE DISK, EY2288'UNSTAMPED, AND SET IN CONCRETE AT THE CENTER OF THE TOP OF A EY2288'TILE WHICH IS EMBEDDED IN THE GROUND. IT IS 1.0 FOOT EY2288'UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3517 *********************************************************************** EY3517 DESIGNATION - FORK EY3517 PID - EY3517 EY3517 STATE/COUNTY- NC/BEAUFORT EY3517 USGS QUAD - SOUTH CREEK (1993) EY3517 EY3517 *CURRENT SURVEY CONTROL EY3517 ___________________________________________________________________ EY3517* NAD 83(1986)- 35 20 53.05107(N) 076 41 57.98235(W) ADJUSTED EY3517* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3517 ___________________________________________________________________ EY3517 LAPLACE CORR- -0.75 (seconds) DEFLEC99 EY3517 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3517 EY3517 HORZ ORDER - THIRD EY3517 EY3517.The North Carolina HARNS have been completed but, EY3517.due to contractual restrictions, coordinates for these stations EY3517.will NOT be published in the near future. In the interim, the EY3517.published coordinates in North Carolina will not be EY3517.consistent with the Continuously Operating Reference Stations EY3517.(CORS). The HARN coordinates for these stations are available EY3517.upon request. Contact Gary Thompson(919-733-3836). EY3517. EY3517.In addition, the published North Carolina positions EY3517.(NAD 83 (1986)) are NOT consistent with those determined in EY3517.adjacent state readjustments. The discontinuity between stations EY3517.located in North Carolina and those in adjacent states EY3517.which have been adjusted to the HARN may be as much as 5 EY3517.decimeters. This will result in a significant loss of accuracy EY3517.over lines crossing such state borders. EY3517 EY3517 EY3517.The horizontal coordinates were established by classical geodetic methods EY3517.and adjusted by the National Geodetic Survey in July 1986. EY3517 EY3517.The orthometric height was scaled from a topographic map. EY3517 EY3517.The Laplace correction was computed from DEFLEC99 derived deflections. EY3517 EY3517.The geoid height was determined by GEOID03. EY3517 EY3517; North East Units Scale Factor Converg. EY3517;SPC NC - 179,696.725 818,676.908 MT 0.99987400 +1 19 40.1 EY3517;SPC NC - 589,555.01 2,685,942.49 sFT 0.99987400 +1 19 40.1 EY3517;UTM 18 - 3,912,968.981 345,575.329 MT 0.99989389 -0 59 00.2 EY3517 EY3517! - Elev Factor x Scale Factor = Combined Factor EY3517!SPC NC - 1.00000590 x 0.99987400 = 0.99987990 EY3517!UTM 18 - 1.00000590 x 0.99989389 = 0.99989979 EY3517 EY3517: Primary Azimuth Mark Grid Az EY3517:SPC NC - TREES 281 55 55.4 EY3517:UTM 18 - TREES 284 14 35.7 EY3517 EY3517|---------------------------------------------------------------------| EY3517| PID Reference Object Distance Geod. Az | EY3517| dddmmss.s | EY3517| EY4983 FORK RM 24.202 METERS 09647 | EY3517| EY3542 TREES APPROX. 0.9 KM 2831535.5 | EY3517|---------------------------------------------------------------------| EY3517 EY3517 SUPERSEDED SURVEY CONTROL EY3517 EY3517 NAD 27 - 35 20 52.45000(N) 076 41 59.23400(W) AD( ) 3 EY3517 EY3517.Superseded values are not recommended for survey control. EY3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3517.See file dsdata.txt to determine how the superseded data were derived. EY3517 EY3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4557512969(NAD 83) EY3517_MARKER: DS = TRIANGULATION STATION DISK EY3517_SETTING: 0 = UNSPECIFIED SETTING EY3517 EY3517 HISTORY - Date Condition Report By EY3517 HISTORY - 1935 MONUMENTED CGS EY3517 HISTORY - 1948 GOOD CGS EY3517 EY3517 STATION DESCRIPTION EY3517 EY3517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3517'STATION IS ON THE S SIDE OF SOUTH CREEK ON FORK POINT AT THE EY3517'MOUTH OF BOND CREEK ON A POINT 400 METERS W OF MOUTH OF CREEK, EY3517'AND ON THE EDGE OF A CULTIVATED FIELD. POINT IS 15 METERS WIDE EY3517'AND EXTENDS OUT IN THE WATER 30 METERS. STATION IS IN FAST EY3517'LAND 4 FEET ABOVE WATER LEVEL. SHORE LINE IS 7 METERS E, AND EY3517'8 METERS W OF STATION. EY3517' EY3517'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3517'8- BY 36-INCH TILE PROJECTING 4 INCHES ABOVE THE GROUND. EY3517' EY3517'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED EY3517'TILE 8 BY 30 INCHES PROJECTING 4 INCHES ABOVE THE GROUND. EY3517 EY3517 STATION RECOVERY (1948) EY3517 EY3517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3517'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3517'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3517'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3517'INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3517' EY3517'STATION IS ON THE S SIDE OF SOUTH CREEK ON FORK POINT, ON A EY3517'SMALL BRUSHY POINT, 400 METERS W OF THE EXTREME END OF FORK EY3517'POINT, AT THE MOUTH OF BOND CREEK. IT IS IN FAST EY3517'LAND 4 FEET ABOVE WATER LEVEL. A LARGE CULTIVATED FIELD IS EY3517'JUST S OF THE STATION. SHORELINE IS 7 METERS E, 5.0 METERS N, EY3517'AND 3 METERS W OF STATION. EY3517' EY3517'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED EY3517'8-INCH TILE PROJECTING 4 INCHES ABOVE GROUND. DISK IS STAMPED FORK EY3517'1935. EY3517' EY3517'REFERENCE MARK IS 6.2 METERS E OF A WALNUT TREE AND W OF THE EY3517'STATION, ON THE EDGE OF THE CULTIVATED FIELD. IT IS A BRONZE EY3517'REFERENCE DISK SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE EY3517'PROJECTING 4 INCHES ABOVE GROUND. DISK IS STAMPED FORK 1935. EY3517' EY3517'THE OBJECT FROM WHICH THE DIRECTION TO THE REFERENCE MARK EY3517'FROM THE STATION WAS MEASURED CANNOT BE TREES 1935 IF 173 DEG EY3517'31 MIN 51 SEC IS CORRECT. INSTEAD BOND 1935 MAY BE THE OBJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2287 *********************************************************************** EY2287 DESIGNATION - FORK POINT LIGHT OLD EY2287 PID - EY2287 EY2287 STATE/COUNTY- NC/BEAUFORT EY2287 USGS QUAD - HACKNEY (1983) EY2287 EY2287 *CURRENT SURVEY CONTROL EY2287 ___________________________________________________________________ EY2287* NAD 83(1986)- 35 29 26.18620(N) 077 00 12.51945(W) ADJUSTED EY2287* NAVD 88 - EY2287 ___________________________________________________________________ EY2287 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2287 GEOID HEIGHT- -36.76 (meters) GEOID03 EY2287 EY2287 HORZ ORDER - THIRD EY2287 EY2287.The North Carolina HARNS have been completed but, EY2287.due to contractual restrictions, coordinates for these stations EY2287.will NOT be published in the near future. In the interim, the EY2287.published coordinates in North Carolina will not be EY2287.consistent with the Continuously Operating Reference Stations EY2287.(CORS). The HARN coordinates for these stations are available EY2287.upon request. Contact Gary Thompson(919-733-3836). EY2287. EY2287.In addition, the published North Carolina positions EY2287.(NAD 83 (1986)) are NOT consistent with those determined in EY2287.adjacent state readjustments. The discontinuity between stations EY2287.located in North Carolina and those in adjacent states EY2287.which have been adjusted to the HARN may be as much as 5 EY2287.decimeters. This will result in a significant loss of accuracy EY2287.over lines crossing such state borders. EY2287 EY2287 EY2287.The horizontal coordinates were established by classical geodetic methods EY2287.and adjusted by the National Geodetic Survey in July 1986. EY2287 EY2287 EY2287.The Laplace correction was computed from DEFLEC99 derived deflections. EY2287 EY2287.The geoid height was determined by GEOID03. EY2287 EY2287; North East Units Scale Factor Converg. EY2287;SPC NC - 194,907.841 790,731.840 MT 0.99988125 +1 09 08.4 EY2287;SPC NC - 639,460.14 2,594,259.38 sFT 0.99988125 +1 09 08.4 EY2287;UTM 18 - 3,929,296.890 318,265.080 MT 1.00000702 -1 09 48.5 EY2287 EY2287 SUPERSEDED SURVEY CONTROL EY2287 EY2287 NAD 27 - 35 29 25.60000(N) 077 00 13.70100(W) AD( ) 3 EY2287 EY2287.Superseded values are not recommended for survey control. EY2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2287.See file dsdata.txt to determine how the superseded data were derived. EY2287 EY2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1826529297(NAD 83) EY2287_MARKER: 14 = NAVIGATION LIGHT EY2287 EY2287 HISTORY - Date Condition Report By EY2287 HISTORY - 1914 FIRST OBSERVED CGS EY2287 EY2287 STATION DESCRIPTION EY2287 EY2287'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3922 *********************************************************************** EY3922 DESIGNATION - FORT EY3922 PID - EY3922 EY3922 STATE/COUNTY- NC/BEAUFORT EY3922 USGS QUAD - BLOUNTS BAY (1993) EY3922 EY3922 *CURRENT SURVEY CONTROL EY3922 ___________________________________________________________________ EY3922* NAD 83(1986)- 35 28 24.30362(N) 076 59 23.65006(W) ADJUSTED EY3922* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3922 ___________________________________________________________________ EY3922 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY3922 GEOID HEIGHT- -36.79 (meters) GEOID03 EY3922 EY3922 HORZ ORDER - SECOND EY3922 EY3922.The North Carolina HARNS have been completed but, EY3922.due to contractual restrictions, coordinates for these stations EY3922.will NOT be published in the near future. In the interim, the EY3922.published coordinates in North Carolina will not be EY3922.consistent with the Continuously Operating Reference Stations EY3922.(CORS). The HARN coordinates for these stations are available EY3922.upon request. Contact Gary Thompson(919-733-3836). EY3922. EY3922.In addition, the published North Carolina positions EY3922.(NAD 83 (1986)) are NOT consistent with those determined in EY3922.adjacent state readjustments. The discontinuity between stations EY3922.located in North Carolina and those in adjacent states EY3922.which have been adjusted to the HARN may be as much as 5 EY3922.decimeters. This will result in a significant loss of accuracy EY3922.over lines crossing such state borders. EY3922 EY3922 EY3922.The horizontal coordinates were established by classical geodetic methods EY3922.and adjusted by the National Geodetic Survey in July 1986. EY3922 EY3922.The orthometric height was scaled from a topographic map. EY3922 EY3922.The Laplace correction was computed from DEFLEC99 derived deflections. EY3922 EY3922.The geoid height was determined by GEOID03. EY3922 EY3922; North East Units Scale Factor Converg. EY3922;SPC NC - 193,026.136 792,001.833 MT 0.99988005 +1 09 36.6 EY3922;SPC NC - 633,286.58 2,598,426.01 sFT 0.99988005 +1 09 36.6 EY3922;UTM 18 - 3,927,365.171 319,458.158 MT 1.00000170 -1 09 18.4 EY3922 EY3922! - Elev Factor x Scale Factor = Combined Factor EY3922!SPC NC - 1.00000551 x 0.99988005 = 0.99988556 EY3922!UTM 18 - 1.00000551 x 1.00000170 = 1.00000721 EY3922 EY3922: Primary Azimuth Mark Grid Az EY3922:SPC NC - HILL 038 53 05.4 EY3922:UTM 18 - HILL 041 12 00.4 EY3922 EY3922|---------------------------------------------------------------------| EY3922| PID Reference Object Distance Geod. Az | EY3922| dddmmss.s | EY3922| EY3944 HILLS CREEK LIGHT OLD APPROX. 1.0 KM 0121610.4 | EY3922| EY4993 FORT RM N 01326 | EY3922| EY3927 HILL APPROX. 1.5 KM 0400242.0 | EY3922| EY3937 WATER APPROX. 3.1 KM 1143316.0 | EY3922| EY4986 FORT RM 19.800 METERS 20335 | EY3922| EY3923 FORT ECC 27.870 METERS 23817 | EY3922| EY4992 FORT RM W 14.165 METERS 24959 | EY3922| EY2286 FORK POINT LIGHT APPROX. 2.3 KM 3265731.8 | EY3922|---------------------------------------------------------------------| EY3922 EY3922 SUPERSEDED SURVEY CONTROL EY3922 EY3922 NAD 27 - 35 28 23.71400(N) 076 59 24.83700(W) AD( ) 2 EY3922 EY3922.Superseded values are not recommended for survey control. EY3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3922.See file dsdata.txt to determine how the superseded data were derived. EY3922 EY3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1945827365(NAD 83) EY3922_MARKER: DD = SURVEY DISK EY3922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3922 EY3922 HISTORY - Date Condition Report By EY3922 HISTORY - 1914 MONUMENTED USE EY3922 HISTORY - 1933 GOOD CGS EY3922 HISTORY - 1948 MARK NOT FOUND CGS EY3922 EY3922 STATION DESCRIPTION EY3922 EY3922'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EY3922'STATION IS ON THE S SHORE OF PAMLICO RIVER, 1/4 MILE NW OF EY3922'HILLS POINT, ON SANDY BEACH, ABOUT 10 YARDS FROM FOOT OF CLAY EY3922'BLUFF 20 FEET HIGH, AND 5 YARDS BACK FROM AVERAGE HIGH EY3922'WATER. MARKED BY 8-INCH SQUARE CONCRETE MONUMENT, PLACED BY ARMY EY3922'ENGINEERS, AND MARKED U.S.E.D. 1913 ON THE TOP. REFERENCE MARK EY3922'IS STANDARD REFERENCE DISK IN TILE AND CONCRETE EY3922'AND ON TOP OF BLUFF. EY3922'STATION FORT IS 27.899 METERS EY3922'(91.53 FEET) FROM STATION S 58 DEG 16 MIN W. EY3922'STANDARD REFERENCE DISK IN TILE AND CONCRETE, EY3922'AND ESTABLISHED IN 1933. EY3922' EY3922'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.6 METERS. EY3922 EY3922 STATION RECOVERY (1948) EY3922 EY3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3922'STATION DESTROYED. REFERENCE MARK WAS RECOVERED AND FOUND IN EY3922'GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3924 *********************************************************************** EY3924 DESIGNATION - FORT 2 EY3924 PID - EY3924 EY3924 STATE/COUNTY- NC/BEAUFORT EY3924 USGS QUAD - BLOUNTS BAY (1993) EY3924 EY3924 *CURRENT SURVEY CONTROL EY3924 ___________________________________________________________________ EY3924* NAD 83(1986)- 35 28 23.43963(N) 076 59 24.28510(W) ADJUSTED EY3924* NAVD 88 - 9.823 (meters) 32.23 (feet) ADJUSTED EY3924 ___________________________________________________________________ EY3924 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY3924 GEOID HEIGHT- -36.79 (meters) GEOID03 EY3924 DYNAMIC HT - 9.815 (meters) 32.20 (feet) COMP EY3924 MODELED GRAV- 979,756.3 (mgal) NAVD 88 EY3924 EY3924 HORZ ORDER - FIRST EY3924 VERT ORDER - SECOND CLASS II EY3924 EY3924.The North Carolina HARNS have been completed but, EY3924.due to contractual restrictions, coordinates for these stations EY3924.will NOT be published in the near future. In the interim, the EY3924.published coordinates in North Carolina will not be EY3924.consistent with the Continuously Operating Reference Stations EY3924.(CORS). The HARN coordinates for these stations are available EY3924.upon request. Contact Gary Thompson(919-733-3836). EY3924. EY3924.In addition, the published North Carolina positions EY3924.(NAD 83 (1986)) are NOT consistent with those determined in EY3924.adjacent state readjustments. The discontinuity between stations EY3924.located in North Carolina and those in adjacent states EY3924.which have been adjusted to the HARN may be as much as 5 EY3924.decimeters. This will result in a significant loss of accuracy EY3924.over lines crossing such state borders. EY3924 EY3924 EY3924.The horizontal coordinates were established by classical geodetic methods EY3924.and adjusted by the National Geodetic Survey in July 1986. EY3924 EY3924.The orthometric height was determined by differential leveling EY3924.and adjusted by the National Geodetic Survey in May 2000. EY3924.No vertical observational check was made to the station. EY3924 EY3924.The Laplace correction was computed from DEFLEC99 derived deflections. EY3924 EY3924.The geoid height was determined by GEOID03. EY3924 EY3924.The dynamic height is computed by dividing the NAVD 88 EY3924.geopotential number by the normal gravity value computed on the EY3924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3924.degrees latitude (g = 980.6199 gals.). EY3924 EY3924.The modeled gravity was interpolated from observed gravity values. EY3924 EY3924; North East Units Scale Factor Converg. EY3924;SPC NC - 192,999.193 791,986.368 MT 0.99988003 +1 09 36.2 EY3924;SPC NC - 633,198.19 2,598,375.28 sFT 0.99988003 +1 09 36.2 EY3924;UTM 18 - 3,927,338.871 319,441.614 MT 1.00000177 -1 09 18.7 EY3924 EY3924! - Elev Factor x Scale Factor = Combined Factor EY3924!SPC NC - 1.00000423 x 0.99988003 = 0.99988426 EY3924!UTM 18 - 1.00000423 x 1.00000177 = 1.00000600 EY3924 EY3924: Primary Azimuth Mark Grid Az EY3924:SPC NC - BEACH 318 58 12.7 EY3924:UTM 18 - BEACH 321 17 07.6 EY3924 EY3924|---------------------------------------------------------------------| EY3924| PID Reference Object Distance Geod. Az | EY3924| dddmmss.s | EY3924| EY4986 FORT RM 11.716 METERS 04342 | EY3924| EY3947 FORT 2 RM A 25.924 METERS 10407 | EY3924| EY4987 FORT ECC RM 2 29.491 METERS 11650 | EY3924| EY4991 FORT 2 RM 5 31.434 METERS 13034 | EY3924| EY4988 FORT ECC RM 3 AZ MK 1993745.9 | EY3924| EY2098 BEACH APPROX. 4.7 KM 3200748.9 | EY3924| EY3923 FORT ECC 14.239 METERS 32716 | EY3924|---------------------------------------------------------------------| EY3924 EY3924 SUPERSEDED SURVEY CONTROL EY3924 EY3924 NAD 27 - 35 28 22.85041(N) 076 59 25.47064(W) AD( ) 1 EY3924 NGVD 29 (07/19/86) 10.5 (m) 34. (f) VERT ANG EY3924 EY3924.Superseded values are not recommended for survey control. EY3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3924.See file dsdata.txt to determine how the superseded data were derived. EY3924 EY3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1944227339(NAD 83) EY3924_MARKER: DS = TRIANGULATION STATION DISK EY3924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3924_STAMPING: FORT 2 1965 EY3924_MARK LOGO: CGS EY3924_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3924+STABILITY: SURFACE MOTION EY3924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3924+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 EY3924 EY3924 HISTORY - Date Condition Report By EY3924 HISTORY - 1965 MONUMENTED CGS EY3924 HISTORY - 19900510 GOOD NCGS EY3924 EY3924 STATION DESCRIPTION EY3924 EY3924'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY3924'THE STATION IS LOCATED 7 MILES EAST-SOUTHEAST OF CHOCOWINITY, EY3924'6 MILES SOUTHEAST OF WASHINGTON, ON THE SOUTH SHORE OF THE EY3924'PAMLICO RIVER AT HILLS POINT. EY3924' EY3924'TO REACH THE STATION FROM THE POST OFFICE IN CHOCOWINITY, GO EY3924'EAST-SOUTHEAST ON STATE HIGHWAY 33 FOR 1.55 MILES TO A SIDE ROAD EY3924'LEFT, COUNTY ROUTE 1123. TURN LEFT AND GO SOUTHEASTERLY ON EY3924'COUNTY ROUTE 1123 FOR 4.0 MILES TO THE JUNCTION OF COUNTY ROUTE EY3924'1119 ON THE LEFT. TAKE LEFT FORK COUNTY ROUTE 1119 AND GO 2.05 EY3924'MILES TO A SIDE ROAD LEFT, COUNTY ROUTE 1121 AND SIGN CAMP EY3924'HARDEE 1. TAKE LEFT FORK COUNTY ROUTE 1121 AND GO 0.5 MILE TO A EY3924'FORK. TAKE RIGHT FORK AND GO 0.1 MILE TO A DIM SIDE EY3924'ROAD RIGHT. TAKE RIGHT FORK AND GO EASTERLY FOR 0.05 EY3924'MILE TO A Y-FORK. (TURN RIGHT AND GO SOUTHERLY ACROSS EY3924'FIELD FOR 0.05 MILE TO A FENCE AND REFERENCE MARK 3.) TAKE EY3924'LEFT FORK AND GO 0.1 MILE TO CABINS AND THE STATION. EY3924' EY3924'THE STATION MARK IS A STANDARD DISK, STAMPED FORT 2 1965, EY3924'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS EY3924'FLUSH WITH THE GROUND SURFACE. IT IS 42 FEET NORTH-NORTHWEST EY3924'OF THE NORTHEAST CORNER OF A HOUSE, 36 FEET NORTH OF THE NORTHWEST EY3924'CORNER OF THE HOUSE, 32 FEET WEST OF THE EDGE OF A CUT EY3924'BANK AND 16 FEET EAST-SOUTHEAST OF A 10-INCH OAK TREE. EY3924' EY3924'REFERENCE MARK (USE) IS A STANDARD REFERENCE MARK DISK, UNSTAMPED, EY3924'SET IN THE TOP OF A 12-INCH DRAINAGE TILE FILLED WITH CONCRETE EY3924'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 59 FEET NORTHEAST EY3924'OF THE NORTHEAST CORNER OF THE HOUSE, 75.4 FEET NORTH OF A 12-INCH EY3924'OAK TREE AND 2 FEET WEST OF A CUT BANK. EY3924' EY3924'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORT ECC NO 2 EY3924'1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY3924'THAT PROJECTS 6-INCHES. IT IS 57 FEET NORTH-NORTHWEST OF THE EY3924'NORTHEAST CORNER OF THE HOUSE PORCH, 50 FEET EAST OF THE EY3924'SOUTHEAST CORNER OF THE HOUSE AND 18 FEET SOUTH OF A 12-INCH EY3924'OAK TREE. EY3924' EY3924'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED FORT 2 NO 5 1965, EY3924'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS EY3924'FLUSH WITH THE GROUND SURFACE. IT IS 57 FEET NORTH-NORTHWEST OF EY3924'THE NORTHWEST CORNER OF A HOUSE, 39 FEET EAST-SOUTHEAST OF THE EY3924'SOUTHEAST CORNER OF A HOUSE AND 19.5 FEET SOUTH OF A 12-INCH EY3924'OAK TREE. EY3924' EY3924'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD REFERENCE MARK EY3924'DISK, STAMPED FORT ECC NO 3 1931, SET IN THE TOP OF A 12-INCH EY3924'SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES. IT IS 15.5 EY3924'FEET EAST-NORTHEAST OF A 12-INCH OAK TREE, 7 FEET NORTH-NORTHWEST EY3924'OF A 10-INCH OAK TREE, 3 FEET SOUTH OF THE SOUTH EDGE OF A EY3924'CULTIVATED FIELD AND 3 FEET NORTH OF A WIRE FENCE. EY3924' EY3924'STATION FORT ECC 1931 IS A STANDARD DISK, STAMPED FORT ECC 1931, EY3924'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT EY3924'PROJECTS 4-INCHES. IT IS 32 FEET NORTHEAST OF A 8-INCH OAK TREE, EY3924'30.5 FEET SOUTHEAST OF A 12-INCH OAK TREE AND 20 FEET WEST OF EY3924'THE WEST EDGE OF A CUT BANK. EY3924' EY3924'STATION BEACH IS A NORTH CAROLINA GEODETIC TRAVERSE STATION EY3924'MARK DISK, STAMPED BEACH 1965, SET IN THE TOP OF A ROUND EY3924'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT EY3924'IS 146 FEET NORTH OF THE NORTHEAST CORNER OF THE BEACH HOUSE, EY3924'65.6 FEET NORTH OF A HICKORY TREE WITH ALUMINUM REFERENCE TAG, EY3924'56.9 FEET SOUTHWEST OF A CEDAR TREE WITH ALUMINUM REFERENCE EY3924'TAG AND 28.6 FEET EAST OF A FENCE POST WITH ALUMINUM REFERENCE EY3924'TAG. EY3924' EY3924'TO REACH THE STATION ABOVE FROM THE JUNCTION OF U.S. HIGHWAY 17 EY3924'AND MAIN STREET AT PAMLICO BRIDGE IN WASHINGTON, GO SOUTH ON EY3924'U.S. HIGHWAY 17 FOR 1.4 MILES TO SR 1166 (WITN RADIO STATION.) EY3924'TURN LEFT ON SR 1166 AND GO EAST FOR 3.6 MILES TO WHICHARD EY3924'BEACH. THE STATION IS APPROXIMATELY 175 FEET NORTH OF THE EY3924'NORTHWEST CORNER OF THE MAIN BUILDING OF WHICHARD BEACH, AND EY3924'APPROXIMATELY 50 FEET NORTHEAST OF SR 1166 AND AT THE END OF EY3924'THE PAVEMENT. EY3924' EY3924'TRAVERSE CONNECTIONS WERE MADE TO TRIANGULATION STATIONS FORT EY3924'2 RM A 1965 AND FORT ECC 1931, NOTE DISTANCE AND DIRECTION ON EY3924'CARD 1 OF 2. EY3924 EY3924 STATION RECOVERY (1990) EY3924 EY3924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY3924'MARK IS ABOUT 30-FEET HIGHER THAN WATER LEVEL AND RECESSED 4 INCHES EY3924'BELOW GROUND. LOCATED 0.38 M (1.25 FT) SOUTH OF A WITNESS POST--AND EY3924'1.9 M (6.2 FT) EAST-SOUTHEAST OF A 10-INCH PINE, 8.56 M (28.08 FT) EY3924'NORTHEAST OF A 14-INCH BEECH--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3947 *********************************************************************** EY3947 DESIGNATION - FORT 2 RM A EY3947 PID - EY3947 EY3947 STATE/COUNTY- NC/BEAUFORT EY3947 USGS QUAD - BLOUNTS BAY (1993) EY3947 EY3947 *CURRENT SURVEY CONTROL EY3947 ___________________________________________________________________ EY3947* NAD 83(1986)- 35 28 23.23456(N) 076 59 23.28786(W) ADJUSTED EY3947* NAVD 88 - 9.187 (meters) 30.14 (feet) ADJUSTED EY3947 ___________________________________________________________________ EY3947 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY3947 GEOID HEIGHT- -36.79 (meters) GEOID03 EY3947 DYNAMIC HT - 9.179 (meters) 30.11 (feet) COMP EY3947 MODELED GRAV- 979,756.3 (mgal) NAVD 88 EY3947 EY3947 HORZ ORDER - FIRST EY3947 VERT ORDER - SECOND CLASS II EY3947 EY3947.The North Carolina HARNS have been completed but, EY3947.due to contractual restrictions, coordinates for these stations EY3947.will NOT be published in the near future. In the interim, the EY3947.published coordinates in North Carolina will not be EY3947.consistent with the Continuously Operating Reference Stations EY3947.(CORS). The HARN coordinates for these stations are available EY3947.upon request. Contact Gary Thompson(919-733-3836). EY3947. EY3947.In addition, the published North Carolina positions EY3947.(NAD 83 (1986)) are NOT consistent with those determined in EY3947.adjacent state readjustments. The discontinuity between stations EY3947.located in North Carolina and those in adjacent states EY3947.which have been adjusted to the HARN may be as much as 5 EY3947.decimeters. This will result in a significant loss of accuracy EY3947.over lines crossing such state borders. EY3947 EY3947 EY3947.The horizontal coordinates were established by classical geodetic methods EY3947.and adjusted by the National Geodetic Survey in July 1986. EY3947 EY3947.The orthometric height was determined by differential leveling EY3947.and adjusted by the National Geodetic Survey in May 2000. EY3947.No vertical observational check was made to the station. EY3947 EY3947.The Laplace correction was computed from DEFLEC99 derived deflections. EY3947 EY3947.The geoid height was determined by GEOID03. EY3947 EY3947.The dynamic height is computed by dividing the NAVD 88 EY3947.geopotential number by the normal gravity value computed on the EY3947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3947.degrees latitude (g = 980.6199 gals.). EY3947 EY3947.The modeled gravity was interpolated from observed gravity values. EY3947 EY3947; North East Units Scale Factor Converg. EY3947;SPC NC - 192,993.384 792,011.629 MT 0.99988003 +1 09 36.8 EY3947;SPC NC - 633,179.13 2,598,458.15 sFT 0.99988003 +1 09 36.8 EY3947;UTM 18 - 3,927,332.046 319,466.623 MT 1.00000166 -1 09 18.1 EY3947 EY3947! - Elev Factor x Scale Factor = Combined Factor EY3947!SPC NC - 1.00000433 x 0.99988003 = 0.99988436 EY3947!UTM 18 - 1.00000433 x 1.00000166 = 1.00000599 EY3947 EY3947: Primary Azimuth Mark Grid Az EY3947:SPC NC - SMAW 2 353 07 04.1 EY3947:UTM 18 - SMAW 2 355 25 59.0 EY3947 EY3947|---------------------------------------------------------------------| EY3947| PID Reference Object Distance Geod. Az | EY3947| dddmmss.s | EY3947| EY3924 FORT 2 25.924 METERS 28407 | EY3947| EY4039 SMAW 2 APPROX. 8.1 KM 3541640.9 | EY3947|---------------------------------------------------------------------| EY3947 EY3947 SUPERSEDED SURVEY CONTROL EY3947 EY3947 NAD 27 - 35 28 22.64540(N) 076 59 24.47366(W) AD( ) 1 EY3947 NGVD 29 (07/19/86) 9.9 (m) 32. (f) VERT ANG EY3947 EY3947.Superseded values are not recommended for survey control. EY3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3947.See file dsdata.txt to determine how the superseded data were derived. EY3947 EY3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1946727332(NAD 83) EY3947_MARKER: DR = REFERENCE MARK DISK EY3947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3947_STAMPING: FORT 2 RM A 1965 EY3947_MARK LOGO: CGS EY3947_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3947+STABILITY: SURFACE MOTION EY3947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3947+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 EY3947 EY3947 HISTORY - Date Condition Report By EY3947 HISTORY - 1965 MONUMENTED CGS EY3947 HISTORY - 19900510 GOOD NCGS EY3947 EY3947 STATION DESCRIPTION EY3947 EY3947'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 EY3947'THE STATION IS LOCATED 7 MILES EAST-SOUTHEAST OF CHOCOWINITY, EY3947'6 MILES SOUTHEAST OF WASHINGTON, ON THE SOUTH SHORE OF THE EY3947'PAMLICO RIVER AT HILLS POINT. EY3947' EY3947'TO REACH THE STATION FROM THE POST OFFICE IN CHOCOWINITY, GO EY3947'EAST-SOUTHEAST ON STATE HIGHWAY 33 FOR 1.55 MILES TO A SIDE ROAD EY3947'LEFT, COUNTY ROUTE 1123. TURN LEFT AND GO SOUTHEASTERLY ON EY3947'COUNTY ROUTE 1123 FOR 4.0 MILES TO THE JUNCTION OF COUNTY ROUTE EY3947'1119 ON THE LEFT. TAKE LEFT FORK COUNTY ROUTE 1119 AND GO 2.05 EY3947'MILES TO A SIDE ROAD LEFT, COUNTY ROUTE 1121 AND SIGN CAMP EY3947'HARDEE 1. TAKE LEFT FORK COUNTY ROUTE 1121 AND GO 0.5 MILE TO A EY3947'FORK. TAKE RIGHT FORK AND GO 0.1 MILE TO A DIM SIDE EY3947'ROAD RIGHT. TAKE RIGHT FORK AND GO EASTERLY FOR 0.05 EY3947'MILE TO A Y-FORK. TAKE LEFT FORK AND GO 0.1 MILE TO EY3947'CABINS AND THE STATION. EY3947' EY3947'TRAVERSE CONNECTIONS WERE MADE TO TRIANGULATION STATIONS FORT EY3947'2, THE DISTANCES BEING (85.033 FEET) 25.918 METERS. EY3947 EY3947 STATION RECOVERY (1990) EY3947 EY3947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY3947'MARK IS 30-FEET HIGHER THAN WATER LEVEL AND RECESSED 4 INCHES BELOW EY3947'GROUND. LOCATED 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST--AND EY3947'4.33 M (14.21 FT) NORTHWEST OF A 14-INCH BLACK GUM, 3.86 M (12.66 FT) EY3947'NORTHEAST OF AN 18-INCH MAPLE, 8.7 M (28.5 FT) NORTH OF AN 8-INCH EY3947'SWEET GUM WITH A LIGHT FIXTURE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3923 *********************************************************************** EY3923 DESIGNATION - FORT ECC EY3923 PID - EY3923 EY3923 STATE/COUNTY- NC/BEAUFORT EY3923 USGS QUAD - BLOUNTS BAY (1993) EY3923 EY3923 *CURRENT SURVEY CONTROL EY3923 ___________________________________________________________________ EY3923* NAD 83(1986)- 35 28 23.82828(N) 076 59 24.59047(W) ADJUSTED EY3923* NAVD 88 - 9.9 (meters) 32. (feet) VERTCON EY3923 ___________________________________________________________________ EY3923 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY3923 GEOID HEIGHT- -36.79 (meters) GEOID03 EY3923 EY3923 HORZ ORDER - FIRST EY3923 EY3923.The North Carolina HARNS have been completed but, EY3923.due to contractual restrictions, coordinates for these stations EY3923.will NOT be published in the near future. In the interim, the EY3923.published coordinates in North Carolina will not be EY3923.consistent with the Continuously Operating Reference Stations EY3923.(CORS). The HARN coordinates for these stations are available EY3923.upon request. Contact Gary Thompson(919-733-3836). EY3923. EY3923.In addition, the published North Carolina positions EY3923.(NAD 83 (1986)) are NOT consistent with those determined in EY3923.adjacent state readjustments. The discontinuity between stations EY3923.located in North Carolina and those in adjacent states EY3923.which have been adjusted to the HARN may be as much as 5 EY3923.decimeters. This will result in a significant loss of accuracy EY3923.over lines crossing such state borders. EY3923 EY3923 EY3923.The horizontal coordinates were established by classical geodetic methods EY3923.and adjusted by the National Geodetic Survey in July 1986. EY3923 EY3923.The NAVD 88 height was computed by applying the VERTCON shift value to EY3923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3923 EY3923.The Laplace correction was computed from DEFLEC99 derived deflections. EY3923 EY3923.The geoid height was determined by GEOID03. EY3923 EY3923; North East Units Scale Factor Converg. EY3923;SPC NC - 193,011.011 791,978.429 MT 0.99988004 +1 09 36.1 EY3923;SPC NC - 633,236.96 2,598,349.23 sFT 0.99988004 +1 09 36.1 EY3923;UTM 18 - 3,927,351.002 319,434.159 MT 1.00000180 -1 09 18.9 EY3923 EY3923! - Elev Factor x Scale Factor = Combined Factor EY3923!SPC NC - 1.00000422 x 0.99988004 = 0.99988426 EY3923!UTM 18 - 1.00000422 x 1.00000180 = 1.00000602 EY3923 EY3923: Primary Azimuth Mark Grid Az EY3923:SPC NC - FORT ECC RM 3 AZ MK 195 47 08.7 EY3923:UTM 18 - FORT ECC RM 3 AZ MK 198 06 03.7 EY3923 EY3923|---------------------------------------------------------------------| EY3923| PID Reference Object Distance Geod. Az | EY3923| dddmmss.s | EY3923| EY3922 FORT 27.870 METERS 05817 | EY3923| EY4986 FORT RM 16.173 METERS 10232 | EY3923| EY3930 MAULS POINT LIGHT APPROX. 6.8 KM 1091826.2 | EY3923| EY4987 FORT ECC RM 2 42.405 METERS 12636 | EY3923| EY4991 FORT 2 RM 5 13545 | EY3923| EY3924 FORT 2 14.239 METERS 14716 | EY3923| EY4988 FORT ECC RM 3 AZ MK 1965644.8 | EY3923| EY2166 WASHINGTON BRICK STACK APPROX.11.7 KM 3210703.7 | EY3923| EY2172 WASHINGTON MUNICIPAL TANK APPROX.10.2 KM 3221603.1 | EY3923| EY2286 FORK POINT LIGHT APPROX. 2.3 KM 3273922.6 | EY3923|---------------------------------------------------------------------| EY3923 EY3923 SUPERSEDED SURVEY CONTROL EY3923 EY3923 NAD 27 - 35 28 23.23900(N) 076 59 25.77600(W) AD( ) 1 EY3923 NGVD 29 (07/19/86) 10.2 (m) 33. (f) VERT ANG EY3923 EY3923.Superseded values are not recommended for survey control. EY3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3923.See file dsdata.txt to determine how the superseded data were derived. EY3923 EY3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1943427351(NAD 83) EY3923_MARKER: DS = TRIANGULATION STATION DISK EY3923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3923 EY3923 HISTORY - Date Condition Report By EY3923 HISTORY - 1931 MONUMENTED CGS EY3923 HISTORY - 1933 GOOD CGS EY3923 HISTORY - 1948 GOOD CGS EY3923 HISTORY - 1965 GOOD CGS EY3923 HISTORY - 1965 GOOD NCGS EY3923 HISTORY - 1966 GOOD CGS EY3923 HISTORY - 1967 GOOD USE EY3923 EY3923 STATION DESCRIPTION EY3923 EY3923'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EY3923'STATION IS LOCATED ON S SHORE OF PAMLICO RIVER, ON HILLS POINT, ABOUT EY3923'6 MILES SE OF WASHINGTON, AND ON SUMMIT OF BLUFF OVERLOOKING RIVER. EY3923'TO REACH FROM WASHINGTON, FOLLOW ROUTE 17 TO CHOCOWINITY, GO SE 1.5 EY3923'MILES ON ROUTE 33 TO DIRT ROAD ON LEFT CROSSING RAILROAD TRACKS, EY3923'CONTINUE SE ON THIS ROAD 3.8 MILES, TAKE LEFT FORK 2.0 MILES TO FARM EY3923'ROAD LEADING N, AND PROCEED N ALONG THIS ROAD 0.6 MILE TO FISH EY3923'LANDING AT RIVER SHORE. SURFACE AND UNDERGROUND MARKS ARE EY3923'STANDARD DISKS SET IN CONCRETE. EY3923'REFERENCE MARK (1914) IS A STANDARD REFERENCE DISK IN TILE AND EY3923'CONCRETE. (ESTABLISHED TO MARK STATION EY3923'FORT (U.S.E.) ON THE SUMMIT OF BLUFF, AND 16.16 METERS (53.0 EY3923'FEET) FROM STATION. REFERENCE MARKS, EY3923'ESTABLISHED IN 1931, ARE STANDARD DISKS SET IN CONCRETE. EY3923'NO. 2 IS ON SUMMIT OF BLUFF AND 42.50 EY3923'METERS (139.4 FEET) FROM STATION. NO. 3 IS EY3923'IN FENCE LINE ON SW SIDE OF CULTIVATED FIELD, AND APPROXIMATELY 1/4 EY3923'MILE FROM STATION S 16 DEG 57 MIN W. STATION FORT EY3923'(U.S.E.) IS 27.899 METERS (91.53 FEET) FROM STATION N 58 DEG EY3923'DEG 16 MIN E. EY3923 EY3923 STATION RECOVERY (1948) EY3923 EY3923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3923'STATION, R.M.S 2 AND 3 AND THAT SET IN 1914 FOR STATION FORT (U.S.E.) EY3923'WERE RECOVERED AND FOUND IN GOOD CONDITION. THE DISTANCES TO EY3923'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT. THE ORIGINAL EY3923'DESCRIPTION WAS FOUND TO BE INADEQUATE AND A NEW DESCRIPTION EY3923'FOLLOWS-- EY3923' EY3923'STATION IS LOCATED ON S SHORE OF PAMLICO RIVER, ON HILLS POINT (OWNED EY3923'BY O.J. CUTLER), ON SUMMIT OF BLUFF DOWNSTREAM FROM GIRL SCOUTS CAMP EY3923'HARDEE, AND ABOUT 6 MILES SE OF WASHINGTON. EY3923' EY3923'TO REACH FROM WASHINGTON, FOLLOW U.S. HIGHWAY 17 TO CHOCOWINITY, GO EY3923'SE ON STATE HIGHWAY 33 FOR 1.5 MILES (0.1 MILE PAST BRIDGE OVER EY3923'CHOCOWINITY CREEK), TURN E (LEFT) ON DIRT ROAD CROSSING RAILROAD EY3923'TRACKS AND GO 4.1 MILES TO Y-ROAD INTERSECTION. TURN NE (LEFT) EY3923'2.0 MILES TO T-ROAD INTERSECTION. TURN N (LEFT) ON ROAD MARKED EY3923'CAMP HARDEE GIRL SCOUTS 1 MI. FOR 0.5 MILE TO FARM ROAD LEAVING EY3923'MAIN ROAD ON A 90 DEG CURVE TO NW, FOLLOW FARM ROAD 0.2 MILE TO EY3923'RIVER. STATION IS FIRST BLUFF DOWNSTREAM FROM END OF ROAD. EY3923' EY3923'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN EY3923'CONCRETE. REFERENCE MARK (1914) IS A BRONZE REFERENCE DISK SET IN EY3923'TILE AND CONCRETE (ESTABLISHED TO MARK STATION FORT (U.S.E.) ON EY3923'SUMMIT OF BLUFF AND 16.16 METERS (53.0 FEET) FROM STATION. EY3923' EY3923'REFERENCE MARKS ESTABLISHED IN 1931 ARE BRONZE REFERENCE DISKS SET IN EY3923'CONCRETE. EY3923' EY3923'R.M. 2 IS ON SUMMIT OF BLUFF AND 42.50 METERS (139.4 FEET) FROM EY3923'STATION. MARK PROJECTS 3 INCHES ABOVE EY3923'GROUND AND IS STAMPED NO 2 1931. EY3923' EY3923'R.M. 3 IS 130.5 METERS (428.14 FEET) E OF CENTER LINE OF DIRT ROAD EY3923'LEADING TO STATION WHERE N CORNER CULTIVATED FIELD MEETS TREE LINE EY3923'ON EDGE OF ROAD, 23.4 METERS (76.8 FEET) NW OF SW CORNER OF EY3923'CULTIVATED FIELD, 0.92 METER (3.02 FEET) W OF FENCE LINE, EY3923'APPROXIMATELY 1/4 MILE FROM STATION. EY3923'MARK PROJECTS 2 INCHES ABOVE GROUND AND IS STAMPED NO 3 1931. EY3923 EY3923 STATION RECOVERY (1965) EY3923 EY3923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EY3923'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. THE STATION EY3923'MARK WAS TOO NEAR THE EDGE OF A BLUFF FOR A ROWER TO BE ERECTED EY3923'OVER. FORT 2 1965 WAS ESTABLISHED, SEE DESCRIPTION THEREOF. EY3923 EY3923 STATION RECOVERY (1965) EY3923 EY3923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF) EY3923'FORT GOOD. RM 1 GOOD. RM 2 GOOD. RM 3 AZ. GOOD. EY3923' EY3923'THERE WILL BE A LOT OF CLEARING TO DO TO SEE THE AZIMUTH. NEW EY3923'STATION FORT 2 SET BY USC AND GS (MR. BURDINES PARTY). TURN ANGLE TO EY3923'NC TRAVERSE STATION BEACH (3 MILES DISTANCE). EY3923 EY3923 STATION RECOVERY (1966) EY3923 EY3923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3923'STATION MARK WAS RECOVERED 1.5 FEET WEST OF THE EDGE OF THE BLUFF, EY3923'AND WILL SOON BE DESTROYED BY EROSION. THE FOLLOWING DISTANCES WERE EY3923'MEASURED-- TO FORT 2 1965, 46.73 FEET, 14.243 METERS-- TO RM 1 EY3923'(USE) 1914, 53.06 FEET 16.173 METERS-- TO R.M. 2, 139.12 FEET, EY3923'42.405 METERS. EY3923' EY3923'RM 1, ALSO THE REFERENCE MARK FOR STATION FORT (USE) IS A STANDARD EY3923'DISK WITH NO STAMPING SET IN THE TOP OF A CONCRETE FILLED TILE, WAS EY3923'RECOVERED 6 FEET SOUTH OF THE TOP OF THE STAIRS TO THE BEACH AND 2 EY3923'FEET WEST OF THE EDGE OF THE BLUFF. EY3923' EY3923'RM 2 WAS RECOVERED, PROJECTING 5 INCHES, IN FRONT OF AND ABOUT MIDWAY EY3923'BETWEEN TWO COTTAGES, AND 41 FEET WEST OF THE EDGE OF THE BLUFF. EY3923'DISTANCES FROM RM 1 TO RM 2, 93.22 FEET 28.412 METERS. EY3923' EY3923'RM 3 (AZIMUTH MARK) WAS RECOVERED ON THE SOUTH EDGE OF THE FIRST EY3923'CULTIVATED FIELD SOUTHWEST OF THE STATION, STAMPED FORT ECC NO 3 EY3923'1931. IT IS FLUSH, 2 FEET SOUTH OF THE SOUTH EDGE OF CULTIVATED LAND, EY3923'2.5 FEET NORTH OF A WIRE FENCE AND 77 FEET NORTHEAST OF THE EY3923'SOUTHWEST CORNER OF PLOWING. TO REACH FROM THE STATION, GO WEST EY3923'ON THE LANE TOWARD THE ROAD FOR ABOUT 0.1 MILE TO THE EDGE OF EY3923'WOODS AND GARDEN. FROM HERE MARK IS MAGNETIC SOUTH, ACROSS THE EY3923'FIELD, ABOUT 280 FEET. EY3923' EY3923'FORT 2 1965 IS A STANDARD DISK STAMPED FORT 2 1965, SET IN THE TOP OF EY3923'A CONCRETE CYLINDER THAT IS FLUSH, 39 FEET WEST OF THE TOP OF THE EY3923'STAIRS TO THE BEACH, 35 FEET EAST OF THE NORTHEAST CORNER OF A EY3923'COTTAGE (PORCH), AND 29 FEET WEST OF THE EDGE OF THE BLUFF. EY3923' EY3923'RM A IS A STANDARD TRIANGULATION STATION DISK STAMPED R.M.A 1965, SET EY3923'IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH, 13 FEET SOUTHWEST EY3923'OF THE CLOSEST EDGE OF THE BLUFF. EY3923' EY3923'DISTANCE FROM FORT 2 TO RM 2, 96.75 FEET 29.491 METERS-- TO RM 1 EY3923'(USE), 38.435 FEET, 11.716 METERS-- TO R.M. A, 85.06 FEET, 25.924 EY3923'METERS. EY3923' EY3923'DISTANCE FROM R.M. A TO RM 2-- 23.27 FEET, 7.093 METERS-- TO RM 1 EY3923'(USE), 74.04 FEET, 22.568 METERS. EY3923' EY3923'DISTANCE FROM RM 1 (USE) TO RM 2-- 93.22 FEET 28.412 METERS. EY3923 EY3923 STATION RECOVERY (1967) EY3923 EY3923'RECOVERY NOTE BY US ENGINEERS 1967 EY3923'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY3923'FORT 1933 SET IN A CONCRETE MONUMENT. EY3923' EY3923'STATION IS LOCATED ON S SHORE OF PAMLICO RIVER, ON HILLS POINT, ABOUT EY3923'6 MILES SE OF WASHINGTON, AND ON SUMMIT OF BLUFF OVERLOOKING RIVER. EY3923' EY3923'TO REACH FROM WASHINGTON, FOLLOW RT. 17 TO CHOCOWINITY, GO SE 1.5 EY3923'MILE ON RT. 33 TO DIRT ROAD ON LEFT CROSSING RAILROAD TRACKS, EY3923'CONTINUE SE ON THIS ROAD 3.8 MILES, TAKE LEFT FORK 2 MILES TO FARM EY3923'ROAD LEADING N, AND PROCEED N ALONG THIS ROAD 0.8 MILE TO FISH EY3923'LANDING AT RIVER SHORE AND STATION SITE. EY3923' EY3923'R.M. 1 IS A STANDARD USC AND GS REFERENCE DISK STAMPED FORT 1 1933 EY3923'SET IN A CONCRETE MONUMENT 53 FT. FROM STATION ON A M.AZ. OF 102 DEG. EY3923' EY3923'R.M. 2 IS A STANDARD USC AND GS REFERENCE DISK STAMPED FORT 2 1933 EY3923'SET IN A CONCRETE MONUMENT 139.4 FT. FROM STATION ON A M.AZ. OF 130 EY3923'DEG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5907 *********************************************************************** AE5907 DESIGNATION - FOXX AE5907 PID - AE5907 AE5907 STATE/COUNTY- NC/BEAUFORT AE5907 USGS QUAD - AURORA (1993) AE5907 AE5907 *CURRENT SURVEY CONTROL AE5907 ___________________________________________________________________ AE5907* NAD 83(1986)- 35 19 01.23643(N) 076 52 00.30846(W) ADJUSTED AE5907* NAVD 88 - 12.053 (meters) 39.54 (feet) ADJUSTED AE5907 ___________________________________________________________________ AE5907 LAPLACE CORR- -2.23 (seconds) DEFLEC99 AE5907 GEOID HEIGHT- -37.13 (meters) GEOID03 AE5907 DYNAMIC HT - 12.042 (meters) 39.51 (feet) COMP AE5907 MODELED GRAV- 979,741.9 (mgal) NAVD 88 AE5907 AE5907 HORZ ORDER - SECOND AE5907 VERT ORDER - SECOND CLASS II AE5907 AE5907.The North Carolina HARNS have been completed but, AE5907.due to contractual restrictions, coordinates for these stations AE5907.will NOT be published in the near future. In the interim, the AE5907.published coordinates in North Carolina will not be AE5907.consistent with the Continuously Operating Reference Stations AE5907.(CORS). The HARN coordinates for these stations are available AE5907.upon request. Contact Gary Thompson(919-733-3836). AE5907. AE5907.In addition, the published North Carolina positions AE5907.(NAD 83 (1986)) are NOT consistent with those determined in AE5907.adjacent state readjustments. The discontinuity between stations AE5907.located in North Carolina and those in adjacent states AE5907.which have been adjusted to the HARN may be as much as 5 AE5907.decimeters. This will result in a significant loss of accuracy AE5907.over lines crossing such state borders. AE5907 AE5907 AE5907.The horizontal coordinates were established by classical geodetic methods AE5907.and adjusted by the National Geodetic Survey in April 1998. AE5907 AE5907.The orthometric height was determined by differential leveling AE5907.and adjusted by the National Geodetic Survey in June 1998. AE5907 AE5907.The Laplace correction was computed from DEFLEC99 derived deflections. AE5907 AE5907.The geoid height was determined by GEOID03. AE5907 AE5907.The dynamic height is computed by dividing the NAVD 88 AE5907.geopotential number by the normal gravity value computed on the AE5907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5907.degrees latitude (g = 980.6199 gals.). AE5907 AE5907.The modeled gravity was interpolated from observed gravity values. AE5907 AE5907; North East Units Scale Factor Converg. AE5907;SPC NC - 175,912.424 803,547.934 MT 0.99987324 +1 13 52.5 AE5907;SPC NC - 577,139.34 2,636,306.85 sFT 0.99987324 +1 13 52.5 AE5907;UTM 18 - 3,909,797.640 330,305.297 MT 0.99995489 -1 04 45.9 AE5907 AE5907! - Elev Factor x Scale Factor = Combined Factor AE5907!SPC NC - 1.00000394 x 0.99987324 = 0.99987718 AE5907!UTM 18 - 1.00000394 x 0.99995489 = 0.99995883 AE5907 AE5907 SUPERSEDED SURVEY CONTROL AE5907 AE5907 NGVD 29 (04/29/98) 12.38 (m) 40.6 (f) LEVELING 3 AE5907 AE5907.Superseded values are not recommended for survey control. AE5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5907.See file dsdata.txt to determine how the superseded data were derived. AE5907 AE5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3030509798(NAD 83) AE5907_MARKER: DH = HORIZONTAL CONTROL DISK AE5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5907_STAMPING: FOXX 1983 AE5907_MARK LOGO: NCGS AE5907_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE5907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5907+STABILITY: SURFACE MOTION AE5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5907+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999 AE5907 AE5907 HISTORY - Date Condition Report By AE5907 HISTORY - 1983 MONUMENTED NCGS AE5907 HISTORY - 19990302 GOOD NCGS AE5907 AE5907 STATION DESCRIPTION AE5907 AE5907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5907'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF EDWARD. ALONG AE5907'NC 33 FOR 1.8 KM (1.10 MI) SOUTH FROM THE EDWARDS POST OFFICE, IN THE AE5907'NORTHWEST QUADRANT OF THE INTERSECTION WITH SR 1936. MARK IS RECESSED AE5907'4 INCHES BELOW GROUND. LOCATED 14.9 M (48.9 FT) NORTHEAST OF THE AE5907'CENTERLINE OF NC 33, 19.7 M (64.6 FT) WEST OF THE NORTH END OF A AE5907'CONCRETE TRAFFIC ISLAND, 17.2 M (56.4 FT) SOUTHWEST OF A RIGHT-OF-WAY AE5907'MARKER, AND 22.6 M (74.1 FT) SOUTH-SOUTHEAST OF A 36-INCH OAK WITH A AE5907'REFERENCE TAG. AE5907 AE5907 STATION RECOVERY (1999) AE5907 AE5907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) AE5907'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. SR 1936 IS AE5907'OLD SAND HILL ROAD. MARK IS ABOUT 2-FEET HIGHER THAN NC 33. LOCATED AE5907'66.2 FT (20.2 M) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH REFERENCE AE5907'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5910 *********************************************************************** AE5910 DESIGNATION - FRIAR AE5910 PID - AE5910 AE5910 STATE/COUNTY- NC/BEAUFORT AE5910 USGS QUAD - AURORA (1993) AE5910 AE5910 *CURRENT SURVEY CONTROL AE5910 ___________________________________________________________________ AE5910* NAD 83(1986)- 35 18 03.62847(N) 076 47 57.17563(W) ADJUSTED AE5910* NAVD 88 - 3.402 (meters) 11.16 (feet) ADJUSTED AE5910 ___________________________________________________________________ AE5910 LAPLACE CORR- -1.55 (seconds) DEFLEC99 AE5910 GEOID HEIGHT- -37.23 (meters) GEOID03 AE5910 DYNAMIC HT - 3.399 (meters) 11.15 (feet) COMP AE5910 MODELED GRAV- 979,741.6 (mgal) NAVD 88 AE5910 AE5910 HORZ ORDER - SECOND AE5910 VERT ORDER - SECOND CLASS II AE5910 AE5910.The North Carolina HARNS have been completed but, AE5910.due to contractual restrictions, coordinates for these stations AE5910.will NOT be published in the near future. In the interim, the AE5910.published coordinates in North Carolina will not be AE5910.consistent with the Continuously Operating Reference Stations AE5910.(CORS). The HARN coordinates for these stations are available AE5910.upon request. Contact Gary Thompson(919-733-3836). AE5910. AE5910.In addition, the published North Carolina positions AE5910.(NAD 83 (1986)) are NOT consistent with those determined in AE5910.adjacent state readjustments. The discontinuity between stations AE5910.located in North Carolina and those in adjacent states AE5910.which have been adjusted to the HARN may be as much as 5 AE5910.decimeters. This will result in a significant loss of accuracy AE5910.over lines crossing such state borders. AE5910 AE5910 AE5910.The horizontal coordinates were established by classical geodetic methods AE5910.and adjusted by the National Geodetic Survey in April 1998. AE5910 AE5910.The orthometric height was determined by differential leveling AE5910.and adjusted by the National Geodetic Survey in June 1998. AE5910 AE5910.The Laplace correction was computed from DEFLEC99 derived deflections. AE5910 AE5910.The geoid height was determined by GEOID03. AE5910 AE5910.The dynamic height is computed by dividing the NAVD 88 AE5910.geopotential number by the normal gravity value computed on the AE5910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5910.degrees latitude (g = 980.6199 gals.). AE5910 AE5910.The modeled gravity was interpolated from observed gravity values. AE5910 AE5910; North East Units Scale Factor Converg. AE5910;SPC NC - 174,271.737 809,726.491 MT 0.99987296 +1 16 12.8 AE5910;SPC NC - 571,756.52 2,656,577.66 sFT 0.99987296 +1 16 12.8 AE5910;UTM 18 - 3,907,909.077 336,413.112 MT 0.99992980 -1 02 23.8 AE5910 AE5910! - Elev Factor x Scale Factor = Combined Factor AE5910!SPC NC - 1.00000531 x 0.99987296 = 0.99987827 AE5910!UTM 18 - 1.00000531 x 0.99992980 = 0.99993511 AE5910 AE5910 SUPERSEDED SURVEY CONTROL AE5910 AE5910 NGVD 29 (04/29/98) 3.76 (m) 12.3 (f) LEVELING 3 AE5910 AE5910.Superseded values are not recommended for survey control. AE5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5910.See file dsdata.txt to determine how the superseded data were derived. AE5910 AE5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3641307909(NAD 83) AE5910_MARKER: DE = TRAVERSE STATION DISK AE5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5910_STAMPING: FRIAR 1983 AE5910_MARK LOGO: NCGS AE5910_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5910+STABILITY: SURFACE MOTION AE5910 AE5910 HISTORY - Date Condition Report By AE5910 HISTORY - 1983 MONUMENTED NCGS AE5910 AE5910 STATION DESCRIPTION AE5910 AE5910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5910'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST-SOUTHWEST OF AURORA. IN AE5910'THE WEST EDGE OF AURORA, AT THE INTERSECTION OF NC 33 AND NC 306, IN AE5910'THE SHOULDER, AND ACROSS THE HIGHWAY FROM FRIAR TUCKS RESTUARANT (NOW AE5910'CLOSED). MARK IS ABOUT LEVEL WITH NC 33 AND IS RECESSED 2 INCHES BELOW AE5910'GROUND. LOCATED 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF AE5910'THE HIGHWAY, 21.9 M (71.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A AE5910'BRICK BUSINESS, 5.8 M (19.0 FT) EAST-NORTHEAST OF THE EAST END OF A AE5910'DRIVEWAY CULVERT, 7.3 M (24.0 FT) NORTHWEST OF THE WEST END OF A AE5910'DRIVEWAY CULVERT, 38.9 M (127.6 FT) NORTH OF A 48-INCH OAK, AND 1.2 M AE5910'(3.9 FT) NORTH-NORTHEAST OF A ROAD SIGN POST WITH A REFERENCE TAG. AE5910'AURORA MUNICIPAL TANK IS VISIBLE AND THE GRID AZIMUTH TO IT AE5910'IS--74-01-46.31--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4079 *********************************************************************** EY4079 DESIGNATION - GALLEY EY4079 PID - EY4079 EY4079 STATE/COUNTY- NC/BEAUFORT EY4079 USGS QUAD - PANTEGO (1974) EY4079 EY4079 *CURRENT SURVEY CONTROL EY4079 ___________________________________________________________________ EY4079* NAD 83(1986)- 35 35 04.90660(N) 076 38 48.60374(W) ADJUSTED EY4079* NAVD 88 - 2.571 (meters) 8.44 (feet) ADJUSTED EY4079 ___________________________________________________________________ EY4079 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EY4079 GEOID HEIGHT- -37.08 (meters) GEOID03 EY4079 DYNAMIC HT - 2.569 (meters) 8.43 (feet) COMP EY4079 MODELED GRAV- 979,778.6 (mgal) NAVD 88 EY4079 EY4079 HORZ ORDER - SECOND EY4079 VERT ORDER - SECOND CLASS II EY4079 EY4079.The North Carolina HARNS have been completed but, EY4079.due to contractual restrictions, coordinates for these stations EY4079.will NOT be published in the near future. In the interim, the EY4079.published coordinates in North Carolina will not be EY4079.consistent with the Continuously Operating Reference Stations EY4079.(CORS). The HARN coordinates for these stations are available EY4079.upon request. Contact Gary Thompson(919-733-3836). EY4079. EY4079.In addition, the published North Carolina positions EY4079.(NAD 83 (1986)) are NOT consistent with those determined in EY4079.adjacent state readjustments. The discontinuity between stations EY4079.located in North Carolina and those in adjacent states EY4079.which have been adjusted to the HARN may be as much as 5 EY4079.decimeters. This will result in a significant loss of accuracy EY4079.over lines crossing such state borders. EY4079 EY4079 EY4079.The horizontal coordinates were established by classical geodetic methods EY4079.and adjusted by the National Geodetic Survey in July 1998. EY4079 EY4079.The orthometric height was determined by differential leveling EY4079.and adjusted by the National Geodetic Survey in June 1991. EY4079 EY4079.The Laplace correction was computed from DEFLEC99 derived deflections. EY4079 EY4079.The geoid height was determined by GEOID03. EY4079 EY4079.The dynamic height is computed by dividing the NAVD 88 EY4079.geopotential number by the normal gravity value computed on the EY4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4079.degrees latitude (g = 980.6199 gals.). EY4079 EY4079.The modeled gravity was interpolated from observed gravity values. EY4079 EY4079; North East Units Scale Factor Converg. EY4079;SPC NC - 206,051.778 822,834.600 MT 0.99988942 +1 21 29.4 EY4079;SPC NC - 676,021.54 2,699,583.18 sFT 0.99988942 +1 21 29.4 EY4079;UTM 18 - 3,939,134.774 350,793.743 MT 0.99987434 -0 57 30.5 EY4079 EY4079! - Elev Factor x Scale Factor = Combined Factor EY4079!SPC NC - 1.00000542 x 0.99988942 = 0.99989484 EY4079!UTM 18 - 1.00000542 x 0.99987434 = 0.99987976 EY4079 EY4079 SUPERSEDED SURVEY CONTROL EY4079 EY4079 NAVD 88 (07/14/98) 2.57 (m) 8.4 (f) LEVELING 3 EY4079 EY4079.Superseded values are not recommended for survey control. EY4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4079.See file dsdata.txt to determine how the superseded data were derived. EY4079 EY4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5079439135(NAD 83) EY4079_MARKER: DE = TRAVERSE STATION DISK EY4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4079_SP_SET: CONCRETE POST EY4079_STAMPING: GALLEY 1982 EY4079_MARK LOGO: NCGS EY4079_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4079+STABILITY: SURFACE MOTION EY4079 EY4079 HISTORY - Date Condition Report By EY4079 HISTORY - 1982 MONUMENTED NCGS EY4079 HISTORY - 19840601 GOOD NCGS EY4079 EY4079 STATION DESCRIPTION EY4079 EY4079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4079'1.1 KM (0.7 MI) EAST FROM PANTEGO. EY4079'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) EAST OF PANTEGO. ALONG EY4079'US 264 FOR 1.5 KM (0.95 MI) SOUTH FROM THE INTERSECTION WITH NC 99, EY4079'AT THE INTERSECTION WITH SR 1702. THE STATION IS A STANDARD NCGS EY4079'DISK STAMPED---GALLEY 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4079'MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 25.9 EY4079'METERS (85.1 FT) EAST OF THE CENTERLINE OF US 264, 20.1 METERS (66.0 EY4079'FT) SOUTHEAST OF THE CENTERLINE OF SR 1702, 10.5 METERS (34.4 FT) EY4079'SOUTHEAST OF A TELEPHONE PEDESTAL (1702RIE)--AND 4.4 METERS (14.5 FT) EY4079'EAST OF A TELEPHONE POLE (102), 6.6 METERS (21.5 FT) EAST OF A POWER EY4079'POLE (327)--BOTH WITH REFERENCE TAGS. EY4079 EY4079 STATION RECOVERY (1984) EY4079 EY4079'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4079'STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) EAST OF PANTEGO. ALONG US EY4079'264 FOR 1.5 KM (0.95 MI) SOUTH FROM NC 99, AT SR 1702. MARK IS EY4079'RECESSED 4 INCHES BELOW GROUND. LOCATED 25.9 M (85.0 FT) EAST OF THE EY4079'CENTERLINE OF US 264, 20.1 M (65.9 FT) SOUTHEAST OF THE CENTERLINE OF EY4079'SR 1702, 10.5 M (34.4 FT) SOUTHEAST OF A TELEPHONE PEDESTAL EY4079'(1702RIE)--AND 4.4 M (14.4 FT) EAST OF A TELEPHONE POLE (102), 6.6 M EY4079'(21.7 FT) EAST OF A POWER POLE (327)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5876 *********************************************************************** AE5876 DESIGNATION - GARDEN AE5876 PID - AE5876 AE5876 STATE/COUNTY- NC/BEAUFORT AE5876 USGS QUAD - WASHINGTON (1983) AE5876 AE5876 *CURRENT SURVEY CONTROL AE5876 ___________________________________________________________________ AE5876* NAD 83(1986)- 35 30 39.75868(N) 077 05 45.31701(W) ADJUSTED AE5876* NAVD 88 - 10.588 (meters) 34.74 (feet) ADJUSTED AE5876 ___________________________________________________________________ AE5876 LAPLACE CORR- -2.41 (seconds) DEFLEC99 AE5876 GEOID HEIGHT- -36.62 (meters) GEOID03 AE5876 DYNAMIC HT - 10.579 (meters) 34.71 (feet) COMP AE5876 MODELED GRAV- 979,752.9 (mgal) NAVD 88 AE5876 AE5876 HORZ ORDER - SECOND AE5876 VERT ORDER - SECOND CLASS II AE5876 AE5876.The North Carolina HARNS have been completed but, AE5876.due to contractual restrictions, coordinates for these stations AE5876.will NOT be published in the near future. In the interim, the AE5876.published coordinates in North Carolina will not be AE5876.consistent with the Continuously Operating Reference Stations AE5876.(CORS). The HARN coordinates for these stations are available AE5876.upon request. Contact Gary Thompson(919-733-3836). AE5876. AE5876.In addition, the published North Carolina positions AE5876.(NAD 83 (1986)) are NOT consistent with those determined in AE5876.adjacent state readjustments. The discontinuity between stations AE5876.located in North Carolina and those in adjacent states AE5876.which have been adjusted to the HARN may be as much as 5 AE5876.decimeters. This will result in a significant loss of accuracy AE5876.over lines crossing such state borders. AE5876 AE5876 AE5876.The horizontal coordinates were established by classical geodetic methods AE5876.and adjusted by the National Geodetic Survey in April 1998. AE5876 AE5876.The orthometric height was determined by differential leveling AE5876.and adjusted by the National Geodetic Survey in June 1998. AE5876 AE5876.The Laplace correction was computed from DEFLEC99 derived deflections. AE5876 AE5876.The geoid height was determined by GEOID03. AE5876 AE5876.The dynamic height is computed by dividing the NAVD 88 AE5876.geopotential number by the normal gravity value computed on the AE5876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5876.degrees latitude (g = 980.6199 gals.). AE5876 AE5876.The modeled gravity was interpolated from observed gravity values. AE5876 AE5876; North East Units Scale Factor Converg. AE5876;SPC NC - 197,009.844 782,302.628 MT 0.99988280 +1 05 56.3 AE5876;SPC NC - 646,356.46 2,566,604.54 sFT 0.99988280 +1 05 56.3 AE5876;UTM 18 - 3,931,738.201 309,926.510 MT 1.00004523 -1 13 04.1 AE5876 AE5876! - Elev Factor x Scale Factor = Combined Factor AE5876!SPC NC - 1.00000409 x 0.99988280 = 0.99988689 AE5876!UTM 18 - 1.00000409 x 1.00004523 = 1.00004932 AE5876 AE5876: Primary Azimuth Mark Grid Az AE5876:SPC NC - LEMON TREE 293 46 53.5 AE5876:UTM 18 - LEMON TREE 296 05 53.9 AE5876 AE5876|---------------------------------------------------------------------| AE5876| PID Reference Object Distance Geod. Az | AE5876| dddmmss.s | AE5876| AE9538 CHOCOWINITY MUNICIPAL TANK 284.569 METERS 09154 | AE5876| EY4285 LEMON TREE 451.203 METERS 2945249.8 | AE5876|---------------------------------------------------------------------| AE5876 AE5876 SUPERSEDED SURVEY CONTROL AE5876 AE5876 NGVD 29 (04/29/98) 10.91 (m) 35.8 (f) LEVELING 3 AE5876 AE5876.Superseded values are not recommended for survey control. AE5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5876.See file dsdata.txt to determine how the superseded data were derived. AE5876 AE5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0992731738(NAD 83) AE5876_MARKER: DH = HORIZONTAL CONTROL DISK AE5876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5876_STAMPING: GARDEN 1983 AE5876_MARK LOGO: NCGS AE5876_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5876+STABILITY: SURFACE MOTION AE5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5876+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 AE5876 AE5876 HISTORY - Date Condition Report By AE5876 HISTORY - 1983 MONUMENTED NCGS AE5876 HISTORY - 19900510 GOOD NCGS AE5876 HISTORY - 20030301 MARK NOT FOUND USPSQD AE5876 HISTORY - 20040625 MARK NOT FOUND USPSQD AE5876 AE5876 STATION DESCRIPTION AE5876 AE5876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5876'STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) EAST-SOUTHEAST OF AE5876'CHOCOWINITY. ALONG NC 33 FOR 0.5 KM (0.30 MI) SOUTHEAST FROM US 17, OR AE5876'0.6 KM (0.35 MI) NORTHWEST OF SR 1142, NEAR A SMALL FRAME HOUSE. MARK AE5876'IS RECESSED 4 INCHES BELOW GROUND. LOCATED 4.5 M (14.8 FT) SOUTHWEST AE5876'OF THE CENTERLINE OF THE HIGHWAY, 37.9 M (124.3 FT) SOUTHEAST OF THE AE5876'CENTER OF A DIRT DRIVEWAY AND--30.3 MSOUTH-SOUTHEAST OF A TELEPHONE AE5876'POLE, 35.4 M (116.1 FT) NORTHWEST OF A POWER POLE WITH A DUSK TO DAWN AE5876'LIGHT, AND 29.5 M (96.8 FT) SOUTHWEST OF A 24-INCH OAK--ALL THREE WITH AE5876'REFERENCE TAGS. AE5876 AE5876 STATION RECOVERY (1990) AE5876 AE5876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5876'RECOVERED AS DESCRIBED. AE5876 AE5876 STATION RECOVERY (2003) AE5876 AE5876'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) AE5876'MARK NOT FOUND. ROAD HAD BEEN WIDENED. AE5876 AE5876 STATION RECOVERY (2004) AE5876 AE5876'RECOVERY NOTE BY US POWER SQUADRON 2004 AE5876'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4035 *********************************************************************** EY4035 DESIGNATION - GARRIS EY4035 PID - EY4035 EY4035 STATE/COUNTY- NC/BEAUFORT EY4035 USGS QUAD - BUNYAN (1974) EY4035 EY4035 *CURRENT SURVEY CONTROL EY4035 ___________________________________________________________________ EY4035* NAD 83(1986)- 35 30 48.92937(N) 076 57 50.92310(W) ADJUSTED EY4035* NAVD 88 - 3. (meters) 10. (feet) SCALED EY4035 ___________________________________________________________________ EY4035 LAPLACE CORR- -1.91 (seconds) DEFLEC99 EY4035 GEOID HEIGHT- -36.78 (meters) GEOID03 EY4035 EY4035 HORZ ORDER - SECOND EY4035 EY4035.The North Carolina HARNS have been completed but, EY4035.due to contractual restrictions, coordinates for these stations EY4035.will NOT be published in the near future. In the interim, the EY4035.published coordinates in North Carolina will not be EY4035.consistent with the Continuously Operating Reference Stations EY4035.(CORS). The HARN coordinates for these stations are available EY4035.upon request. Contact Gary Thompson(919-733-3836). EY4035. EY4035.In addition, the published North Carolina positions EY4035.(NAD 83 (1986)) are NOT consistent with those determined in EY4035.adjacent state readjustments. The discontinuity between stations EY4035.located in North Carolina and those in adjacent states EY4035.which have been adjusted to the HARN may be as much as 5 EY4035.decimeters. This will result in a significant loss of accuracy EY4035.over lines crossing such state borders. EY4035 EY4035 EY4035.The horizontal coordinates were established by classical geodetic methods EY4035.and adjusted by the National Geodetic Survey in July 1986. EY4035 EY4035.The orthometric height was scaled from a topographic map. EY4035 EY4035.The Laplace correction was computed from DEFLEC99 derived deflections. EY4035 EY4035.The geoid height was determined by GEOID03. EY4035 EY4035; North East Units Scale Factor Converg. EY4035;SPC NC - 197,529.572 794,247.405 MT 0.99988300 +1 10 30.1 EY4035;SPC NC - 648,061.60 2,605,793.36 sFT 0.99988300 +1 10 30.1 EY4035;UTM 18 - 3,931,774.698 321,884.145 MT 0.99999097 -1 08 28.6 EY4035 EY4035! - Elev Factor x Scale Factor = Combined Factor EY4035!SPC NC - 1.00000535 x 0.99988300 = 0.99988835 EY4035!UTM 18 - 1.00000535 x 0.99999097 = 0.99999632 EY4035 EY4035: Primary Azimuth Mark Grid Az EY4035:SPC NC - GARRIS AZ MK 146 56 09.2 EY4035:UTM 18 - GARRIS AZ MK 149 15 07.9 EY4035 EY4035|---------------------------------------------------------------------| EY4035| PID Reference Object Distance Geod. Az | EY4035| dddmmss.s | EY4035| EY5012 GARRIS RM 1 41.600 METERS 03641 | EY4035| EY5013 GARRIS RM 2 25.802 METERS 09921 | EY4035| EY5011 GARRIS AZ MK 1480639.3 | EY4035| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 9.4 KM 2924905.7 | EY4035|---------------------------------------------------------------------| EY4035 EY4035 SUPERSEDED SURVEY CONTROL EY4035 EY4035 NAD 27 - 35 30 48.33800(N) 076 57 52.11200(W) AD( ) 2 EY4035 EY4035.Superseded values are not recommended for survey control. EY4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4035.See file dsdata.txt to determine how the superseded data were derived. EY4035 EY4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2188431775(NAD 83) EY4035_MARKER: DS = TRIANGULATION STATION DISK EY4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4035 EY4035 HISTORY - Date Condition Report By EY4035 HISTORY - 1935 MONUMENTED CGS EY4035 HISTORY - 1949 GOOD CGS EY4035 HISTORY - 1965 MARK NOT FOUND NCDOT EY4035 HISTORY - 1966 MARK NOT FOUND CGS EY4035 HISTORY - 20040625 MARK NOT FOUND USPSQD EY4035 EY4035 STATION DESCRIPTION EY4035 EY4035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY4035'STATION IS AT THE HEAD OF BROAD CREEK, APPROXIMATELY 1 MILE FROM ITS EY4035'ENTRANCE INTO PAMLICO RIVER, ON PROPERTY OF MR. GARRIS ACROSS THE EY4035'ROAD FROM HIS HOME ON A CLEARED KNOLL. IT IS 57 FEET W OF THE EY4035'JUNCTION OF THE MAIN TRAVELED GRADED ROAD AND THE WOODS ROAD GOING E EY4035'AT THIS POINT, AND 30 FEET N OF THE EDGE OF THE WOODS. EY4035' EY4035'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS EY4035'SET IN CONCRETE. EY4035' EY4035'REFERENCE MARK NO.1 IS IN THE NE CORNER OF THE CLEARING, 5 FEET FROM EY4035'THE EDGE OF THE OLD STREAM BED, AND 20 FEET W OF THE CENTER LINE OF EY4035'THE ROAD. EY4035' EY4035'REFERENCE MARK NO.2 IS 18 FEET E OF THE CENTER LINE OF THE DIRT ROAD, EY4035'4 FEET W OF THE SOUTHERLY OF THREE 20 INCH CEDAR TREES ON THE EDGE EY4035'OF THE ROAD AND IN FRONT OF THE HOME OF MR. GARRIS, AND 16 FEET S OF EY4035'A MAIL BOX. EY4035' EY4035'THE AZIMUTH MARK IS THE CENTER OF A 1-1/4 INCH IRON PIPE WHICH IS EY4035'DRIVEN 3 FEET IN THE GROUND AND PROJECTING 2 INCHES. IT IS ABOUT EY4035'0.2 MILE SE OF THE STATION ALONG THE WOODS ROAD, 36 FEET FROM THE NE EY4035'CORNER OF A HOUSE, 9 FEET E OF A 20 INCH PINE TREE AND 15 FEET EY4035'W OF THE CENTER LINE OF THE ROAD. A 2 BY 4 STAKE WITH A NAIL IN EY4035'IT WAS SET HERE AND LOCATED. BEFORE A PERMANENT MARK COULD BE SET, EY4035'THE STAKE WAS DISTURBED. THE CENTER OF THE PIPE NOW IS WITHIN 1/2 EY4035'INCH OF THE POINT LOCATED. EY4035' EY4035'TO REACH FROM THE JUNCTION OF ROUTE 264 AND MAIN STREET IN THE EY4035'EASTERN PART OF WASHINGTON, GO N ON ROUTE 264, 6.6 MILES AND TURN EY4035'RIGHT ON A DIRT ROAD AND GO 1.1 MILES. TAKE LEFT FORK AND GO 0.3 EY4035'MILE TO HOME OF MR. GARRIS AND STATION. EY4035 EY4035 STATION RECOVERY (1949) EY4035 EY4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY4035'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. THE EY4035'DISTANCES TO THE REFERENCE MARKS WERE CHECKED WITH A STEEL TAPE AND EY4035'FOUND TO BE CORRECT. THE AZIMUTH MARK (IRON PIPE) HAS EVIDENTLY EY4035'BEEN DESTROYED DURING CONSTRUCTION OF DRIVEWAY ALONGSIDE HOUSE, AS EY4035'THE REFERENCE POINTS (20 INCH PINE TREE), HOUSE AND ROAD ARE EY4035'INTACT. THE ORIGINAL DESCRIPTION IS INADEQUATE FOR PRESENT DAY EY4035'RECOVERY. A NEW DESCRIPTION FOLLOWS-- EY4035' EY4035'STATION IS LOCATED NEAR THE HEAD OF BROAD CREEK, ON THE PROPERTY OF EY4035'MR. J.S. GARRIS AND ACROSS THE ROAD FROM HIS HOME ON A CLEARED EY4035'KNOLL, 71.5 FEET WNW OF THE Y INTERSECTION OF DIRT ROADS, 62.0 FEET EY4035'NE OF THE EDGE OF THE WOODS, 62.8 FEET S OF THE SE CORNER OF A BARN. EY4035' EY4035'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN EY4035'CONCRETE. EY4035' EY4035'REFERENCE MARK 1 IS NNE OF THE STATION, 5.0 FEET S OF A DITCH, 24.0 EY4035'FEET NW OF THE CENTER LINE OF ROAD, 35.7 FEET NE OF THE NE CORNER OF EY4035'BARN, 79.2 FEET SSW OF A 14 INCH CEDAR TREE. IT IS A BRONZE EY4035'REFERENCE DISK SET IN CONCRETE. EY4035' EY4035'REFERENCE MARK 2 IS SE OF THE STATION, 28.5 FEET E OF THE CENTER LINE EY4035'OF Y INTERSECTION OF DIRT ROADS, 4.0 FEET W OF THE S OF THREE CEDAR EY4035'STUMPS. IT IS A BRONZE REFERENCE DISK SET IN CONCRETE. EY4035' EY4035'TO REACH FROM THE INTERSECTION OF HIGHWAY 264 AND MARKET ST. IN THE N EY4035'PART OF WASHINGTON, N.C., GO E ON HIGHWAY 264 FOR 6.8 MILES TO ITS EY4035'JUNCTION WITH HIGHWAY 32, THENCE RIGHT (S) ON A DIRT ROAD FOR 1.0 EY4035'MILE TO AN INTERSECTION OF THREE DIRT ROADS, CONTINUE IN A S EY4035'DIRECTION FOR 0.4 MILE TO A Y INTERSECTION, THE HOME OF MR. J.S. EY4035'GARRIS, AND THE STATION SITE. EY4035 EY4035 STATION RECOVERY (1965) EY4035 EY4035'RECOVERY NOTE BY NC DOT 1965 (WCF) EY4035'GARRIS--DESTROYED BY CONSTRUCTION, UNDERGROUND MARK ALSO. EY4035' EY4035'RM 1--DESTROYED BY CONSTRUCTION, UNDERGROUND MARK ALSO. EY4035' EY4035'RM 2--DESTROYED BY CONSTRUCTION, UNDERGROUND MARK ALSO. EY4035' EY4035'DID NOT TRY TO LOCATE AZIMUTH MARK. EY4035 EY4035 STATION RECOVERY (1966) EY4035 EY4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY4035'NOT RECOVERED. NONE OF THE MARKS WERE FOUND AT THIS STATION EXCEPT EY4035'RM 2, WHICH WAS FOUND LYING ON THE LAWN OF THE GARRIS HOUSE. THE EY4035'DISK WAS REMOVED AND THE CONCRETE TAKEN AWAY AT THIS TIME. BOTH EY4035'ROADS ARE NOW PAVED AT THE INTERSECTION. THE STATION MARK WAS FAR EY4035'ENOUGH FROM THE ROAD TO HAVE ESCAPED DAMAGE (71 FEET), BUT AS THERE EY4035'IS NOW NO KNOLL AS MENTIONED IN THE ORIGINAL DESCRIPTION, IT MAY EY4035'HAVE BEEN GRADED OUT. DISTANCE WAS MEASURED FROM ROAD AND BARN, EY4035'AND THE AREA PROBED WITHOUT RESULTS. EY4035 EY4035 STATION RECOVERY (2004) EY4035 EY4035'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4035'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5879 *********************************************************************** AE5879 DESIGNATION - GENTRY AE5879 PID - AE5879 AE5879 STATE/COUNTY- NC/BEAUFORT AE5879 USGS QUAD - HACKNEY (1983) AE5879 AE5879 *CURRENT SURVEY CONTROL AE5879 ___________________________________________________________________ AE5879* NAD 83(1986)- 35 29 53.81182(N) 077 04 36.08025(W) ADJUSTED AE5879* NAVD 88 - 8.876 (meters) 29.12 (feet) ADJUSTED AE5879 ___________________________________________________________________ AE5879 LAPLACE CORR- -2.11 (seconds) DEFLEC99 AE5879 GEOID HEIGHT- -36.66 (meters) GEOID03 AE5879 DYNAMIC HT - 8.869 (meters) 29.10 (feet) COMP AE5879 MODELED GRAV- 979,751.1 (mgal) NAVD 88 AE5879 AE5879 HORZ ORDER - SECOND AE5879 VERT ORDER - SECOND CLASS II AE5879 AE5879.The North Carolina HARNS have been completed but, AE5879.due to contractual restrictions, coordinates for these stations AE5879.will NOT be published in the near future. In the interim, the AE5879.published coordinates in North Carolina will not be AE5879.consistent with the Continuously Operating Reference Stations AE5879.(CORS). The HARN coordinates for these stations are available AE5879.upon request. Contact Gary Thompson(919-733-3836). AE5879. AE5879.In addition, the published North Carolina positions AE5879.(NAD 83 (1986)) are NOT consistent with those determined in AE5879.adjacent state readjustments. The discontinuity between stations AE5879.located in North Carolina and those in adjacent states AE5879.which have been adjusted to the HARN may be as much as 5 AE5879.decimeters. This will result in a significant loss of accuracy AE5879.over lines crossing such state borders. AE5879 AE5879 AE5879.The horizontal coordinates were established by classical geodetic methods AE5879.and adjusted by the National Geodetic Survey in April 1998. AE5879 AE5879.The orthometric height was determined by differential leveling AE5879.and adjusted by the National Geodetic Survey in May 2000. AE5879.No vertical observational check was made to the station. AE5879 AE5879.The Laplace correction was computed from DEFLEC99 derived deflections. AE5879 AE5879.The geoid height was determined by GEOID03. AE5879 AE5879.The dynamic height is computed by dividing the NAVD 88 AE5879.geopotential number by the normal gravity value computed on the AE5879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5879.degrees latitude (g = 980.6199 gals.). AE5879 AE5879.The modeled gravity was interpolated from observed gravity values. AE5879 AE5879; North East Units Scale Factor Converg. AE5879;SPC NC - 195,627.850 784,074.238 MT 0.99988182 +1 06 36.3 AE5879;SPC NC - 641,822.37 2,572,416.90 sFT 0.99988182 +1 06 36.3 AE5879;UTM 18 - 3,930,285.496 311,641.083 MT 1.00003723 -1 12 22.5 AE5879 AE5879! - Elev Factor x Scale Factor = Combined Factor AE5879!SPC NC - 1.00000436 x 0.99988182 = 0.99988618 AE5879!UTM 18 - 1.00000436 x 1.00003723 = 1.00004159 AE5879 AE5879 SUPERSEDED SURVEY CONTROL AE5879 AE5879 NAVD 88 (06/02/98) 8.868 (m) 29.09 (f) UNKNOWN 2 2 AE5879 NGVD 29 (04/29/98) 9.20 (m) 30.2 (f) LEVELING 3 AE5879 AE5879.Superseded values are not recommended for survey control. AE5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5879.See file dsdata.txt to determine how the superseded data were derived. AE5879 AE5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1164130285(NAD 83) AE5879_MARKER: DH = HORIZONTAL CONTROL DISK AE5879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5879_STAMPING: GENTRY 1983 AE5879_MARK LOGO: NCGS AE5879_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5879+STABILITY: SURFACE MOTION AE5879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5879+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5879 AE5879 HISTORY - Date Condition Report By AE5879 HISTORY - 1983 MONUMENTED NCGS AE5879 HISTORY - 19900510 GOOD NCGS AE5879 HISTORY - 20040327 GOOD USPSQD AE5879 AE5879 STATION DESCRIPTION AE5879 AE5879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5879'STATION IS LOCATED ABOUT 3.1 KM (1.90 MI) EAST-SOUTHEAST OF AE5879'CHOCOWINITY. ALONG NC 33 FOR 2.7 KM (1.65 MI) SOUTHEAST FROM US 17, AT AE5879'SR 1140, ON PROLONGATION OF THE CENTERLINE OF THE SR. MARK IS RECESSED AE5879'2 INCHES BELOW GROUND. LOCATED 4.8 M (15.7 FT) EAST OF THE CENTERLINE AE5879'OF THE HIGHWAY, 17.7 M (58.1 FT) WEST-NORTHWEST OF THE NORTHWEST AE5879'CORNER OF A TWO-STORY FRAME HOUSE, 17.7 M (58.1 FT) WEST OF A 30-INCH AE5879'OAK--AND 5.4 M (17.7 FT) SOUTHWEST OF POWER POLE 36, 16.5 M (54.1 FT) AE5879'EAST-SOUTHEAST OF A TELEPHONE POLE--BOTH WITH REFERENCE TAGS. AE5879 AE5879 STATION RECOVERY (1990) AE5879 AE5879'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5879'RECOVERED AS DESCRIBED. MARK IS RECESSED 1 INCH BELOW GROUND AND OAK AE5879'IS GONE. AE5879 AE5879 STATION RECOVERY (2004) AE5879 AE5879'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5879'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9109 *********************************************************************** AF9109 DESIGNATION - GEORGE AF9109 PID - AF9109 AF9109 STATE/COUNTY- NC/BEAUFORT AF9109 USGS QUAD - BUNYAN (1974) AF9109 AF9109 *CURRENT SURVEY CONTROL AF9109 ___________________________________________________________________ AF9109* NAD 83(1986)- 35 31 50.39160(N) 076 57 43.87252(W) ADJUSTED AF9109* NAVD 88 - 11.1 (meters) 36. (feet) VERT ANG AF9109 ___________________________________________________________________ AF9109 LAPLACE CORR- -1.88 (seconds) DEFLEC99 AF9109 GEOID HEIGHT- -36.76 (meters) GEOID03 AF9109 AF9109 HORZ ORDER - SECOND AF9109 AF9109.The North Carolina HARNS have been completed but, AF9109.due to contractual restrictions, coordinates for these stations AF9109.will NOT be published in the near future. In the interim, the AF9109.published coordinates in North Carolina will not be AF9109.consistent with the Continuously Operating Reference Stations AF9109.(CORS). The HARN coordinates for these stations are available AF9109.upon request. Contact Gary Thompson(919-733-3836). AF9109. AF9109.In addition, the published North Carolina positions AF9109.(NAD 83 (1986)) are NOT consistent with those determined in AF9109.adjacent state readjustments. The discontinuity between stations AF9109.located in North Carolina and those in adjacent states AF9109.which have been adjusted to the HARN may be as much as 5 AF9109.decimeters. This will result in a significant loss of accuracy AF9109.over lines crossing such state borders. AF9109 AF9109 AF9109.The horizontal coordinates were established by classical geodetic methods AF9109.and adjusted by the National Geodetic Survey in July 1998. AF9109 AF9109.The orthometric height was determined by vertical angle observations. AF9109 AF9109.The Laplace correction was computed from DEFLEC99 derived deflections. AF9109 AF9109.The geoid height was determined by GEOID03. AF9109 AF9109; North East Units Scale Factor Converg. AF9109;SPC NC - 199,426.832 794,386.132 MT 0.99988440 +1 10 34.2 AF9109;SPC NC - 654,286.20 2,606,248.50 sFT 0.99988440 +1 10 34.2 AF9109;UTM 18 - 3,933,665.002 322,099.470 MT 0.99999002 -1 08 26.2 AF9109 AF9109! - Elev Factor x Scale Factor = Combined Factor AF9109!SPC NC - 1.00000402 x 0.99988440 = 0.99988842 AF9109!UTM 18 - 1.00000402 x 0.99999002 = 0.99999404 AF9109 AF9109 SUPERSEDED SURVEY CONTROL AF9109 AF9109.No superseded survey control is available for this station. AF9109 AF9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2209933665(NAD 83) AF9109_MARKER: DE = TRAVERSE STATION DISK AF9109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9109_STAMPING: GEORGE 1982 AF9109_MARK LOGO: NCGS AF9109_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9109+STABILITY: SURFACE MOTION AF9109 AF9109 HISTORY - Date Condition Report By AF9109 HISTORY - 1982 MONUMENTED NCGS AF9109 AF9109 STATION DESCRIPTION AF9109 AF9109'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9109'STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) EAST-SOUTHEAST OF WASHINGTON AF9109'AND 28.3 KM (17.60 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 9.3 AF9109'KM (5.75 MI) EAST FROM US 17 (IN WASHINGTON), OR 1.2 KM (0.75 MI) WEST AF9109'FROM NC 32, AND 0.2 KM (0.10 MI) EAST FROM SR 1327, IN THE SOUTH AF9109'SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 7.2 M (23.6 AF9109'FT) SOUTHWEST OF THE CENTERLINE OF US 264, 9.6 M (31.5 FT) EAST OF THE AF9109'EAST END OF A CONCRETE DRIVEWAY CULVERT, 11.8 M (38.7 FT) NORTHWEST OF AF9109'THE WEST END OF A CONCRETE DRIVEWAY CULVERT--AND 34.0 M (111.5 FT) AF9109'NORTHEAST OF A POWER POLE WITH A TRANSFORMER (252), 15.2 M (49.9 FT) AF9109'NORTHWEST OF A POWER POLE WITH A TRANSFORMER--BOTH WITH REFERENCE AF9109'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3925 *********************************************************************** EY3925 DESIGNATION - GERARD EY3925 PID - EY3925 EY3925 STATE/COUNTY- NC/BEAUFORT EY3925 USGS QUAD - BLOUNTS BAY (1993) EY3925 EY3925 *CURRENT SURVEY CONTROL EY3925 ___________________________________________________________________ EY3925* NAD 83(1986)- 35 25 04.54428(N) 076 57 38.24794(W) ADJUSTED EY3925* NAVD 88 - 5. (meters) 16. (feet) SCALED EY3925 ___________________________________________________________________ EY3925 LAPLACE CORR- -2.22 (seconds) DEFLEC99 EY3925 GEOID HEIGHT- -36.88 (meters) GEOID03 EY3925 EY3925 HORZ ORDER - SECOND EY3925 EY3925.The North Carolina HARNS have been completed but, EY3925.due to contractual restrictions, coordinates for these stations EY3925.will NOT be published in the near future. In the interim, the EY3925.published coordinates in North Carolina will not be EY3925.consistent with the Continuously Operating Reference Stations EY3925.(CORS). The HARN coordinates for these stations are available EY3925.upon request. Contact Gary Thompson(919-733-3836). EY3925. EY3925.In addition, the published North Carolina positions EY3925.(NAD 83 (1986)) are NOT consistent with those determined in EY3925.adjacent state readjustments. The discontinuity between stations EY3925.located in North Carolina and those in adjacent states EY3925.which have been adjusted to the HARN may be as much as 5 EY3925.decimeters. This will result in a significant loss of accuracy EY3925.over lines crossing such state borders. EY3925 EY3925 EY3925.The horizontal coordinates were established by classical geodetic methods EY3925.and adjusted by the National Geodetic Survey in July 1986. EY3925 EY3925.The orthometric height was scaled from a topographic map. EY3925 EY3925.The Laplace correction was computed from DEFLEC99 derived deflections. EY3925 EY3925.The geoid height was determined by GEOID03. EY3925 EY3925; North East Units Scale Factor Converg. EY3925;SPC NC - 186,925.969 794,784.696 MT 0.99987678 +1 10 37.4 EY3925;SPC NC - 613,272.95 2,607,556.12 sFT 0.99987678 +1 10 37.4 EY3925;UTM 18 - 3,921,156.867 321,992.702 MT 0.99999050 -1 08 11.6 EY3925 EY3925! - Elev Factor x Scale Factor = Combined Factor EY3925!SPC NC - 1.00000506 x 0.99987678 = 0.99988183 EY3925!UTM 18 - 1.00000506 x 0.99999050 = 0.99999556 EY3925 EY3925: Primary Azimuth Mark Grid Az EY3925:SPC NC - JAMES RESET 300 38 53.1 EY3925:UTM 18 - JAMES RESET 302 57 42.1 EY3925 EY3925|---------------------------------------------------------------------| EY3925| PID Reference Object Distance Geod. Az | EY3925| dddmmss.s | EY3925| EY5015 GERARD AZ MK 0163604.6 | EY3925| EY5017 GERARD RM 2 24.307 METERS 03320 | EY3925| EY5016 GERARD RM 1 17.582 METERS 28248 | EY3925| AE8797 JAMES RESET APPROX. 4.0 KM 3014930.5 | EY3925|---------------------------------------------------------------------| EY3925 EY3925 SUPERSEDED SURVEY CONTROL EY3925 EY3925 NAD 27 - 35 25 03.95900(N) 076 57 39.44600(W) AD( ) 2 EY3925 EY3925.Superseded values are not recommended for survey control. EY3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3925.See file dsdata.txt to determine how the superseded data were derived. EY3925 EY3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2199321157(NAD 83) EY3925_MARKER: DS = TRIANGULATION STATION DISK EY3925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3925 EY3925 HISTORY - Date Condition Report By EY3925 HISTORY - 1935 MONUMENTED CGS EY3925 HISTORY - 1948 GOOD CGS EY3925 HISTORY - 1949 GOOD CGS EY3925 HISTORY - 1967 GOOD USE EY3925 EY3925 STATION DESCRIPTION EY3925 EY3925'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3925'STATION IS ON THE E SIDE OF BLOUNT CREEK, ABOUT 1-1/2 MILES FROM ITS EY3925'MOUTH, ON A 30 FOOT BLUFF AT THE RESIDENCE OF J.C. BRIGHT (TENANT) EY3925'ON THE PROPERTY OF W.B. GERARD. IT IS ABOUT 75 YARDS FROM HIGH EY3925'WATER LINE OF THE CREEK, 37.5 METERS S OF THE S CORNER OF THE EY3925'WESTERLY CHIMNEY OF THE HOUSE AND JUST E OF A SMALL CEMETERY. EY3925' EY3925'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS EY3925'SET IN CONCRETE. EY3925' EY3925'REFERENCE MARK NO.1 IS THE APEX OF A GRAVESTONE INSCRIBED GORDON B. EY3925'GERARD. EY3925' EY3925'REFERENCE MARK NO.2 IS 5 FEET E OF A 42 INCH CHINABERRY TREE AT THE EY3925'CORNER OF A WIRE FENCE. EY3925' EY3925'THE AZIMUTH MARK IS ON THE N EDGE OF A LANE BETWEEN CULTIVATED EY3925'FIELDS, 135 YARDS W (PACED) OF THE ROAD LEADING TO THE STATION. EY3925' EY3925'ALL MARKS PROJECT ABOUT 4 INCHES. EY3925' EY3925'TO REACH TURN N FROM STATE HIGHWAY 33 ON DIRT ROAD 0.3 MILE E OF THE EY3925'POINT WHERE STATE HIGHWAY 33 CROSSES BLOUNT CREEK, FOLLOW MAIN EY3925'TRAVELED ROAD FOR 3.8 MILES AND TURN LEFT AT FORK AT NEGRO EY3925'SETTLEMENT, FOLLOW MAIN TRAVELED WAY FOR 1.0 MILE AND TURN LEFT ON EY3925'FIELD ROAD 0.3 MILE TO THE STATION. EY3925 EY3925 STATION RECOVERY (1948) EY3925 EY3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3925'STATION, RM.1, RM.2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD EY3925'CONDITION. THE DISTANCES TO RMS 1 AND 2 WERE MEASURED WITH A STEEL EY3925'TAPE AND FOUND TO BE CORRECT. ORIGINAL DESCRIPTION IS INADEQUATE. EY3925'A NEW DESCRIPTION FOLLOWS.- EY3925' EY3925'STATION IS ON THE E SIDE OF BLOUNT CREEK, ABOUT 1-1/2 MILES FROM ITS EY3925'MOUTH, ON A 30 FOOT BLUFF, ON THE PROPERTY OF W.B. GERARD. IT IS EY3925'ABOUT 75 YARDS FROM HIGH WATER LINE OF THE CREEK AND 37.5 METERS S EY3925'OF THE S CORNER OF THE W CHIMNEY OF THE HOUSE. EY3925' EY3925'SURFACE, UNDERGROUND, RM 2, AND AZIMUTH MARK ARE BRONZE DISKS SET IN EY3925'CONCRETE. EY3925' EY3925'RM 1 IS THE APEX OF A GRAVESTONE INSCRIBED JORDON B. GERARD. EY3925' EY3925'RM 2 IS 5 FEET E OF A 42 INCH CHINABERRY TREE AT THE CORNER OF A WIRE EY3925'FENCE. MARK PROJECTS ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED EY3925'GERARD 1935 RM 2. EY3925' EY3925'AZIMUTH MARK IS ON THE N EDGE OF A LANE BETWEEN CULTIVATED FIELDS, EY3925'123.5 METERS (405 FEET) NE OF THE ROAD LEADING TO THE STATION, AND EY3925'APPROXIMATELY 30 FEET E OF THE UPPER END OF A SMALL BRUSHY DRAW. EY3925'IT PROJECTS ABOUT 1 INCH ABOVE GROUND AND IS STAMPED GERARD 1935 EY3925'AZIMUTH. EY3925' EY3925'TO REACH FROM CHOCOWINITY, TURN SE ON STATE HIGHWAY 33 AT ITS EY3925'INTERSECTION WITH U.S. HIGHWAY 17, FOLLOW HIGHWAY 33 FOR 13.5 MILES EY3925'TO BRIGE CROSSING BLOUNT CREEK, THEN PROCEED 0.3 MILE E ON HIGHWAY 33 EY3925'TO MAULS POINT ROAD (DIRT) LEADING N, PROCEED N ALONG DIRT ROAD FOR EY3925'3.5 MILES TO A T ROAD INTERSECTION, TURN LEFT AT ROAD FORK AND EY3925'PROCEED ALONG DIRT ROAD FOR 0.3 MILE TO ROAD INTERSECTION, TURN EY3925'LEFT AT ROAD FORK AND FOLLOW MAIN TRAVELED ROAD FOR 1.0 MILE TO A EY3925'FIELD ROAD TO THE LEFT, FOLLOW FIELD ROAD 0.3 MILE TO STATION SITE. EY3925 EY3925 STATION RECOVERY (1949) EY3925 EY3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3925'THE 1948 DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT THE AZIMUTH EY3925'MARK WAS UPENDED DURING CULTIVATION. THE DISK WAS REMOVED. EY3925 EY3925 STATION RECOVERY (1967) EY3925 EY3925'RECOVERY NOTE BY US ENGINEERS 1967 EY3925'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY3925'GERARD 1935 SET IN A CONCRETE MONUMENT PROJECTING APPROXIMATELY 3 IN EY3925'ABOVE THE GROUND. EY3925' EY3925'STATION IS ON THE N SIDE OF BLOUNT CREEK, ABOUT 1-1/2 MILE FROM ITS EY3925'MOUTH. IT IS ON A 30 FT BLUFF, ABOUT 225 FT FROM HIGH WATER LINE OF EY3925'THE CREEK, JUST NE OF A SMALL CEMETERY. EY3925' EY3925'TO REACH STATION PROCEED N FROM STATE HIGHWAY 33 ON DIRT ROAD 0.3 EY3925'MILE E OF THE POINT WHERE STATE HIGHWAY 33 CROSSES BLOUNT CREEK, EY3925'FOLLOW MAIN TRAVELED ROAD FOR 3.3 MILES AND TURN LEFT AT FORK AT EY3925'NEGRO SETTLEMENT. FOLLOW MAIN TRAVELED WAY FOR 1 MILE AND EY3925'TURN LEFT ON FIELD ROAD. PROCEED 0.3 MILE TO STATION SITE. EY3925' EY3925'RM 1 IS THE APEX OF A GRAVESTONE INSCRIBED GORDON B. GERARD 51 FT. EY3925'FROM THE STATION ON A M.AZ. OF 255 DEG. EY3925' EY3925'RM 2 IS A STANDARD USC AND GS REFERENCE DISK STAMPED GERARD 2 1935 EY3925'SET IN A CONCRETE MONUMENT 72 FT FROM THE STATION ON A M.AZ. ON 340 EY3925'DEG. (RM CANNOT BE SEEN FROM STATION) EY3925' EY3925'AZ. MK. WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4260 *********************************************************************** EY4260 DESIGNATION - GILLIAM EY4260 PID - EY4260 EY4260 STATE/COUNTY- NC/BEAUFORT EY4260 USGS QUAD - HACKNEY (1983) EY4260 EY4260 *CURRENT SURVEY CONTROL EY4260 ___________________________________________________________________ EY4260* NAD 83(1986)- 35 29 16.91778(N) 077 06 30.49729(W) ADJUSTED EY4260* NAVD 88 - 13.79 (+/-2cm) 45.2 (feet) VERTCON EY4260 ___________________________________________________________________ EY4260 LAPLACE CORR- -2.48 (seconds) DEFLEC99 EY4260 GEOID HEIGHT- -36.63 (meters) GEOID03 EY4260 EY4260 HORZ ORDER - SECOND EY4260 VERT ORDER - THIRD ? (See Below) EY4260 EY4260.The North Carolina HARNS have been completed but, EY4260.due to contractual restrictions, coordinates for these stations EY4260.will NOT be published in the near future. In the interim, the EY4260.published coordinates in North Carolina will not be EY4260.consistent with the Continuously Operating Reference Stations EY4260.(CORS). The HARN coordinates for these stations are available EY4260.upon request. Contact Gary Thompson(919-733-3836). EY4260. EY4260.In addition, the published North Carolina positions EY4260.(NAD 83 (1986)) are NOT consistent with those determined in EY4260.adjacent state readjustments. The discontinuity between stations EY4260.located in North Carolina and those in adjacent states EY4260.which have been adjusted to the HARN may be as much as 5 EY4260.decimeters. This will result in a significant loss of accuracy EY4260.over lines crossing such state borders. EY4260 EY4260 EY4260.The horizontal coordinates were established by classical geodetic methods EY4260.and adjusted by the National Geodetic Survey in October 1990. EY4260 EY4260.The NAVD 88 height was computed by applying the VERTCON shift value to EY4260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4260.The vertical order pertains to the NGVD 29 superseded value. EY4260 EY4260.The Laplace correction was computed from DEFLEC99 derived deflections. EY4260 EY4260.The geoid height was determined by GEOID03. EY4260 EY4260; North East Units Scale Factor Converg. EY4260;SPC NC - 194,435.743 781,213.104 MT 0.99988106 +1 05 30.2 EY4260;SPC NC - 637,911.27 2,563,029.99 sFT 0.99988106 +1 05 30.2 EY4260;UTM 18 - 3,929,209.820 308,733.635 MT 1.00005084 -1 13 27.9 EY4260 EY4260! - Elev Factor x Scale Factor = Combined Factor EY4260!SPC NC - 1.00000359 x 0.99988106 = 0.99988464 EY4260!UTM 18 - 1.00000359 x 1.00005084 = 1.00005443 EY4260 EY4260 SUPERSEDED SURVEY CONTROL EY4260 EY4260 NGVD 29 (10/26/90) 14.12 (m) 46.3 (f) LEVELING 3 EY4260 EY4260.Superseded values are not recommended for survey control. EY4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4260.See file dsdata.txt to determine how the superseded data were derived. EY4260 EY4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0873429210(NAD 83) EY4260_MARKER: DE = TRAVERSE STATION DISK EY4260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4260_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4260_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4260+STABILITY: SURFACE MOTION EY4260 EY4260 HISTORY - Date Condition Report By EY4260 HISTORY - 1979 MONUMENTED NCGS EY4260 HISTORY - 19870829 GOOD USPSQD EY4260 EY4260 STATION DESCRIPTION EY4260 EY4260'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4260'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTH OF CHOCOWINITY. EY4260' EY4260'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 33 IN CHOCOWINITY, EY4260'PROCEED SOUTHERLY ALONG US 17 FOR 1.75 MILES TO STATION ON THE LEFT AT EY4260'THE NORTH CORNER OF THE YARD OF A 2 STORY WHITE FRAME HOUSE AND 0.05 EY4260'MILE SOUTH OF SR 1150. EY4260' EY4260'STATION MARK IS A STANDARD DISK STAMPED---GILLIAM 1979---SET IN TOP EY4260'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4260'THE MARK IS 31.6 FEET SOUTHEAST OF CENTERLINE OF US 17, 19.8 FEET EY4260'WEST-SOUTHWEST OF 12 INCH CEDAR WITH REFERENCE TAG, 43.1 FEET NORTH OF EY4260'BENCH MARK J 213 1979, 44.3 FEET NORTH OF SERVICE POLE WITH REFERENCE EY4260'TAG, 55.9 FEET NORTHEAST OF 20 INCH PINE WITH REFERENCE TAG AND 85.0 EY4260'FEET NORTHEAST OF NORTHEAST END OF CULVERT. EY4260 EY4260 STATION RECOVERY (1987) EY4260 EY4260'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY4260'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2117 *********************************************************************** EY2117 DESIGNATION - GLEN EY2117 PID - EY2117 EY2117 STATE/COUNTY- NC/BEAUFORT EY2117 USGS QUAD - WASHINGTON (1983) EY2117 EY2117 *CURRENT SURVEY CONTROL EY2117 ___________________________________________________________________ EY2117* NAD 83(1986)- 35 32 59.94917(N) 077 05 09.10785(W) ADJUSTED EY2117* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2117 ___________________________________________________________________ EY2117 LAPLACE CORR- -2.53 (seconds) DEFLEC99 EY2117 GEOID HEIGHT- -36.57 (meters) GEOID03 EY2117 EY2117 HORZ ORDER - THIRD EY2117 EY2117.The North Carolina HARNS have been completed but, EY2117.due to contractual restrictions, coordinates for these stations EY2117.will NOT be published in the near future. In the interim, the EY2117.published coordinates in North Carolina will not be EY2117.consistent with the Continuously Operating Reference Stations EY2117.(CORS). The HARN coordinates for these stations are available EY2117.upon request. Contact Gary Thompson(919-733-3836). EY2117. EY2117.In addition, the published North Carolina positions EY2117.(NAD 83 (1986)) are NOT consistent with those determined in EY2117.adjacent state readjustments. The discontinuity between stations EY2117.located in North Carolina and those in adjacent states EY2117.which have been adjusted to the HARN may be as much as 5 EY2117.decimeters. This will result in a significant loss of accuracy EY2117.over lines crossing such state borders. EY2117 EY2117 EY2117.The horizontal coordinates were established by classical geodetic methods EY2117.and adjusted by the National Geodetic Survey in July 1986. EY2117 EY2117.The orthometric height was scaled from a topographic map. EY2117 EY2117.The Laplace correction was computed from DEFLEC99 derived deflections. EY2117 EY2117.The geoid height was determined by GEOID03. EY2117 EY2117; North East Units Scale Factor Converg. EY2117;SPC NC - 201,346.692 783,131.498 MT 0.99988609 +1 06 17.2 EY2117;SPC NC - 660,584.94 2,569,323.92 sFT 0.99988609 +1 06 17.2 EY2117;UTM 18 - 3,936,038.668 310,930.217 MT 1.00004053 -1 12 47.2 EY2117 EY2117! - Elev Factor x Scale Factor = Combined Factor EY2117!SPC NC - 1.00000579 x 0.99988609 = 0.99989188 EY2117!UTM 18 - 1.00000579 x 1.00004053 = 1.00004632 EY2117 EY2117: Primary Azimuth Mark Grid Az EY2117:SPC NC - HUBBARD 048 25 22.8 EY2117:UTM 18 - HUBBARD 050 44 27.2 EY2117 EY2117|---------------------------------------------------------------------| EY2117| PID Reference Object Distance Geod. Az | EY2117| dddmmss.s | EY2117| EY2124 HUBBARD 454.521 METERS 0493140.0 | EY2117| EY4492 GLEN RM 12.747 METERS 20151 | EY2117|---------------------------------------------------------------------| EY2117 EY2117 SUPERSEDED SURVEY CONTROL EY2117 EY2117 NAD 27 - 35 32 59.37400(N) 077 05 10.28100(W) AD( ) 3 EY2117 EY2117.Superseded values are not recommended for survey control. EY2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2117.See file dsdata.txt to determine how the superseded data were derived. EY2117 EY2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1093036039(NAD 83) EY2117_MARKER: DS = TRIANGULATION STATION DISK EY2117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2117_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2117 EY2117 HISTORY - Date Condition Report By EY2117 HISTORY - 1935 MONUMENTED CGS EY2117 HISTORY - 1949 GOOD CGS EY2117 EY2117 STATION DESCRIPTION EY2117 EY2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2117'THIS STATION IS ON THE S SHORE OF TAR RIVER, AT WASHINGTON, EY2117'NORTH CAROLINA, ABOUT 3/4 MILE W OF THE ATLANTIC COAST LINE EY2117'RAILROAD BRIDGE. STATION IS ON THE MORE WESTERLY OF TWO SMALL EY2117'POINTS, 6 FEET S OF A LARGE 36-INCH CYPRESS TREE WHICH IS ON THE EY2117'EXTREME TIP OF THE POINT. EY2117' EY2117'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2117'CONCRETE, IN THE TOPS OF TILES. EY2117 EY2117 STATION RECOVERY (1949) EY2117 EY2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2117'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE EY2117'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE EY2117'AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY2117'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2117' EY2117'STATION IS ON THE S SHORE OF THE TAR RIVER, ABOVE WASHINGTON, EY2117'ABOUT 3/4 MILE W OF THE ATLANTIC COAST LINE RAILROAD BRIDGE, EY2117'ON A LOW SWAMPY POINT OPPOSITE DAY BEACON NO. 6, IN THE CENTER EY2117'OF A SAND ISLAND AT THE END OF THE POINT, 6 FEET S OF A 36-INCH EY2117'CYPRESS ON THE EXTREME TIP OF THE POINT. EY2117' EY2117'STATION MARK IS A BRONZE STATION DISK, STAMPED GLEN 1935, SET EY2117'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EY2117'EMBEDDED IN THE GROUND, AND 4 INCHES UNDERGROUND. EY2117' EY2117'REFERENCE MARK IS S OF THE STATION, 3.0 FEET W OF A GROUP OF EY2117'3 SMALL POPLARS, AND 1.0 FOOT E OF A BLAZED 3-INCH WILLOW. IT EY2117'IS A BRONZE REFERENCE DISK, STAMPED GLEN 1935, SET IN CONCRETE EY2117'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE EY2117'GROUND, AND 8 INCHES UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3810 *********************************************************************** EY3810 DESIGNATION - GNEISS EY3810 PID - EY3810 EY3810 STATE/COUNTY- NC/BEAUFORT EY3810 USGS QUAD - AURORA (1993) EY3810 EY3810 *CURRENT SURVEY CONTROL EY3810 ___________________________________________________________________ EY3810* NAD 83(1986)- 35 18 50.79555(N) 076 47 24.98472(W) ADJUSTED EY3810* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3810 ___________________________________________________________________ EY3810 LAPLACE CORR- -1.42 (seconds) DEFLEC99 EY3810 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3810 EY3810 HORZ ORDER - THIRD EY3810 EY3810.The North Carolina HARNS have been completed but, EY3810.due to contractual restrictions, coordinates for these stations EY3810.will NOT be published in the near future. In the interim, the EY3810.published coordinates in North Carolina will not be EY3810.consistent with the Continuously Operating Reference Stations EY3810.(CORS). The HARN coordinates for these stations are available EY3810.upon request. Contact Gary Thompson(919-733-3836). EY3810. EY3810.In addition, the published North Carolina positions EY3810.(NAD 83 (1986)) are NOT consistent with those determined in EY3810.adjacent state readjustments. The discontinuity between stations EY3810.located in North Carolina and those in adjacent states EY3810.which have been adjusted to the HARN may be as much as 5 EY3810.decimeters. This will result in a significant loss of accuracy EY3810.over lines crossing such state borders. EY3810 EY3810 EY3810.The horizontal coordinates were established by classical geodetic methods EY3810.and adjusted by the National Geodetic Survey in July 1986. EY3810 EY3810.The orthometric height was scaled from a topographic map. EY3810 EY3810.The Laplace correction was computed from DEFLEC99 derived deflections. EY3810 EY3810.The geoid height was determined by GEOID03. EY3810 EY3810; North East Units Scale Factor Converg. EY3810;SPC NC - 175,742.870 810,507.128 MT 0.99987318 +1 16 31.4 EY3810;SPC NC - 576,583.07 2,659,138.80 sFT 0.99987318 +1 16 31.4 EY3810;UTM 18 - 3,909,347.623 337,252.465 MT 0.99992642 -1 02 06.4 EY3810 EY3810! - Elev Factor x Scale Factor = Combined Factor EY3810!SPC NC - 1.00000574 x 0.99987318 = 0.99987892 EY3810!UTM 18 - 1.00000574 x 0.99992642 = 0.99993216 EY3810 EY3810: Primary Azimuth Mark Grid Az EY3810:SPC NC - LIGHTNING 000 45 19.1 EY3810:UTM 18 - LIGHTNING 003 03 56.9 EY3810 EY3810|---------------------------------------------------------------------| EY3810| PID Reference Object Distance Geod. Az | EY3810| dddmmss.s | EY3810| EY3820 LIGHTNING APPROX. 0.5 KM 0020150.5 | EY3810| EY5021 GNEISS RM 16.612 METERS 23853 | EY3810|---------------------------------------------------------------------| EY3810 EY3810 SUPERSEDED SURVEY CONTROL EY3810 EY3810 NAD 27 - 35 18 50.17600(N) 076 47 26.25600(W) AD( ) 3 EY3810 EY3810.Superseded values are not recommended for survey control. EY3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3810.See file dsdata.txt to determine how the superseded data were derived. EY3810 EY3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3725209348(NAD 83) EY3810_MARKER: DS = TRIANGULATION STATION DISK EY3810_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3810_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3810 EY3810 HISTORY - Date Condition Report By EY3810 HISTORY - 1935 MONUMENTED CGS EY3810 HISTORY - 1948 GOOD CGS EY3810 EY3810 STATION DESCRIPTION EY3810 EY3810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3810'STATION IS ON THE W SIDE OF SOUTH CREEK, APPROXIMATELY 3/4 EY3810'MILE N OF HIGHWAY BRIDGE AT AURORA, NORTH CAROLINA, AT THE EY3810'MOUTH OF A SMALL CREEK THAT IS BETWEEN WHITEHURST ABD BAILEY EY3810'CREEKS. FROM THE STATION, WHICH IS IN VERY UNSTABLE MARSHY EY3810'SOIL, SOUTHERN PART OF MOUTH OF CREEK IS 100 METERS DISTANT, EY3810'TREE LINE IS APPROXIMATELY 120 METERS W, SHORE LINE IS 10 EY3810'METERS N AND A 5-METER BREAK IN THE SHORE LINE IS DIRECTLY N. EY3810' EY3810'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3810'8- BY 36-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3810' EY3810'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3810'8- BY 30-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3810 EY3810 STATION RECOVERY (1948) EY3810 EY3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3810'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3810'BETWEEN THE STATION AND THE REFERENCE MARK WAS EY3810'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE EY3810'ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3810' EY3810'STATION IS ON THE W SIDE OF SOUTH CREEK, ABOUT 3/4 MILE N OF EY3810'STEEL TRUSS HIGHWAY BRIDGE AT AURORA, AT THE MOUTH OF A SMALL EY3810'CREEK WHICH IS HALFWAY BETWEEN WHITEHURST AND BAILEY CREEKS. FROM EY3810'THE STATION, WHICH IS IN VERY UNSTABLE MARSHY SOIL, S EY3810'PART OF MOUTH OF CREEK IS 17.0 METERS N, TREE LINE IS ABOUT 120 EY3810'METERS W, SHORELINE IS 6.7 METERS (BREAK IN SHORELINE) AND 15 EY3810'METERS TO APPARENT SHORELINE. EY3810' EY3810'STATION MARK IS A BRONZE DISK, STAMPED GNEISS 1935 AND SET IN EY3810'A CONCRETE-FILLED 8- X 36-INCH TILE PROJECTING 10 INCHES ABOVE EY3810'GROUND. EY3810' EY3810'REFERENCE MARK IS W OF THE STATION. IT IS A BRONZE REFERENCE EY3810'DISK, STAMPED R M GNEISS 1935, AND SET IN THE TOP OF A EY3810'CONCRETE-FILLED 8- X 30-INCH TILE PROJECTING 8 INCHES ABOVE EY3810'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5896 *********************************************************************** AE5896 DESIGNATION - GOAL AE5896 PID - AE5896 AE5896 STATE/COUNTY- NC/BEAUFORT AE5896 USGS QUAD - BLOUNTS BAY (1993) AE5896 AE5896 *CURRENT SURVEY CONTROL AE5896 ___________________________________________________________________ AE5896* NAD 83(1986)- 35 23 07.60620(N) 076 59 20.82706(W) ADJUSTED AE5896* NAVD 88 - 10.037 (meters) 32.93 (feet) ADJUSTED AE5896 ___________________________________________________________________ AE5896 LAPLACE CORR- -2.24 (seconds) DEFLEC99 AE5896 GEOID HEIGHT- -36.87 (meters) GEOID03 AE5896 DYNAMIC HT - 10.028 (meters) 32.90 (feet) COMP AE5896 MODELED GRAV- 979,752.8 (mgal) NAVD 88 AE5896 AE5896 HORZ ORDER - SECOND AE5896 VERT ORDER - SECOND CLASS II AE5896 AE5896.The North Carolina HARNS have been completed but, AE5896.due to contractual restrictions, coordinates for these stations AE5896.will NOT be published in the near future. In the interim, the AE5896.published coordinates in North Carolina will not be AE5896.consistent with the Continuously Operating Reference Stations AE5896.(CORS). The HARN coordinates for these stations are available AE5896.upon request. Contact Gary Thompson(919-733-3836). AE5896. AE5896.In addition, the published North Carolina positions AE5896.(NAD 83 (1986)) are NOT consistent with those determined in AE5896.adjacent state readjustments. The discontinuity between stations AE5896.located in North Carolina and those in adjacent states AE5896.which have been adjusted to the HARN may be as much as 5 AE5896.decimeters. This will result in a significant loss of accuracy AE5896.over lines crossing such state borders. AE5896 AE5896 AE5896.The horizontal coordinates were established by classical geodetic methods AE5896.and adjusted by the National Geodetic Survey in April 1998. AE5896 AE5896.The orthometric height was determined by differential leveling AE5896.and adjusted by the National Geodetic Survey in June 1998. AE5896 AE5896.The Laplace correction was computed from DEFLEC99 derived deflections. AE5896 AE5896.The geoid height was determined by GEOID03. AE5896 AE5896.The dynamic height is computed by dividing the NAVD 88 AE5896.geopotential number by the normal gravity value computed on the AE5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5896.degrees latitude (g = 980.6199 gals.). AE5896 AE5896.The modeled gravity was interpolated from observed gravity values. AE5896 AE5896; North East Units Scale Factor Converg. AE5896;SPC NC - 183,270.472 792,270.654 MT 0.99987530 +1 09 38.2 AE5896;SPC NC - 601,279.87 2,599,307.97 sFT 0.99987530 +1 09 38.2 AE5896;UTM 18 - 3,917,605.393 319,332.845 MT 1.00000226 -1 09 07.8 AE5896 AE5896! - Elev Factor x Scale Factor = Combined Factor AE5896!SPC NC - 1.00000421 x 0.99987530 = 0.99987951 AE5896!UTM 18 - 1.00000421 x 1.00000226 = 1.00000647 AE5896 AE5896 SUPERSEDED SURVEY CONTROL AE5896 AE5896 NGVD 29 (04/29/98) 10.36 (m) 34.0 (f) LEVELING 3 AE5896 AE5896.Superseded values are not recommended for survey control. AE5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5896.See file dsdata.txt to determine how the superseded data were derived. AE5896 AE5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1933317605(NAD 83) AE5896_MARKER: DH = HORIZONTAL CONTROL DISK AE5896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5896_STAMPING: GOAL 1983 AE5896_MARK LOGO: NCGS AE5896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5896+STABILITY: SURFACE MOTION AE5896 AE5896 HISTORY - Date Condition Report By AE5896 HISTORY - 1983 MONUMENTED NCGS AE5896 HISTORY - 19900509 GOOD NCGS AE5896 AE5896 STATION DESCRIPTION AE5896 AE5896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5896'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) WEST-NORTHWEST OF COXS AE5896'CROSSROADS AND 18.0 KM (11.20 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC AE5896'33 FOR 4.1 KM (2.55 MI) NORTH OF THE BLOUNTS CREEK POST OFFICE AT COXS AE5896'CROSSROADS, ON THE PROLONGATION OF A TWO-STORY PACK HOUSE, MARK IS AE5896'RECESSED 3 INCHES BELOW GROUND, 5.2 M (17.1 FT) EAST OF THE AE5896'CENTERLINE OF THE HIGHWAY, 13.8 M (45.3 FT) NORTHEAST OF THE NORTH END AE5896'OF A DRIVEWAY CULVERT, 21.6 M (70.9 FT) NORTHWEST OF THE SOUTHWEST AE5896'CORNER OF A TWO-STORY BARN, 23.2 M (76.1 FT) EAST OF AN 18-INCH PECAN, AE5896'AND 28.5 M (93.5 FT) SOUTH OF A POWER POLE WITH TRANSFORMER NO 220 AND AE5896'WITH A REFERENCE TAG. AE5896 AE5896 STATION RECOVERY (1990) AE5896 AE5896'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5896'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3494 *********************************************************************** EY3494 DESIGNATION - GOOSE EY3494 PID - EY3494 EY3494 STATE/COUNTY- NC/BEAUFORT EY3494 USGS QUAD - LOWLAND (1993) EY3494 EY3494 *CURRENT SURVEY CONTROL EY3494 ___________________________________________________________________ EY3494* NAD 83(1986)- 35 20 34.63858(N) 076 36 58.94387(W) ADJUSTED EY3494* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3494 ___________________________________________________________________ EY3494 LAPLACE CORR- -1.01 (seconds) DEFLEC99 EY3494 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3494 EY3494 HORZ ORDER - THIRD EY3494 EY3494.The North Carolina HARNS have been completed but, EY3494.due to contractual restrictions, coordinates for these stations EY3494.will NOT be published in the near future. In the interim, the EY3494.published coordinates in North Carolina will not be EY3494.consistent with the Continuously Operating Reference Stations EY3494.(CORS). The HARN coordinates for these stations are available EY3494.upon request. Contact Gary Thompson(919-733-3836). EY3494. EY3494.In addition, the published North Carolina positions EY3494.(NAD 83 (1986)) are NOT consistent with those determined in EY3494.adjacent state readjustments. The discontinuity between stations EY3494.located in North Carolina and those in adjacent states EY3494.which have been adjusted to the HARN may be as much as 5 EY3494.decimeters. This will result in a significant loss of accuracy EY3494.over lines crossing such state borders. EY3494 EY3494 EY3494.The horizontal coordinates were established by classical geodetic methods EY3494.and adjusted by the National Geodetic Survey in July 1986. EY3494 EY3494.The orthometric height was scaled from a topographic map. EY3494 EY3494.The Laplace correction was computed from DEFLEC99 derived deflections. EY3494 EY3494.The geoid height was determined by GEOID03. EY3494 EY3494; North East Units Scale Factor Converg. EY3494;SPC NC - 179,307.620 826,238.192 MT 0.99987385 +1 22 32.7 EY3494;SPC NC - 588,278.42 2,710,749.80 sFT 0.99987385 +1 22 32.7 EY3494;UTM 18 - 3,912,275.279 353,114.816 MT 0.99986589 -0 56 06.7 EY3494 EY3494! - Elev Factor x Scale Factor = Combined Factor EY3494!SPC NC - 1.00000575 x 0.99987385 = 0.99987960 EY3494!UTM 18 - 1.00000575 x 0.99986589 = 0.99987164 EY3494 EY3494: Primary Azimuth Mark Grid Az EY3494:SPC NC - HIGGS 018 20 23.6 EY3494:UTM 18 - HIGGS 020 39 03.0 EY3494 EY3494|---------------------------------------------------------------------| EY3494| PID Reference Object Distance Geod. Az | EY3494| dddmmss.s | EY3494| EY3454 HIGGS APPROX. 5.5 KM 0194256.3 | EY3494| EY3459 PUNGO RIVER LIGHT APPROX. 6.3 KM 0461619.3 | EY3494| EY3442 ABEL BAY BEACON APPROX.10.8 KM 0625828.5 | EY3494| EY3492 GOOSE CREEK BEACON APPROX. 1.8 KM 1021040.2 | EY3494| EY3502 REEDS HAMMOCK LIGHT APPROX. 1.6 KM 1201451.2 | EY3494| EY3493 GOOSE CREEK BEACON 34 APPROX. 1.3 KM 1841131.5 | EY3494| EY5023 GOOSE RM 2 13.650 METERS 19638 | EY3494| EY5022 GOOSE RM 1 6.350 METERS 19715 | EY3494| EY3548 INDIAN SLUE BEACON APPROX. 5.9 KM 2892937.7 | EY3494|---------------------------------------------------------------------| EY3494 EY3494 SUPERSEDED SURVEY CONTROL EY3494 EY3494 NAD 27 - 35 20 34.03100(N) 076 37 00.20400(W) AD( ) 3 EY3494 EY3494.Superseded values are not recommended for survey control. EY3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3494.See file dsdata.txt to determine how the superseded data were derived. EY3494 EY3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5311512275(NAD 83) EY3494_MARKER: DS = TRIANGULATION STATION DISK EY3494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3494_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3494 EY3494 HISTORY - Date Condition Report By EY3494 HISTORY - 1914 MONUMENTED CGS EY3494 HISTORY - 1932 GOOD CGS EY3494 HISTORY - 1948 MARK NOT FOUND CGS EY3494 EY3494 STATION DESCRIPTION EY3494 EY3494'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3494'STATION IS ON THE S SIDE OF PAMLICO RIVER, JUST W OF THE MOUTH EY3494'OF GOOSE CREEK, ON THE N SIDE OF REEDS HAMMOCK ISLAND, ABOUT 240 EY3494'YARDS W OF THE EXTREME EASTERN END, JUST W OF A SMALL BIGHT EY3494'WHICH MAKES INTO THE SHORE LINE AND HAS A GROWTH OF BUSHES ALONG EY3494'THE SIDE NEAR THE STATION, ON THE STRIP OF SANDY SOIL BETWEEN EY3494'THE RIVER AND THE MARSHLAND BEYOND. EY3494' EY3494'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3494'CONCRETE, IN THE TOPS OF TILES. EY3494' EY3494'REFERENCE MARK IS 6.355 METERS (20.85 FEET) FROM THE STATION. EY3494'REEDS HAMMOCK LIGHT S 59 DEG 45 MIN E. EY3494 EY3494 STATION RECOVERY (1932) EY3494 EY3494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM) EY3494'STATION IS ON THE S SIDE OF PAMLICO RIVER, ON THE N SIDE OF REEDS EY3494'HAMMOCK ISLAND, JUST W OF THE MOUTH OF GOOSE CREEK, ABOUT 240 EY3494'YARDS W OF EXTREME EASTERN END OF ISLAND, JUST W OF A SMALL BIGHT EY3494'WHICH MAKES IN TO THE SHORE LINE, AND IN SANDY SOIL WHICH EY3494'SEPARATES WATER LINE FROM MARSH IN BACK. EY3494' EY3494'THE STATION AND ONE REFERENCE MARK WERE FOUND AS DESCRIBED, AND EY3494'IN GOOD CONDITION. THE PRESENT LOCATION OF THE STATION IS 20 EY3494'FEET FROM THE WATER, AND THE SHORE IS NOT ERODING TO ANY EY3494'CONSIDERABLE EXTENT. A NEW REFERENCE MARK, A STANDARD BRONZE EY3494'DISK SET IN CONCRETE, IN THE TOP OF A TILE, EY3494'WAS ESTABLISHED FARTHER BACK IN THE MARSH, IN LINE WITH THE EY3494'STATION AND OLD REFERENCE MARK. EY3494' EY3494'HEIGHT OF SIGNAL ABOVE STATION MARK - 7.0 METERS. EY3494 EY3494 STATION RECOVERY (1948) EY3494 EY3494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3494'REFERENCE MARK 1 WAS FOUND LYING IN 2 FEET OF WATER. STATION EY3494'WAS NOT FOUND. A TILE WITH TOP BROKEN OFF AND DISK GONE WAS EY3494'FOUND FIRMLY EMBEDDED AND APPARENTLY NOT DISPLACED. IT IS 3.3 EY3494'METERS S OF APPARENT SHORELINE AND IS PROBABLY REFERENCE MARK 2. EY3494'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3926 *********************************************************************** EY3926 DESIGNATION - GOOSE EY3926 PID - EY3926 EY3926 STATE/COUNTY- NC/BEAUFORT EY3926 USGS QUAD - BLOUNTS BAY (1993) EY3926 EY3926 *CURRENT SURVEY CONTROL EY3926 ___________________________________________________________________ EY3926* NAD 83(1986)- 35 28 49.37638(N) 076 54 30.94100(W) ADJUSTED EY3926* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3926 ___________________________________________________________________ EY3926 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EY3926 GEOID HEIGHT- -36.89 (meters) GEOID03 EY3926 EY3926 HORZ ORDER - SECOND EY3926 EY3926.The North Carolina HARNS have been completed but, EY3926.due to contractual restrictions, coordinates for these stations EY3926.will NOT be published in the near future. In the interim, the EY3926.published coordinates in North Carolina will not be EY3926.consistent with the Continuously Operating Reference Stations EY3926.(CORS). The HARN coordinates for these stations are available EY3926.upon request. Contact Gary Thompson(919-733-3836). EY3926. EY3926.In addition, the published North Carolina positions EY3926.(NAD 83 (1986)) are NOT consistent with those determined in EY3926.adjacent state readjustments. The discontinuity between stations EY3926.located in North Carolina and those in adjacent states EY3926.which have been adjusted to the HARN may be as much as 5 EY3926.decimeters. This will result in a significant loss of accuracy EY3926.over lines crossing such state borders. EY3926 EY3926 EY3926.The horizontal coordinates were established by classical geodetic methods EY3926.and adjusted by the National Geodetic Survey in July 1986. EY3926 EY3926.The orthometric height was scaled from a topographic map. EY3926 EY3926.The Laplace correction was computed from DEFLEC99 derived deflections. EY3926 EY3926.The geoid height was determined by GEOID03. EY3926 EY3926; North East Units Scale Factor Converg. EY3926;SPC NC - 193,951.014 799,362.559 MT 0.99988052 +1 12 25.5 EY3926;SPC NC - 636,320.95 2,622,575.33 sFT 0.99988052 +1 12 25.5 EY3926;UTM 18 - 3,927,992.007 326,851.015 MT 0.99996947 -1 06 29.1 EY3926 EY3926! - Elev Factor x Scale Factor = Combined Factor EY3926!SPC NC - 1.00000553 x 0.99988052 = 0.99988605 EY3926!UTM 18 - 1.00000553 x 0.99996947 = 0.99997500 EY3926 EY3926: Primary Azimuth Mark Grid Az EY3926:SPC NC - JAMES RESET 238 01 24.2 EY3926:UTM 18 - JAMES RESET 240 20 18.8 EY3926 EY3926|---------------------------------------------------------------------| EY3926| PID Reference Object Distance Geod. Az | EY3926| dddmmss.s | EY3926| EY5024 GOOSE RM 1 118.324 METERS 09853 | EY3926| EY5025 GOOSE RM 2 27.127 METERS 11856 | EY3926| AE8797 JAMES RESET APPROX. 9.4 KM 2391349.7 | EY3926|---------------------------------------------------------------------| EY3926 EY3926 SUPERSEDED SURVEY CONTROL EY3926 EY3926 NAD 27 - 35 28 48.78400(N) 076 54 32.14500(W) AD( ) 2 EY3926 EY3926.Superseded values are not recommended for survey control. EY3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3926.See file dsdata.txt to determine how the superseded data were derived. EY3926 EY3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2685127992(NAD 83) EY3926_MARKER: DS = TRIANGULATION STATION DISK EY3926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3926 EY3926 HISTORY - Date Condition Report By EY3926 HISTORY - 1935 MONUMENTED CGS EY3926 HISTORY - 1948 GOOD CGS EY3926 EY3926 STATION DESCRIPTION EY3926 EY3926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3926'STATION IS ON THE SE SIDE OF GOOSE CREEK, OPPOSITE THE CONFLUENCE OF EY3926'THE TWO BRANCHES WHICH FORM THE CREEK. THERE ARE TWO ROADS LEADING EY3926'TO AND JOINING AT A LANDING NOW BEING USED FOR LOGGING OPERATIONS, EY3926'ONE FROM THE NE AND ONE FROM THE E. THE STATION MARK IS ON THE EY3926'ONE FROM THE NE, ABOUT 165 YARDS NE OF THE LANDING AND 20 YARDS NW EY3926'OF THE CENTER LINE OF THIS ROAD. EY3926' EY3926'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY3926'CONCRETE. EY3926' EY3926'REFERENCE MARK NO.1 IS ENE OF THE STATION, ABOUT 50 YARDS SE OF THE EY3926'CENTER LINE OF THE ROAD IN A SMALL CLEARING. EY3926' EY3926'REFERENCE MARK NO.2 IS E OF THE STATION ON THE SE EDGE OF THE WOODS EY3926'ROAD. EY3926' EY3926'REFERENCE MARK NO.1 MAY BE USED AS AN AZIMUTH MARK. EY3926' EY3926'TO REACH FROM THE JUNCTION OF MAIN STREET IN WASHINGTON AND ROUTE EY3926'264, FOLLOW ROUTE 264 E 9.3 MILES AND TURN RIGHT AT GULF GAS STATION EY3926'AT CAMP LEACH 4 MILES SIGN, FOLLOW 0.3 MILE AND KEEP MAIN LEFT EY3926'FORK, CONTINUE 0.2 MILE AND KEEP MAIN RIGHT FORK, CONTINUE 1.8 EY3926'MILES AND TURN RIGHT BETWEEN TWO TOBACCO BARNS WHICH SIT BACK EY3926'ABOUT 150 YARDS FROM THE ROAD, TURN RIGHT JUST AROUND THE BARN AND EY3926'FOLLOW DIM ROAD ALONGSIDE A NEW WOVEN WIRE FENCE FOR 0.1 MILE, EY3926'TURN LEFT AT CULTIVATED FIELD AND FOLLOW 0.5 MILE TO STATION, KEEPING EY3926'LEFT FORK. EY3926 EY3926 STATION RECOVERY (1948) EY3926 EY3926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3926'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. EY3926'DISTANCE TO RMS WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3926'CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW DESCRIPTION EY3926'FOLLOWS-- EY3926' EY3926'STATION IS ON THE SE OF GOOSE CREEK, ON THE PROPERTY OF J.H. HAWKINS, EY3926'OPPOSITE THE CONFLUENCE OF THE TWO BRANCHES WHICH FORM THE CREEK, ON EY3926'A KNOLL BETWEEN OLD WOOD ROAD AND THE CREEK. IT IS 19 METERS NW OF EY3926'CENTER LINE OF OLD GROWN UP WOOD ROAD AND PROJECTS 5 INCHES ABOVE EY3926'GROUND. EY3926' EY3926'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN EY3926'CONCRETE. EY3926' EY3926'RM 1 IS ENE OF THE STATION, 146 FEET SE OF CENTER LINE OF DIRT ROAD EY3926'LEADING TO STATION, DOWN CLEARED PATH LEADING TO A SMALL CLEARING. EY3926'MARK PROJECTS 3 INCHES ABOVE GROUND AND IS STAMPED NO 1 1935. EY3926' EY3926'RM 2 IS E OF THE STATION, 16 FEET E OF CENTER LINE OF ROAD LEADING TO EY3926'STATION. MARK PROJECTS 3 INCHES ABOVE GROUND AND IS STAMPED NO 2 EY3926'1935. EY3926' EY3926'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 264 AND EY3926'MARKET STREET IN WASHINGTON, N.C., GO E ON U.S. HIGHWAY 264 FOR 9.4 EY3926'MILES TO SIGN CAMP LEACH 4 MILES. TURN S (RIGHT) ON DIRT ROAD AND EY3926'FOLLOW 0.3 MILE TO Y DIRT ROAD INTERSECTION, GO LEFT (MAIN ROAD) EY3926'0.3 MILE TO Y ROAD INTERSECTION, CONTINUE RIGHT 1.8 MILES TO EY3926'RESIDENCE TO J.H. HAWKINS. TURN INTO YARD (RIGHT) AND GO 0.15 MILE EY3926'ALONG ROAD BETWEEN GARAGE AND RED CATTLE BARN TO T ROAD EY3926'INTERSECTION, GO N (RIGHT) 0.15 MILE TO T ROAD INTERSECTION, EY3926'GO NW (LEFT) 0.1 MILE TO T ROAD INTERSECTION, GO SE (LEFT) 0.2 MILE EY3926'TO STATION (CROSSING FIRE TRAIL AND ALONG GROWN UP WOOD ROAD). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5755 *********************************************************************** EY5755 DESIGNATION - GORHAM EY5755 PID - EY5755 EY5755 STATE/COUNTY- NC/BEAUFORT EY5755 USGS QUAD - OLD FORD (1979) EY5755 EY5755 *CURRENT SURVEY CONTROL EY5755 ___________________________________________________________________ EY5755* NAD 83(1986)- 35 39 59.19255(N) 077 04 28.47823(W) ADJUSTED EY5755* NAVD 88 - 14.31 (+/-2cm) 46.9 (feet) VERTCON EY5755 ___________________________________________________________________ EY5755 LAPLACE CORR- -3.36 (seconds) DEFLEC99 EY5755 GEOID HEIGHT- -36.34 (meters) GEOID03 EY5755 EY5755 HORZ ORDER - SECOND EY5755 VERT ORDER - THIRD ? (See Below) EY5755 EY5755.The North Carolina HARNS have been completed but, EY5755.due to contractual restrictions, coordinates for these stations EY5755.will NOT be published in the near future. In the interim, the EY5755.published coordinates in North Carolina will not be EY5755.consistent with the Continuously Operating Reference Stations EY5755.(CORS). The HARN coordinates for these stations are available EY5755.upon request. Contact Gary Thompson(919-733-3836). EY5755. EY5755.In addition, the published North Carolina positions EY5755.(NAD 83 (1986)) are NOT consistent with those determined in EY5755.adjacent state readjustments. The discontinuity between stations EY5755.located in North Carolina and those in adjacent states EY5755.which have been adjusted to the HARN may be as much as 5 EY5755.decimeters. This will result in a significant loss of accuracy EY5755.over lines crossing such state borders. EY5755 EY5755 EY5755.The horizontal coordinates were established by classical geodetic methods EY5755.and adjusted by the National Geodetic Survey in January 1991. EY5755 EY5755.The NAVD 88 height was computed by applying the VERTCON shift value to EY5755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5755.The vertical order pertains to the NGVD 29 superseded value. EY5755 EY5755.The Laplace correction was computed from DEFLEC99 derived deflections. EY5755 EY5755.The geoid height was determined by GEOID03. EY5755 EY5755; North East Units Scale Factor Converg. EY5755;SPC NC - 214,283.706 783,903.956 MT 0.99989871 +1 06 40.7 EY5755;SPC NC - 703,029.13 2,571,858.23 sFT 0.99989871 +1 06 40.7 EY5755;UTM 18 - 3,948,935.695 312,225.834 MT 1.00003451 -1 12 35.9 EY5755 EY5755! - Elev Factor x Scale Factor = Combined Factor EY5755!SPC NC - 1.00000346 x 0.99989871 = 0.99990217 EY5755!UTM 18 - 1.00000346 x 1.00003451 = 1.00003797 EY5755 EY5755 SUPERSEDED SURVEY CONTROL EY5755 EY5755 NGVD 29 (01/18/91) 14.64 (m) 48.0 (f) LEVELING 3 EY5755 EY5755.Superseded values are not recommended for survey control. EY5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5755.See file dsdata.txt to determine how the superseded data were derived. EY5755 EY5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1222648936(NAD 83) EY5755_MARKER: DE = TRAVERSE STATION DISK EY5755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5755_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5755_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5755+STABILITY: SURFACE MOTION EY5755 EY5755 HISTORY - Date Condition Report By EY5755 HISTORY - 1980 MONUMENTED NCGS EY5755 HISTORY - 19890729 GOOD USPSQD EY5755 HISTORY - 19990216 GOOD NCDOT EY5755 EY5755 STATION DESCRIPTION EY5755 EY5755'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5755'THE STATION IS LOCATED APPROXIMATELY 8.5 MILES NORTH OF WASHINGTON EY5755'AND 2.3 MILES NORTH-NORTHWEST OF MINEOLA. EY5755' EY5755'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5755'MINEOLA, NORTH OF WASHINGTON, PROCEED NORTHERLY ALONG US 17 FOR EY5755'2.3 MILES TO A STATION ON THE RIGHT, APPROXIMATELY 250 FEET NORTHEAST EY5755'OF A WHITE FRAME HOUSE AND 0.4 MILE SOUTH OF SR 1421. EY5755' EY5755'STATION MARK IS A STANDARD DISK STAMPED---GORHAM 1980---, SET IN THE EY5755'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE EY5755'GROUND SURFACE. THE MARK IS 39.3 FEET EAST OF THE CENTERLINE OF EY5755'US 17, 57.4 FEET NORTH OF THE PROJECTION OF THE NORTH SIDE OF A WHITE EY5755'FRAME HOUSE AND 48.0 FEET NORTH-NORTHWEST OF TELEPHONE POLE 320, EY5755'37.7 FEET WEST-SOUTHWEST OF A 10 INCH PINE AND 90.5 FEET EY5755'EAST-SOUTHEAST OF AN 18 INCH PINE, ALL WITH REFERENCE TAGS. EY5755 EY5755 STATION RECOVERY (1989) EY5755 EY5755'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5755'RECOVERED IN GOOD CONDITION. EY5755 EY5755 STATION RECOVERY (1999) EY5755 EY5755'RECOVERY NOTE BY NC DOT 1999 (SRG) EY5755'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3518 *********************************************************************** EY3518 DESIGNATION - GRASS EY3518 PID - EY3518 EY3518 STATE/COUNTY- NC/BEAUFORT EY3518 USGS QUAD - SOUTH CREEK (1993) EY3518 EY3518 *CURRENT SURVEY CONTROL EY3518 ___________________________________________________________________ EY3518* NAD 83(1986)- 35 21 34.44720(N) 076 42 32.82258(W) ADJUSTED EY3518* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3518 ___________________________________________________________________ EY3518 LAPLACE CORR- -0.81 (seconds) DEFLEC99 EY3518 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3518 EY3518 HORZ ORDER - THIRD EY3518 EY3518.The North Carolina HARNS have been completed but, EY3518.due to contractual restrictions, coordinates for these stations EY3518.will NOT be published in the near future. In the interim, the EY3518.published coordinates in North Carolina will not be EY3518.consistent with the Continuously Operating Reference Stations EY3518.(CORS). The HARN coordinates for these stations are available EY3518.upon request. Contact Gary Thompson(919-733-3836). EY3518. EY3518.In addition, the published North Carolina positions EY3518.(NAD 83 (1986)) are NOT consistent with those determined in EY3518.adjacent state readjustments. The discontinuity between stations EY3518.located in North Carolina and those in adjacent states EY3518.which have been adjusted to the HARN may be as much as 5 EY3518.decimeters. This will result in a significant loss of accuracy EY3518.over lines crossing such state borders. EY3518 EY3518 EY3518.The horizontal coordinates were established by classical geodetic methods EY3518.and adjusted by the National Geodetic Survey in July 1986. EY3518 EY3518.The orthometric height was scaled from a topographic map. EY3518 EY3518.The Laplace correction was computed from DEFLEC99 derived deflections. EY3518 EY3518.The geoid height was determined by GEOID03. EY3518 EY3518; North East Units Scale Factor Converg. EY3518;SPC NC - 180,951.657 817,768.104 MT 0.99987435 +1 19 20.0 EY3518;SPC NC - 593,672.23 2,682,960.85 sFT 0.99987435 +1 19 20.0 EY3518;UTM 18 - 3,914,259.571 344,717.857 MT 0.99989716 -0 59 21.4 EY3518 EY3518! - Elev Factor x Scale Factor = Combined Factor EY3518!SPC NC - 1.00000574 x 0.99987435 = 0.99988009 EY3518!UTM 18 - 1.00000574 x 0.99989716 = 0.99990290 EY3518 EY3518: Primary Azimuth Mark Grid Az EY3518:SPC NC - BERRY 086 21 03.8 EY3518:UTM 18 - BERRY 088 39 45.2 EY3518 EY3518|---------------------------------------------------------------------| EY3518| PID Reference Object Distance Geod. Az | EY3518| dddmmss.s | EY3518| EY3509 BERRY APPROX. 1.0 KM 0874023.8 | EY3518| EY5036 GRASS RM 11.014 METERS 35139 | EY3518|---------------------------------------------------------------------| EY3518 EY3518 SUPERSEDED SURVEY CONTROL EY3518 EY3518 NAD 27 - 35 21 33.84700(N) 076 42 34.07300(W) AD( ) 3 EY3518 EY3518.Superseded values are not recommended for survey control. EY3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3518.See file dsdata.txt to determine how the superseded data were derived. EY3518 EY3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4471814260(NAD 83) EY3518_MARKER: DS = TRIANGULATION STATION DISK EY3518_SETTING: 0 = UNSPECIFIED SETTING EY3518 EY3518 HISTORY - Date Condition Report By EY3518 HISTORY - 1935 MONUMENTED CGS EY3518 HISTORY - 1948 GOOD CGS EY3518 EY3518 STATION DESCRIPTION EY3518 EY3518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3518'STATION IS ON THE N SIDE OF SOUTH CREEK, APPROXIMATELY 2 MILES EY3518'FROM INDIAN SLUE BEACON ON A POINT IN VERY MARSHY SOIL. FROM EY3518'THE STATION TREE LINE IS 40 METERS N, SHORE LINE IS 10 METERS S, EY3518'AND 25 METERS E. EY3518' EY3518'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3518'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3518' EY3518'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED EY3518'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3518 EY3518 STATION RECOVERY (1948) EY3518 EY3518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3518'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3518'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A EY3518'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY3518'ADEQUATE EXCEPT THE DISTANCE TO APPARENT SHORELINE SHOULD BE EY3518'CHANGED FROM 10 METERS S TO 4 METERS S AND FROM 25 METERS E TO 12 EY3518'METERS E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3472 *********************************************************************** EY3472 DESIGNATION - GRASSY EY3472 PID - EY3472 EY3472 STATE/COUNTY- NC/BEAUFORT EY3472 USGS QUAD - PAMLICO BEACH (1974) EY3472 EY3472 *CURRENT SURVEY CONTROL EY3472 ___________________________________________________________________ EY3472* NAD 83(1986)- 35 25 35.12044(N) 076 35 13.20161(W) ADJUSTED EY3472* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3472 ___________________________________________________________________ EY3472 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EY3472 GEOID HEIGHT- -37.28 (meters) GEOID03 EY3472 EY3472 HORZ ORDER - SECOND EY3472 EY3472.The North Carolina HARNS have been completed but, EY3472.due to contractual restrictions, coordinates for these stations EY3472.will NOT be published in the near future. In the interim, the EY3472.published coordinates in North Carolina will not be EY3472.consistent with the Continuously Operating Reference Stations EY3472.(CORS). The HARN coordinates for these stations are available EY3472.upon request. Contact Gary Thompson(919-733-3836). EY3472. EY3472.In addition, the published North Carolina positions EY3472.(NAD 83 (1986)) are NOT consistent with those determined in EY3472.adjacent state readjustments. The discontinuity between stations EY3472.located in North Carolina and those in adjacent states EY3472.which have been adjusted to the HARN may be as much as 5 EY3472.decimeters. This will result in a significant loss of accuracy EY3472.over lines crossing such state borders. EY3472 EY3472 EY3472.The horizontal coordinates were established by classical geodetic methods EY3472.and adjusted by the National Geodetic Survey in July 1986. EY3472 EY3472.The orthometric height was scaled from a topographic map. EY3472 EY3472.The Laplace correction was computed from DEFLEC99 derived deflections. EY3472 EY3472.The geoid height was determined by GEOID03. EY3472 EY3472; North East Units Scale Factor Converg. EY3472;SPC NC - 188,628.712 828,682.186 MT 0.99987722 +1 23 33.8 EY3472;SPC NC - 618,859.37 2,718,768.14 sFT 0.99987722 +1 23 33.8 EY3472;UTM 18 - 3,921,490.062 355,932.782 MT 0.99985578 -0 55 12.3 EY3472 EY3472! - Elev Factor x Scale Factor = Combined Factor EY3472!SPC NC - 1.00000574 x 0.99987722 = 0.99988296 EY3472!UTM 18 - 1.00000574 x 0.99985578 = 0.99986152 EY3472 EY3472: Primary Azimuth Mark Grid Az EY3472:SPC NC - SAND 037 07 59.7 EY3472:UTM 18 - SAND 039 26 45.8 EY3472 EY3472|---------------------------------------------------------------------| EY3472| PID Reference Object Distance Geod. Az | EY3472| dddmmss.s | EY3472| EY3461 SAND APPROX. 3.1 KM 0383133.5 | EY3472| EY5037 GRASSY RM 44.540 METERS 28800 | EY3472|---------------------------------------------------------------------| EY3472 EY3472 SUPERSEDED SURVEY CONTROL EY3472 EY3472 NAD 27 - 35 25 34.52600(N) 076 35 14.46800(W) AD( ) 2 EY3472 EY3472.Superseded values are not recommended for survey control. EY3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3472.See file dsdata.txt to determine how the superseded data were derived. EY3472 EY3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5593321490(NAD 83) EY3472_MARKER: DS = TRIANGULATION STATION DISK EY3472_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3472_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3472 EY3472 HISTORY - Date Condition Report By EY3472 HISTORY - 1914 MONUMENTED CGS EY3472 HISTORY - 1933 SEE DESCRIPTION CGS EY3472 HISTORY - 1949 SEE DESCRIPTION CGS EY3472 EY3472 STATION DESCRIPTION EY3472 EY3472'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3472'STATION IS ON THE W SIDE OF PUNGO RIVER, 2-3/4 MILES NW FROM WADE EY3472'POINT, ON GRASSY POINT, ON MARSHY GROUND WHICH EXTENDS OUT FROM EY3472'THE TREE LINE, ABOUT 15 YARDS FROM THE WATER. EY3472' EY3472'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN EY3472'CONCRETE, IN THE TOP OF TILE. EY3472' EY3472'THE REFERENCE MARK IS BACK IN THE WOODS, 44.54 METERS (146.1 EY3472'FEET) FROM THE STATION N 72 DEG 00 MIN W. EY3472 EY3472 STATION RECOVERY (1933) EY3472 EY3472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3472'THIS STATION WAS FOUND STANDING IN THE WATER 5 FEET FROM THE EY3472'EDGE OF THE MARSH. THE ENTIRE LENGTH OF THE TERRA-COTTA PIPE EY3472'WAS EXPOSED, AND THE STATION WILL NOT LAST VERY LONG. IT IS HELD EY3472'BY A 2- BY 4-INCH STAKE DRIVEN IN THE CENTER. EY3472' EY3472'THE REFERENCE MARK WAS ENTIRELY DESTROYED, THE CONCRETE AND PIPE EY3472'FOUND BROKEN, AND THE DISK REMOVED. EY3472' EY3472'A NEW STATION, MATT, WAS ESTABLISHED IN THE IMMEDIATE LOCALITY, EY3472'AND A TIE IS MADE TO THE RECOVERED STATION. EY3472 EY3472 STATION RECOVERY (1949) EY3472 EY3472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3472'STATION LOST PROBABLY BY EROSION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3452 *********************************************************************** EY3452 DESIGNATION - GRASSY POINT BEACON EY3452 PID - EY3452 EY3452 STATE/COUNTY- NC/BEAUFORT EY3452 USGS QUAD - PAMLICO BEACH (1974) EY3452 EY3452 *CURRENT SURVEY CONTROL EY3452 ___________________________________________________________________ EY3452* NAD 83(1986)- 35 25 48.34163(N) 076 34 14.62238(W) ADJUSTED EY3452* NAVD 88 - EY3452 ___________________________________________________________________ EY3452 LAPLACE CORR- -1.72 (seconds) DEFLEC99 EY3452 GEOID HEIGHT- -37.29 (meters) GEOID03 EY3452 EY3452 HORZ ORDER - THIRD EY3452 EY3452.The North Carolina HARNS have been completed but, EY3452.due to contractual restrictions, coordinates for these stations EY3452.will NOT be published in the near future. In the interim, the EY3452.published coordinates in North Carolina will not be EY3452.consistent with the Continuously Operating Reference Stations EY3452.(CORS). The HARN coordinates for these stations are available EY3452.upon request. Contact Gary Thompson(919-733-3836). EY3452. EY3452.In addition, the published North Carolina positions EY3452.(NAD 83 (1986)) are NOT consistent with those determined in EY3452.adjacent state readjustments. The discontinuity between stations EY3452.located in North Carolina and those in adjacent states EY3452.which have been adjusted to the HARN may be as much as 5 EY3452.decimeters. This will result in a significant loss of accuracy EY3452.over lines crossing such state borders. EY3452 EY3452 EY3452.The horizontal coordinates were established by classical geodetic methods EY3452.and adjusted by the National Geodetic Survey in July 1986. EY3452 EY3452 EY3452.The Laplace correction was computed from DEFLEC99 derived deflections. EY3452 EY3452.The geoid height was determined by GEOID03. EY3452 EY3452; North East Units Scale Factor Converg. EY3452;SPC NC - 189,072.036 830,149.291 MT 0.99987742 +1 24 07.6 EY3452;SPC NC - 620,313.84 2,723,581.47 sFT 0.99987742 +1 24 07.6 EY3452;UTM 18 - 3,921,873.811 357,416.546 MT 0.99985054 -0 54 38.6 EY3452 EY3452 SUPERSEDED SURVEY CONTROL EY3452 EY3452 NAD 27 - 35 25 47.73900(N) 076 34 15.88800(W) AD( ) 3 EY3452 EY3452.Superseded values are not recommended for survey control. EY3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3452.See file dsdata.txt to determine how the superseded data were derived. EY3452 EY3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5741721874(NAD 83) EY3452_MARKER: 14 = NAVIGATION LIGHT EY3452 EY3452 HISTORY - Date Condition Report By EY3452 HISTORY - 1933 FIRST OBSERVED CGS EY3452 HISTORY - 1949 GOOD CGS EY3452 EY3452 STATION DESCRIPTION EY3452 EY3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3452'STATION RECOVERED IN GOOD CONDITION. ACCORDING TO THE LIGHT LIST, EY3452'INTRACOASTAL WATERWAY OF THE UNITED STATES 1948 EDITION, THIS EY3452'LIGHT WAS LAST REBUILT IN 1928. NO DESCRIPTION AVAILABLE. A EY3452'COMPLETE DESCRIPTION FOLLOWS-- EY3452' EY3452'A 3-PILE STRUCTURE 19 FEET HIGH SURMOUNTED BY A LIGHT. EY3452' EY3452'THE 1948 LIGHT LIST NAME FOR THIS STATION IS PUNGO RIVER LIGHT 3. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3878 *********************************************************************** EY3878 DESIGNATION - GRAY EY3878 PID - EY3878 EY3878 STATE/COUNTY- NC/BEAUFORT EY3878 USGS QUAD - EDWARD (1983) EY3878 EY3878 *CURRENT SURVEY CONTROL EY3878 ___________________________________________________________________ EY3878* NAD 83(1986)- 35 19 26.01435(N) 076 52 47.33771(W) ADJUSTED EY3878* NAVD 88 - 10.409 (meters) 34.15 (feet) ADJUSTED EY3878 ___________________________________________________________________ EY3878 LAPLACE CORR- -2.41 (seconds) DEFLEC99 EY3878 GEOID HEIGHT- -37.11 (meters) GEOID03 EY3878 DYNAMIC HT - 10.400 (meters) 34.12 (feet) COMP EY3878 MODELED GRAV- 979,743.1 (mgal) NAVD 88 EY3878 EY3878 HORZ ORDER - SECOND EY3878 VERT ORDER - SECOND CLASS II EY3878 EY3878.The North Carolina HARNS have been completed but, EY3878.due to contractual restrictions, coordinates for these stations EY3878.will NOT be published in the near future. In the interim, the EY3878.published coordinates in North Carolina will not be EY3878.consistent with the Continuously Operating Reference Stations EY3878.(CORS). The HARN coordinates for these stations are available EY3878.upon request. Contact Gary Thompson(919-733-3836). EY3878. EY3878.In addition, the published North Carolina positions EY3878.(NAD 83 (1986)) are NOT consistent with those determined in EY3878.adjacent state readjustments. The discontinuity between stations EY3878.located in North Carolina and those in adjacent states EY3878.which have been adjusted to the HARN may be as much as 5 EY3878.decimeters. This will result in a significant loss of accuracy EY3878.over lines crossing such state borders. EY3878 EY3878 EY3878.The horizontal coordinates were established by classical geodetic methods EY3878.and adjusted by the National Geodetic Survey in April 1998. EY3878 EY3878.The orthometric height was determined by differential leveling EY3878.and adjusted by the National Geodetic Survey in June 1998. EY3878 EY3878.The Laplace correction was computed from DEFLEC99 derived deflections. EY3878 EY3878.The geoid height was determined by GEOID03. EY3878 EY3878.The dynamic height is computed by dividing the NAVD 88 EY3878.geopotential number by the normal gravity value computed on the EY3878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3878.degrees latitude (g = 980.6199 gals.). EY3878 EY3878.The modeled gravity was interpolated from observed gravity values. EY3878 EY3878; North East Units Scale Factor Converg. EY3878;SPC NC - 176,650.326 802,344.109 MT 0.99987338 +1 13 25.3 EY3878;SPC NC - 579,560.28 2,632,357.30 sFT 0.99987338 +1 13 25.3 EY3878;UTM 18 - 3,910,583.546 329,132.105 MT 0.99995981 -1 05 13.8 EY3878 EY3878! - Elev Factor x Scale Factor = Combined Factor EY3878!SPC NC - 1.00000419 x 0.99987338 = 0.99987757 EY3878!UTM 18 - 1.00000419 x 0.99995981 = 0.99996400 EY3878 EY3878: Primary Azimuth Mark Grid Az EY3878:SPC NC - ED 328 56 02.8 EY3878:UTM 18 - ED 331 14 41.9 EY3878 EY3878|---------------------------------------------------------------------| EY3878| PID Reference Object Distance Geod. Az | EY3878| dddmmss.s | EY3878| EY3877 ED 496.452 METERS 3300928.1 | EY3878|---------------------------------------------------------------------| EY3878 EY3878 SUPERSEDED SURVEY CONTROL EY3878 EY3878 NAD 83(1986)- 35 19 26.02545(N) 076 52 47.33308(W) AD( ) 2 EY3878 NAD 27 - 35 19 25.40849(N) 076 52 48.57209(W) AD( ) 2 EY3878 NGVD 29 (04/29/98) 10.73 (m) 35.2 (f) LEVELING 3 EY3878 EY3878.Superseded values are not recommended for survey control. EY3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3878.See file dsdata.txt to determine how the superseded data were derived. EY3878 EY3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2913210584(NAD 83) EY3878_MARKER: DE = TRAVERSE STATION DISK EY3878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3878_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3878_STAMPING: GRAY 1966 EY3878_MARK LOGO: NCGS EY3878_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3878+STABILITY: SURFACE MOTION EY3878 EY3878 HISTORY - Date Condition Report By EY3878 HISTORY - 1966 MONUMENTED NCGS EY3878 HISTORY - 19830101 GOOD NCGS EY3878 EY3878 STATION DESCRIPTION EY3878 EY3878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3878'GRAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3878'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3878' EY3878'GRAY IS 5.25 MILES WNW OF AURORA. LOCATED IN EDWARD. 0.15 EY3878'MILES SE ALONG NC 33 FROM SR 1932. 0.65 MILES NW ALONG NC 33 EY3878'FROM DURHAM CREEK BRIDGE AND ON S DITCH BANK OF NC 33. EY3878' EY3878'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3878'GRAY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3878'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3878' EY3878'MARK IS EY3878' EY3878'49.0 FT S OF C/L OF NC 33 EY3878' EY3878'37.6 FT S OF YELLOW ARROW PAINTED ON NC 33 EY3878' EY3878'7.8 FT N OF 5 INCH PINE WITH ALUMINUM REF. TAG EY3878' EY3878'13.6 FT NNW OF 6 INCH PINE WITH ALUMINUM REF. TAG EY3878' EY3878'20.4 FT NW OF 6 INCH PINE WITH ALUMINUM REF. TAG EY3878' EY3878'43.5 FT W OF 8 INCH PINE WITH ALUMINUM REF. TAG, IN YARD EY3878' EY3878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3878 EY3878 STATION RECOVERY (1983) EY3878 EY3878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3878'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) SOUTHEAST OF EDWARD. ALONG EY3878'NC 33 FOR 0.3 KM (0.20 MI) SOUTH FROM THE EDWARDS POST OFFICE, OR 0.9 EY3878'KM (0.55 MI) NORTHWEST OF THE DURHAMS CREEK BRIDGE, IN THE EDGE OF A EY3878'YARD. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 14.9 M (48.9 EY3878'FT) SOUTHWEST OF THE CENTERLINE OF NC 33, 6.1 M (20.0 FT) EY3878'SOUTH-SOUTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT, 9.0 M (29.5 EY3878'FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A PUMP HOUSE, 13.7 M EY3878'(44.9 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL 163 5, AND 1.3 M EY3878'(4.3 FT) NORTHEAST OF A 12-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9097 *********************************************************************** AF9097 DESIGNATION - GREEN AF9097 PID - AF9097 AF9097 STATE/COUNTY- NC/BEAUFORT AF9097 USGS QUAD - BELHAVEN (1974) AF9097 AF9097 *CURRENT SURVEY CONTROL AF9097 ___________________________________________________________________ AF9097* NAD 83(1986)- 35 33 54.68237(N) 076 31 26.47750(W) ADJUSTED AF9097* NAVD 88 - 1.9 (meters) 6. (feet) VERT ANG AF9097 ___________________________________________________________________ AF9097 LAPLACE CORR- -3.57 (seconds) DEFLEC99 AF9097 GEOID HEIGHT- -37.31 (meters) GEOID03 AF9097 AF9097 HORZ ORDER - SECOND AF9097 AF9097.The North Carolina HARNS have been completed but, AF9097.due to contractual restrictions, coordinates for these stations AF9097.will NOT be published in the near future. In the interim, the AF9097.published coordinates in North Carolina will not be AF9097.consistent with the Continuously Operating Reference Stations AF9097.(CORS). The HARN coordinates for these stations are available AF9097.upon request. Contact Gary Thompson(919-733-3836). AF9097. AF9097.In addition, the published North Carolina positions AF9097.(NAD 83 (1986)) are NOT consistent with those determined in AF9097.adjacent state readjustments. The discontinuity between stations AF9097.located in North Carolina and those in adjacent states AF9097.which have been adjusted to the HARN may be as much as 5 AF9097.decimeters. This will result in a significant loss of accuracy AF9097.over lines crossing such state borders. AF9097 AF9097 AF9097.The horizontal coordinates were established by classical geodetic methods AF9097.and adjusted by the National Geodetic Survey in July 1998. AF9097 AF9097.The orthometric height was determined by vertical angle observations. AF9097 AF9097.The Laplace correction was computed from DEFLEC99 derived deflections. AF9097 AF9097.The geoid height was determined by GEOID03. AF9097 AF9097; North East Units Scale Factor Converg. AF9097;SPC NC - 204,159.085 834,015.071 MT 0.99988751 +1 25 44.6 AF9097;SPC NC - 669,811.93 2,736,264.45 sFT 0.99988751 +1 25 44.6 AF9097;UTM 18 - 3,936,791.869 361,888.214 MT 0.99983506 -0 53 11.6 AF9097 AF9097! - Elev Factor x Scale Factor = Combined Factor AF9097!SPC NC - 1.00000556 x 0.99988751 = 0.99989307 AF9097!UTM 18 - 1.00000556 x 0.99983506 = 0.99984062 AF9097 AF9097 SUPERSEDED SURVEY CONTROL AF9097 AF9097.No superseded survey control is available for this station. AF9097 AF9097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6188836792(NAD 83) AF9097_MARKER: DE = TRAVERSE STATION DISK AF9097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9097_STAMPING: GREEN 1982 AF9097_MARK LOGO: NCGS AF9097_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9097+STABILITY: SURFACE MOTION AF9097 AF9097 HISTORY - Date Condition Report By AF9097 HISTORY - 1982 MONUMENTED NCGS AF9097 AF9097 STATION DESCRIPTION AF9097 AF9097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9097'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST-NORTHEAST OF BELHAVEN AF9097'AND 10.1 KM (6.25 MI) NORTHWEST OF SCRANTON. ALONG US 264 FOR 2.2 KM AF9097'(1.35 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), NEAR SR 1711. AF9097'MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 6.2 M (20.3 FT) AF9097'SOUTHEAST OF THE CENTERLINE OF US 264, 35.8 M (117.5 FT) SOUTHWEST OF AF9097'THE SOUTH END OF A CULVERT UNDER US 264--6.8 M EAST OF A MAIL BOX, AF9097'23.1 M (75.8 FT) SOUTH OF A 20-INCH MAPLE, AND 38.0 M (124.7 FT) WEST AF9097'OF A TELEPHONE PEDESTAL POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2118 *********************************************************************** EY2118 DESIGNATION - GROVE EY2118 PID - EY2118 EY2118 STATE/COUNTY- NC/BEAUFORT EY2118 USGS QUAD - WASHINGTON (1983) EY2118 EY2118 *CURRENT SURVEY CONTROL EY2118 ___________________________________________________________________ EY2118* NAD 83(1986)- 35 31 53.15348(N) 077 02 09.34204(W) ADJUSTED EY2118* NAVD 88 - 2. (meters) 7. (feet) SCALED EY2118 ___________________________________________________________________ EY2118 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2118 GEOID HEIGHT- -36.67 (meters) GEOID03 EY2118 EY2118 HORZ ORDER - THIRD EY2118 EY2118.The North Carolina HARNS have been completed but, EY2118.due to contractual restrictions, coordinates for these stations EY2118.will NOT be published in the near future. In the interim, the EY2118.published coordinates in North Carolina will not be EY2118.consistent with the Continuously Operating Reference Stations EY2118.(CORS). The HARN coordinates for these stations are available EY2118.upon request. Contact Gary Thompson(919-733-3836). EY2118. EY2118.In addition, the published North Carolina positions EY2118.(NAD 83 (1986)) are NOT consistent with those determined in EY2118.adjacent state readjustments. The discontinuity between stations EY2118.located in North Carolina and those in adjacent states EY2118.which have been adjusted to the HARN may be as much as 5 EY2118.decimeters. This will result in a significant loss of accuracy EY2118.over lines crossing such state borders. EY2118 EY2118 EY2118.The horizontal coordinates were established by classical geodetic methods EY2118.and adjusted by the National Geodetic Survey in July 1986. EY2118 EY2118.The orthometric height was scaled from a topographic map. EY2118 EY2118.The Laplace correction was computed from DEFLEC99 derived deflections. EY2118 EY2118.The geoid height was determined by GEOID03. EY2118 EY2118; North East Units Scale Factor Converg. EY2118;SPC NC - 199,377.143 787,698.600 MT 0.99988446 +1 08 01.0 EY2118;SPC NC - 654,123.18 2,584,307.82 sFT 0.99988446 +1 08 01.0 EY2118;UTM 18 - 3,933,885.739 315,414.590 MT 1.00001989 -1 11 00.6 EY2118 EY2118! - Elev Factor x Scale Factor = Combined Factor EY2118!SPC NC - 1.00000549 x 0.99988446 = 0.99988995 EY2118!UTM 18 - 1.00000549 x 1.00001989 = 1.00002538 EY2118 EY2118: Primary Azimuth Mark Grid Az EY2118:SPC NC - STIN 129 10 37.9 EY2118:UTM 18 - STIN 131 29 39.5 EY2118 EY2118|---------------------------------------------------------------------| EY2118| PID Reference Object Distance Geod. Az | EY2118| dddmmss.s | EY2118| EY4510 GROVE RM 1 25.910 METERS 00115 | EY2118| EY4511 GROVE RM 2 28.715 METERS 08528 | EY2118| EY2193 STIN APPROX. 1.5 KM 1301838.9 | EY2118| EY2134 MC WILLIAMS POINT SHOAL LIGHT APPROX. 3.0 KM 1514014.1 | EY2118| EY2190 RODMAN POINT SHOAL BEACON APPROX. 0.8 KM 1953226.3 | EY2118|---------------------------------------------------------------------| EY2118 EY2118 SUPERSEDED SURVEY CONTROL EY2118 EY2118 NAD 27 - 35 31 52.56700(N) 077 02 10.51300(W) AD( ) 3 EY2118 EY2118.Superseded values are not recommended for survey control. EY2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2118.See file dsdata.txt to determine how the superseded data were derived. EY2118 EY2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1541533886(NAD 83) EY2118_MARKER: DS = TRIANGULATION STATION DISK EY2118_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2118_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2118 EY2118 HISTORY - Date Condition Report By EY2118 HISTORY - 1933 MONUMENTED CGS EY2118 HISTORY - 1948 GOOD CGS EY2118 HISTORY - 19890618 GOOD USPSQD EY2118 HISTORY - 19890729 GOOD USPSQD EY2118 EY2118 STATION DESCRIPTION EY2118 EY2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2118'STATION IS ON A ROUNDING POINT JUST OFF THE WASHINGTON SUBURB EY2118'OF CEDAR GROVE, ON N SHORE OF PAMLICO RIVER, ABOUT 0.3 MILE EY2118'BELOW MOUTH OF RUNYAN CREEK, ABOUT 8 METERS BACK FROM TOP OF EY2118'8-FOOT BLUFF, AND SOME 18 METERS BACK FROM THE WATER LINE. IT EY2118'IS IN A LAWN, 40 METERS FROM THE CENTER OF INTERSECTION OF EY2118'PINE STREET AND RIVERSIDE DRIVE, AND ON THE PROLONGATION OF THE EY2118'CENTER LINE OF PINE STREET, AND 21.48 METERS FROM LARGE OAK EY2118'IN RANGE WITH LION. EY2118' EY2118'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2118'IN THE TOPS OF TILES. EY2118' EY2118'REFERENCE MARK NO.1 IS IN A 6-INCH TILE, BELL UP, 31.185 METERS EY2118'FROM NEAR EDGE ON CONCRETE SIDEWALK NOW USED AS ROADWAY, AND EY2118'14 METERS WESTERLY FROM PROJECTED CENTER LINE OF PINE STREET. EY2118' EY2118'REFERENCE MARK NO.2 IS IN A 6-INCH TILE, BELL DOWN, 34.56 EY2118'METERS FROM NEAR EDGE OF CONCRETE SIDEWALK, AND 23 METERS EY2118'EASTERLY FROM PROJECTED CENTER LINE OF PINE STREET. EY2118' EY2118'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS. EY2118 EY2118 STATION RECOVERY (1948) EY2118 EY2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2118'STATION AND ALL REFERENCE MARKS RECOVERED IN GOOD EY2118'CONDITION. DISTANCES TO REFERENCE MARKS MEASURED WITH A STEEL EY2118'TAPE AND CHECKED. ORIGINAL DESCRIPTION INADEQUATE, NEW EY2118'DESCRIPTION FOLLOWS-- EY2118' EY2118'STATION IS ON A ROUNDING POINT AT THE FOOT OF PINE STREET IN EY2118'WASHINGTON PARK, IN THE PARKWAY, 40 METERS SW OF THE INTERSECTION EY2118'OF PINE STREET AND RIVERSIDE DRIVE, ON THE APPROXIMATE CENTER EY2118'LINE OF PINE STREET. IT IS 21.5 METERS FROM A LARGE OAK ON RANGE EY2118'WITH LION AND 10 METERS FROM THE HIGH-WATER LINE. IT IS ABOUT EY2118'2 METERS E OF A BULKHEAD COMPOSED OF PIECES OF BROKEN CONCRETE. EY2118' EY2118'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN THE EY2118'TOP OF A TILE. IT IS STAMPED GROVE 1933 AND IS 4 INCHES BELOW EY2118'THE SURFACE OF THE GROUND. EY2118' EY2118'R.M. 1 IS 31.85 METERS FROM THE NEAR EDGE (SW) OF THE NARROW EY2118'CONCRETE ROADWAY AND 14 METERS W FROM THE PROJECTED CENTER LINE EY2118'OF PINE STREET. IT IS A BRONZE REFERENCE DISK SET IN CONCRETE EY2118'IN TOP OF A 6-INCH TILE, STAMPED GROVE NO 1 1933, AND IS 4 INCHES EY2118'BELOW THE SURFACE OF THE GROUND. EY2118' EY2118'R.M. 2 IS 34.56 METERS FROM THE NEAR EDGE (SW) OF NARROW CONCRETE EY2118'ROAD AND 23 METERS E FROM THE PROJECTED LINE OF PINE STREET. IT EY2118'IS A BRONZE REFERENCE DISK SET IN CONCRETE IN TOP OF A 6-INCH EY2118'TILE, STAMPED GROVE NO 2 1933, AND IS FLUSH WITH THE GROUND. EY2118' EY2118'TO REACH FROM THE POST OFFICE IN WASHINGTON, N.C. SET EY2118'SPEEDOMETER AT 0.0 AND PROCEED S ON NORTH MARKET STREET 0.1 MILE EY2118'TO THE INTERSECTION OF MAIN STREET, TURN LEFT ON EAST MAIN STREET EY2118'AND FOLLOW ACROSS RUNYAN CREEK AT 1.1 MILES, TURN RIGHT AT E EY2118'END OF BRIDGE AND FOLLOW ROADWAY ALONG SHORE TO THE INTERSECTION EY2118'OF PINE STREET AND RIVERSIDE DRIVE. EY2118 EY2118 STATION RECOVERY (1989) EY2118 EY2118'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW) EY2118'RECOVERED IN GOOD CONDITION. EY2118 EY2118 STATION RECOVERY (1989) EY2118 EY2118'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2118'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3772 *********************************************************************** EY3772 DESIGNATION - GULF EY3772 PID - EY3772 EY3772 STATE/COUNTY- NC/BEAUFORT EY3772 USGS QUAD - BATH (1993) EY3772 EY3772 *CURRENT SURVEY CONTROL EY3772 ___________________________________________________________________ EY3772* NAD 83(1986)- 35 23 18.30690(N) 076 47 35.04533(W) ADJUSTED EY3772* NAVD 88 - 3.3 (meters) 11. (feet) VERTCON EY3772 ___________________________________________________________________ EY3772 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EY3772 GEOID HEIGHT- -37.16 (meters) GEOID03 EY3772 EY3772 HORZ ORDER - SECOND EY3772 EY3772.The North Carolina HARNS have been completed but, EY3772.due to contractual restrictions, coordinates for these stations EY3772.will NOT be published in the near future. In the interim, the EY3772.published coordinates in North Carolina will not be EY3772.consistent with the Continuously Operating Reference Stations EY3772.(CORS). The HARN coordinates for these stations are available EY3772.upon request. Contact Gary Thompson(919-733-3836). EY3772. EY3772.In addition, the published North Carolina positions EY3772.(NAD 83 (1986)) are NOT consistent with those determined in EY3772.adjacent state readjustments. The discontinuity between stations EY3772.located in North Carolina and those in adjacent states EY3772.which have been adjusted to the HARN may be as much as 5 EY3772.decimeters. This will result in a significant loss of accuracy EY3772.over lines crossing such state borders. EY3772 EY3772 EY3772.The horizontal coordinates were established by classical geodetic methods EY3772.and adjusted by the National Geodetic Survey in July 1986. EY3772 EY3772.The NAVD 88 height was computed by applying the VERTCON shift value to EY3772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3772 EY3772.The Laplace correction was computed from DEFLEC99 derived deflections. EY3772 EY3772.The geoid height was determined by GEOID03. EY3772 EY3772; North East Units Scale Factor Converg. EY3772;SPC NC - 183,978.473 810,069.840 MT 0.99987542 +1 16 25.6 EY3772;SPC NC - 603,602.71 2,657,704.13 sFT 0.99987542 +1 16 25.6 EY3772;UTM 18 - 3,917,594.595 337,147.681 MT 0.99992684 -1 02 19.0 EY3772 EY3772! - Elev Factor x Scale Factor = Combined Factor EY3772!SPC NC - 1.00000532 x 0.99987542 = 0.99988074 EY3772!UTM 18 - 1.00000532 x 0.99992684 = 0.99993216 EY3772 EY3772: Primary Azimuth Mark Grid Az EY3772:SPC NC - TEXAS 108 36 08.9 EY3772:UTM 18 - TEXAS 110 54 53.5 EY3772 EY3772|---------------------------------------------------------------------| EY3772| PID Reference Object Distance Geod. Az | EY3772| dddmmss.s | EY3772| EY3781 TEXAS APPROX. 1.5 KM 1095234.5 | EY3772|---------------------------------------------------------------------| EY3772 EY3772 SUPERSEDED SURVEY CONTROL EY3772 EY3772 NAD 27 - 35 23 17.70141(N) 076 47 36.28830(W) AD( ) 2 EY3772 NGVD 29 (07/19/86) 3.6 (m) 12. (f) VERT ANG EY3772 EY3772.Superseded values are not recommended for survey control. EY3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3772.See file dsdata.txt to determine how the superseded data were derived. EY3772 EY3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3714817595(NAD 83) EY3772_MARKER: DE = TRAVERSE STATION DISK EY3772_SETTING: 0 = UNSPECIFIED SETTING EY3772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3772 EY3772 HISTORY - Date Condition Report By EY3772 HISTORY - 1966 MONUMENTED NCGS EY3772 HISTORY - 19830101 MARK NOT FOUND NCGS EY3772 HISTORY - 1985 MARK NOT FOUND LOCSUR EY3772 EY3772 STATION DESCRIPTION EY3772 EY3772'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3772'GULF IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3772'THE VICINITY OF AURORA, NORTH CAROLINA. EY3772' EY3772'GULF IS 5.7 MILES N OF AURORA. LOCATED ON THE SOUTH SIDE OF EY3772'PAMLICO RIVER. AT THE TEXAS GULF SULPHUR PLANT. AT THE CENTER EY3772'OF THE W END OF THE AIRPLANE RUNWAY. EY3772' EY3772'STATION MARK IS A N.C. BRASS TRAVERSE DISK, SET IN A DRILLED HOLE EY3772'IN CONCRETE, STAMPED GULF 1966, THE TOP OF WHICH IS FLUSH WITH EY3772'THE SURFACE OF THE GROUND. EY3772' EY3772'MARK IS EY3772' EY3772'3.6 FT E OF W END OF CONCRETE RUNWAY EY3772' EY3772'20.4 FT SE OF N BLUE LIGHT OF 5 LIGHTS EY3772' EY3772'14.7 FT E OF S PURPLE LIGHT OF 5 LIGHTS EY3772' EY3772'97.5 FT W OF LIGHT AT END OF ASPHALT RUNWAY EY3772' EY3772'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3772 EY3772 STATION RECOVERY (1983) EY3772 EY3772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3772'ACCORDING TO AUTHORITIES AT TEXAS GULF, THE STATION, ALONG WITH A EY3772'SECTION OF THE RUNWAY, HAS SUNK INTO THE GROUND. THE STATION SHOULD EY3772'BE CONSIDERED DESTROYED. EY3772 EY3772 STATION RECOVERY (1985) EY3772 EY3772'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (EGM) EY3772'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2119 *********************************************************************** EY2119 DESIGNATION - HACKNEY HOUSE CHIMNEY EY2119 PID - EY2119 EY2119 STATE/COUNTY- NC/BEAUFORT EY2119 USGS QUAD - WASHINGTON (1983) EY2119 EY2119 *CURRENT SURVEY CONTROL EY2119 ___________________________________________________________________ EY2119* NAD 83(1986)- 35 32 46.33567(N) 077 03 54.76123(W) ADJUSTED EY2119* NAVD 88 - EY2119 ___________________________________________________________________ EY2119 LAPLACE CORR- -2.20 (seconds) DEFLEC99 EY2119 GEOID HEIGHT- -36.61 (meters) GEOID03 EY2119 EY2119 HORZ ORDER - THIRD EY2119 EY2119.The North Carolina HARNS have been completed but, EY2119.due to contractual restrictions, coordinates for these stations EY2119.will NOT be published in the near future. In the interim, the EY2119.published coordinates in North Carolina will not be EY2119.consistent with the Continuously Operating Reference Stations EY2119.(CORS). The HARN coordinates for these stations are available EY2119.upon request. Contact Gary Thompson(919-733-3836). EY2119. EY2119.In addition, the published North Carolina positions EY2119.(NAD 83 (1986)) are NOT consistent with those determined in EY2119.adjacent state readjustments. The discontinuity between stations EY2119.located in North Carolina and those in adjacent states EY2119.which have been adjusted to the HARN may be as much as 5 EY2119.decimeters. This will result in a significant loss of accuracy EY2119.over lines crossing such state borders. EY2119 EY2119 EY2119.The horizontal coordinates were established by classical geodetic methods EY2119.and adjusted by the National Geodetic Survey in July 1986. EY2119 EY2119 EY2119.The Laplace correction was computed from DEFLEC99 derived deflections. EY2119 EY2119.The geoid height was determined by GEOID03. EY2119 EY2119; North East Units Scale Factor Converg. EY2119;SPC NC - 200,963.552 785,011.676 MT 0.99988575 +1 07 00.1 EY2119;SPC NC - 659,327.92 2,575,492.47 sFT 0.99988575 +1 07 00.1 EY2119;UTM 18 - 3,935,579.735 312,793.641 MT 1.00003189 -1 12 03.5 EY2119 EY2119 SUPERSEDED SURVEY CONTROL EY2119 EY2119 NAD 27 - 35 32 45.76200(N) 077 03 55.93200(W) AD( ) 3 EY2119 EY2119.Superseded values are not recommended for survey control. EY2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2119.See file dsdata.txt to determine how the superseded data were derived. EY2119 EY2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1279435580(NAD 83) EY2119_MARKER: 85 = CHIMNEY EY2119 EY2119 HISTORY - Date Condition Report By EY2119 HISTORY - 1914 FIRST OBSERVED CGS EY2119 HISTORY - 1948 GOOD CGS EY2119 HISTORY - 1983 GOOD USPSQD EY2119 HISTORY - 1985 SEE DESCRIPTION USPSQD EY2119 HISTORY - 19980207 GOOD USPSQD EY2119 HISTORY - 20030307 GOOD USPSQD EY2119 EY2119 STATION DESCRIPTION EY2119 EY2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2119'THERE ARE FIVE CHIMNEYS ON THIS HOUSE AND THE STATION IS THE EY2119'CENTER OF THE CHIMNEY WHICH IS IN THE MIDDLE OF THE S SIDE OF EY2119'THE BUILDING. THE HOUSE IS AT PRESENT OWNED BY MRS. LEE KNOTT. EY2119 EY2119 STATION RECOVERY (1983) EY2119 EY2119'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2119'STATION RECOVERED GOOD. EY2119' EY2119'ORIGINAL DESCRIPTION INADEQUATE. THE HOUSE, AT 731 W. MAIN ST., HAS EY2119'FIVE CHIMNEYS. THE STATION IS THE CENTER OF THE CHIMNEY WHICH IS EY2119'IN THE MIDDLE OF THE S SIDE OF THE BUILDING. THE HOUSE IS EY2119'PRESENTLY OWNED BY DR. FRANK STALLINGS. (IT FORMERLY WAS OWNED BY EY2119'MRS MARSHA KNOTT, NOT BY MRS LEE KNOTT AS STATED IN THE 1948 EY2119'RECOVERY). EY2119 EY2119 STATION RECOVERY (1985) EY2119 EY2119'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2119'RECOVERED AS DESCRIBED. EY2119 EY2119 STATION RECOVERY (1998) EY2119 EY2119'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2119'RECOVERED IN GOOD CONDITION. EY2119 EY2119 STATION RECOVERY (2003) EY2119 EY2119'RECOVERY NOTE BY US POWER SQUADRON 2003 EY2119'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4269 *********************************************************************** EY4269 DESIGNATION - HADDOCK EY4269 PID - EY4269 EY4269 STATE/COUNTY- NC/BEAUFORT EY4269 USGS QUAD - HACKNEY (1983) EY4269 EY4269 *CURRENT SURVEY CONTROL EY4269 ___________________________________________________________________ EY4269* NAD 83(1986)- 35 28 11.57194(N) 077 07 09.69656(W) ADJUSTED EY4269* NAVD 88 - 18.06 (+/-2cm) 59.3 (feet) VERTCON EY4269 ___________________________________________________________________ EY4269 LAPLACE CORR- -2.45 (seconds) DEFLEC99 EY4269 GEOID HEIGHT- -36.63 (meters) GEOID03 EY4269 EY4269 HORZ ORDER - SECOND EY4269 VERT ORDER - THIRD ? (See Below) EY4269 EY4269.The North Carolina HARNS have been completed but, EY4269.due to contractual restrictions, coordinates for these stations EY4269.will NOT be published in the near future. In the interim, the EY4269.published coordinates in North Carolina will not be EY4269.consistent with the Continuously Operating Reference Stations EY4269.(CORS). The HARN coordinates for these stations are available EY4269.upon request. Contact Gary Thompson(919-733-3836). EY4269. EY4269.In addition, the published North Carolina positions EY4269.(NAD 83 (1986)) are NOT consistent with those determined in EY4269.adjacent state readjustments. The discontinuity between stations EY4269.located in North Carolina and those in adjacent states EY4269.which have been adjusted to the HARN may be as much as 5 EY4269.decimeters. This will result in a significant loss of accuracy EY4269.over lines crossing such state borders. EY4269 EY4269 EY4269.The horizontal coordinates were established by classical geodetic methods EY4269.and adjusted by the National Geodetic Survey in October 1990. EY4269 EY4269.The NAVD 88 height was computed by applying the VERTCON shift value to EY4269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4269.The vertical order pertains to the NGVD 29 superseded value. EY4269 EY4269.The Laplace correction was computed from DEFLEC99 derived deflections. EY4269 EY4269.The geoid height was determined by GEOID03. EY4269 EY4269; North East Units Scale Factor Converg. EY4269;SPC NC - 192,403.665 780,263.475 MT 0.99987981 +1 05 07.6 EY4269;SPC NC - 631,244.36 2,559,914.42 sFT 0.99987981 +1 05 07.6 EY4269;UTM 18 - 3,927,217.431 307,702.490 MT 1.00005571 -1 13 48.7 EY4269 EY4269! - Elev Factor x Scale Factor = Combined Factor EY4269!SPC NC - 1.00000292 x 0.99987981 = 0.99988273 EY4269!UTM 18 - 1.00000292 x 1.00005571 = 1.00005863 EY4269 EY4269 SUPERSEDED SURVEY CONTROL EY4269 EY4269 NGVD 29 (10/26/90) 18.39 (m) 60.3 (f) LEVELING 3 EY4269 EY4269.Superseded values are not recommended for survey control. EY4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4269.See file dsdata.txt to determine how the superseded data were derived. EY4269 EY4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0770227217(NAD 83) EY4269_MARKER: DE = TRAVERSE STATION DISK EY4269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4269_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4269_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4269+STABILITY: SURFACE MOTION EY4269 EY4269 HISTORY - Date Condition Report By EY4269 HISTORY - 1979 MONUMENTED NCGS EY4269 EY4269 STATION DESCRIPTION EY4269 EY4269'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4269'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH-SOUTHWEST OF EY4269'CHOCOWINITY AND 5.3 MILES NORTH-NORTHEAST OF WILMAR. EY4269' EY4269'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 33 IN CHOCOWINITY, EY4269'PROCEED SOUTHERLY ALONG US 17 FOR 3.15 MILES TO SR 1152 CROSSROAD AND EY4269'STATION. EY4269' EY4269'STATION MARK IS A STANDARD DISK STAMPED---HADDOCK 1979---SET IN TOP EY4269'OF 10 INCH CONCRETE CYLINER, FLUSH WITH THE GROUND SURFACE. THE EY4269'MARK IS 42.0 FEET WEST-NORTHWEST OF CENTERLINE OF US 17, 24.2 FEET EY4269'SOUTH-SOUTHWEST OF CENTERLINE OF SR 1152, 40.9 FEET EAST-SOUTHEAST OF EY4269'EAST RAIL OF MAIN TRACK, 52.3 FEET SOUTHEAST OF CENTERLINE OF RAILROAD EY4269'CROSSING, 17.6 FEET NORTH-NORTHWEST OF NORTH SIDE OF NORTH TELEPHONE EY4269'JUNCTION BOX AND 10.7 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3519 *********************************************************************** EY3519 DESIGNATION - HALL EY3519 PID - EY3519 EY3519 STATE/COUNTY- NC/BEAUFORT EY3519 USGS QUAD - SOUTH CREEK (1993) EY3519 EY3519 *CURRENT SURVEY CONTROL EY3519 ___________________________________________________________________ EY3519* NAD 83(1986)- 35 22 30.22229(N) 076 43 32.17240(W) ADJUSTED EY3519* NAVD 88 - 1.375 (meters) 4.51 (feet) ADJUSTED EY3519 ___________________________________________________________________ EY3519 LAPLACE CORR- -0.92 (seconds) DEFLEC99 EY3519 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3519 DYNAMIC HT - 1.373 (meters) 4.50 (feet) COMP EY3519 MODELED GRAV- 979,752.9 (mgal) NAVD 88 EY3519 EY3519 HORZ ORDER - SECOND EY3519 VERT ORDER - SECOND CLASS II EY3519 EY3519.The North Carolina HARNS have been completed but, EY3519.due to contractual restrictions, coordinates for these stations EY3519.will NOT be published in the near future. In the interim, the EY3519.published coordinates in North Carolina will not be EY3519.consistent with the Continuously Operating Reference Stations EY3519.(CORS). The HARN coordinates for these stations are available EY3519.upon request. Contact Gary Thompson(919-733-3836). EY3519. EY3519.In addition, the published North Carolina positions EY3519.(NAD 83 (1986)) are NOT consistent with those determined in EY3519.adjacent state readjustments. The discontinuity between stations EY3519.located in North Carolina and those in adjacent states EY3519.which have been adjusted to the HARN may be as much as 5 EY3519.decimeters. This will result in a significant loss of accuracy EY3519.over lines crossing such state borders. EY3519 EY3519 EY3519.The horizontal coordinates were established by classical geodetic methods EY3519.and adjusted by the National Geodetic Survey in July 1986. EY3519 EY3519.The orthometric height was determined by differential leveling EY3519.and adjusted by the National Geodetic Survey in June 1998. EY3519 EY3519.The Laplace correction was computed from DEFLEC99 derived deflections. EY3519 EY3519.The geoid height was determined by GEOID03. EY3519 EY3519.The dynamic height is computed by dividing the NAVD 88 EY3519.geopotential number by the normal gravity value computed on the EY3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3519.degrees latitude (g = 980.6199 gals.). EY3519 EY3519.The modeled gravity was interpolated from observed gravity values. EY3519 EY3519; North East Units Scale Factor Converg. EY3519;SPC NC - 182,635.460 816,230.945 MT 0.99987490 +1 18 45.8 EY3519;SPC NC - 599,196.51 2,677,917.69 sFT 0.99987490 +1 18 45.8 EY3519;UTM 18 - 3,916,004.050 343,249.830 MT 0.99990280 -0 59 57.1 EY3519 EY3519! - Elev Factor x Scale Factor = Combined Factor EY3519!SPC NC - 1.00000563 x 0.99987490 = 0.99988053 EY3519!UTM 18 - 1.00000563 x 0.99990280 = 0.99990843 EY3519 EY3519: Primary Azimuth Mark Grid Az EY3519:SPC NC - FERRY 279 57 13.4 EY3519:UTM 18 - FERRY 282 15 56.3 EY3519 EY3519|---------------------------------------------------------------------| EY3519| PID Reference Object Distance Geod. Az | EY3519| dddmmss.s | EY3519| EY3771 FERRY APPROX. 2.2 KM 2811559.2 | EY3519|---------------------------------------------------------------------| EY3519 EY3519 SUPERSEDED SURVEY CONTROL EY3519 EY3519 NAD 27 - 35 22 29.60879(N) 076 43 33.42411(W) AD( ) 2 EY3519 NGVD 29 (04/29/98) 1.72 (m) 5.6 (f) LEVELING 3 EY3519 EY3519.Superseded values are not recommended for survey control. EY3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3519.See file dsdata.txt to determine how the superseded data were derived. EY3519 EY3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4325016004(NAD 83) EY3519_MARKER: DE = TRAVERSE STATION DISK EY3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3519_STAMPING: HALL 1969 EY3519_MARK LOGO: NCGS EY3519_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3519+STABILITY: SURFACE MOTION EY3519 EY3519 HISTORY - Date Condition Report By EY3519 HISTORY - 1969 MONUMENTED NCGS EY3519 HISTORY - 19830101 GOOD NCGS EY3519 EY3519 STATION DESCRIPTION EY3519 EY3519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3519'HALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3519'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3519' EY3519'HALL IS LOCATED APPROXIMATELY 5.7 MILES NNE OF AURORA. TO EY3519'REACH STATION PROCEED FROM THE INTERSECTION OF FERRY CROSSING EY3519'LANE AND SR 1946 ON THE SOUTH SIDE OF PAMLICO RIVER, GO EAST EY3519'ON SR 1946 FOR 1.2 MILES TO DIRT ROAD ON LEFT LEADING TO EY3519'PAMLICO RIVER, GO 0.4 MILE ON DIRT ROAD TO STATION AT THE END EY3519'OF THE ROAD, AND ON THE LEFT SIDE. EY3519' EY3519'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3519'HALL 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS EY3519'FLUSH WITH THE SURFACE ON THE GROUND. EY3519' EY3519'MARK IS EY3519' EY3519'23.0 FT W OF C/L OF DIRT ROAD EY3519' EY3519'20.3 FT SE OF S EDGE OF CONCRETE WALL EY3519' EY3519'52.3 FT W OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EY3519' EY3519'69.6 FT SW OF SW CORNER OF HOUSE EY3519' EY3519'84.3 FT N OF TP WITH ALUMINUM REF. TAG EY3519' EY3519'5.3 FT E OF SCRUB LINE EY3519 EY3519 STATION RECOVERY (1983) EY3519 EY3519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3519'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) NORTHEAST OF AURORA. PROCEED EY3519'ALONG NC 306 FOR 11.85 KM (7.35 MI) NORTHEAST FROM NC 33 TO THE FERRY EY3519'LOADING DOCK, THENCE SOUTHEAST ALONG SR 1004 FOR 1.95 KM (1.20 MI) TO EY3519'A DIRT DRIVEWAY, THENCE NORTHEAST ALONG THIS DRIVE FOR 0.70 KM (0.45 EY3519'MI) TO A SHARP CURVE AND SHORELINE AND STATION, ON A SMALL DITCH BANK EY3519'AT THE EAST EDGE OF A YARD. MARK IS FLUSH WITH GROUND. LOCATED 7.0 M EY3519'(23.0 FT) WEST OF THE CENTERLINE OF THE DIRT DRIVE, 6.2 M (20.3 FT) EY3519'SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE WALL, 21.2 M (69.6 FT) EY3519'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 15.2 M (49.9 FT) WEST OF EY3519'A POWER POLE WITH A TRANSFORMER, AND 27.2 M (89.2 FT) NORTH OF A POWER EY3519'POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4111 *********************************************************************** EY4111 DESIGNATION - HAMILTON EY4111 PID - EY4111 EY4111 STATE/COUNTY- NC/BEAUFORT EY4111 USGS QUAD - BUNYAN (1974) EY4111 EY4111 *CURRENT SURVEY CONTROL EY4111 ___________________________________________________________________ EY4111* NAD 83(1986)- 35 31 30.21405(N) 076 52 51.57495(W) ADJUSTED EY4111* NAVD 88 - 7.735 (meters) 25.38 (feet) ADJUSTED EY4111 ___________________________________________________________________ EY4111 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EY4111 GEOID HEIGHT- -36.87 (meters) GEOID03 EY4111 DYNAMIC HT - 7.728 (meters) 25.35 (feet) COMP EY4111 MODELED GRAV- 979,762.0 (mgal) NAVD 88 EY4111 EY4111 HORZ ORDER - SECOND EY4111 VERT ORDER - SECOND CLASS II EY4111 EY4111.The North Carolina HARNS have been completed but, EY4111.due to contractual restrictions, coordinates for these stations EY4111.will NOT be published in the near future. In the interim, the EY4111.published coordinates in North Carolina will not be EY4111.consistent with the Continuously Operating Reference Stations EY4111.(CORS). The HARN coordinates for these stations are available EY4111.upon request. Contact Gary Thompson(919-733-3836). EY4111. EY4111.In addition, the published North Carolina positions EY4111.(NAD 83 (1986)) are NOT consistent with those determined in EY4111.adjacent state readjustments. The discontinuity between stations EY4111.located in North Carolina and those in adjacent states EY4111.which have been adjusted to the HARN may be as much as 5 EY4111.decimeters. This will result in a significant loss of accuracy EY4111.over lines crossing such state borders. EY4111 EY4111 EY4111.The horizontal coordinates were established by classical geodetic methods EY4111.and adjusted by the National Geodetic Survey in July 1998. EY4111 EY4111.The orthometric height was determined by differential leveling EY4111.and adjusted by the National Geodetic Survey in June 1991. EY4111 EY4111.The Laplace correction was computed from DEFLEC99 derived deflections. EY4111 EY4111.The geoid height was determined by GEOID03. EY4111 EY4111.The dynamic height is computed by dividing the NAVD 88 EY4111.geopotential number by the normal gravity value computed on the EY4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4111.degrees latitude (g = 980.6199 gals.). EY4111 EY4111.The modeled gravity was interpolated from observed gravity values. EY4111 EY4111; North East Units Scale Factor Converg. EY4111;SPC NC - 198,959.330 801,760.799 MT 0.99988393 +1 13 22.9 EY4111;SPC NC - 652,752.40 2,630,443.55 sFT 0.99988393 +1 13 22.9 EY4111;UTM 18 - 3,932,899.731 329,449.875 MT 0.99995846 -1 05 35.6 EY4111 EY4111! - Elev Factor x Scale Factor = Combined Factor EY4111!SPC NC - 1.00000457 x 0.99988393 = 0.99988850 EY4111!UTM 18 - 1.00000457 x 0.99995846 = 0.99996303 EY4111 EY4111 SUPERSEDED SURVEY CONTROL EY4111 EY4111 NAVD 88 (07/14/98) 7.74 (m) 25.4 (f) LEVELING 3 EY4111 EY4111.Superseded values are not recommended for survey control. EY4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4111.See file dsdata.txt to determine how the superseded data were derived. EY4111 EY4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2945032900(NAD 83) EY4111_MARKER: DE = TRAVERSE STATION DISK EY4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4111_SP_SET: D EY4111_STAMPING: HAMILTON 1982 EY4111_MARK LOGO: NCGS EY4111_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4111+STABILITY: SURFACE MOTION EY4111 EY4111 HISTORY - Date Condition Report By EY4111 HISTORY - 1982 MONUMENTED NCGS EY4111 HISTORY - 19840601 GOOD NCGS EY4111 EY4111 STATION DESCRIPTION EY4111 EY4111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4111'16.3 KM (10.1 MI) EAST FROM WASHINGTON. EY4111'THE STATION IS LOCATED ABOUT 16.3 KM (10.1 MI) EAST OF WASHINGTON AND EY4111'21.1 KM (13.1 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 7.3 KM EY4111'(4.55 MI) EAST FROM THE INTERSECTION WITH NC 32, OR 2.6 KM (1.6 MI) EY4111'EAST FROM THE INTERSECTION WITH NC 92, AND 0.3 KM (0.2 MI) EAST FROM EY4111'THE INTERSECTION WITH SR 1600, IN THE NORTH SHOULDER, ON THE WEST EY4111'SIDE OF A PAVED DRIVE TO THE 1-STORY BRICK HAMILTON RESIDENCE. THE EY4111'STATION IS A STANDARD NCGS DISK STAMPED---HAMILTON 1982---, SET INTO EY4111'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 CM EY4111'BELOW GROUND. LOCATED 7.6 METERS (25.0 FT) NORTH OF THE CENTERLINE EY4111'OF US 264, 2.5 METERS (8.2 FT) SOUTHEAST OF THE NORTH END OF A EY4111'HIGHWAY CULVERT, 5.8 METERS (19.0 FT) SOUTHWEST OF THE WEST END OF A EY4111'CULVERT UNDER AN ASPHALT DRIVE, 6.6 METERS (21.6 FT) WEST OF THE EY4111'CENTERLINE OF AN ASPHALT DRIVE, 7.8 METERS (25.5 FT) SOUTHWEST OF A EY4111'PROPERTY IRON, AND 7.8 METERS (25.6 FT) SOUTHEAST OF A RIGHT-OF-WAY EY4111'MARKER. EY4111 EY4111 STATION RECOVERY (1984) EY4111 EY4111'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4111'STATION IS LOCATED ABOUT 16.3 KM (10.10 MI) EAST OF WASHINGTON AND EY4111'21.1 KM (13.10 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 7.3 KM EY4111'(4.55 MI) EAST FROM NC 32, OR 2.6 KM (1.60 MI) EAST FROM NC 92, AND EY4111'0.3 KM (0.20 MI) EAST FROM SR 1600, IN THE NORTH SHOULDER, ON THE WEST EY4111'SIDE OF A PAVED DRIVE TO THE 1-STORY BRICK HAMILTON RESIDENCE. MARK IS EY4111'RECESSED 1 INCH BELOW GROUND. LOCATED 7.6 M (24.9 FT) NORTH OF THE EY4111'CENTERLINE OF US 264, 2.5 M (8.2 FT) SOUTHEAST OF THE NORTH END OF A EY4111'HIGHWAY CULVERT, 5.8 M (19.0 FT) SOUTHWEST OF THE WEST END OF A EY4111'CULVERT UNDER AN ASPHALT DRIVE, 6.6 M (21.7 FT) WEST OF THE CENTERLINE EY4111'OF AN ASPHALT DRIVE, 7.8 M (25.6 FT) SOUTHWEST OF A PROPERTY IRON, AND EY4111'7.8 M (25.6 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4271 *********************************************************************** EY4271 DESIGNATION - HARRIS EY4271 PID - EY4271 EY4271 STATE/COUNTY- NC/BEAUFORT EY4271 USGS QUAD - WASHINGTON (1983) EY4271 EY4271 *CURRENT SURVEY CONTROL EY4271 ___________________________________________________________________ EY4271* NAD 83(1986)- 35 32 33.37759(N) 077 03 23.05480(W) ADJUSTED EY4271* NAVD 88 - 2.81 (+/-2cm) 9.2 (feet) VERTCON EY4271 ___________________________________________________________________ EY4271 LAPLACE CORR- -2.02 (seconds) DEFLEC99 EY4271 GEOID HEIGHT- -36.63 (meters) GEOID03 EY4271 EY4271 HORZ ORDER - SECOND EY4271 VERT ORDER - THIRD ? (See Below) EY4271 EY4271.The North Carolina HARNS have been completed but, EY4271.due to contractual restrictions, coordinates for these stations EY4271.will NOT be published in the near future. In the interim, the EY4271.published coordinates in North Carolina will not be EY4271.consistent with the Continuously Operating Reference Stations EY4271.(CORS). The HARN coordinates for these stations are available EY4271.upon request. Contact Gary Thompson(919-733-3836). EY4271. EY4271.In addition, the published North Carolina positions EY4271.(NAD 83 (1986)) are NOT consistent with those determined in EY4271.adjacent state readjustments. The discontinuity between stations EY4271.located in North Carolina and those in adjacent states EY4271.which have been adjusted to the HARN may be as much as 5 EY4271.decimeters. This will result in a significant loss of accuracy EY4271.over lines crossing such state borders. EY4271 EY4271 EY4271.The horizontal coordinates were established by classical geodetic methods EY4271.and adjusted by the National Geodetic Survey in October 1990. EY4271 EY4271.The NAVD 88 height was computed by applying the VERTCON shift value to EY4271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4271.The vertical order pertains to the NGVD 29 superseded value. EY4271 EY4271.The Laplace correction was computed from DEFLEC99 derived deflections. EY4271 EY4271.The geoid height was determined by GEOID03. EY4271 EY4271; North East Units Scale Factor Converg. EY4271;SPC NC - 200,579.909 785,817.876 MT 0.99988543 +1 07 18.4 EY4271;SPC NC - 658,069.25 2,578,137.48 sFT 0.99988543 +1 07 18.4 EY4271;UTM 18 - 3,935,163.744 313,583.783 MT 1.00002826 -1 11 44.7 EY4271 EY4271! - Elev Factor x Scale Factor = Combined Factor EY4271!SPC NC - 1.00000531 x 0.99988543 = 0.99989074 EY4271!UTM 18 - 1.00000531 x 1.00002826 = 1.00003357 EY4271 EY4271 SUPERSEDED SURVEY CONTROL EY4271 EY4271 NGVD 29 (10/26/90) 3.14 (m) 10.3 (f) LEVELING 3 EY4271 EY4271.Superseded values are not recommended for survey control. EY4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4271.See file dsdata.txt to determine how the superseded data were derived. EY4271 EY4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1358435164(NAD 83) EY4271_MARKER: DE = TRAVERSE STATION DISK EY4271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4271_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4271_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4271+STABILITY: SURFACE MOTION EY4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY4271+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004 EY4271 EY4271 HISTORY - Date Condition Report By EY4271 HISTORY - 1979 MONUMENTED NCGS EY4271 HISTORY - 19980207 GOOD USPSQD EY4271 HISTORY - 20030517 GOOD USPSQD EY4271 HISTORY - 20040624 GOOD USPSQD EY4271 EY4271 STATION DESCRIPTION EY4271 EY4271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4271'THE STATION IS LOCATED IN WASHINGTON. EY4271' EY4271'TO REACH STATION FROM INTERSECTION OF US 17 WITH US 264 IN WASHINGTON, EY4271'PROCEED SOUTH ALONG US 17 FOR 0.35 MILE TO MAIN STREET THENCE EAST EY4271'ALONG MAIN STREET FOR 0.3 MILE TO STATION ON THE RIGHT AT THE RIVER EY4271'TOWN MALL BUILDING (OLD BELKS STORE). EY4271' EY4271'STATION MARK IS A STANDARD DISK STAMPED---HARRIS 1979---SET IN EY4271'DRILLED HOLE IN CONCRETE SIDEWALK. THE MARK IS 10.8 FEET EY4271'SOUTH-SOUTHWEST OF CURB OF MAIN STREET, 6.7 FEET SOUTH-SOUTHEAST OF EY4271'FIRE HYDRANT, 7.6 FEET NORTHEAST OF NORTHWEST CORNER OF RIVER TOWN EY4271'MALL BUILDING AND 10.1 FEET SOUTHWEST OF METAL TRAFFIC SIGNAL POST. EY4271 EY4271 STATION RECOVERY (1998) EY4271 EY4271'RECOVERY NOTE BY US POWER SQUADRON 1998 EY4271'RECOVERED IN GOOD CONDITION. EY4271 EY4271 STATION RECOVERY (2003) EY4271 EY4271'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY4271'MARK IS AT THE JUNCTION OF MAIN STREET AND UNION DRIVE ON SIDEWALK EY4271 EY4271 STATION RECOVERY (2004) EY4271 EY4271'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4271'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2121 *********************************************************************** EY2121 DESIGNATION - HARVEY EY2121 PID - EY2121 EY2121 STATE/COUNTY- NC/BEAUFORT EY2121 USGS QUAD - WASHINGTON (1983) EY2121 EY2121 *CURRENT SURVEY CONTROL EY2121 ___________________________________________________________________ EY2121* NAD 83(1986)- 35 32 26.20707(N) 077 03 06.16037(W) ADJUSTED EY2121* NAVD 88 - 3.7 (meters) 12. (feet) VERTCON EY2121 ___________________________________________________________________ EY2121 LAPLACE CORR- -1.92 (seconds) DEFLEC99 EY2121 GEOID HEIGHT- -36.64 (meters) GEOID03 EY2121 EY2121 HORZ ORDER - SECOND EY2121 EY2121.The North Carolina HARNS have been completed but, EY2121.due to contractual restrictions, coordinates for these stations EY2121.will NOT be published in the near future. In the interim, the EY2121.published coordinates in North Carolina will not be EY2121.consistent with the Continuously Operating Reference Stations EY2121.(CORS). The HARN coordinates for these stations are available EY2121.upon request. Contact Gary Thompson(919-733-3836). EY2121. EY2121.In addition, the published North Carolina positions EY2121.(NAD 83 (1986)) are NOT consistent with those determined in EY2121.adjacent state readjustments. The discontinuity between stations EY2121.located in North Carolina and those in adjacent states EY2121.which have been adjusted to the HARN may be as much as 5 EY2121.decimeters. This will result in a significant loss of accuracy EY2121.over lines crossing such state borders. EY2121 EY2121 EY2121.The horizontal coordinates were established by classical geodetic methods EY2121.and adjusted by the National Geodetic Survey in July 1986. EY2121 EY2121.The NAVD 88 height was computed by applying the VERTCON shift value to EY2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2121 EY2121.The Laplace correction was computed from DEFLEC99 derived deflections. EY2121 EY2121.The geoid height was determined by GEOID03. EY2121 EY2121; North East Units Scale Factor Converg. EY2121;SPC NC - 200,367.325 786,247.641 MT 0.99988526 +1 07 28.2 EY2121;SPC NC - 657,371.80 2,579,547.47 sFT 0.99988526 +1 07 28.2 EY2121;UTM 18 - 3,934,933.923 314,004.660 MT 1.00002632 -1 11 34.7 EY2121 EY2121! - Elev Factor x Scale Factor = Combined Factor EY2121!SPC NC - 1.00000518 x 0.99988526 = 0.99989043 EY2121!UTM 18 - 1.00000518 x 1.00002632 = 1.00003150 EY2121 EY2121: Primary Azimuth Mark Grid Az EY2121:SPC NC - ARMORY 118 36 37.7 EY2121:UTM 18 - ARMORY 120 55 40.6 EY2121 EY2121|---------------------------------------------------------------------| EY2121| PID Reference Object Distance Geod. Az | EY2121| dddmmss.s | EY2121| EY2154 SAM APPROX. 0.6 KM 0290454.0 | EY2121| EY2093 ARMORY APPROX. 0.7 KM 1194405.9 | EY2121| EY2100 BELK 479.788 METERS 2972742.1 | EY2121|---------------------------------------------------------------------| EY2121 EY2121 SUPERSEDED SURVEY CONTROL EY2121 EY2121 NAD 27 - 35 32 25.61872(N) 077 03 07.33470(W) AD( ) 2 EY2121 NGVD 29 (07/19/86) 4.0 (m) 13. (f) VERT ANG EY2121 EY2121.Superseded values are not recommended for survey control. EY2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2121.See file dsdata.txt to determine how the superseded data were derived. EY2121 EY2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1400534934(NAD 83) EY2121_MARKER: DE = TRAVERSE STATION DISK EY2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2121_STAMPING: HARVEY 1965 EY2121_MARK LOGO: NCGS EY2121_MAGNETIC: N = NO MAGNETIC MATERIAL EY2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2121+STABILITY: SURFACE MOTION EY2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY2121+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 EY2121 EY2121 HISTORY - Date Condition Report By EY2121 HISTORY - 1965 MONUMENTED NCGS EY2121 HISTORY - 1979 GOOD NCGS EY2121 HISTORY - 20030307 GOOD USPSQD EY2121 EY2121 STATION DESCRIPTION EY2121 EY2121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2121'HARVEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2121'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2121' EY2121'HARVEY IS 0.6 MILES ESE OF WASHINGTON. LOCATED 0.65 MILES EY2121'SE ALONG W MAIN ST. FROM U.S. 17 AND U.S. 264. 0.55 MILES EY2121'NW OF BRIDGE OVER JACK CREEK ON E MAIN ST.. AND IN THE NW EY2121'QUADRANT OF SIDEWALK OF E. MAIN ST. AND HARVEY STREET. EY2121' EY2121'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2121'HARVEY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2121'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2121' EY2121'MARK IS 17.7 FT SW OF BRACE POLE WITH ALUMINUM REF. TAG EY2121' EY2121'6.6 FT W OF HARVEY ST. CURB EY2121' EY2121'2.8 FT N OF MAIN ST. CURB EY2121' EY2121'64.2 FT E OF JOSEPHUS DANIELS SIGN POST EY2121' EY2121'7.6 FT E OF STREET MARKER POST EY2121' EY2121'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2121 EY2121 STATION RECOVERY (1979) EY2121 EY2121'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2121'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EY2121'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS IN THE SIDEWALK EY2121'AND 21.4 FEET SOUTH-SOUTHWEST OF A 24 INCH ELM WITH ALUMINUM TAG. EY2121 EY2121 STATION RECOVERY (2003) EY2121 EY2121'RECOVERY NOTE BY US POWER SQUADRON 2003 EY2121'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9129 *********************************************************************** AF9129 DESIGNATION - HASSEL AF9129 PID - AF9129 AF9129 STATE/COUNTY- NC/BEAUFORT AF9129 USGS QUAD - HOKE (1978) AF9129 AF9129 *CURRENT SURVEY CONTROL AF9129 ___________________________________________________________________ AF9129* NAD 83(1986)- 35 39 56.33367(N) 076 47 24.53671(W) ADJUSTED AF9129* NAVD 88 - 11.8 (meters) 39. (feet) VERT ANG AF9129 ___________________________________________________________________ AF9129 LAPLACE CORR- -2.53 (seconds) DEFLEC99 AF9129 GEOID HEIGHT- -36.79 (meters) GEOID03 AF9129 AF9129 HORZ ORDER - SECOND AF9129 AF9129.The North Carolina HARNS have been completed but, AF9129.due to contractual restrictions, coordinates for these stations AF9129.will NOT be published in the near future. In the interim, the AF9129.published coordinates in North Carolina will not be AF9129.consistent with the Continuously Operating Reference Stations AF9129.(CORS). The HARN coordinates for these stations are available AF9129.upon request. Contact Gary Thompson(919-733-3836). AF9129. AF9129.In addition, the published North Carolina positions AF9129.(NAD 83 (1986)) are NOT consistent with those determined in AF9129.adjacent state readjustments. The discontinuity between stations AF9129.located in North Carolina and those in adjacent states AF9129.which have been adjusted to the HARN may be as much as 5 AF9129.decimeters. This will result in a significant loss of accuracy AF9129.over lines crossing such state borders. AF9129 AF9129 AF9129.The horizontal coordinates were established by classical geodetic methods AF9129.and adjusted by the National Geodetic Survey in July 1998. AF9129 AF9129.The orthometric height was determined by vertical angle observations. AF9129 AF9129.The Laplace correction was computed from DEFLEC99 derived deflections. AF9129 AF9129.The geoid height was determined by GEOID03. AF9129 AF9129; North East Units Scale Factor Converg. AF9129;SPC NC - 214,731.919 809,650.368 MT 0.99989861 +1 16 31.7 AF9129;SPC NC - 704,499.64 2,656,327.92 sFT 0.99989861 +1 16 31.7 AF9129;UTM 18 - 3,948,341.105 337,971.316 MT 0.99992352 -1 02 38.3 AF9129 AF9129! - Elev Factor x Scale Factor = Combined Factor AF9129!SPC NC - 1.00000392 x 0.99989861 = 0.99990253 AF9129!UTM 18 - 1.00000392 x 0.99992352 = 0.99992744 AF9129 AF9129 SUPERSEDED SURVEY CONTROL AF9129 AF9129.No superseded survey control is available for this station. AF9129 AF9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3797148341(NAD 83) AF9129_MARKER: DE = TRAVERSE STATION DISK AF9129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9129_STAMPING: HASSEL 1983 AF9129_MARK LOGO: NCGS AF9129_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9129+STABILITY: SURFACE MOTION AF9129 AF9129 HISTORY - Date Condition Report By AF9129 HISTORY - 1983 MONUMENTED NCGS AF9129 AF9129 STATION DESCRIPTION AF9129 AF9129'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9129'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTHEAST OF PINETOWN AND AF9129'27.4 KM (17.00 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 16.0 AF9129'KM (9.95 MI) SOUTH FROM NC 45 AND NC 99, IN THE RIGHT SHOULDER, ON THE AF9129'PROLONGATION OF A FARM PATH RUNNING EASTERLY. MARK IS RECESSED 6 AF9129'INCHES BELOW GROUND. LOCATED 5.3 M (17.4 FT) NORTHWEST OF THE AF9129'CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) EAST OF A PROPERTY IRON AF9129'PROJECTING 24 INCHES ABOVE THE GROUND--AND 17.7 M (58.1 FT) NORTHWEST AF9129'OF A TELEPHONE POLE WITH A PEDESTAL, 19.8 M (65.0 FT) WEST OF A AF9129'24-INCH PINE, AND 33.0 M (108.3 FT) NORTH OF A POWER POLE WITH A AF9129'TRANSFORMER--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2189 *********************************************************************** EY2189 DESIGNATION - HAVENS EY2189 PID - EY2189 EY2189 STATE/COUNTY- NC/BEAUFORT EY2189 USGS QUAD - WASHINGTON (1983) EY2189 EY2189 *CURRENT SURVEY CONTROL EY2189 ___________________________________________________________________ EY2189* NAD 83(1986)- 35 32 30.94016(N) 077 03 25.25985(W) ADJUSTED EY2189* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2189 ___________________________________________________________________ EY2189 LAPLACE CORR- -2.02 (seconds) DEFLEC99 EY2189 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2189 EY2189 HORZ ORDER - THIRD EY2189 EY2189.The North Carolina HARNS have been completed but, EY2189.due to contractual restrictions, coordinates for these stations EY2189.will NOT be published in the near future. In the interim, the EY2189.published coordinates in North Carolina will not be EY2189.consistent with the Continuously Operating Reference Stations EY2189.(CORS). The HARN coordinates for these stations are available EY2189.upon request. Contact Gary Thompson(919-733-3836). EY2189. EY2189.In addition, the published North Carolina positions EY2189.(NAD 83 (1986)) are NOT consistent with those determined in EY2189.adjacent state readjustments. The discontinuity between stations EY2189.located in North Carolina and those in adjacent states EY2189.which have been adjusted to the HARN may be as much as 5 EY2189.decimeters. This will result in a significant loss of accuracy EY2189.over lines crossing such state borders. EY2189 EY2189 EY2189.The horizontal coordinates were established by classical geodetic methods EY2189.and adjusted by the National Geodetic Survey in July 1986. EY2189 EY2189.The orthometric height was scaled from a topographic map. EY2189 EY2189.The Laplace correction was computed from DEFLEC99 derived deflections. EY2189 EY2189.The geoid height was determined by GEOID03. EY2189 EY2189; North East Units Scale Factor Converg. EY2189;SPC NC - 200,503.724 785,763.820 MT 0.99988537 +1 07 17.2 EY2189;SPC NC - 657,819.30 2,577,960.13 sFT 0.99988537 +1 07 17.2 EY2189;UTM 18 - 3,935,089.797 313,526.682 MT 1.00002852 -1 11 45.9 EY2189 EY2189! - Elev Factor x Scale Factor = Combined Factor EY2189!SPC NC - 1.00000580 x 0.99988537 = 0.99989117 EY2189!UTM 18 - 1.00000580 x 1.00002852 = 1.00003432 EY2189 EY2189 SUPERSEDED SURVEY CONTROL EY2189 EY2189 NAD 27 - 35 32 30.36400(N) 077 03 26.43000(W) AD( ) 3 EY2189 EY2189.Superseded values are not recommended for survey control. EY2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2189.See file dsdata.txt to determine how the superseded data were derived. EY2189 EY2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1352735090(NAD 83) EY2189_MARKER: 94 = ROOFTOP VENTILATOR EY2189_MARK LOGO: CGS EY2189 EY2189 HISTORY - Date Condition Report By EY2189 HISTORY - 1914 FIRST OBSERVED CGS EY2189 HISTORY - 1948 SEE DESCRIPTION CGS EY2189 EY2189 STATION DESCRIPTION EY2189 EY2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2189'STATION IS LOCATED ON TOP OF HAVENS GRIST-MILL AT THE W END OF EY2189'WATER STREET, WASHINGTON, N.C. EY2189' EY2189'STATION IS THE CENTER OF THE IRON ROD SUPPORTING AN ORNAMENTAL EY2189'STAR CROWNING A VENTILATOR ON TOP OF THE CUPOLA. EY2189' EY2189'STATION WAS NOT OCCUPIED, NOR WERE ANY REFERENCES ESTABLISHED. EY2189 EY2189 STATION RECOVERY (1948) EY2189 EY2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2189'STATION IS LOST AS A NEW TYPE VENTILATOR HAS BEEN INSTALLED WHICH EY2189'DOES NOT HAVE AN ORNAMENTAL STAR CROWNING. THE POSITION OF THE NEW EY2189'VENTILATOR IS DESCRIBED AS WASHINGTON, VENTILATOR 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5895 *********************************************************************** AE5895 DESIGNATION - HERBERT AE5895 PID - AE5895 AE5895 STATE/COUNTY- NC/BEAUFORT AE5895 USGS QUAD - BLOUNTS BAY (1993) AE5895 AE5895 *CURRENT SURVEY CONTROL AE5895 ___________________________________________________________________ AE5895* NAD 83(1986)- 35 23 41.88527(N) 076 59 42.88939(W) ADJUSTED AE5895* NAVD 88 - 10.069 (meters) 33.03 (feet) ADJUSTED AE5895 ___________________________________________________________________ AE5895 LAPLACE CORR- -2.20 (seconds) DEFLEC99 AE5895 GEOID HEIGHT- -36.85 (meters) GEOID03 AE5895 DYNAMIC HT - 10.060 (meters) 33.01 (feet) COMP AE5895 MODELED GRAV- 979,753.3 (mgal) NAVD 88 AE5895 AE5895 HORZ ORDER - SECOND AE5895 VERT ORDER - SECOND CLASS II AE5895 AE5895.The North Carolina HARNS have been completed but, AE5895.due to contractual restrictions, coordinates for these stations AE5895.will NOT be published in the near future. In the interim, the AE5895.published coordinates in North Carolina will not be AE5895.consistent with the Continuously Operating Reference Stations AE5895.(CORS). The HARN coordinates for these stations are available AE5895.upon request. Contact Gary Thompson(919-733-3836). AE5895. AE5895.In addition, the published North Carolina positions AE5895.(NAD 83 (1986)) are NOT consistent with those determined in AE5895.adjacent state readjustments. The discontinuity between stations AE5895.located in North Carolina and those in adjacent states AE5895.which have been adjusted to the HARN may be as much as 5 AE5895.decimeters. This will result in a significant loss of accuracy AE5895.over lines crossing such state borders. AE5895 AE5895 AE5895.The horizontal coordinates were established by classical geodetic methods AE5895.and adjusted by the National Geodetic Survey in April 1998. AE5895 AE5895.The orthometric height was determined by differential leveling AE5895.and adjusted by the National Geodetic Survey in June 1998. AE5895 AE5895.The Laplace correction was computed from DEFLEC99 derived deflections. AE5895 AE5895.The geoid height was determined by GEOID03. AE5895 AE5895.The dynamic height is computed by dividing the NAVD 88 AE5895.geopotential number by the normal gravity value computed on the AE5895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5895.degrees latitude (g = 980.6199 gals.). AE5895 AE5895.The modeled gravity was interpolated from observed gravity values. AE5895 AE5895; North East Units Scale Factor Converg. AE5895;SPC NC - 184,315.306 791,692.690 MT 0.99987570 +1 09 25.5 AE5895;SPC NC - 604,707.80 2,597,411.77 sFT 0.99987570 +1 09 25.5 AE5895;UTM 18 - 3,918,672.837 318,797.450 MT 1.00000465 -1 09 21.5 AE5895 AE5895! - Elev Factor x Scale Factor = Combined Factor AE5895!SPC NC - 1.00000420 x 0.99987570 = 0.99987990 AE5895!UTM 18 - 1.00000420 x 1.00000465 = 1.00000885 AE5895 AE5895 SUPERSEDED SURVEY CONTROL AE5895 AE5895 NGVD 29 (04/29/98) 10.39 (m) 34.1 (f) LEVELING 3 AE5895 AE5895.Superseded values are not recommended for survey control. AE5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5895.See file dsdata.txt to determine how the superseded data were derived. AE5895 AE5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1879718673(NAD 83) AE5895_MARKER: DH = HORIZONTAL CONTROL DISK AE5895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5895_STAMPING: HERBERT 1983 AE5895_MARK LOGO: NCGS AE5895_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5895+STABILITY: SURFACE MOTION AE5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5895+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 AE5895 AE5895 HISTORY - Date Condition Report By AE5895 HISTORY - 1983 MONUMENTED NCGS AE5895 HISTORY - 19900510 GOOD NCGS AE5895 AE5895 STATION DESCRIPTION AE5895 AE5895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5895'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) NORTHWEST OF COXS AE5895'CROSSROADS, 16.7 KM (10.35 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC 33 AE5895'FOR 5.2 KM (3.25 MI) NORTH FROM THE BLOUNTS CREEK POST AT COXS AE5895'CROSSROADS, AT SR 1114, ON THE PROLONGATION OF THE SOUTH SIDE OF A AE5895'TWO-STORY FRAME HOUSE. MARK IS RECESSED 4 INCHES BELOW GROUND. AE5895'LOCATED 11.4 M (37.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE AE5895'HIGHWAY, 31.1 M (102.0 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF AE5895'US 17 AND SR 1114, 26.6 M (87.3 FT) EAST OF THE SOUTH END OF A AE5895'DRIVEWAY CULVERT, 19.1 M (62.7 FT) EAST-NORTHEAST OF A 24-INCH PINE, AE5895'AND 5.8 M (19.0 FT) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AE5895'AND A REFERENCE TAG. AE5895 AE5895 STATION RECOVERY (1990) AE5895 AE5895'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5895'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3520 *********************************************************************** EY3520 DESIGNATION - HICK EY3520 PID - EY3520 EY3520 STATE/COUNTY- NC/BEAUFORT EY3520 USGS QUAD - SOUTH CREEK (1993) EY3520 EY3520 *CURRENT SURVEY CONTROL EY3520 ___________________________________________________________________ EY3520* NAD 83(1986)- 35 21 44.94585(N) 076 41 34.15130(W) ADJUSTED EY3520* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3520 ___________________________________________________________________ EY3520 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3520 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3520 EY3520 HORZ ORDER - THIRD EY3520 EY3520.The North Carolina HARNS have been completed but, EY3520.due to contractual restrictions, coordinates for these stations EY3520.will NOT be published in the near future. In the interim, the EY3520.published coordinates in North Carolina will not be EY3520.consistent with the Continuously Operating Reference Stations EY3520.(CORS). The HARN coordinates for these stations are available EY3520.upon request. Contact Gary Thompson(919-733-3836). EY3520. EY3520.In addition, the published North Carolina positions EY3520.(NAD 83 (1986)) are NOT consistent with those determined in EY3520.adjacent state readjustments. The discontinuity between stations EY3520.located in North Carolina and those in adjacent states EY3520.which have been adjusted to the HARN may be as much as 5 EY3520.decimeters. This will result in a significant loss of accuracy EY3520.over lines crossing such state borders. EY3520 EY3520 EY3520.The horizontal coordinates were established by classical geodetic methods EY3520.and adjusted by the National Geodetic Survey in July 1986. EY3520 EY3520.The orthometric height was scaled from a topographic map. EY3520 EY3520.The Laplace correction was computed from DEFLEC99 derived deflections. EY3520 EY3520.The geoid height was determined by GEOID03. EY3520 EY3520; North East Units Scale Factor Converg. EY3520;SPC NC - 181,309.381 819,241.241 MT 0.99987445 +1 19 53.9 EY3520;SPC NC - 594,845.86 2,687,793.97 sFT 0.99987445 +1 19 53.9 EY3520;UTM 18 - 3,914,557.594 346,204.253 MT 0.99989150 -0 58 47.7 EY3520 EY3520! - Elev Factor x Scale Factor = Combined Factor EY3520!SPC NC - 1.00000590 x 0.99987445 = 0.99988035 EY3520!UTM 18 - 1.00000590 x 0.99989150 = 0.99989740 EY3520 EY3520: Primary Azimuth Mark Grid Az EY3520:SPC NC - INDIAN SLUE BEACON 097 10 52.3 EY3520:UTM 18 - INDIAN SLUE BEACON 099 29 33.9 EY3520 EY3520|---------------------------------------------------------------------| EY3520| PID Reference Object Distance Geod. Az | EY3520| dddmmss.s | EY3520| EY3548 INDIAN SLUE BEACON APPROX. 1.4 KM 0983046.2 | EY3520|---------------------------------------------------------------------| EY3520 EY3520 SUPERSEDED SURVEY CONTROL EY3520 EY3520 NAD 27 - 35 21 44.34500(N) 076 41 35.40300(W) AD( ) 3 EY3520 EY3520.Superseded values are not recommended for survey control. EY3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3520.See file dsdata.txt to determine how the superseded data were derived. EY3520 EY3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4620414558(NAD 83) EY3520_MARKER: DS = TRIANGULATION STATION DISK EY3520_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY3520_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3520_STAMPING: HICK 1933 EY3520_MARK LOGO: CGS EY3520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3520 EY3520 HISTORY - Date Condition Report By EY3520 HISTORY - 1933 MONUMENTED CGS EY3520 HISTORY - 1935 SEE DESCRIPTION CGS EY3520 EY3520 STATION DESCRIPTION EY3520 EY3520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3520'STATION IS LOCATED ON HICKORY POINT, JUST SW OF INDIAN ISLAND, EY3520'ON EXTREME END OF POINT, AND IN EDGE OF PINES. THE GROUND IS EY3520'LOW AND MARSHY NEAR THE WATERS EDGE. THE STATION IS 2 FEET EY3520'ABOVE WATER. EY3520' EY3520'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY3520'AT THE CENTER OF THE TOP OF TILES. EY3520'STATION MARK IS STAMPED HICK, 1933. STATION NOT EY3520'OCCUPIED. REFERENCE MARK IS 16.6 METERS W OF THE STATION. EY3520' EY3520'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS. EY3520 EY3520 STATION RECOVERY (1935) EY3520 EY3520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RJS) EY3520'STATION AND REFERENCE MARK HAVE BEEN DESTROYED BY EY3520'EROSION. BOTH MARKS FOUND LYING IN THE WATER ABOUT 20 FEET EY3520'FROM SHORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3522 *********************************************************************** EY3522 DESIGNATION - HICKORY EY3522 PID - EY3522 EY3522 STATE/COUNTY- NC/BEAUFORT EY3522 USGS QUAD - SOUTH CREEK (1993) EY3522 EY3522 *CURRENT SURVEY CONTROL EY3522 ___________________________________________________________________ EY3522* NAD 83(1986)- 35 21 45.48892(N) 076 41 34.13060(W) ADJUSTED EY3522* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3522 ___________________________________________________________________ EY3522 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3522 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3522 EY3522 HORZ ORDER - THIRD EY3522 EY3522.The North Carolina HARNS have been completed but, EY3522.due to contractual restrictions, coordinates for these stations EY3522.will NOT be published in the near future. In the interim, the EY3522.published coordinates in North Carolina will not be EY3522.consistent with the Continuously Operating Reference Stations EY3522.(CORS). The HARN coordinates for these stations are available EY3522.upon request. Contact Gary Thompson(919-733-3836). EY3522. EY3522.In addition, the published North Carolina positions EY3522.(NAD 83 (1986)) are NOT consistent with those determined in EY3522.adjacent state readjustments. The discontinuity between stations EY3522.located in North Carolina and those in adjacent states EY3522.which have been adjusted to the HARN may be as much as 5 EY3522.decimeters. This will result in a significant loss of accuracy EY3522.over lines crossing such state borders. EY3522 EY3522 EY3522.The horizontal coordinates were established by classical geodetic methods EY3522.and adjusted by the National Geodetic Survey in July 1986. EY3522 EY3522.The orthometric height was scaled from a topographic map. EY3522 EY3522.The Laplace correction was computed from DEFLEC99 derived deflections. EY3522 EY3522.The geoid height was determined by GEOID03. EY3522 EY3522; North East Units Scale Factor Converg. EY3522;SPC NC - 181,326.123 819,241.375 MT 0.99987446 +1 19 53.9 EY3522;SPC NC - 594,900.79 2,687,794.41 sFT 0.99987446 +1 19 53.9 EY3522;UTM 18 - 3,914,574.317 346,205.061 MT 0.99989149 -0 58 47.7 EY3522 EY3522! - Elev Factor x Scale Factor = Combined Factor EY3522!SPC NC - 1.00000590 x 0.99987446 = 0.99988036 EY3522!UTM 18 - 1.00000590 x 0.99989149 = 0.99989739 EY3522 EY3522: Primary Azimuth Mark Grid Az EY3522:SPC NC - DUCK BLIND C 108 26 36.0 EY3522:UTM 18 - DUCK BLIND C 110 45 17.6 EY3522 EY3522|---------------------------------------------------------------------| EY3522| PID Reference Object Distance Geod. Az | EY3522| dddmmss.s | EY3522| EY3547 INDIAN ISLAND SLUE LIGHT APPROX. 1.4 KM 0990751.8 | EY3522| EY3515 DUCK BLIND B APPROX. 0.9 KM 1041723.5 | EY3522| EY3516 DUCK BLIND C 482.301 METERS 1094629.9 | EY3522| EY5078 HICKORY RM 21.180 METERS 24530 | EY3522|---------------------------------------------------------------------| EY3522 EY3522 SUPERSEDED SURVEY CONTROL EY3522 EY3522 NAD 27 - 35 21 44.88700(N) 076 41 35.38100(W) AD( ) 3 EY3522 EY3522.Superseded values are not recommended for survey control. EY3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3522.See file dsdata.txt to determine how the superseded data were derived. EY3522 EY3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4620514574(NAD 83) EY3522_MARKER: DS = TRIANGULATION STATION DISK EY3522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3522_SP_SET: PREFABRICATED CONCRETE POST EY3522 EY3522 HISTORY - Date Condition Report By EY3522 HISTORY - 1914 MONUMENTED CGS EY3522 HISTORY - 1933 MARK NOT FOUND CGS EY3522 EY3522 STATION DESCRIPTION EY3522 EY3522'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3522'STATION IS ON THE S SIDE OF PAMLICO RIVER, AT THE N SIDE OF EY3522'THE ENTRANCE TO SOUTH CREEK, ON HICKORY POINT AT THE EXTREME EASTERN EY3522'END, ON THE MARGIN OF MARSH GRASS BETWEEN THE WOODS AND THE WATER. EY3522' EY3522'THE STATION MARK IS A BRONZE TABLET BOLTED TO THE TOP OF A EY3522'1-INCH GALVANIZED-IRON PIPE, ABOUT 5 FEET LONG, DRIVEN DOWN EY3522'TO ABOUT 8 INCHES ABOVE GROUND. EY3522' EY3522'A BLAZE ON A PINE TREE IS 21.18 METERS, (69.5 FEET) FROM EY3522'THE STATION S 65 DEG 30 MIN W. EY3522 EY3522 STATION RECOVERY (1933) EY3522 EY3522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3522'THE STATION IS LOST. IT WAS WASHED OUT, OR RUSTED OFF. THE EY3522'WITNESS TREE WAS NOT FOUND. THE POINT HAS BEEN ERODING EY3522'CONSIDERABLY. A NEW STATION, HICK, WAS INSTALLED ON THE SAME EY3522'POINT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3454 *********************************************************************** EY3454 DESIGNATION - HIGGS EY3454 PID - EY3454 EY3454 STATE/COUNTY- NC/BEAUFORT EY3454 USGS QUAD - PAMLICO BEACH (1974) EY3454 EY3454 *CURRENT SURVEY CONTROL EY3454 ___________________________________________________________________ EY3454* NAD 83(1986)- 35 23 23.20297(N) 076 35 45.17420(W) ADJUSTED EY3454* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3454 ___________________________________________________________________ EY3454 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3454 GEOID HEIGHT- -37.28 (meters) GEOID03 EY3454 EY3454 HORZ ORDER - SECOND EY3454 EY3454.The North Carolina HARNS have been completed but, EY3454.due to contractual restrictions, coordinates for these stations EY3454.will NOT be published in the near future. In the interim, the EY3454.published coordinates in North Carolina will not be EY3454.consistent with the Continuously Operating Reference Stations EY3454.(CORS). The HARN coordinates for these stations are available EY3454.upon request. Contact Gary Thompson(919-733-3836). EY3454. EY3454.In addition, the published North Carolina positions EY3454.(NAD 83 (1986)) are NOT consistent with those determined in EY3454.adjacent state readjustments. The discontinuity between stations EY3454.located in North Carolina and those in adjacent states EY3454.which have been adjusted to the HARN may be as much as 5 EY3454.decimeters. This will result in a significant loss of accuracy EY3454.over lines crossing such state borders. EY3454 EY3454 EY3454.The horizontal coordinates were established by classical geodetic methods EY3454.and adjusted by the National Geodetic Survey in July 1986. EY3454 EY3454.The orthometric height was scaled from a topographic map. EY3454 EY3454.The Laplace correction was computed from DEFLEC99 derived deflections. EY3454 EY3454.The geoid height was determined by GEOID03. EY3454 EY3454; North East Units Scale Factor Converg. EY3454;SPC NC - 184,545.290 827,974.433 MT 0.99987548 +1 23 15.3 EY3454;SPC NC - 605,462.34 2,716,446.12 sFT 0.99987548 +1 23 15.3 EY3454;UTM 18 - 3,917,438.599 355,060.865 MT 0.99985889 -0 55 27.8 EY3454 EY3454! - Elev Factor x Scale Factor = Combined Factor EY3454!SPC NC - 1.00000559 x 0.99987548 = 0.99988107 EY3454!UTM 18 - 1.00000559 x 0.99985889 = 0.99986448 EY3454 EY3454: Primary Azimuth Mark Grid Az EY3454:SPC NC - HIGGS RM 3 AZIMUTH 096 25 41.3 EY3454:UTM 18 - HIGGS RM 3 AZIMUTH 098 44 24.4 EY3454 EY3454|---------------------------------------------------------------------| EY3454| PID Reference Object Distance Geod. Az | EY3454| dddmmss.s | EY3454| EY5081 HIGGS RM 2 30.233 METERS 05441 | EY3454| EY5084 HIGGS RM 5 11.101 METERS 05623 | EY3454| EY3442 ABEL BAY BEACON APPROX. 7.8 KM 0920220.6 | EY3454| EY5082 HIGGS RM 3 AZIMUTH 0974856.6 | EY3454| EY3462 SHORE 167.147 METERS 10828 | EY3454| EY3481 CAT APPROX. 6.8 KM 1650558.8 | EY3454| EY3479 BEC APPROX. 5.6 KM 1800833.9 | EY3454| EY3492 GOOSE CREEK BEACON APPROX. 5.6 KM 1805435.8 | EY3454| EY3511 BUX APPROX. 5.4 KM 2332628.3 | EY3454| EY3548 INDIAN SLUE BEACON APPROX. 8.1 KM 2461917.1 | EY3454| EY5080 HIGGS RM 1 40.167 METERS 28824 | EY3454| EY5083 HIGGS RM 4 16.069 METERS 33734 | EY3454|---------------------------------------------------------------------| EY3454 EY3454 SUPERSEDED SURVEY CONTROL EY3454 EY3454 NAD 27 - 35 23 22.60200(N) 076 35 46.43500(W) AD( ) 2 EY3454 EY3454.Superseded values are not recommended for survey control. EY3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3454.See file dsdata.txt to determine how the superseded data were derived. EY3454 EY3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5506117439(NAD 83) EY3454_MARKER: DS = TRIANGULATION STATION DISK EY3454_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3454_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3454 EY3454 HISTORY - Date Condition Report By EY3454 HISTORY - 1933 MONUMENTED CGS EY3454 HISTORY - 1935 GOOD CGS EY3454 HISTORY - 1949 GOOD CGS EY3454 EY3454 STATION DESCRIPTION EY3454 EY3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3454'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON ADAMS POINT, EY3454'ABOUT 3/4 MILE W OF THE MOUTH OF THE PUNGO RIVER, ON A HIGH BANK, EY3454'ON A LOT OWNED BY G.S. EMORY, AND ABOUT 250 FEET N OF HIS EY3454'RESIDENCE. THE BANK IS SUBJECT TO SEVERE WAVE ACTION. AND THERE EY3454'ARE A NUMBER OF RESIDENCES AND PINES ON THE BLUFF. STATION MARK EY3454'IS APPROXIMATELY 150 YARDS FROM THE TOP OF THE BLUFF, AND 10 EY3454'YARDS S OF A WELL-TRAVELED ROAD. EY3454' EY3454'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3454'CONCRETE, IN THE TOPS OF TILES. EY3454'UNDERGROUND MARK IS A STANDARD DISK IN A BLOCK OF CONCRETE. EY3454' EY3454'REFERENCE MARK NO. 1 IS W OF THE STATION, IN THE PINES. EY3454' EY3454'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION, IN AN EY3454'OPEN FIELD. EY3454' EY3454'REFERENCE MARK NO. 3 (AZIMUTH MARK), E OF THE STATION, 5 YARDS N EY3454'OF THE ROAD, BEYOND THE OUTLET OF A SWAMP, AND WITNESSED BY EY3454'THREE BLAZED 18-INCH PINES. EY3454' EY3454'THE OLD REFERENCE MARK FOR ADAMS IS LOCATED BY A TRAVERSE. EY3454' EY3454'HEIGHT OF SIGNAL ABOVE STATION MARK - 20.3 METERS. EY3454 EY3454 STATION RECOVERY (1935) EY3454 EY3454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3454'STATION RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION AND FOUND EY3454'IN GOOD CONDITION. REFERENCE MARKS WERE CUT IN AGAIN AND EY3454'REMEASURED AND WERE FOUND TO CHECK CLOSELY WITH THE ORIGINAL. IN EY3454'ADDITION, THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE EY3454'MARK NO. 2 WAS MEASURED AND FOUND TO BE 62.950 METERS. THE EY3454'DISTANCE TO THE AZIMUTH MARK IS NEARER 0.15 MILE THAN 1/4 MILE EY3454'AS ORIGINALLY GIVEN. EY3454' EY3454'TO REACH THIS STATION FROM BELHAVEN, SET 0.0 MILE AT THE BANK EY3454'BUILDING. GO W ON ROUTE 264 TOWARDS WASHINGTON AND AT 0.9 MILE TURN EY3454'LEFT ONTO RANSOMVILLE ROAD. AT 4.4 MILES KEEP LEFT, AT 6.5 MILES EY3454'TURN LEFT AT CROSSROADS, AT 9.1 MILES KEEP STRAIGHT AT EY3454'WINSTEADVILLE, AT 15.4 MILES KEEP LEFT, AT 15.8 MILES TURN LEFT EY3454'AT 2-STORY SHINGLED HOUSE, AT 16.1 MILES REACH STATION ON RIGHT EY3454'JUST BEYOND SIGN C.S. EMORY FOR FISHING. EY3454' EY3454'A 103-FOOT STEEL TOWER WAS BUILT OVER THE STATION IN 1935. EY3454 EY3454 STATION RECOVERY (1949) EY3454 EY3454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3454'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, EY3454'EXCEPT THAT THE AZIMUTH MARK, WHICH WAS NOT RECOVERED, IS BELIEVED EY3454'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION. DISTANCES TO EY3454'REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3454'CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. A COMPLETE NEW EY3454'DESCRIPTION FOLLOWS-- EY3454' EY3454'STATION IS LOCATED ON THE N SIDE OF THE PAMLICO RIVER, 6.0 MILES EY3454'S OF WINSTEADVILLE, ABOUT 3/4 MILE W OF THE MOUTH OF THE PUNGO EY3454'RIVER, ON THE FIRST VACANT LOT W OF THE RESIDENCE OF O.G. BARNES EY3454'(A TWO-STORY SHINGLED HOUSE), 54.5 FEET W OF THE NW CORNER OF THE EY3454'BARNES HOUSE, 49.5 FEET S OF THE CENTER LINE OF THE ROAD, 27.5 EY3454'FEET SW OF A LONE POPLAR TREE, AND 123.0 FEET N OF THE EDGE OF EY3454'THE BLUFF. EY3454' EY3454'STATION MARK IS A BRONZE STATION DISK, STAMPED HIGGS 1933, SET EY3454'IN THE TOP OF AN 8-INCH CONCRETE-FILLED TILE, AND PROJECTING 6 EY3454'INCHES ABOVE GROUND. EY3454' EY3454'REFERENCE MARK 1 IS W OF THE STATION, 21.8 FEET N OF THE NE EY3454'CORNER OF THE SECOND HOUSE W OF BARNES RESIDENCE, AND 84.0 FEET EY3454'S OF THE CENTER LINE OF THE ROAD. IT IS A BRONZE DISK, STAMPED EY3454'HIGGS NO 1 1933, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED TILE, EY3454'AND PROJECTING 5 INCHES ABOVE GROUND. EY3454' EY3454'REFERENCE MARK 2 IS ACROSS THE ROAD FROM THE STATION, 42.0 FEET EY3454'N OF THE CENTER LINE OF THE ROAD AND 15.0 FEET W OF THE W EDGE OF EY3454'A WHITE BUNGALOW. IT IS A BRONZE DISK, STAMPED HIGGS 1933 NO 2, EY3454'SET IN THE TOP OF A 6-INCH CONCRETE-FILLED TILE, AND PROJECTING EY3454'5 INCHES ABOVE GROUND. EY3454' EY3454'TO REACH FROM WINSTEADVILLE, TRAVEL ON DIRT ROAD S FOR 5.3 MILES EY3454'TO INTERSECTION AND SIGN READING PAMLICO BEACH 0.5 MILE. TAKE EY3454'ROAD LEFT 0.6 MILE TO A TWO-STORY SHINGLED HOUSE. CONTINUE LEFT EY3454'0.3 MILE TO MR. BARNES HOUSE AND STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3927 *********************************************************************** EY3927 DESIGNATION - HILL EY3927 PID - EY3927 EY3927 STATE/COUNTY- NC/BEAUFORT EY3927 USGS QUAD - BLOUNTS BAY (1993) EY3927 EY3927 *CURRENT SURVEY CONTROL EY3927 ___________________________________________________________________ EY3927* NAD 83(1986)- 35 29 02.52130(N) 076 58 44.37819(W) ADJUSTED EY3927* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3927 ___________________________________________________________________ EY3927 LAPLACE CORR- -1.90 (seconds) DEFLEC99 EY3927 GEOID HEIGHT- -36.79 (meters) GEOID03 EY3927 EY3927 HORZ ORDER - THIRD EY3927 EY3927.The North Carolina HARNS have been completed but, EY3927.due to contractual restrictions, coordinates for these stations EY3927.will NOT be published in the near future. In the interim, the EY3927.published coordinates in North Carolina will not be EY3927.consistent with the Continuously Operating Reference Stations EY3927.(CORS). The HARN coordinates for these stations are available EY3927.upon request. Contact Gary Thompson(919-733-3836). EY3927. EY3927.In addition, the published North Carolina positions EY3927.(NAD 83 (1986)) are NOT consistent with those determined in EY3927.adjacent state readjustments. The discontinuity between stations EY3927.located in North Carolina and those in adjacent states EY3927.which have been adjusted to the HARN may be as much as 5 EY3927.decimeters. This will result in a significant loss of accuracy EY3927.over lines crossing such state borders. EY3927 EY3927 EY3927.The horizontal coordinates were established by classical geodetic methods EY3927.and adjusted by the National Geodetic Survey in July 1986. EY3927 EY3927.The orthometric height was scaled from a topographic map. EY3927 EY3927.The Laplace correction was computed from DEFLEC99 derived deflections. EY3927 EY3927.The geoid height was determined by GEOID03. EY3927 EY3927; North East Units Scale Factor Converg. EY3927;SPC NC - 194,223.691 792,967.615 MT 0.99988078 +1 09 59.3 EY3927;SPC NC - 637,215.56 2,601,594.58 sFT 0.99988078 +1 09 59.3 EY3927;UTM 18 - 3,928,522.867 320,471.654 MT 0.99999720 -1 08 56.6 EY3927 EY3927! - Elev Factor x Scale Factor = Combined Factor EY3927!SPC NC - 1.00000583 x 0.99988078 = 0.99988661 EY3927!UTM 18 - 1.00000583 x 0.99999720 = 1.00000303 EY3927 EY3927: Primary Azimuth Mark Grid Az EY3927:SPC NC - FORT 218 53 05.5 EY3927:UTM 18 - FORT 221 12 01.4 EY3927 EY3927|---------------------------------------------------------------------| EY3927| PID Reference Object Distance Geod. Az | EY3927| dddmmss.s | EY3927| AH8903 HILL RM 2 28.965 METERS 04454 | EY3927| EY3937 WATER APPROX. 3.1 KM 1432649.4 | EY3927| EY3922 FORT APPROX. 1.5 KM 2200304.8 | EY3927| EY3943 HILLS CREEK LIGHT APPROX. 0.8 KM 2561414.0 | EY3927| EY2286 FORK POINT LIGHT APPROX. 2.4 KM 2881920.9 | EY3927| EY5085 SWAN RM 55.410 METERS 34748 | EY3927| AH8902 HILL RM 1 32.880 METERS 35612 | EY3927|---------------------------------------------------------------------| EY3927 EY3927 SUPERSEDED SURVEY CONTROL EY3927 EY3927 NAD 27 - 35 29 01.93200(N) 076 58 45.56700(W) AD( ) 3 EY3927 EY3927.Superseded values are not recommended for survey control. EY3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3927.See file dsdata.txt to determine how the superseded data were derived. EY3927 EY3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2047228523(NAD 83) EY3927_MARKER: DS = TRIANGULATION STATION DISK EY3927_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3927_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3927 EY3927 HISTORY - Date Condition Report By EY3927 HISTORY - 1933 MONUMENTED CGS EY3927 HISTORY - 1948 MARK NOT FOUND CGS EY3927 HISTORY - 1948 MARK NOT FOUND CGS EY3927 EY3927 STATION DESCRIPTION EY3927 EY3927'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3927'STATION IS LOCATED ON THE N SIDE OF THE PAMLICO RIVER, ACROSS EY3927'FROM THE OLD FORTIFICATION ON HILLS POINT, ON A VERY PROMINENT EY3927'SANDY POINT, BARE OF TREES, AND SPARSELY COVERED WITH REEDS, EY3927'ABOUT 6 METERS FROM THE WATER LINE IN A DRY PLACE ABOUT 3 FEET EY3927'ABOVE WATER. EY3927' EY3927'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3927'CONCRETE AT THE CENTER OF THE TOPS OF TILES. EY3927' EY3927'REFERENCE MARK NO.1 IS N OF THE STATION. REFERENCE MARK NO.2 EY3927'IS NE OF THE STATION. EY3927' EY3927'THE SITE OF THE OLD STATION SWAN U.S.E. WHICH HAS BEEN LOST BY EY3927'EROSION, IS ABOUT 60 YARDS W. ITS REFERENCE MARK IS STILL IN PLACE. EY3927' EY3927'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS. EY3927 EY3927 STATION RECOVERY (1948) EY3927 EY3927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3927'STATION HAS BEEN DESTROYED BY EROSION. REFERENCE MARKS 1 AND 2 EY3927'WERE FOUND IN GOOD CONDITION. THE OLD REFERENCE MARK FOR STATION EY3927'SWAN (U.S.E.) HAS BEEN DESTROYED. (SEE RECOVERY NOTE FOR SWAN EY3927'(U.S.E.) . THE PUBLISHED DESCRIPTION IS INADEQUATE. A NEW EY3927'DESCRIPTION FOLLOWS-- EY3927' EY3927'STATION IS LOCATED ON THE N SHORE OF PAMLICO RIVER, ON SWAN EY3927'POINT ACROSS FROM HILLS POINT, ON A VERY PROMINENT SANDY POINT, EY3927'BARE OF TREES, AND SPARSELY COVERED WITH REEDS. REFERENCE MARK EY3927'1 IS ON LINE OF PROLONGATION OF DIRT ROAD, 6.7 METERS S OF SW EY3927'CORNER OF ABANDONED COTTAGE, 24.7 METERS S OF 5-FOOT BRICK EY3927'CHIMNEY, 13.1 METERS W OF LONE 15-INCH PINE TREE, 9.2 METERS NE EY3927'OF MEAN HIGH-WATER LINE. EY3927' EY3927'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1 1933, EY3927'AND SET IN THE TOP OF A 6-INCH TILE FILLED WITH CONCRETE, EY3927'PROJECTING 5 INCHES ABOVE THE GROUND. EY3927' EY3927'REFERENCE MARK 2 IS 25.75 METERS SE OF REFERENCE MARK 1, 17.1 EY3927'METERS S OF A TRIANGULAR-BLAZED 10-INCH PINE TREE, 17.1 METERS N EY3927'OF THE MEAN HIGH-WATER LINE, AND 14.0 METERS SE OF A 15-INCH PINE EY3927'TREE. IT IS A BRONZE REFERENCE DISK, STAMPED NO 2 1933, AND SET EY3927'IN THE TOP OF A 6-INCH TILE FILLED WITH CONCRETE, PROJECTING 3 EY3927'INCHES ABOVE THE GROUND. EY3927' EY3927'TO REACH STATION FROM THE INTERSECTION OF MARKET AND MAIN STREETS EY3927'IN WASHINGTON, N.C., GO 5.0 MILES SE ON EAST MAIN STREET OVER EY3927'BRIDGE TO WASHINGTON PARK AND ALONG RIVER ROAD. AT THE END OF EY3927'PAVEMENT AND Y DIRT-ROAD INTERSECTIONS, GO E (RIGHT) FOR 0.3 MILE EY3927'TO T-ROAD AND SIGN SHADY BANKS 1/2 MILE. GO E (STRAIGHT) EY3927'FOR 0.5 MILE TO T-ROAD INTERSECTION, TURN S (RIGHT) EY3927'0.5 MILE TO Y ROAD INTERSECTION, GO STRAIGHT (LEFT) 0.1 MILE TO EY3927'Y-ROAD INTERSECTION, GO LEFT 0.15 MILE TO Y-ROAD INTERSECTION, EY3927'GO RIGHT 0.15 MILE TO Y-ROAD INTERSECTION, GO RIGHT 0.1 MILE EY3927'TO T-ROAD INTERSECTION AND RIVER EDGE, GO W (RIGHT) FOR 0.1 EY3927'MILE TO ABANDONED COTTAGE AND MARKS. EY3927 EY3927 STATION RECOVERY (1948) EY3927 EY3927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3927'STATION AND R.M. 2 WERE NOT FOUND AFTER A THOROUGH SEARCH BY A EY3927'THREE-MAN PARTY FOR ONE HOUR. R.M. 1 WAS FOUND IN GOOD EY3927'CONDITION. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3927'DESCRIPTION FOLLOWS-- EY3927' EY3927'R.M. 1 IS LOCATED ON THE N SIDE OF THE PAMLICO RIVER, ON SWAN EY3927'POINT ACROSS FROM HILLS POINT, ON A VERY PROMINENT SANDY POINT, EY3927'BARE OF TREES AND SPARSELY COVERED WITH REEDS. IT IS ON LINE OF EY3927'PROLONGATION OF DIRT ROAD LEADING TO STATION, 6.7 METERS S OF SW EY3927'CORNER OF ABANDONED COTTAGE, 24.7 METERS S OF 5-FOOT BRICK EY3927'CHIMNEY, 13.1 METERS W OF LONE 15-INCH PINE, AND 9.2 METERS NE EY3927'OF MEAN HIGH-WATER LINE. IT PROJECTS 5 INCHES ABOVE GROUND AND EY3927'IS NOT STAMPED. EY3927' EY3927'TO REACH STATION FROM THE INTERSECTION OF MARKET AND MAIN EY3927'STREETS IN WASHINGTON, GO 5.0 MILES SE ON EAST MAIN STREET OVER EY3927'BRIDGE TO WASHINGTON PARK AND ALONG RIVER ROAD. AT END OF EY3927'PAVEMENT AND Y DIRT-ROAD INTERSECTION, GO E (RIGHT) FOR 0.3 MILE EY3927'TO T-ROAD AND SIGN SHADY BANKS 1/2 MILE. GO E (STRAIGHT) FOR EY3927'0.5 MILE TO Y-ROAD INTERSECTION AND TURN S (RIGHT) 0.5 MILE TO EY3927'Y-ROAD INTERSECTION, GO STRAIGHT (LEFT) 0.1 MILE TO Y-ROAD EY3927'INTERSECTION, GO LEFT 0.1 MILE TO Y-ROAD INTERSECTION, GO EY3927'RIGHT 0.1 MILE TO Y-ROAD INTERSECTION, GO RIGHT 0.2 MILE TO EY3927'T-ROAD INTERSECTION AND RIVER EDGE, GO E (RIGHT) FOR 0.1 EY3927'MILE TO STATION. EY3927' EY3927'IT IS RECOMMENDED THAT THE STATION AND R.M. 2 BE CLASSIFIED AS EY3927'DESTROYED BY EROSION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3943 *********************************************************************** EY3943 DESIGNATION - HILLS CREEK LIGHT EY3943 PID - EY3943 EY3943 STATE/COUNTY- NC/BEAUFORT EY3943 USGS QUAD - BLOUNTS BAY (1993) EY3943 EY3943 *CURRENT SURVEY CONTROL EY3943 ___________________________________________________________________ EY3943* NAD 83(1986)- 35 28 56.38908(N) 076 59 14.98184(W) ADJUSTED EY3943* NAVD 88 - EY3943 ___________________________________________________________________ EY3943 LAPLACE CORR- -1.87 (seconds) DEFLEC99 EY3943 GEOID HEIGHT- -36.78 (meters) GEOID03 EY3943 EY3943 HORZ ORDER - THIRD EY3943 EY3943.The North Carolina HARNS have been completed but, EY3943.due to contractual restrictions, coordinates for these stations EY3943.will NOT be published in the near future. In the interim, the EY3943.published coordinates in North Carolina will not be EY3943.consistent with the Continuously Operating Reference Stations EY3943.(CORS). The HARN coordinates for these stations are available EY3943.upon request. Contact Gary Thompson(919-733-3836). EY3943. EY3943.In addition, the published North Carolina positions EY3943.(NAD 83 (1986)) are NOT consistent with those determined in EY3943.adjacent state readjustments. The discontinuity between stations EY3943.located in North Carolina and those in adjacent states EY3943.which have been adjusted to the HARN may be as much as 5 EY3943.decimeters. This will result in a significant loss of accuracy EY3943.over lines crossing such state borders. EY3943 EY3943 EY3943.The horizontal coordinates were established by classical geodetic methods EY3943.and adjusted by the National Geodetic Survey in July 1986. EY3943 EY3943 EY3943.The Laplace correction was computed from DEFLEC99 derived deflections. EY3943 EY3943.The geoid height was determined by GEOID03. EY3943 EY3943; North East Units Scale Factor Converg. EY3943;SPC NC - 194,019.092 792,200.253 MT 0.99988066 +1 09 41.6 EY3943;SPC NC - 636,544.30 2,599,077.00 sFT 0.99988066 +1 09 41.6 EY3943;UTM 18 - 3,928,349.418 319,696.560 MT 1.00000063 -1 09 14.2 EY3943 EY3943 SUPERSEDED SURVEY CONTROL EY3943 EY3943 NAD 27 - 35 28 55.80000(N) 076 59 16.17000(W) AD( ) 3 EY3943 EY3943.Superseded values are not recommended for survey control. EY3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3943.See file dsdata.txt to determine how the superseded data were derived. EY3943 EY3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1969728349(NAD 83) EY3943_MARKER: 14 = NAVIGATION LIGHT EY3943 EY3943 HISTORY - Date Condition Report By EY3943 HISTORY - 1935 FIRST OBSERVED CGS EY3943 HISTORY - 1948 MARK NOT FOUND CGS EY3943 EY3943 STATION DESCRIPTION EY3943 EY3943'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3943'INTRACOASTAL WATERWAY LIGHT LIST, 1947, SNOWS LIGHT BUILT IN 1913 EY3943'AND REBUILT IN 1919. EY3943' EY3943'STATION IS PROBABLY STILL GOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3546 *********************************************************************** EY3546 DESIGNATION - HINDOO EY3546 PID - EY3546 EY3546 STATE/COUNTY- NC/BEAUFORT EY3546 USGS QUAD - SOUTH CREEK (1993) EY3546 EY3546 *CURRENT SURVEY CONTROL EY3546 ___________________________________________________________________ EY3546* NAD 83(1986)- 35 21 39.37304(N) 076 39 45.42015(W) ADJUSTED EY3546* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3546 ___________________________________________________________________ EY3546 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3546 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3546 EY3546 HORZ ORDER - THIRD EY3546 EY3546.The North Carolina HARNS have been completed but, EY3546.due to contractual restrictions, coordinates for these stations EY3546.will NOT be published in the near future. In the interim, the EY3546.published coordinates in North Carolina will not be EY3546.consistent with the Continuously Operating Reference Stations EY3546.(CORS). The HARN coordinates for these stations are available EY3546.upon request. Contact Gary Thompson(919-733-3836). EY3546. EY3546.In addition, the published North Carolina positions EY3546.(NAD 83 (1986)) are NOT consistent with those determined in EY3546.adjacent state readjustments. The discontinuity between stations EY3546.located in North Carolina and those in adjacent states EY3546.which have been adjusted to the HARN may be as much as 5 EY3546.decimeters. This will result in a significant loss of accuracy EY3546.over lines crossing such state borders. EY3546 EY3546 EY3546.The horizontal coordinates were established by classical geodetic methods EY3546.and adjusted by the National Geodetic Survey in July 1986. EY3546 EY3546.The orthometric height was scaled from a topographic map. EY3546 EY3546.The Laplace correction was computed from DEFLEC99 derived deflections. EY3546 EY3546.The geoid height was determined by GEOID03. EY3546 EY3546; North East Units Scale Factor Converg. EY3546;SPC NC - 181,201.904 821,989.160 MT 0.99987440 +1 20 56.6 EY3546;SPC NC - 594,493.25 2,696,809.44 sFT 0.99987440 +1 20 56.6 EY3546;UTM 18 - 3,914,339.372 348,945.633 MT 0.99988120 -0 57 44.6 EY3546 EY3546! - Elev Factor x Scale Factor = Combined Factor EY3546!SPC NC - 1.00000590 x 0.99987440 = 0.99988030 EY3546!UTM 18 - 1.00000590 x 0.99988120 = 0.99988710 EY3546 EY3546: Primary Azimuth Mark Grid Az EY3546:SPC NC - NORTH RESET 016 23 36.6 EY3546:UTM 18 - NORTH RESET 018 42 17.8 EY3546 EY3546|---------------------------------------------------------------------| EY3546| PID Reference Object Distance Geod. Az | EY3546| dddmmss.s | EY3546| EY3555 NORTH RESET APPROX. 4.9 KM 0174433.2 | EY3546| EY5115 INDIAN RM 16.710 METERS 06814 | EY3546| EY5086 HINDOO RM 1 21.745 METERS 08332 | EY3546| EY5087 HINDOO RM 2 35.870 METERS 08532 | EY3546| EY3492 GOOSE CREEK BEACON APPROX. 6.4 KM 1114032.9 | EY3546| EY3548 INDIAN SLUE BEACON APPROX. 1.3 KM 2681142.9 | EY3546|---------------------------------------------------------------------| EY3546 EY3546 SUPERSEDED SURVEY CONTROL EY3546 EY3546 NAD 27 - 35 21 38.77100(N) 076 39 46.68000(W) AD( ) 3 EY3546 EY3546.Superseded values are not recommended for survey control. EY3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3546.See file dsdata.txt to determine how the superseded data were derived. EY3546 EY3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4894614339(NAD 83) EY3546_MARKER: DS = TRIANGULATION STATION DISK EY3546_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3546_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3546 EY3546 HISTORY - Date Condition Report By EY3546 HISTORY - 1932 MONUMENTED CGS EY3546 HISTORY - 1948 MARK NOT FOUND CGS EY3546 EY3546 STATION DESCRIPTION EY3546 EY3546'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM) EY3546'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON EXTREME EY3546'WESTERN END OF INDIAN ISLAND, NEAR THE CENTER OF A LOW, MARSHY EY3546'CIRCULAR PIECE OF LAND, ABOUT 100 FEET ACROSS, WHICH IS CONNECTED EY3546'WITH THE MAIN ISLAND BY A NARROW NECK. EY3546' EY3546'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE EY3546'CENTER OF THE TOPS OF 8-INCH TILES, BELL DOWN. EY3546' EY3546'THE STATION IS ABOUT EQUIDISTANT FROM THE TWO SIDES AND THE W EY3546'END OF THE POINT, AND APPROXIMATELY ON PROJECTED CENTER LINE EY3546'OF MAIN ISLAND, IN A SPACE NEARLY BARE OF VEGETATION. EY3546' EY3546'REFERENCE MARK NO. 1, AS WELL AS NO. 2, IS E OF THE STATION, ABOUT EY3546'EQUIDISTANT FROM THE N AND S SHORES OF THE ISLAND, NO. 1 BEING AT EY3546'THE EASTERN SIDE OF THE SMALL CIRCULAR PIECE OF LAND, AND NO. 2 EY3546'BEING AT W END OF THE NECK. EY3546' EY3546'OLD STATION INDIAN IS NEAR THE NEW STATION. IT HAD THE MARKER EY3546'KNOCKED OUT. EY3546' EY3546'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.5 METERS. EY3546 EY3546 STATION RECOVERY (1948) EY3546 EY3546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3546'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED BY EROSION. THE EY3546'MARSHY LAND AND THE NARROW NECK CONNECTING IT TO THE W END OF EY3546'THE ISLAND HAVE BEEN DESTROYED BY EROSION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1503 *********************************************************************** EY1503 DESIGNATION - HIWAY NCGS EY1503 PID - EY1503 EY1503 STATE/COUNTY- NC/BEAUFORT EY1503 USGS QUAD - HACKNEY (1983) EY1503 EY1503 *CURRENT SURVEY CONTROL EY1503 ___________________________________________________________________ EY1503* NAD 83(1986)- 35 26 58.36229(N) 077 07 24.40600(W) ADJUSTED EY1503* NAVD 88 - 18.074 (meters) 59.30 (feet) ADJUSTED EY1503 ___________________________________________________________________ EY1503 LAPLACE CORR- -2.29 (seconds) DEFLEC99 EY1503 GEOID HEIGHT- -36.65 (meters) GEOID03 EY1503 DYNAMIC HT - 18.058 (meters) 59.25 (feet) COMP EY1503 MODELED GRAV- 979,750.1 (mgal) NAVD 88 EY1503 EY1503 HORZ ORDER - SECOND EY1503 VERT ORDER - FIRST CLASS II EY1503 EY1503.The North Carolina HARNS have been completed but, EY1503.due to contractual restrictions, coordinates for these stations EY1503.will NOT be published in the near future. In the interim, the EY1503.published coordinates in North Carolina will not be EY1503.consistent with the Continuously Operating Reference Stations EY1503.(CORS). The HARN coordinates for these stations are available EY1503.upon request. Contact Gary Thompson(919-733-3836). EY1503. EY1503.In addition, the published North Carolina positions EY1503.(NAD 83 (1986)) are NOT consistent with those determined in EY1503.adjacent state readjustments. The discontinuity between stations EY1503.located in North Carolina and those in adjacent states EY1503.which have been adjusted to the HARN may be as much as 5 EY1503.decimeters. This will result in a significant loss of accuracy EY1503.over lines crossing such state borders. EY1503 EY1503 EY1503.The horizontal coordinates were established by classical geodetic methods EY1503.and adjusted by the National Geodetic Survey in October 1990. EY1503 EY1503.The orthometric height was determined by differential leveling EY1503.and adjusted by the National Geodetic Survey in June 1991. EY1503 EY1503.The Laplace correction was computed from DEFLEC99 derived deflections. EY1503 EY1503.The geoid height was determined by GEOID03. EY1503 EY1503.The dynamic height is computed by dividing the NAVD 88 EY1503.geopotential number by the normal gravity value computed on the EY1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1503.degrees latitude (g = 980.6199 gals.). EY1503 EY1503.The modeled gravity was interpolated from observed gravity values. EY1503 EY1503; North East Units Scale Factor Converg. EY1503;SPC NC - 190,141.063 779,935.375 MT 0.99987853 +1 04 59.1 EY1503;SPC NC - 623,821.14 2,558,837.98 sFT 0.99987853 +1 04 59.1 EY1503;UTM 18 - 3,924,969.532 307,283.176 MT 1.00005771 -1 13 55.0 EY1503 EY1503! - Elev Factor x Scale Factor = Combined Factor EY1503!SPC NC - 1.00000292 x 0.99987853 = 0.99988145 EY1503!UTM 18 - 1.00000292 x 1.00005771 = 1.00006063 EY1503 EY1503 SUPERSEDED SURVEY CONTROL EY1503 EY1503 NGVD 29 (10/26/90) 18.41 (m) 60.4 (f) LEVELING 3 EY1503 EY1503.Superseded values are not recommended for survey control. EY1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1503.See file dsdata.txt to determine how the superseded data were derived. EY1503 EY1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0728324970(NAD 83) EY1503_MARKER: DE = TRAVERSE STATION DISK EY1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1503_SP_SET: CONCRETE POST EY1503_STAMPING: HIWAY 1979 EY1503_PROJECTION: RECESSED 8 CENTIMETERS EY1503_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1503+STABILITY: SURFACE MOTION EY1503 EY1503 HISTORY - Date Condition Report By EY1503 HISTORY - 1979 MONUMENTED NCGS EY1503 HISTORY - 1979 GOOD NCGS EY1503 EY1503 STATION DESCRIPTION EY1503 EY1503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1503'THE STATION IS LOCATED ALONG US 17, APPROXIMATELY 3.9 MILES EY1503'NORTH-NORTHEAST OF WILMAR AND 4.5 MILES SOUTH-SOUTHWEST OF EY1503'CHOCOWINITY. EY1503' EY1503'TO REACH STATION FROM THE CRAVEN-BEAUFORT COUNTY LINE AT WILMAR, EY1503'PROCEED NORTHERLY ALONG US 17 FOR 3.85 MILES TO SR 1127 AND STATION EY1503'ON THE RIGHT. EY1503' EY1503'STATION MARK IS A STANDARD DISK STAMPED---HIWAY 1979---SET IN TOP EY1503'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND EY1503'SURFACE. THE MARK IS 19.6 FEET EAST-SOUTHEAST OF CENTERLINE OF US 17, EY1503'40.5 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1127, 24.6 FEET EY1503'NORTHWEST OF NORTH END OF CONCRETE CULVERT AND 51.4 FEET EAST OF POWER EY1503'POLE 160 WITH REFERENCE TAG. EY1503 EY1503 STATION RECOVERY (1979) EY1503 EY1503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1503'4.6 MI SSW FROM CHOCOWINITY. EY1503'4.65 MILES SOUTH ALONG U.S. 17 FROM INTERSECTION WITH N.C. 33 IN EY1503'CHOCOWINITY TO SR 1127, IN NORTHEAST QUADRANT OF JUNCTION, 19.6 EY1503'FEET EAST OF CENTERLINE OF U.S. 17, 40.5 FEET NORTH OF CENTERLINE EY1503'OF SR 1127, 24.6 FEET NORTHWEST OF NORTH END OF CONCRETE CULVERT EY1503'AND 51.4 FEET AST OF POWER POLE WITH REFERENCE TAG. EY1503'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5758 *********************************************************************** EY5758 DESIGNATION - HODGES EY5758 PID - EY5758 EY5758 STATE/COUNTY- NC/BEAUFORT EY5758 USGS QUAD - OLD FORD (1979) EY5758 EY5758 *CURRENT SURVEY CONTROL EY5758 ___________________________________________________________________ EY5758* NAD 83(1986)- 35 38 37.69585(N) 077 04 02.91404(W) ADJUSTED EY5758* NAVD 88 - 13.54 (+/-2cm) 44.4 (feet) VERTCON EY5758 ___________________________________________________________________ EY5758 LAPLACE CORR- -3.16 (seconds) DEFLEC99 EY5758 GEOID HEIGHT- -36.41 (meters) GEOID03 EY5758 EY5758 HORZ ORDER - SECOND EY5758 VERT ORDER - THIRD ? (See Below) EY5758 EY5758.The North Carolina HARNS have been completed but, EY5758.due to contractual restrictions, coordinates for these stations EY5758.will NOT be published in the near future. In the interim, the EY5758.published coordinates in North Carolina will not be EY5758.consistent with the Continuously Operating Reference Stations EY5758.(CORS). The HARN coordinates for these stations are available EY5758.upon request. Contact Gary Thompson(919-733-3836). EY5758. EY5758.In addition, the published North Carolina positions EY5758.(NAD 83 (1986)) are NOT consistent with those determined in EY5758.adjacent state readjustments. The discontinuity between stations EY5758.located in North Carolina and those in adjacent states EY5758.which have been adjusted to the HARN may be as much as 5 EY5758.decimeters. This will result in a significant loss of accuracy EY5758.over lines crossing such state borders. EY5758 EY5758 EY5758.The horizontal coordinates were established by classical geodetic methods EY5758.and adjusted by the National Geodetic Survey in January 1991. EY5758 EY5758.The NAVD 88 height was computed by applying the VERTCON shift value to EY5758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5758.The vertical order pertains to the NGVD 29 superseded value. EY5758 EY5758.The Laplace correction was computed from DEFLEC99 derived deflections. EY5758 EY5758.The geoid height was determined by GEOID03. EY5758 EY5758; North East Units Scale Factor Converg. EY5758;SPC NC - 211,785.189 784,595.611 MT 0.99989593 +1 06 55.4 EY5758;SPC NC - 694,831.91 2,574,127.43 sFT 0.99989593 +1 06 55.4 EY5758;UTM 18 - 3,946,410.875 312,815.820 MT 1.00003178 -1 12 18.6 EY5758 EY5758! - Elev Factor x Scale Factor = Combined Factor EY5758!SPC NC - 1.00000359 x 0.99989593 = 0.99989952 EY5758!UTM 18 - 1.00000359 x 1.00003178 = 1.00003537 EY5758 EY5758 SUPERSEDED SURVEY CONTROL EY5758 EY5758 NGVD 29 (01/18/91) 13.87 (m) 45.5 (f) LEVELING 3 EY5758 EY5758.Superseded values are not recommended for survey control. EY5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5758.See file dsdata.txt to determine how the superseded data were derived. EY5758 EY5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1281646411(NAD 83) EY5758_MARKER: DE = TRAVERSE STATION DISK EY5758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5758_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5758_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5758+STABILITY: SURFACE MOTION EY5758 EY5758 HISTORY - Date Condition Report By EY5758 HISTORY - 1980 MONUMENTED NCGS EY5758 EY5758 STATION DESCRIPTION EY5758 EY5758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5758'THE STATION IS LOCATED APPROXIMATELY 6.9 MILES NORTH OF WASHINGTON AND EY5758'0.7 MILES NORTH-NORTHWEST OF MINEOLA. EY5758' EY5758'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5758'MINEOLA, NORTH OF WASHINGTON, PROCEED NORTHERLY ALONG US 17 FOR 0.7 EY5758'MILE TO STATION ON THE LEFT AT THE NORTHEAST CORNER OF THE YARD OF A EY5758'WHITE FRAME HOUSE AND 0.2 MILE NORTH OF SR 1418. EY5758' EY5758'STATION MARK IS A STANDARD DISK STAMPED---HODGES 1980---SET IN THE EY5758'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND EY5758'SURFACE. THE MARK IS 50.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US EY5758'17, 89.4 FEET NORTH OF THE CENTERLINE OF DRIVEWAY, 95.8 FEET EY5758'NORTH-NORTHWEST OF NORTH END OF CULVERT, 21.3 FEET EAST-NORTHEAST OF EY5758'10 INCH CEDAR WITH REFERENCE TAG AND 79.4 FEET NORTHEAST OF 15 INCH EY5758'PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2122 *********************************************************************** EY2122 DESIGNATION - HOELL EY2122 PID - EY2122 EY2122 STATE/COUNTY- NC/BEAUFORT EY2122 USGS QUAD - WASHINGTON (1983) EY2122 EY2122 *CURRENT SURVEY CONTROL EY2122 ___________________________________________________________________ EY2122* NAD 83(1986)- 35 32 38.28437(N) 077 01 09.63067(W) ADJUSTED EY2122* NAVD 88 - 9.84 (meters) 32.3 (feet) LEVELING EY2122 ___________________________________________________________________ EY2122 LAPLACE CORR- -2.01 (seconds) DEFLEC99 EY2122 GEOID HEIGHT- -36.67 (meters) GEOID03 EY2122 EY2122 HORZ ORDER - SECOND EY2122 VERT ORDER - THIRD ? EY2122 EY2122.The North Carolina HARNS have been completed but, EY2122.due to contractual restrictions, coordinates for these stations EY2122.will NOT be published in the near future. In the interim, the EY2122.published coordinates in North Carolina will not be EY2122.consistent with the Continuously Operating Reference Stations EY2122.(CORS). The HARN coordinates for these stations are available EY2122.upon request. Contact Gary Thompson(919-733-3836). EY2122. EY2122.In addition, the published North Carolina positions EY2122.(NAD 83 (1986)) are NOT consistent with those determined in EY2122.adjacent state readjustments. The discontinuity between stations EY2122.located in North Carolina and those in adjacent states EY2122.which have been adjusted to the HARN may be as much as 5 EY2122.decimeters. This will result in a significant loss of accuracy EY2122.over lines crossing such state borders. EY2122 EY2122 EY2122.The horizontal coordinates were established by classical geodetic methods EY2122.and adjusted by the National Geodetic Survey in July 1986. EY2122 EY2122.The orthometric height was determined by differential leveling. EY2122.The vertical network tie was performed by a horz. field party for horz. EY2122.obs reductions. Reset procedures were used to establish the elevation. EY2122 EY2122.The Laplace correction was computed from DEFLEC99 derived deflections. EY2122 EY2122.The geoid height was determined by GEOID03. EY2122 EY2122; North East Units Scale Factor Converg. EY2122;SPC NC - 200,797.504 789,174.678 MT 0.99988555 +1 08 35.4 EY2122;SPC NC - 658,783.14 2,589,150.59 sFT 0.99988555 +1 08 35.4 EY2122;UTM 18 - 3,935,245.435 316,947.092 MT 1.00001294 -1 10 27.2 EY2122 EY2122! - Elev Factor x Scale Factor = Combined Factor EY2122!SPC NC - 1.00000421 x 0.99988555 = 0.99988976 EY2122!UTM 18 - 1.00000421 x 1.00001294 = 1.00001715 EY2122 EY2122: Primary Azimuth Mark Grid Az EY2122:SPC NC - HUDNELL 281 16 05.7 EY2122:UTM 18 - HUDNELL 283 35 08.3 EY2122 EY2122|---------------------------------------------------------------------| EY2122| PID Reference Object Distance Geod. Az | EY2122| dddmmss.s | EY2122| EY2125 HUDNELL APPROX. 1.5 KM 2822441.1 | EY2122|---------------------------------------------------------------------| EY2122 EY2122 SUPERSEDED SURVEY CONTROL EY2122 EY2122 NAD 27 - 35 32 37.69595(N) 077 01 10.80843(W) AD( ) 2 EY2122 NGVD 29 (07/19/86) 10.2 (m) 33. (f) VERT ANG EY2122 EY2122.Superseded values are not recommended for survey control. EY2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2122.See file dsdata.txt to determine how the superseded data were derived. EY2122 EY2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1694735245(NAD 83) EY2122_MARKER: DE = TRAVERSE STATION DISK EY2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2122_STAMPING: HOELL 1965 EY2122_MARK LOGO: NCGS EY2122_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2122+STABILITY: SURFACE MOTION EY2122 EY2122 HISTORY - Date Condition Report By EY2122 HISTORY - 1965 MONUMENTED NCGS EY2122 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2122 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2122 EY2122 STATION DESCRIPTION EY2122 EY2122'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EY2122'HOELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2122'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2122' EY2122'HOELL IS 2.4 MILES E OF WASHINGTON. TO REACH THE STATION EY2122'FROM U.S. 17 AND MAIN STREET AT PAMLICO RIVER BRIDGE, GO 0.4 EY2122'MILES N ON U.S. 17 TO 5TH ST. (U.S. 264 E), TURN RIGHT ON EY2122'U.S. 264 FOR 2.4 MILES TO PAVED ROAD AT HOELL BLDG.. 0.3 MILES EY2122'E ALONG U.S. 264 FROM SR 1303. 1.2 MILES W ALONG U.S. 264 EY2122'NEAR SHERWOOD FOREST HOUSING PROJECT AND ON S SIDE OF U.S. 264 EY2122'AND W OF PAVED ROAD. EY2122' EY2122'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2122'HOELL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2122'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2122' EY2122'MARK IS EY2122' EY2122'57.2 FT S OF C/L OF U.S. 264 EY2122' EY2122'23.6 FT SW OF DRAIN PIPE UNDER SR 1305 EY2122' EY2122'7.1 FT NW OF PP 27 WITH ALUMINUM REF. TAG EY2122' EY2122'78.7 FT N OF PP WITH ALUMINUM REF. TAG EY2122' EY2122'60.6 FT NE OF NE CORNER OF SMALL WHITE HOUSE EY2122' EY2122'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2122 EY2122 STATION RECOVERY (1982) EY2122 EY2122'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2122'RECOVERED AS DESCRIBED. LOCATED 1.0 FT (0.3 M) SOUTHEAST OF A POWER EY2122'POLE WITH A REFERENCE TAG, AND 18.2 FT (5.5 M) SOUTHEAST OF BENCH EY2122'MARK--A 213--. ELEVATION ESTABLISHED BY LEVEL TRANSFER IS 0.144 METERS EY2122'(0.472 FT) ABOVE BENCH MARK--A 213--. NOTE--MARK WAS SEARCHED FOR BY EY2122'NCGS ON 12/29/97 AND NOT RECOVERED. EY2122 EY2122 STATION RECOVERY (2004) EY2122 EY2122'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2122'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5909 *********************************************************************** AE5909 DESIGNATION - HOOK AE5909 PID - AE5909 AE5909 STATE/COUNTY- NC/BEAUFORT AE5909 USGS QUAD - AURORA (1993) AE5909 AE5909 *CURRENT SURVEY CONTROL AE5909 ___________________________________________________________________ AE5909* NAD 83(1986)- 35 17 45.00750(N) 076 51 08.38234(W) ADJUSTED AE5909* NAVD 88 - 10.513 (meters) 34.49 (feet) ADJUSTED AE5909 ___________________________________________________________________ AE5909 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AE5909 GEOID HEIGHT- -37.18 (meters) GEOID03 AE5909 DYNAMIC HT - 10.503 (meters) 34.46 (feet) COMP AE5909 MODELED GRAV- 979,739.3 (mgal) NAVD 88 AE5909 AE5909 HORZ ORDER - SECOND AE5909 VERT ORDER - SECOND CLASS II AE5909 AE5909.The North Carolina HARNS have been completed but, AE5909.due to contractual restrictions, coordinates for these stations AE5909.will NOT be published in the near future. In the interim, the AE5909.published coordinates in North Carolina will not be AE5909.consistent with the Continuously Operating Reference Stations AE5909.(CORS). The HARN coordinates for these stations are available AE5909.upon request. Contact Gary Thompson(919-733-3836). AE5909. AE5909.In addition, the published North Carolina positions AE5909.(NAD 83 (1986)) are NOT consistent with those determined in AE5909.adjacent state readjustments. The discontinuity between stations AE5909.located in North Carolina and those in adjacent states AE5909.which have been adjusted to the HARN may be as much as 5 AE5909.decimeters. This will result in a significant loss of accuracy AE5909.over lines crossing such state borders. AE5909 AE5909 AE5909.The horizontal coordinates were established by classical geodetic methods AE5909.and adjusted by the National Geodetic Survey in April 1998. AE5909 AE5909.The orthometric height was determined by differential leveling AE5909.and adjusted by the National Geodetic Survey in April 2001. AE5909 AE5909.The Laplace correction was computed from DEFLEC99 derived deflections. AE5909 AE5909.The geoid height was determined by GEOID03. AE5909 AE5909.The dynamic height is computed by dividing the NAVD 88 AE5909.geopotential number by the normal gravity value computed on the AE5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5909.degrees latitude (g = 980.6199 gals.). AE5909 AE5909.The modeled gravity was interpolated from observed gravity values. AE5909 AE5909; North East Units Scale Factor Converg. AE5909;SPC NC - 173,592.295 804,909.913 MT 0.99987289 +1 14 22.5 AE5909;SPC NC - 569,527.39 2,640,775.27 sFT 0.99987289 +1 14 22.5 AE5909;UTM 18 - 3,907,424.304 331,572.738 MT 0.99994961 -1 04 13.9 AE5909 AE5909! - Elev Factor x Scale Factor = Combined Factor AE5909!SPC NC - 1.00000419 x 0.99987289 = 0.99987707 AE5909!UTM 18 - 1.00000419 x 0.99994961 = 0.99995380 AE5909 AE5909 SUPERSEDED SURVEY CONTROL AE5909 AE5909 NAVD 88 (06/02/98) 10.572 (m) 34.69 (f) UNKNOWN 2 2 AE5909 NGVD 29 (04/29/98) 10.91 (m) 35.8 (f) LEVELING 3 AE5909 AE5909.Superseded values are not recommended for survey control. AE5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5909.See file dsdata.txt to determine how the superseded data were derived. AE5909 AE5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3157307424(NAD 83) AE5909_MARKER: DH = HORIZONTAL CONTROL DISK AE5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5909_STAMPING: HOOK 1983 AE5909_MARK LOGO: NCGS AE5909_MAGNETIC: O = OTHER; SEE DESCRIPTION AE5909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5909+STABILITY: SURFACE MOTION AE5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5909+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997 AE5909 AE5909 HISTORY - Date Condition Report By AE5909 HISTORY - 1983 MONUMENTED NCGS AE5909 HISTORY - 19970211 GOOD NCGS AE5909 AE5909 STATION DESCRIPTION AE5909 AE5909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5909'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTHEAST OF EDWARD AND 5.6 AE5909'KM (3.45 MI) WEST OF AURORA. ALONG NC 33 FOR 0.2 KM (0.10 MI) SOUTH OF AE5909'THE NC 306 INTERSECTION SOUTHEAST OF EDWARD. MARK IS RECESSED 2 INCHES AE5909'BELOW GROUND. LOCATED 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF THE AE5909'HIGHWAY, 15.0 M (49.2 FT) EAST-SOUTHEAST OF THE EAST END OF A DRIVEWAY AE5909'CULVERT--AND 22.4 M (73.5 FT) EAST OF A POWER POLE WITH A TRANSFORMER, AE5909'14.9 M (48.9 FT) EAST-NORTHEAST OF A 24-INCH PINE, AND 16.3 M (53.5 AE5909'FT) NORTHEAST OF A 24-INCH PINE--ALL WITH REFERENCE TAGS. AE5909 AE5909 STATION RECOVERY (1997) AE5909 AE5909'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AE5909'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING AND ADDITIONS. STATION AE5909'IS ABOUT LEVEL WITH NC 33 AND IS RECESSED 3-INCHES BELOW THE GROUND. AE5909'LOCATED 37.7 FT (11.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 33, AE5909'49.1 FT (15.0 M) SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, 74.2 AE5909'FT (22.6 M) EAST-SOUTHEAST OF A POWER POLE (NDU28) AND 43.7 FT (13.3 AE5909'M) WEST-NORTHWEST OF A LONE POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2123 *********************************************************************** EY2123 DESIGNATION - HOWEL EY2123 PID - EY2123 EY2123 STATE/COUNTY- NC/BEAUFORT EY2123 USGS QUAD - WASHINGTON (1983) EY2123 EY2123 *CURRENT SURVEY CONTROL EY2123 ___________________________________________________________________ EY2123* NAD 83(1986)- 35 32 28.47724(N) 077 03 41.39633(W) ADJUSTED EY2123* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2123 ___________________________________________________________________ EY2123 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EY2123 GEOID HEIGHT- -36.62 (meters) GEOID03 EY2123 EY2123 HORZ ORDER - THIRD EY2123 EY2123.The North Carolina HARNS have been completed but, EY2123.due to contractual restrictions, coordinates for these stations EY2123.will NOT be published in the near future. In the interim, the EY2123.published coordinates in North Carolina will not be EY2123.consistent with the Continuously Operating Reference Stations EY2123.(CORS). The HARN coordinates for these stations are available EY2123.upon request. Contact Gary Thompson(919-733-3836). EY2123. EY2123.In addition, the published North Carolina positions EY2123.(NAD 83 (1986)) are NOT consistent with those determined in EY2123.adjacent state readjustments. The discontinuity between stations EY2123.located in North Carolina and those in adjacent states EY2123.which have been adjusted to the HARN may be as much as 5 EY2123.decimeters. This will result in a significant loss of accuracy EY2123.over lines crossing such state borders. EY2123 EY2123 EY2123.The horizontal coordinates were established by classical geodetic methods EY2123.and adjusted by the National Geodetic Survey in July 1986. EY2123 EY2123.The orthometric height was scaled from a topographic map. EY2123 EY2123.The Laplace correction was computed from DEFLEC99 derived deflections. EY2123 EY2123.The geoid height was determined by GEOID03. EY2123 EY2123; North East Units Scale Factor Converg. EY2123;SPC NC - 200,419.896 785,358.956 MT 0.99988531 +1 07 07.8 EY2123;SPC NC - 657,544.28 2,576,631.84 sFT 0.99988531 +1 07 07.8 EY2123;UTM 18 - 3,935,022.399 313,118.701 MT 1.00003040 -1 11 55.2 EY2123 EY2123! - Elev Factor x Scale Factor = Combined Factor EY2123!SPC NC - 1.00000580 x 0.99988531 = 0.99989111 EY2123!UTM 18 - 1.00000580 x 1.00003040 = 1.00003620 EY2123 EY2123: Primary Azimuth Mark Grid Az EY2123:SPC NC - COAST 285 17 57.8 EY2123:UTM 18 - COAST 287 37 00.8 EY2123 EY2123|---------------------------------------------------------------------| EY2123| PID Reference Object Distance Geod. Az | EY2123| dddmmss.s | EY2123| EY2171 WASHINGTON HWY BRIDGE CUPOLA 230.227 METERS 00007 | EY2123| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 0.6 KM 0195032.8 | EY2123| EY2195 WASHINGTON METH CHURCH SPIRE APPROX. 0.5 KM 0354715.5 | EY2123| EY2196 WASHINGTON VENTILATOR 413.424 METERS 0792527.9 | EY2123| EY2127 LET 416.575 METERS 1523645.3 | EY2123| EY2106 COAST APPROX. 1.0 KM 2862505.6 | EY2123| EY4525 HOWEL RM 24.687 METERS 28657 | EY2123|---------------------------------------------------------------------| EY2123 EY2123 SUPERSEDED SURVEY CONTROL EY2123 EY2123 NAD 27 - 35 32 27.89600(N) 077 03 42.56800(W) AD( ) 3 EY2123 EY2123.Superseded values are not recommended for survey control. EY2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2123.See file dsdata.txt to determine how the superseded data were derived. EY2123 EY2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1311935022(NAD 83) EY2123_MARKER: DS = TRIANGULATION STATION DISK EY2123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2123_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2123 EY2123 HISTORY - Date Condition Report By EY2123 HISTORY - 1935 MONUMENTED CGS EY2123 HISTORY - 1949 MARK NOT FOUND CGS EY2123 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2123 EY2123 STATION DESCRIPTION EY2123 EY2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2123'STATION IS ON THE S SHORE OF THE PAMLICO RIVER AT WASHINGTON, EY2123'NORTH CAROLINA 80 METERS E OF THE HIGHWAY BRIDGE ON THE END OF EY2123'A LOW MARSHY POINT. AT AVERAGE TIDE LEVEL STATION IS ON THE EY2123'EXTREME END OF THE POINT, GRASS EXTENDING ABOUT 20 FEET N OF THE EY2123'STATION INTO THE WATER. EY2123' EY2123'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2123'IN THE TOPS OF TILES. EY2123 EY2123 STATION RECOVERY (1949) EY2123 EY2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2123'STATION LOST. A THOROUGH SEARCH BY TWO MEN FAILED TO LOCATE EY2123'STATION. THE SHORELINE HAS APPARENTLY CHANGED TO THE EXTENT EY2123'THAT THE DESCRIPTION IS INADEQUATE. EY2123 EY2123 STATION RECOVERY (2004) EY2123 EY2123'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2123'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2124 *********************************************************************** EY2124 DESIGNATION - HUBBARD EY2124 PID - EY2124 EY2124 STATE/COUNTY- NC/BEAUFORT EY2124 USGS QUAD - WASHINGTON (1983) EY2124 EY2124 *CURRENT SURVEY CONTROL EY2124 ___________________________________________________________________ EY2124* NAD 83(1986)- 35 33 09.52143(N) 077 04 55.37953(W) ADJUSTED EY2124* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2124 ___________________________________________________________________ EY2124 LAPLACE CORR- -2.49 (seconds) DEFLEC99 EY2124 GEOID HEIGHT- -36.57 (meters) GEOID03 EY2124 EY2124 HORZ ORDER - THIRD EY2124 EY2124.The North Carolina HARNS have been completed but, EY2124.due to contractual restrictions, coordinates for these stations EY2124.will NOT be published in the near future. In the interim, the EY2124.published coordinates in North Carolina will not be EY2124.consistent with the Continuously Operating Reference Stations EY2124.(CORS). The HARN coordinates for these stations are available EY2124.upon request. Contact Gary Thompson(919-733-3836). EY2124. EY2124.In addition, the published North Carolina positions EY2124.(NAD 83 (1986)) are NOT consistent with those determined in EY2124.adjacent state readjustments. The discontinuity between stations EY2124.located in North Carolina and those in adjacent states EY2124.which have been adjusted to the HARN may be as much as 5 EY2124.decimeters. This will result in a significant loss of accuracy EY2124.over lines crossing such state borders. EY2124 EY2124 EY2124.The horizontal coordinates were established by classical geodetic methods EY2124.and adjusted by the National Geodetic Survey in July 1986. EY2124 EY2124.The orthometric height was scaled from a topographic map. EY2124 EY2124.The Laplace correction was computed from DEFLEC99 derived deflections. EY2124 EY2124.The geoid height was determined by GEOID03. EY2124 EY2124; North East Units Scale Factor Converg. EY2124;SPC NC - 201,648.290 783,471.470 MT 0.99988633 +1 06 25.1 EY2124;SPC NC - 661,574.43 2,570,439.31 sFT 0.99988633 +1 06 25.1 EY2124;UTM 18 - 3,936,326.314 311,282.163 MT 1.00003890 -1 12 39.5 EY2124 EY2124! - Elev Factor x Scale Factor = Combined Factor EY2124!SPC NC - 1.00000579 x 0.99988633 = 0.99989212 EY2124!UTM 18 - 1.00000579 x 1.00003890 = 1.00004469 EY2124 EY2124: Primary Azimuth Mark Grid Az EY2124:SPC NC - KENNEDY 102 42 35.5 EY2124:UTM 18 - KENNEDY 105 01 40.1 EY2124 EY2124|---------------------------------------------------------------------| EY2124| PID Reference Object Distance Geod. Az | EY2124| dddmmss.s | EY2124| EY4526 HUBBARD RM 19.110 METERS 08125 | EY2124| EY2126 KENNEDY APPROX. 0.7 KM 1034900.6 | EY2124| EY2117 GLEN 454.521 METERS 2293148.0 | EY2124|---------------------------------------------------------------------| EY2124 EY2124 SUPERSEDED SURVEY CONTROL EY2124 EY2124 NAD 27 - 35 33 08.94600(N) 077 04 56.55200(W) AD( ) 3 EY2124 EY2124.Superseded values are not recommended for survey control. EY2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2124.See file dsdata.txt to determine how the superseded data were derived. EY2124 EY2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1128236326(NAD 83) EY2124_MARKER: DS = TRIANGULATION STATION DISK EY2124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2124_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2124 EY2124 HISTORY - Date Condition Report By EY2124 HISTORY - 1935 MONUMENTED CGS EY2124 HISTORY - 1949 GOOD CGS EY2124 EY2124 STATION DESCRIPTION EY2124 EY2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2124'THIS STATION IS ON THE N SHORE OF THE TAR RIVER, NEAR WASHINGTON, EY2124'NORTH CAROLINA, ABOUT 3/4 MILE W OF THE ATLANTIC COAST LINE EY2124'RAILROAD BRIDGE, 145 METERS N OF THE LARGE RED BEACON AND 50 EY2124'METERS SE OF THE MOUTH OF A SMALL CREEK. STATION IS IN MARSHY EY2124'GROUND 7 METERS NW OF SHORE LINE. EY2124' EY2124'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2124'IN THE TOP OF TILES. EY2124 EY2124 STATION RECOVERY (1949) EY2124 EY2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2124'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY2124'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY2124'TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION SHOULD BE EY2124'SUPPLEMENTED AS FOLLOWS-- EY2124' EY2124'ABOUT 145 METERS N OF BEACON 6, 19.3 FEET E OF A FORKED 4-INCH EY2124'CYPRESS ON THE SHORELINE. STATION MARK IS A BRONZE STATION EY2124'DISK, STAMPED HUBBARD 1935, SET IN CONCRETE AT THE CENTER OF THE EY2124'TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND, AND 1 INCH EY2124'UNDERGROUND. EY2124' EY2124'REFERENCE MARK IS E OF THE STATION, 7.0 FEET SW OF A LONE 4-INCH EY2124'PINE TREE, 21.0 FEET NW OF A 6-INCH TRIANGULAR-BLAZED EY2124'TREE, AND 9.7 FEET SE OF A FORKED 6-INCH TRIANGULAR-BLAZED EY2124'TREE. IT IS A BRONZE REFERENCE DISK, STAMPED HUBBARD NO 1 1935, EY2124'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EY2124'EMBEDDED IN THE GROUND, AND 16 INCHES UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2125 *********************************************************************** EY2125 DESIGNATION - HUDNELL EY2125 PID - EY2125 EY2125 STATE/COUNTY- NC/BEAUFORT EY2125 USGS QUAD - WASHINGTON (1983) EY2125 EY2125 *CURRENT SURVEY CONTROL EY2125 ___________________________________________________________________ EY2125* NAD 83(1986)- 35 32 48.61212(N) 077 02 07.07307(W) ADJUSTED EY2125* NAVD 88 - 9.1 (meters) 30. (feet) VERTCON EY2125 ___________________________________________________________________ EY2125 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY2125 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2125 EY2125 HORZ ORDER - SECOND EY2125 EY2125.The North Carolina HARNS have been completed but, EY2125.due to contractual restrictions, coordinates for these stations EY2125.will NOT be published in the near future. In the interim, the EY2125.published coordinates in North Carolina will not be EY2125.consistent with the Continuously Operating Reference Stations EY2125.(CORS). The HARN coordinates for these stations are available EY2125.upon request. Contact Gary Thompson(919-733-3836). EY2125. EY2125.In addition, the published North Carolina positions EY2125.(NAD 83 (1986)) are NOT consistent with those determined in EY2125.adjacent state readjustments. The discontinuity between stations EY2125.located in North Carolina and those in adjacent states EY2125.which have been adjusted to the HARN may be as much as 5 EY2125.decimeters. This will result in a significant loss of accuracy EY2125.over lines crossing such state borders. EY2125 EY2125 EY2125.The horizontal coordinates were established by classical geodetic methods EY2125.and adjusted by the National Geodetic Survey in July 1986. EY2125 EY2125.The NAVD 88 height was computed by applying the VERTCON shift value to EY2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2125 EY2125.The Laplace correction was computed from DEFLEC99 derived deflections. EY2125 EY2125.The geoid height was determined by GEOID03. EY2125 EY2125; North East Units Scale Factor Converg. EY2125;SPC NC - 201,086.955 787,721.922 MT 0.99988581 +1 08 02.3 EY2125;SPC NC - 659,732.78 2,584,384.34 sFT 0.99988581 +1 08 02.3 EY2125;UTM 18 - 3,935,593.439 315,507.040 MT 1.00001946 -1 11 00.9 EY2125 EY2125! - Elev Factor x Scale Factor = Combined Factor EY2125!SPC NC - 1.00000433 x 0.99988581 = 0.99989014 EY2125!UTM 18 - 1.00000433 x 1.00001946 = 1.00002379 EY2125 EY2125|---------------------------------------------------------------------| EY2125| PID Reference Object Distance Geod. Az | EY2125| dddmmss.s | EY2125| EY2159 SMALL 364.661 METERS 27945 | EY2125|---------------------------------------------------------------------| EY2125 EY2125 SUPERSEDED SURVEY CONTROL EY2125 EY2125 NAD 27 - 35 32 48.02411(N) 077 02 08.24897(W) AD( ) 2 EY2125 NGVD 29 (07/19/86) 9.4 (m) 31. (f) VERT ANG EY2125 EY2125.Superseded values are not recommended for survey control. EY2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2125.See file dsdata.txt to determine how the superseded data were derived. EY2125 EY2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1550735593(NAD 83) EY2125_MARKER: DB = BENCH MARK DISK EY2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2125_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2125_STAMPING: HUDNELL 1965 EY2125_MARK LOGO: NCGS EY2125_MAGNETIC: N = NO MAGNETIC MATERIAL EY2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2125+STABILITY: SURFACE MOTION EY2125 EY2125 HISTORY - Date Condition Report By EY2125 HISTORY - 1965 MONUMENTED NCGS EY2125 HISTORY - 19830101 GOOD NCGS EY2125 HISTORY - 20040106 MARK NOT FOUND USPSQD EY2125 EY2125 STATION DESCRIPTION EY2125 EY2125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2125'HUDNELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2125'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2125' EY2125'HUDNELL IS 1.4 MILES ENE OF WASHINGTON. TO REACH STATION EY2125'FROM U.S. 17 AND MAIN STREET AT PAMLICO RIVER BRIDGE. GO 0.4 EY2125'MILES N ON U.S. 17 TO 5TH ST. (U.S. 264E), TURN RIGHT (E) ON EY2125'U.S. 264E FOR 1.45 MILES TO HUDNELL STREET. STATION IS EY2125'APPROXIMATELY 250 FT E OF HUDNELL ST.. ON S SIDE OF U.S. 264 AND EY2125'0.35 MILE SW OF INTERSECTION OF SR 1504 AND U.S. 264. EY2125' EY2125'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2125'HUDNELL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2125'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EY2125' EY2125'MARK IS EY2125' EY2125'11.2 FT S OF YELLOW ARROW ON U.S. 264 EY2125' EY2125'43.9 FT NW OF PP 7 WITH ALUMINUM REF. TAG EY2125' EY2125'18.6 FT SW OF YELLOW ARROW ON U.S. 264 EY2125' EY2125'18.5 FT SE OF YELLOW ARROW ON U.S. 264 EY2125' EY2125'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2125 EY2125 STATION RECOVERY (1983) EY2125 EY2125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2125'RECOVERED AS DESCRIBED. MARK IS LOCATED 22.4 FT (6.8 M) EY2125'SOUTH-SOUTHWEST OF THE CENTERLINE OF US 264, 137.0 FT (41.8 M) EY2125'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PISTON RING AND MACHINE EY2125'SHOP BUILDING, 48.8 FT (14.9 M) NORTH-NORTHWEST OF BENCH MARK--B 213 EY2125'1979--AND 46.7 FT (14.2 M) NORTH-NORTHWEST OF A POWER POLE, AND 53.2 EY2125'FEET (16.2 M) EAST-NORTHEAST OF A 12-INCH PINE--BOTH WITH REFERENCE EY2125'TAGS. EY2125 EY2125 STATION RECOVERY (2004) EY2125 EY2125'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY2125'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3812 *********************************************************************** EY3812 DESIGNATION - IDALIA EY3812 PID - EY3812 EY3812 STATE/COUNTY- NC/BEAUFORT EY3812 USGS QUAD - AURORA (1993) EY3812 EY3812 *CURRENT SURVEY CONTROL EY3812 ___________________________________________________________________ EY3812* NAD 83(1986)- 35 16 46.44444(N) 076 46 31.99762(W) ADJUSTED EY3812* NAVD 88 - 2. (meters) 7. (feet) VERTCON EY3812 ___________________________________________________________________ EY3812 LAPLACE CORR- -1.00 (seconds) DEFLEC99 EY3812 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3812 EY3812 HORZ ORDER - SECOND EY3812 EY3812.The North Carolina HARNS have been completed but, EY3812.due to contractual restrictions, coordinates for these stations EY3812.will NOT be published in the near future. In the interim, the EY3812.published coordinates in North Carolina will not be EY3812.consistent with the Continuously Operating Reference Stations EY3812.(CORS). The HARN coordinates for these stations are available EY3812.upon request. Contact Gary Thompson(919-733-3836). EY3812. EY3812.In addition, the published North Carolina positions EY3812.(NAD 83 (1986)) are NOT consistent with those determined in EY3812.adjacent state readjustments. The discontinuity between stations EY3812.located in North Carolina and those in adjacent states EY3812.which have been adjusted to the HARN may be as much as 5 EY3812.decimeters. This will result in a significant loss of accuracy EY3812.over lines crossing such state borders. EY3812 EY3812 EY3812.The horizontal coordinates were established by classical geodetic methods EY3812.and adjusted by the National Geodetic Survey in July 1986. EY3812 EY3812.The NAVD 88 height was computed by applying the VERTCON shift value to EY3812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3812 EY3812.The Laplace correction was computed from DEFLEC99 derived deflections. EY3812 EY3812.The geoid height was determined by GEOID03. EY3812 EY3812; North East Units Scale Factor Converg. EY3812;SPC NC - 171,941.911 811,930.963 MT 0.99987271 +1 17 02.0 EY3812;SPC NC - 564,112.75 2,663,810.17 sFT 0.99987271 +1 17 02.0 EY3812;UTM 18 - 3,905,492.167 338,522.002 MT 0.99992135 -1 01 32.6 EY3812 EY3812! - Elev Factor x Scale Factor = Combined Factor EY3812!SPC NC - 1.00000559 x 0.99987271 = 0.99987830 EY3812!UTM 18 - 1.00000559 x 0.99992135 = 0.99992694 EY3812 EY3812: Primary Azimuth Mark Grid Az EY3812:SPC NC - IDALIA RM 3 AZIMUTH 257 00 25.7 EY3812:UTM 18 - IDALIA RM 3 AZIMUTH 259 19 00.3 EY3812 EY3812|---------------------------------------------------------------------| EY3812| PID Reference Object Distance Geod. Az | EY3812| dddmmss.s | EY3812| EY5113 IDALIA RM 1 53.364 METERS 05904 | EY3812| EY5114 IDALIA RM 2 41.889 METERS 16120 | EY3812| EY3850 IDALIA 1 134.777 METERS 20359 | EY3812| EY3813 IDALIA RM 3 AZIMUTH APPROX. 0.7 KM 2581727.7 | EY3812|---------------------------------------------------------------------| EY3812 EY3812 SUPERSEDED SURVEY CONTROL EY3812 EY3812 NAD 27 - 35 16 45.81500(N) 076 46 33.26200(W) AD( ) 2 EY3812 NGVD 29 (07/19/86) 2. (m) 7. (f) VERT ANG EY3812 EY3812.Superseded values are not recommended for survey control. EY3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3812.See file dsdata.txt to determine how the superseded data were derived. EY3812 EY3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3852205492(NAD 83) EY3812_MARKER: DS = TRIANGULATION STATION DISK EY3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3812_STAMPING: IDALIA 1935 EY3812_MARK LOGO: CGS EY3812 EY3812 HISTORY - Date Condition Report By EY3812 HISTORY - 1935 MONUMENTED CGS EY3812 HISTORY - 1948 GOOD CGS EY3812 HISTORY - 1966 GOOD CGS EY3812 HISTORY - 1967 GOOD USE EY3812 EY3812 STATION DESCRIPTION EY3812 EY3812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3812'STATION IS NEAR THE HEAD OF NORTH CREEK, ABOUT 1/2 MILE E OF EY3812'THE VILLAGE OF IDALIA, AND ABOUT 2 MILES SW OF THE TOWN OF EY3812'AURORA, NORTH CAROLINA. STATION IS IN A TRIANGLE FORMED BY THE EY3812'FORKS OF THE ROYAL-GUM SWAMP ROAD, AND THE ROYAL-IDALIA ROAD, EY3812'39 FEET E OF THE FORMER AND 45 FEET W OF THE LATTER. EY3812' EY3812'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS EY3812'SET IN CONCRETE. EY3812' EY3812'REFERENCE MARK NO.1 IS NE OF STATION, 5 METERS E OF ROAD. EY3812' EY3812'REFERENCE MARK NO.2 IS SSW OF STATION ALSO ABOUT 5 METERS E OF EY3812'ROAD. EY3812' EY3812'REFERENCE MARK NO.3, (AZIMUTH MARK), IS 0.4 MILE W BY S OF THE EY3812'STATION, 6 METERS W OF THE ROAD, AND ABOUT 90 METERS E OF THE EY3812'BRIDGE ACROSS NORTH CREEK, AND ABOUT 10 METERS NE OF THE CREEK. EY3812' EY3812'TO REACH FROM AURORA, GO ACROSS SOUTH CREEK BRIDGE AND SET 0.0 EY3812'MILE AT FORKS IN ROAD, GO RIGHT AND KEEP RIGHT AT 0.3 MILE AT EY3812'1.2 MILES CROSS TRACKS AT ROYAL, AND BY KEEPING ON MAIN ROAD, EY3812'COME TO STATION AT 2.0 MILES AT FORKS IN ROAD. EY3812' EY3812'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY3812 EY3812 STATION RECOVERY (1948) EY3812 EY3812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3812'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3812'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A EY3812'STEEL TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION EY3812'IS INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3812' EY3812'STATION IS NEAR THE HEAD OF SOUTH CREEK, ABOUT 1/2 MILE E OF EY3812'THE VILLAGE OF IDALIA, AND ABOUT 2 MILES SW OF THE TOWN OF EY3812'AURORA. IT IS IN A TRIANGLE FORMED BY THE FORKS OF THE ROYAL-GUM EY3812'SWAMP ROAD AND THE ROYAL-IDALIA ROAD, 45 FEET NW OF THE FORMER, EY3812'AND 39 FEET SE OF THE LATTER. IT IS 0.95 METER NW OF MIDDLE OF EY3812'NW SIDE OF NORRIS WILLIAMS UNFINISHED HOUSE, 30.3 METERS SW OF EY3812'THE ROAD FORKS, AND 7.5 METERS E OF TREE ON EDGE OF EY3812'ROYAL-IDALIA ROAD. EY3812' EY3812'STATION MARK IS A BRONZE DISK, STAMPED---IDALIA 1935---, SET IN TOP EY3812'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE EY3812'GROUND. EY3812' EY3812'R.M. 1 IS NE OF STATION, 24.0 METERS NE OF FORK OF ROAD, 6 EY3812'METERS E OF ROAD, UNDER A PERSIMMON TREE AT JUNCTION OF TWO EY3812'DITCHES. IT IS A BRONZE REFERENCE DISK, STAMPED---IDALIA NO 1 EY3812'1935---, SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY3812'PROJECTING 6 INCHES ABOVE GROUND. EY3812' EY3812'R.M. 2 IS SSE OF STATION, ON A DITCH BANK, 5 METERS E OF THE EY3812'ROAD, AND 2 METERS N OF A LANE. IT IS A BRONZE REFERENCE DISK, EY3812'STAMPED---IDALIA NO 2 1935---, SET IN TOP OF A 12-INCH SQUARE EY3812'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND. EY3812' EY3812'R.M. 3 (AZ.MK.) IS 0.4 MILE W BY S OF THE STATION, 6 METERS N EY3812'OF THE ROAD, 70.1 METERS E OF THE BRIDGE ACROSS SOUTH CREEK, AND EY3812'10 METERS SE OF THE CREEK. IT IS A BRONZE REFERENCE DISK, EY3812'STAMPED---IDALIA NO 3 1935---, SET IN TOP OF A 12-INCH SQUARE EY3812'CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND. EY3812' EY3812'TO REACH STATION FROM AURORA, GO ACROSS SOUTH CREEK STEEL EY3812'TRUSS BRIDGE AND SET 0.0 MILES AT FORKS IN ROAD, GO RIGHT AND EY3812'CONTINUE S AT 0.3 MILE, AT 1.2 MILES CROSS TRACKS AT ROYAL, AND EY3812'BY KEEPING TO RIGHT, COME TO STATION AT 2.0 MILES AT FORKS IN EY3812'ROAD. EY3812 EY3812 STATION RECOVERY (1966) EY3812 EY3812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3812'ALL MARKS RECOVERED IN GOOD CONDITION. EY3812' EY3812'STATION MARK WAS RECOVERED 3 INCHES BELOW GROUND, 81 FEET EY3812'SOUTHWEST OF THE POINT OF GRASS IN THE Y OF THE INTERSECTION, EY3812'49 FEET WEST OF ROAD TO GUM SWAMP, 40 FEET SOUTHEAST OF CENTER EY3812'OF ROAD TO IDALIA AND 1 FOOT NORTH OF A METAL WITNESS POST. EY3812' EY3812'RM 1 PROJECTS 6 INCHES, IS 33 FEET SOUTHEAST OF THE CENTER OF EY3812'THE ROAD AT THE INTERSECTION, AND ABOUT 30 FEET WEST OF THE EY3812'SOUTHWEST CORNER OF A SMALL HOUSE. EY3812' EY3812'RM 2 IS 2 INCHES BELOW GROUND, 60 FEET EAST OF ROAD TO GUM EY3812'SWAMP AND 11 FEET NORTH OF THE CENTER OF A LANE LEADING EAST. EY3812' EY3812'RM 3 (AZIMUTH MARK) PROJECTS 4 INCHES, IS 250 FEET (PACED) EAST EY3812'OF A BRIDGE OVER SOUTH CREEK, 25 FEET NORTH OF THE CENTER OF EY3812'ROAD TO IDALIA AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST. EY3812' EY3812'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST OF EY3812'AURORA, GO EAST ON STATE HIGHWAY 33 FOR 0.4 MILE TO A ROAD EY3812'JUNCTION (5 ROADS), TURN RIGHT AS PER SIGN ROYAL AND GO SOUTH EY3812'FOR 1.0 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH EY3812'FOR 0.7 MILE TO A FORK AND THE STATION. TO REACH THE AZIMUTH EY3812'MARK FROM THE STATION, GO TOWARD IDALIA FOR 0.4 MILE TO THE EY3812'MARK ON THE RIGHT. EY3812 EY3812 STATION RECOVERY (1967) EY3812 EY3812'RECOVERY NOTE BY US ENGINEERS 1967 EY3812'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK EY3812'STAMPED---IDALIA 1935---SET IN CONCRETE 3 IN ABOVE THE GROUND. EY3812' EY3812'STATION IS IN A TRIANGLE FORMED BY THE FORKS OF THE ROYAL-GUM EY3812'SWAMP ROAD, AND THE ROYAL IDALIA ROAD, 39 FT E OF THE FORMER EY3812'AND 45 FT W OF THE LATTER. EY3812' EY3812'TO REACH STATION FROM AURORA, GO ACROSS THE SOUTH CREEK BRIDGE EY3812'AND SET 0.0 MILES AT FORKS IN ROAD, GO RIGHT AND KEEP RIGHT AT EY3812'0.3 MILE, AT 1.2 MILE CROSS TRACKS AT ROYAL, AND BY KEEPING ON EY3812'MAIN ROAD COME TO STATION SITE AT 2 MILES AT FORK IN ROAD. EY3812' EY3812'R.M. 1 WAS NOT RECOVERED. BELIEVED DESTROYED BY ROAD IMPROVEMENTS. EY3812' EY3812'R.M. 2 WAS NOT RECOVERED. BELIEVED DESTROYED BY ROAD IMPROVEMENTS. EY3812' EY3812'R.M. 3 (AZ.MK.) IS A STANDARD REFERENCE DISK 0.4 MILE FROM EY3812'STATION ON A M.AZ. OF 265 DEG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3813 *********************************************************************** EY3813 DESIGNATION - IDALIA RM 3 AZIMUTH EY3813 PID - EY3813 EY3813 STATE/COUNTY- NC/BEAUFORT EY3813 USGS QUAD - AURORA (1993) EY3813 EY3813 *CURRENT SURVEY CONTROL EY3813 ___________________________________________________________________ EY3813* NAD 83(1986)- 35 16 41.62753(N) 076 47 00.33488(W) ADJUSTED EY3813* NAVD 88 - 1. (meters) 3. (feet) VERTCON EY3813 ___________________________________________________________________ EY3813 LAPLACE CORR- -1.11 (seconds) DEFLEC99 EY3813 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3813 EY3813 HORZ ORDER - SECOND EY3813 EY3813.The North Carolina HARNS have been completed but, EY3813.due to contractual restrictions, coordinates for these stations EY3813.will NOT be published in the near future. In the interim, the EY3813.published coordinates in North Carolina will not be EY3813.consistent with the Continuously Operating Reference Stations EY3813.(CORS). The HARN coordinates for these stations are available EY3813.upon request. Contact Gary Thompson(919-733-3836). EY3813. EY3813.In addition, the published North Carolina positions EY3813.(NAD 83 (1986)) are NOT consistent with those determined in EY3813.adjacent state readjustments. The discontinuity between stations EY3813.located in North Carolina and those in adjacent states EY3813.which have been adjusted to the HARN may be as much as 5 EY3813.decimeters. This will result in a significant loss of accuracy EY3813.over lines crossing such state borders. EY3813 EY3813 EY3813.The horizontal coordinates were established by classical geodetic methods EY3813.and adjusted by the National Geodetic Survey in July 1986. EY3813 EY3813.The NAVD 88 height was computed by applying the VERTCON shift value to EY3813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3813 EY3813.The Laplace correction was computed from DEFLEC99 derived deflections. EY3813 EY3813.The geoid height was determined by GEOID03. EY3813 EY3813; North East Units Scale Factor Converg. EY3813;SPC NC - 171,777.503 811,218.429 MT 0.99987270 +1 16 45.6 EY3813;SPC NC - 563,573.36 2,661,472.46 sFT 0.99987270 +1 16 45.6 EY3813;UTM 18 - 3,905,356.600 337,803.385 MT 0.99992422 -1 01 48.9 EY3813 EY3813! - Elev Factor x Scale Factor = Combined Factor EY3813!SPC NC - 1.00000574 x 0.99987270 = 0.99987844 EY3813!UTM 18 - 1.00000574 x 0.99992422 = 0.99992996 EY3813 EY3813: Primary Azimuth Mark Grid Az EY3813:SPC NC - IDALIA 077 00 25.8 EY3813:UTM 18 - IDALIA 079 19 00.3 EY3813 EY3813|---------------------------------------------------------------------| EY3813| PID Reference Object Distance Geod. Az | EY3813| dddmmss.s | EY3813| EY3812 IDALIA APPROX. 0.7 KM 0781711.4 | EY3813| EY3806 DUMP 283.908 METERS 26116 | EY3813|---------------------------------------------------------------------| EY3813 EY3813 SUPERSEDED SURVEY CONTROL EY3813 EY3813 NAD 27 - 35 16 40.99795(N) 076 47 01.59796(W) AD( ) 2 EY3813 NGVD 29 (07/19/86) 1. (m) 3. (f) VERT ANG EY3813 EY3813.Superseded values are not recommended for survey control. EY3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3813.See file dsdata.txt to determine how the superseded data were derived. EY3813 EY3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3780305357(NAD 83) EY3813_MARKER: DR = REFERENCE MARK DISK EY3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3813_STAMPING: IDALIA NO 3 1935 EY3813_MARK LOGO: CGS EY3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3813+STABILITY: SURFACE MOTION EY3813 EY3813 HISTORY - Date Condition Report By EY3813 HISTORY - 1935 MONUMENTED CGS EY3813 EY3813 STATION DESCRIPTION EY3813 EY3813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EY3813'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST OF EY3813'AURORA, GO EAST ON STATE HIGHWAY 33 FOR 0.4 MILE TO A ROAD EY3813'JUNCTION (5 ROADS), TURN RIGHT AS PER SIGN ROYAL AND GO SOUTH EY3813'FOR 1.0 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH EY3813'FOR 0.7 MILE TO A FORK. CONTINUE FOR 0.4 MILE TO THE MARK EY3813'ON THE RIGHT. EY3813' EY3813'RM 3 PROJECTS 4 INCHES. IT IS 250 FEET (PACED) EAST EY3813'OF A BRIDGE OVER SOUTH CREEK, 25 FEET NORTH OF THE CENTER OF EY3813'ROAD TO IDALIA AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3549 *********************************************************************** EY3549 DESIGNATION - INDIAN EY3549 PID - EY3549 EY3549 STATE/COUNTY- NC/BEAUFORT EY3549 USGS QUAD - SOUTH CREEK (1993) EY3549 EY3549 *CURRENT SURVEY CONTROL EY3549 ___________________________________________________________________ EY3549* NAD 83(1986)- 35 21 39.58931(N) 076 39 45.54993(W) ADJUSTED EY3549* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3549 ___________________________________________________________________ EY3549 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3549 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3549 EY3549 HORZ ORDER - THIRD EY3549 EY3549.The North Carolina HARNS have been completed but, EY3549.due to contractual restrictions, coordinates for these stations EY3549.will NOT be published in the near future. In the interim, the EY3549.published coordinates in North Carolina will not be EY3549.consistent with the Continuously Operating Reference Stations EY3549.(CORS). The HARN coordinates for these stations are available EY3549.upon request. Contact Gary Thompson(919-733-3836). EY3549. EY3549.In addition, the published North Carolina positions EY3549.(NAD 83 (1986)) are NOT consistent with those determined in EY3549.adjacent state readjustments. The discontinuity between stations EY3549.located in North Carolina and those in adjacent states EY3549.which have been adjusted to the HARN may be as much as 5 EY3549.decimeters. This will result in a significant loss of accuracy EY3549.over lines crossing such state borders. EY3549 EY3549 EY3549.The horizontal coordinates were established by classical geodetic methods EY3549.and adjusted by the National Geodetic Survey in July 1986. EY3549 EY3549.The orthometric height was scaled from a topographic map. EY3549 EY3549.The Laplace correction was computed from DEFLEC99 derived deflections. EY3549 EY3549.The geoid height was determined by GEOID03. EY3549 EY3549; North East Units Scale Factor Converg. EY3549;SPC NC - 181,208.489 821,985.728 MT 0.99987440 +1 20 56.6 EY3549;SPC NC - 594,514.85 2,696,798.18 sFT 0.99987440 +1 20 56.6 EY3549;UTM 18 - 3,914,346.090 348,942.470 MT 0.99988121 -0 57 44.6 EY3549 EY3549! - Elev Factor x Scale Factor = Combined Factor EY3549!SPC NC - 1.00000590 x 0.99987440 = 0.99988030 EY3549!UTM 18 - 1.00000590 x 0.99988121 = 0.99988711 EY3549 EY3549: Primary Azimuth Mark Grid Az EY3549:SPC NC - DUCK BLIND B 267 05 37.7 EY3549:UTM 18 - DUCK BLIND B 269 24 18.9 EY3549 EY3549|---------------------------------------------------------------------| EY3549| PID Reference Object Distance Geod. Az | EY3549| dddmmss.s | EY3549| EY5115 INDIAN RM 18.946 METERS 09122 | EY3549| EY3547 INDIAN ISLAND SLUE LIGHT APPROX. 1.3 KM 2675508.6 | EY3549| EY3515 DUCK BLIND B APPROX. 1.8 KM 2682634.3 | EY3549| EY3516 DUCK BLIND C APPROX. 2.3 KM 2702826.3 | EY3549|---------------------------------------------------------------------| EY3549 EY3549 SUPERSEDED SURVEY CONTROL EY3549 EY3549 NAD 27 - 35 21 38.98500(N) 076 39 46.80500(W) AD( ) 3 EY3549 EY3549.Superseded values are not recommended for survey control. EY3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3549.See file dsdata.txt to determine how the superseded data were derived. EY3549 EY3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4894214346(NAD 83) EY3549_MARKER: DS = TRIANGULATION STATION DISK EY3549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3549_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3549 EY3549 HISTORY - Date Condition Report By EY3549 HISTORY - 1914 MONUMENTED CGS EY3549 HISTORY - 1932 SEE DESCRIPTION CGS EY3549 HISTORY - 1948 SEE DESCRIPTION CGS EY3549 EY3549 STATION DESCRIPTION EY3549 EY3549'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3549'STATION IS ON INDIAN ISLAND, NEAR THE S BANK OF PAMLICO EY3549'RIVER, ABOUT 3 MILES W OF GOOSE CREEK, AT THE WESTERN END OF EY3549'THE ISLAND ON THE POINT WHICH IS ALMOST CIRCULAR IN SHAPE, EY3549'ABOUT 100 FEET ACROSS AND CONNECTED TO THE ISLAND PROPER BY EY3549'A STRIP OF GRASS-COVERED SAND, CLOSE TO THE CENTER OF THIS EY3549'CIRCLE SURROUNDED BY TALL GRASS. EY3549' EY3549'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3549'IN THE CENTER OF THE TOPS OF TILES AS DESCRIBED. EY3549'6C AND 13C. EY3549' EY3549'THE REFERENCE MARK IS 18.94 METERS (62.14 FEET) FROM THE EY3549'STATION S 88 DEG 38 MIN E. EY3549 EY3549 STATION RECOVERY (1932) EY3549 EY3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM) EY3549'STATION AND REFERENCE MARKS WERE RECOVERED, BUT THE DISKS HAD EY3549'BEEN KNOCKED OUT OF BOTH. THE OLD TILES HAD THE TOPS BROKEN EY3549'OFF. THE WESTERN ONE WAS ABOUT 4 METERS FROM SHORE, AND THE EY3549'EASTERN ONE CLOSE TO SHORE. THE SHORE IS ERODING SOME, BUT EY3549'NOT SERIOUSLY. EY3549' EY3549'A NEW STATION, HINDOO, WAS ESTABLISHED WITH TWO NEW REFERENCE EY3549'MARKS. EY3549 EY3549 STATION RECOVERY (1948) EY3549 EY3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3549'THE BROKEN-TOPPED TILES MENTIONED IN THE 1932 RECOVERY NOTES EY3549'HAVE BEEN COMPLETELY DESTROYED BY EROSION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3548 *********************************************************************** EY3548 DESIGNATION - INDIAN SLUE BEACON EY3548 PID - EY3548 EY3548 STATE/COUNTY- NC/BEAUFORT EY3548 USGS QUAD - SOUTH CREEK (1993) EY3548 EY3548 *CURRENT SURVEY CONTROL EY3548 ___________________________________________________________________ EY3548* NAD 83(1986)- 35 21 38.02045(N) 076 40 37.70040(W) ADJUSTED EY3548* NAVD 88 - EY3548 ___________________________________________________________________ EY3548 LAPLACE CORR- -0.76 (seconds) DEFLEC99 EY3548 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3548 EY3548 HORZ ORDER - THIRD EY3548 EY3548.The North Carolina HARNS have been completed but, EY3548.due to contractual restrictions, coordinates for these stations EY3548.will NOT be published in the near future. In the interim, the EY3548.published coordinates in North Carolina will not be EY3548.consistent with the Continuously Operating Reference Stations EY3548.(CORS). The HARN coordinates for these stations are available EY3548.upon request. Contact Gary Thompson(919-733-3836). EY3548. EY3548.In addition, the published North Carolina positions EY3548.(NAD 83 (1986)) are NOT consistent with those determined in EY3548.adjacent state readjustments. The discontinuity between stations EY3548.located in North Carolina and those in adjacent states EY3548.which have been adjusted to the HARN may be as much as 5 EY3548.decimeters. This will result in a significant loss of accuracy EY3548.over lines crossing such state borders. EY3548 EY3548 EY3548.The horizontal coordinates were established by classical geodetic methods EY3548.and adjusted by the National Geodetic Survey in July 1986. EY3548 EY3548 EY3548.The Laplace correction was computed from DEFLEC99 derived deflections. EY3548 EY3548.The geoid height was determined by GEOID03. EY3548 EY3548; North East Units Scale Factor Converg. EY3548;SPC NC - 181,129.262 820,670.798 MT 0.99987439 +1 20 26.5 EY3548;SPC NC - 594,254.92 2,692,484.11 sFT 0.99987439 +1 20 26.5 EY3548;UTM 18 - 3,914,319.960 347,625.403 MT 0.99988613 -0 58 14.8 EY3548 EY3548 SUPERSEDED SURVEY CONTROL EY3548 EY3548 NAD 27 - 35 21 37.41900(N) 076 40 38.95100(W) AD( ) 3 EY3548 EY3548.Superseded values are not recommended for survey control. EY3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3548.See file dsdata.txt to determine how the superseded data were derived. EY3548 EY3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4762514320(NAD 83) EY3548_MARKER: 14 = NAVIGATION LIGHT EY3548 EY3548 HISTORY - Date Condition Report By EY3548 HISTORY - 1935 FIRST OBSERVED CGS EY3548 HISTORY - 1948 SEE DESCRIPTION CGS EY3548 EY3548 STATION DESCRIPTION EY3548 EY3548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3548'STATION IS AT THE MOUTH OF SOUTH CREEK, KNOWN AS INDIAN ISLAND EY3548'SLUE, BEACON LIGHT LIST NO. 2182. STATION WAS UNOCCUPIED, GLASS EY3548'GLOBE OF LIGHT BEING USED AS TARGET. EY3548 EY3548 STATION RECOVERY (1948) EY3548 EY3548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3548'THIS STATION MAY BE IN POSITION. LIGHT LIST INTRACOASTAL EY3548'WATERWAY 1947 STATES THAT THE LIGHT WAS BUILT IN 1906 AND EY3548'REBUILT IN 1933. THEODOLITE CUTS HAVE BEEN MADE TO THE LIGHT EY3548'TO CHECK THE POSITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9101 *********************************************************************** AF9101 DESIGNATION - INN AF9101 PID - AF9101 AF9101 STATE/COUNTY- NC/BEAUFORT AF9101 USGS QUAD - BELHAVEN (1974) AF9101 AF9101 *CURRENT SURVEY CONTROL AF9101 ___________________________________________________________________ AF9101* NAD 83(1986)- 35 33 37.62329(N) 076 34 21.78941(W) ADJUSTED AF9101* NAVD 88 - 0.9 (meters) 3. (feet) VERT ANG AF9101 ___________________________________________________________________ AF9101 LAPLACE CORR- -2.96 (seconds) DEFLEC99 AF9101 GEOID HEIGHT- -37.22 (meters) GEOID03 AF9101 AF9101 HORZ ORDER - SECOND AF9101 AF9101.The North Carolina HARNS have been completed but, AF9101.due to contractual restrictions, coordinates for these stations AF9101.will NOT be published in the near future. In the interim, the AF9101.published coordinates in North Carolina will not be AF9101.consistent with the Continuously Operating Reference Stations AF9101.(CORS). The HARN coordinates for these stations are available AF9101.upon request. Contact Gary Thompson(919-733-3836). AF9101. AF9101.In addition, the published North Carolina positions AF9101.(NAD 83 (1986)) are NOT consistent with those determined in AF9101.adjacent state readjustments. The discontinuity between stations AF9101.located in North Carolina and those in adjacent states AF9101.which have been adjusted to the HARN may be as much as 5 AF9101.decimeters. This will result in a significant loss of accuracy AF9101.over lines crossing such state borders. AF9101 AF9101 AF9101.The horizontal coordinates were established by classical geodetic methods AF9101.and adjusted by the National Geodetic Survey in July 1998. AF9101 AF9101.The orthometric height was determined by vertical angle observations. AF9101 AF9101.The Laplace correction was computed from DEFLEC99 derived deflections. AF9101 AF9101.The geoid height was determined by GEOID03. AF9101 AF9101; North East Units Scale Factor Converg. AF9101;SPC NC - 203,524.540 829,615.022 MT 0.99988706 +1 24 03.4 AF9101;SPC NC - 667,730.09 2,721,828.62 sFT 0.99988706 +1 24 03.4 AF9101;UTM 18 - 3,936,335.647 357,466.316 MT 0.99985036 -0 54 53.2 AF9101 AF9101! - Elev Factor x Scale Factor = Combined Factor AF9101!SPC NC - 1.00000571 x 0.99988706 = 0.99989277 AF9101!UTM 18 - 1.00000571 x 0.99985036 = 0.99985607 AF9101 AF9101 SUPERSEDED SURVEY CONTROL AF9101 AF9101.No superseded survey control is available for this station. AF9101 AF9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5746636336(NAD 83) AF9101_MARKER: DE = TRAVERSE STATION DISK AF9101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9101_STAMPING: INN 1982 AF9101_MARK LOGO: NCGS AF9101_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9101+STABILITY: SURFACE MOTION AF9101 AF9101 HISTORY - Date Condition Report By AF9101 HISTORY - 1982 MONUMENTED NCGS AF9101 AF9101 STATION DESCRIPTION AF9101 AF9101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9101'STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) EAST-NORTHEAST OF BELHAVEN AF9101'AND 13.5 KM (8.40 MI) WEST-NORTHWEST OF SCRANTON. ALONG US 264 FOR 7.1 AF9101'KM (4.40 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), OR 0.4 KM AF9101'(0.25 MI) EAST FROM SR 1709, NEAR HOWARDS INN. MARK IS RECESSED 4 AF9101'INCHES BELOW GROUND. LOCATED 6.3 M (20.7 FT) NORTHEAST OF THE AF9101'CENTERLINE OF US 264, 27.6 M (90.6 FT) SOUTHEAST OF A 10-INCH PECAN AF9101'(EASTERNMOST OF TWO), 38.6 M (126.6 FT) WEST OF THE WEST END OF A AF9101'DRIVEWAY CULVERT--AND 20.8 M (68.2 FT) NORTHWEST OF A TELEPHONE AF9101'WARNING POST, 36.3 M (119.1 FT) WEST OF A TELEPHONE POLE WITH A AF9101'PEDESTAL (272), AND 21.6 M (70.9 FT) WEST OF A 10-INCH BIRCH--ALL AF9101'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9116 *********************************************************************** AF9116 DESIGNATION - INTERSECTION AF9116 PID - AF9116 AF9116 STATE/COUNTY- NC/BEAUFORT AF9116 USGS QUAD - BUNYAN (1974) AF9116 AF9116 *CURRENT SURVEY CONTROL AF9116 ___________________________________________________________________ AF9116* NAD 83(1986)- 35 33 10.86011(N) 076 54 37.08039(W) ADJUSTED AF9116* NAVD 88 - 10.4 (meters) 34. (feet) VERT ANG AF9116 ___________________________________________________________________ AF9116 LAPLACE CORR- -1.97 (seconds) DEFLEC99 AF9116 GEOID HEIGHT- -36.79 (meters) GEOID03 AF9116 AF9116 HORZ ORDER - SECOND AF9116 AF9116.The North Carolina HARNS have been completed but, AF9116.due to contractual restrictions, coordinates for these stations AF9116.will NOT be published in the near future. In the interim, the AF9116.published coordinates in North Carolina will not be AF9116.consistent with the Continuously Operating Reference Stations AF9116.(CORS). The HARN coordinates for these stations are available AF9116.upon request. Contact Gary Thompson(919-733-3836). AF9116. AF9116.In addition, the published North Carolina positions AF9116.(NAD 83 (1986)) are NOT consistent with those determined in AF9116.adjacent state readjustments. The discontinuity between stations AF9116.located in North Carolina and those in adjacent states AF9116.which have been adjusted to the HARN may be as much as 5 AF9116.decimeters. This will result in a significant loss of accuracy AF9116.over lines crossing such state borders. AF9116 AF9116 AF9116.The horizontal coordinates were established by classical geodetic methods AF9116.and adjusted by the National Geodetic Survey in July 1998. AF9116 AF9116.The orthometric height was determined by vertical angle observations. AF9116 AF9116.The Laplace correction was computed from DEFLEC99 derived deflections. AF9116 AF9116.The geoid height was determined by GEOID03. AF9116 AF9116; North East Units Scale Factor Converg. AF9116;SPC NC - 202,003.818 799,038.235 MT 0.99988637 +1 12 22.0 AF9116;SPC NC - 662,740.86 2,621,511.28 sFT 0.99988637 +1 12 22.0 AF9116;UTM 18 - 3,936,052.033 326,852.398 MT 0.99996946 -1 06 39.7 AF9116 AF9116! - Elev Factor x Scale Factor = Combined Factor AF9116!SPC NC - 1.00000414 x 0.99988637 = 0.99989051 AF9116!UTM 18 - 1.00000414 x 0.99996946 = 0.99997360 AF9116 AF9116 SUPERSEDED SURVEY CONTROL AF9116 AF9116.No superseded survey control is available for this station. AF9116 AF9116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2685236052(NAD 83) AF9116_MARKER: DE = TRAVERSE STATION DISK AF9116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9116_STAMPING: INTERSECTION 1983 AF9116_MARK LOGO: NCGS AF9116_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9116+STABILITY: SURFACE MOTION AF9116 AF9116 HISTORY - Date Condition Report By AF9116 HISTORY - 1983 MONUMENTED NCGS AF9116 AF9116 STATION DESCRIPTION AF9116 AF9116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9116'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) SOUTHWEST OF PINETOWN AND AF9116'13.0 KM (8.05 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 4.7 KM (2.90 MI) AF9116'NORTH FROM US 264, JUST SOUTH OF THE JUNCTION WITH SR 1520, IN THE AF9116'LEFT SHOULDER OF NC 32. MARK IS RECESSED 2 INCHES BELOW GROUND. AF9116'LOCATED 6.6 M (21.7 FT) NORTH OF THE CENTERLINE OF NC 32, 18.0 M (59.1 AF9116'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1520, 8.7 M (28.5 FT) AF9116'SOUTH OF A TELEPHONE POLE AND PEDESTAL, 20.0 M (65.6 FT) NORTHWEST OF AF9116'THE WEST END OF A DRIVEWAY CULVERT, AND 20.8 M (68.2 FT) NORTHWEST OF AF9116'AN 18-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3287 *********************************************************************** EY3287 DESIGNATION - INTRACOASTAL WATERWAY BCN 24 EY3287 PID - EY3287 EY3287 STATE/COUNTY- NC/BEAUFORT EY3287 USGS QUAD - PONZER (1983) EY3287 EY3287 *CURRENT SURVEY CONTROL EY3287 ___________________________________________________________________ EY3287* NAD 83(1986)- 35 32 09.89464(N) 076 28 53.25604(W) ADJUSTED EY3287* NAVD 88 - EY3287 ___________________________________________________________________ EY3287 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EY3287 GEOID HEIGHT- -37.42 (meters) GEOID03 EY3287 EY3287 HORZ ORDER - THIRD EY3287 EY3287.The North Carolina HARNS have been completed but, EY3287.due to contractual restrictions, coordinates for these stations EY3287.will NOT be published in the near future. In the interim, the EY3287.published coordinates in North Carolina will not be EY3287.consistent with the Continuously Operating Reference Stations EY3287.(CORS). The HARN coordinates for these stations are available EY3287.upon request. Contact Gary Thompson(919-733-3836). EY3287. EY3287.In addition, the published North Carolina positions EY3287.(NAD 83 (1986)) are NOT consistent with those determined in EY3287.adjacent state readjustments. The discontinuity between stations EY3287.located in North Carolina and those in adjacent states EY3287.which have been adjusted to the HARN may be as much as 5 EY3287.decimeters. This will result in a significant loss of accuracy EY3287.over lines crossing such state borders. EY3287 EY3287 EY3287.The horizontal coordinates were established by classical geodetic methods EY3287.and adjusted by the National Geodetic Survey in July 1986. EY3287 EY3287 EY3287.The Laplace correction was computed from DEFLEC99 derived deflections. EY3287 EY3287.The geoid height was determined by GEOID03. EY3287 EY3287; North East Units Scale Factor Converg. EY3287;SPC NC - 201,028.015 837,953.791 MT 0.99988486 +1 27 13.1 EY3287;SPC NC - 659,539.41 2,749,186.73 sFT 0.99988486 +1 27 13.1 EY3287;UTM 18 - 3,933,504.431 365,697.013 MT 0.99982228 -0 51 40.2 EY3287 EY3287 SUPERSEDED SURVEY CONTROL EY3287 EY3287 NAD 27 - 35 32 09.29500(N) 076 28 54.52300(W) AD( ) 3 EY3287 EY3287.Superseded values are not recommended for survey control. EY3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3287.See file dsdata.txt to determine how the superseded data were derived. EY3287 EY3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6569733504(NAD 83) EY3287_MARKER: 14 = NAVIGATION LIGHT EY3287 EY3287 HISTORY - Date Condition Report By EY3287 HISTORY - 1934 FIRST OBSERVED CGS EY3287 HISTORY - 1949 GOOD CGS EY3287 EY3287 STATION DESCRIPTION EY3287 EY3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3287'RED, THREE-PILE, SLATTED, LIGHTED BEACON IN THE MIDDLE OF EY3287'PUNGO RIVER, 5 MILES E OF BELHAVEN, 2 MILES SW OF ENTRANCE OF EY3287'ALLIGATOR RIVER-PUNGO RIVER CANAL. EY3287 EY3287 STATION RECOVERY (1949) EY3287 EY3287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3287'STATION RECOVERED IN GOOD CONDITION. ORIGINAL DESCRIPTION IS EY3287'ADEQUATE. ACCORDING TO THE LIGHT LIST, INTRACOASTAL WATERWAY OF EY3287'THE UNITED STATES 1948 EDITION, THIS LIGHT WAS LAST REBUILT IN EY3287'1928. IT IS LISTED IN THIS PUBLICATION AS PUNGO RIVER LIGHT 21. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3523 *********************************************************************** EY3523 DESIGNATION - IRON PIPE EY3523 PID - EY3523 EY3523 STATE/COUNTY- NC/BEAUFORT EY3523 USGS QUAD - SOUTH CREEK (1993) EY3523 EY3523 *CURRENT SURVEY CONTROL EY3523 ___________________________________________________________________ EY3523* NAD 83(1986)- 35 20 06.15969(N) 076 42 53.76760(W) ADJUSTED EY3523* NAVD 88 - 2. (meters) 7. (feet) VERTCON EY3523 ___________________________________________________________________ EY3523 LAPLACE CORR- -0.76 (seconds) DEFLEC99 EY3523 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3523 EY3523 HORZ ORDER - SECOND EY3523 EY3523.The North Carolina HARNS have been completed but, EY3523.due to contractual restrictions, coordinates for these stations EY3523.will NOT be published in the near future. In the interim, the EY3523.published coordinates in North Carolina will not be EY3523.consistent with the Continuously Operating Reference Stations EY3523.(CORS). The HARN coordinates for these stations are available EY3523.upon request. Contact Gary Thompson(919-733-3836). EY3523. EY3523.In addition, the published North Carolina positions EY3523.(NAD 83 (1986)) are NOT consistent with those determined in EY3523.adjacent state readjustments. The discontinuity between stations EY3523.located in North Carolina and those in adjacent states EY3523.which have been adjusted to the HARN may be as much as 5 EY3523.decimeters. This will result in a significant loss of accuracy EY3523.over lines crossing such state borders. EY3523 EY3523 EY3523.The horizontal coordinates were established by classical geodetic methods EY3523.and adjusted by the National Geodetic Survey in July 1986. EY3523 EY3523.The NAVD 88 height was computed by applying the VERTCON shift value to EY3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3523 EY3523.The Laplace correction was computed from DEFLEC99 derived deflections. EY3523 EY3523.The geoid height was determined by GEOID03. EY3523 EY3523; North East Units Scale Factor Converg. EY3523;SPC NC - 178,219.639 817,302.143 MT 0.99987364 +1 19 07.9 EY3523;SPC NC - 584,708.93 2,681,432.11 sFT 0.99987364 +1 19 07.9 EY3523;UTM 18 - 3,911,548.500 344,142.086 MT 0.99989937 -0 59 31.4 EY3523 EY3523! - Elev Factor x Scale Factor = Combined Factor EY3523!SPC NC - 1.00000558 x 0.99987364 = 0.99987922 EY3523!UTM 18 - 1.00000558 x 0.99989937 = 0.99990495 EY3523 EY3523 SUPERSEDED SURVEY CONTROL EY3523 EY3523 NAD 27 - 35 20 05.54574(N) 076 42 55.03056(W) AD( ) 2 EY3523 NGVD 29 (07/19/86) 2. (m) 7. (f) VERT ANG EY3523 EY3523.Superseded values are not recommended for survey control. EY3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3523.See file dsdata.txt to determine how the superseded data were derived. EY3523 EY3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4414211549(NAD 83) EY3523_MARKER: I = METAL ROD EY3523_SETTING: 0 = UNSPECIFIED SETTING EY3523_MARK LOGO: NCGS EY3523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3523 EY3523 HISTORY - Date Condition Report By EY3523 HISTORY - 1966 MONUMENTED NCGS EY3523 EY3523 STATION DESCRIPTION EY3523 EY3523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3523'IRON PIPE IS AN IRON PIPE SET BY THE N. C. GEODETIC SURVEY EY3523'DIVISION. TO REACH PROCEED FROM SR 1912 NORTH ALONG SR 1913 EY3523'(DIRT ROAD) FOR 1.5 MILES TO STATION ON WEST SIDE OF SR 1913 EY3523'ACROSS FROM DRAIN DITCH WITH FOUR 2X4S AROUND PIPE. EY3523' EY3523'IRON PIPE IS EY3523' EY3523'157.0 FT N OF CROSSOVER OF DRAIN DITCH EY3523' EY3523'42.7 FT W OF C/L OF SR 1913 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0422 *********************************************************************** EY0422 DESIGNATION - J 164 EY0422 PID - EY0422 EY0422 STATE/COUNTY- NC/BEAUFORT EY0422 USGS QUAD - BUNYAN (1974) EY0422 EY0422 *CURRENT SURVEY CONTROL EY0422 ___________________________________________________________________ EY0422* NAD 83(1986)- 35 32 10.46586(N) 076 58 30.48813(W) ADJUSTED EY0422* NAVD 88 - 4.345 (meters) 14.26 (feet) ADJUSTED EY0422 ___________________________________________________________________ EY0422 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EY0422 GEOID HEIGHT- -36.73 (meters) GEOID03 EY0422 DYNAMIC HT - 4.341 (meters) 14.24 (feet) COMP EY0422 MODELED GRAV- 979,761.1 (mgal) NAVD 88 EY0422 EY0422 HORZ ORDER - SECOND EY0422 VERT ORDER - FIRST CLASS II EY0422 EY0422.The North Carolina HARNS have been completed but, EY0422.due to contractual restrictions, coordinates for these stations EY0422.will NOT be published in the near future. In the interim, the EY0422.published coordinates in North Carolina will not be EY0422.consistent with the Continuously Operating Reference Stations EY0422.(CORS). The HARN coordinates for these stations are available EY0422.upon request. Contact Gary Thompson(919-733-3836). EY0422. EY0422.In addition, the published North Carolina positions EY0422.(NAD 83 (1986)) are NOT consistent with those determined in EY0422.adjacent state readjustments. The discontinuity between stations EY0422.located in North Carolina and those in adjacent states EY0422.which have been adjusted to the HARN may be as much as 5 EY0422.decimeters. This will result in a significant loss of accuracy EY0422.over lines crossing such state borders. EY0422 EY0422 EY0422.The horizontal coordinates were established by classical geodetic methods EY0422.and adjusted by the National Geodetic Survey in July 1998. EY0422 EY0422.The orthometric height was determined by differential leveling EY0422.and adjusted by the National Geodetic Survey in June 1991. EY0422 EY0422.The Laplace correction was computed from DEFLEC99 derived deflections. EY0422 EY0422.The geoid height was determined by GEOID03. EY0422 EY0422.The dynamic height is computed by dividing the NAVD 88 EY0422.geopotential number by the normal gravity value computed on the EY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0422.degrees latitude (g = 980.6199 gals.). EY0422 EY0422.The modeled gravity was interpolated from observed gravity values. EY0422 EY0422; North East Units Scale Factor Converg. EY0422;SPC NC - 200,021.284 793,199.508 MT 0.99988488 +1 10 07.3 EY0422;SPC NC - 656,236.50 2,602,355.39 sFT 0.99988488 +1 10 07.3 EY0422;UTM 18 - 3,934,307.008 320,937.722 MT 0.99999513 -1 08 53.8 EY0422 EY0422! - Elev Factor x Scale Factor = Combined Factor EY0422!SPC NC - 1.00000508 x 0.99988488 = 0.99988996 EY0422!UTM 18 - 1.00000508 x 0.99999513 = 1.00000021 EY0422 EY0422 SUPERSEDED SURVEY CONTROL EY0422 EY0422 NAVD 88 (07/14/98) 4.35 (m) 14.3 (f) LEVELING 3 EY0422 NGVD 29 (??/??/92) 4.673 (m) 15.33 (f) ADJ UNCH 1 2 EY0422 EY0422.Superseded values are not recommended for survey control. EY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0422.See file dsdata.txt to determine how the superseded data were derived. EY0422 EY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2093834307(NAD 83) EY0422_MARKER: DB = BENCH MARK DISK EY0422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EY0422_SP_SET: HEADWALL EY0422_STAMPING: J 164 1963 EY0422_MARK LOGO: CGS EY0422_MAGNETIC: O = OTHER; SEE DESCRIPTION EY0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0422+STABILITY: SURFACE MOTION EY0422 EY0422 HISTORY - Date Condition Report By EY0422 HISTORY - 1963 MONUMENTED CGS EY0422 HISTORY - 1979 GOOD NCGS EY0422 HISTORY - 1982 GOOD NCGS EY0422 HISTORY - 19820425 GOOD NCGS EY0422 HISTORY - 19870829 GOOD USPSQD EY0422 EY0422 STATION DESCRIPTION EY0422 EY0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0422'4.2 MI NE FROM WASHINGTON. EY0422'ABOUT 4.15 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY EY0422'FROM THE STATION AT WASHINGTON, THENCE 0.05 MILES EAST ALONG U.S. EY0422'HIGHWAY 264, SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST EY0422'CONCRETE HEAD WALL OF A QUADRUPLE BOX TYPE CULVERT UNDER THE EY0422'HIGHWAY FOR BROAD CREEK, 28.0 FEET NORTHEAST OF THE CENTER LINE OF EY0422'THE HIGHWAY, 271 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK EY0422'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. EY0422 EY0422 STATION RECOVERY (1979) EY0422 EY0422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY0422'4.85 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17 EY0422'IN WASHINGTON, SET ON TOP OF THE NORTHWEST END OF THE NORTH CONCRETE EY0422'HEADWALL OF A QUADRUPLE BOX TYPE CULVERT FOR BROAD CREEK AND 0.15 EY0422'MILE EAST OF INTERSECTION WITH SR 1522, 271 FEET SOUTHEAST OF THE EY0422'SOUTHEAST RAIL OF NORFOLK SOUTHERN TRACKS, 28.6 FEET NORTH OF EY0422'CENTERLINE OF HIGHWAY AND 29.7 FEET EAST OF A JUNCTION SIGN. EY0422'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY0422 EY0422 STATION RECOVERY (1982) EY0422 EY0422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0422'RECOVERED IN GOOD CONDITION. EY0422 EY0422 STATION RECOVERY (1982) EY0422 EY0422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0422'RECOVERED AS DESCRIBED. MARK IS LOCATED 33.5 FT (10.2 M) EAST OF NCGS EY0422'STATION--BUNYAN--, AND 33.7 FT (10.3 M) EAST OF A JUNCTION SIGN WITH A EY0422'REFERENCE TAG. EY0422 EY0422 STATION RECOVERY (1987) EY0422 EY0422'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY0422'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5885 *********************************************************************** AE5885 DESIGNATION - JACK AE5885 PID - AE5885 AE5885 STATE/COUNTY- NC/BEAUFORT AE5885 USGS QUAD - HACKNEY (1983) AE5885 AE5885 *CURRENT SURVEY CONTROL AE5885 ___________________________________________________________________ AE5885* NAD 83(1986)- 35 27 56.13622(N) 077 03 53.60622(W) ADJUSTED AE5885* NAVD 88 - 9.048 (meters) 29.68 (feet) ADJUSTED AE5885 ___________________________________________________________________ AE5885 LAPLACE CORR- -1.91 (seconds) DEFLEC99 AE5885 GEOID HEIGHT- -36.71 (meters) GEOID03 AE5885 DYNAMIC HT - 9.040 (meters) 29.66 (feet) COMP AE5885 MODELED GRAV- 979,751.7 (mgal) NAVD 88 AE5885 AE5885 HORZ ORDER - SECOND AE5885 VERT ORDER - SECOND CLASS II AE5885 AE5885.The North Carolina HARNS have been completed but, AE5885.due to contractual restrictions, coordinates for these stations AE5885.will NOT be published in the near future. In the interim, the AE5885.published coordinates in North Carolina will not be AE5885.consistent with the Continuously Operating Reference Stations AE5885.(CORS). The HARN coordinates for these stations are available AE5885.upon request. Contact Gary Thompson(919-733-3836). AE5885. AE5885.In addition, the published North Carolina positions AE5885.(NAD 83 (1986)) are NOT consistent with those determined in AE5885.adjacent state readjustments. The discontinuity between stations AE5885.located in North Carolina and those in adjacent states AE5885.which have been adjusted to the HARN may be as much as 5 AE5885.decimeters. This will result in a significant loss of accuracy AE5885.over lines crossing such state borders. AE5885 AE5885 AE5885.The horizontal coordinates were established by classical geodetic methods AE5885.and adjusted by the National Geodetic Survey in April 1998. AE5885 AE5885.The orthometric height was determined by differential leveling AE5885.and adjusted by the National Geodetic Survey in June 1998. AE5885 AE5885.The Laplace correction was computed from DEFLEC99 derived deflections. AE5885 AE5885.The geoid height was determined by GEOID03. AE5885 AE5885.The dynamic height is computed by dividing the NAVD 88 AE5885.geopotential number by the normal gravity value computed on the AE5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5885.degrees latitude (g = 980.6199 gals.). AE5885 AE5885.The modeled gravity was interpolated from observed gravity values. AE5885 AE5885; North East Units Scale Factor Converg. AE5885;SPC NC - 192,023.094 785,215.072 MT 0.99987953 +1 07 00.8 AE5885;SPC NC - 629,995.77 2,576,159.78 sFT 0.99987953 +1 07 00.8 AE5885;UTM 18 - 3,926,637.022 312,635.479 MT 1.00003263 -1 11 54.3 AE5885 AE5885! - Elev Factor x Scale Factor = Combined Factor AE5885!SPC NC - 1.00000434 x 0.99987953 = 0.99988387 AE5885!UTM 18 - 1.00000434 x 1.00003263 = 1.00003697 AE5885 AE5885 SUPERSEDED SURVEY CONTROL AE5885 AE5885 NGVD 29 (04/29/98) 9.38 (m) 30.8 (f) LEVELING 3 AE5885 AE5885.Superseded values are not recommended for survey control. AE5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5885.See file dsdata.txt to determine how the superseded data were derived. AE5885 AE5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1263526637(NAD 83) AE5885_MARKER: DH = HORIZONTAL CONTROL DISK AE5885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5885_STAMPING: JACK 1983 AE5885_MARK LOGO: NCGS AE5885_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5885+STABILITY: SURFACE MOTION AE5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5885+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5885 AE5885 HISTORY - Date Condition Report By AE5885 HISTORY - 1983 MONUMENTED NCGS AE5885 HISTORY - 19900514 GOOD NCGS AE5885 HISTORY - 20040327 GOOD USPSQD AE5885 AE5885 STATION DESCRIPTION AE5885 AE5885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5885'STATION IS LOCATED 6.4 KM (3.95 MI) SOUTHEAST OF CHOCOWINITY, OR 15.0 AE5885'KM (9.30 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 6.7 KM AE5885'(4.15 MI) SOUTHEAST FROM US 17, AT SR 1138, NEAR A LARGE TWO-STORY AE5885'HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 5.5 M (18.0 AE5885'FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43.5 M (142.7 FT) AE5885'NORTHWEST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND SR 1138, AE5885'15.5 M (50.9 FT) EAST OF THE SOUTHEAST CORNER OF A TWO-STORY FRAME AE5885'HOUSE--AND 20.1 M (65.9 FT) SOUTH-SOUTHEAST OF A TELEPHONE POLE 104, AE5885'40.5 M (132.9 FT) NORTHWEST OF A 36-INCH OAK--BOTH WITH REFERENCE AE5885'TAGS. AE5885 AE5885 STATION RECOVERY (1990) AE5885 AE5885'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5885'RECOVERED AS DESCRIBED. AE5885 AE5885 STATION RECOVERY (2004) AE5885 AE5885'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5885'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9115 *********************************************************************** AF9115 DESIGNATION - JACKET AF9115 PID - AF9115 AF9115 STATE/COUNTY- NC/BEAUFORT AF9115 USGS QUAD - BUNYAN (1974) AF9115 AF9115 *CURRENT SURVEY CONTROL AF9115 ___________________________________________________________________ AF9115* NAD 83(1986)- 35 32 54.28408(N) 076 55 40.53979(W) ADJUSTED AF9115* NAVD 88 - 10.1 (meters) 33. (feet) VERT ANG AF9115 ___________________________________________________________________ AF9115 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AF9115 GEOID HEIGHT- -36.78 (meters) GEOID03 AF9115 AF9115 HORZ ORDER - SECOND AF9115 AF9115.The North Carolina HARNS have been completed but, AF9115.due to contractual restrictions, coordinates for these stations AF9115.will NOT be published in the near future. In the interim, the AF9115.published coordinates in North Carolina will not be AF9115.consistent with the Continuously Operating Reference Stations AF9115.(CORS). The HARN coordinates for these stations are available AF9115.upon request. Contact Gary Thompson(919-733-3836). AF9115. AF9115.In addition, the published North Carolina positions AF9115.(NAD 83 (1986)) are NOT consistent with those determined in AF9115.adjacent state readjustments. The discontinuity between stations AF9115.located in North Carolina and those in adjacent states AF9115.which have been adjusted to the HARN may be as much as 5 AF9115.decimeters. This will result in a significant loss of accuracy AF9115.over lines crossing such state borders. AF9115 AF9115 AF9115.The horizontal coordinates were established by classical geodetic methods AF9115.and adjusted by the National Geodetic Survey in July 1998. AF9115 AF9115.The orthometric height was determined by vertical angle observations. AF9115 AF9115.The Laplace correction was computed from DEFLEC99 derived deflections. AF9115 AF9115.The geoid height was determined by GEOID03. AF9115 AF9115; North East Units Scale Factor Converg. AF9115;SPC NC - 201,459.623 797,451.138 MT 0.99988595 +1 11 45.4 AF9115;SPC NC - 660,955.45 2,616,304.28 sFT 0.99988595 +1 11 45.4 AF9115;UTM 18 - 3,935,572.409 325,244.458 MT 0.99997635 -1 07 16.2 AF9115 AF9115! - Elev Factor x Scale Factor = Combined Factor AF9115!SPC NC - 1.00000418 x 0.99988595 = 0.99989013 AF9115!UTM 18 - 1.00000418 x 0.99997635 = 0.99998053 AF9115 AF9115 SUPERSEDED SURVEY CONTROL AF9115 AF9115.No superseded survey control is available for this station. AF9115 AF9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2524435572(NAD 83) AF9115_MARKER: DE = TRAVERSE STATION DISK AF9115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9115_STAMPING: JACKET 1983 AF9115_MARK LOGO: NCGS AF9115_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9115+STABILITY: SURFACE MOTION AF9115 AF9115 HISTORY - Date Condition Report By AF9115 HISTORY - 1983 MONUMENTED NCGS AF9115 AF9115 STATION DESCRIPTION AF9115 AF9115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9115'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) SOUTHWEST OF PINETOWN AND AF9115'11.9 KM (7.40 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 3.0 KM (1.85 MI) AF9115'NORTH FROM US 264, IN THE LEFT SHOULDER, NEAR A DRIVEWAY TO BLUE AF9115'JACKET FARMS. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 6.4 M AF9115'(21.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 M (11.5 FT) AF9115'EAST-SOUTHEAST OF THE NORTHEAST END OF A DRIVEWAY CULVERT--AND 26.2 M AF9115'(86.0 FT) NORTHEAST OF A 12-INCH PINE, 26.8 M (87.9 FT) NORTHWEST OF A AF9115'12-INCH PINE, AND 22.5 M (73.8 FT) EAST-SOUTHEAST OF A POWER POLE--ALL AF9115'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3814 *********************************************************************** EY3814 DESIGNATION - JACOB EY3814 PID - EY3814 EY3814 STATE/COUNTY- NC/BEAUFORT EY3814 USGS QUAD - AURORA (1993) EY3814 EY3814 *CURRENT SURVEY CONTROL EY3814 ___________________________________________________________________ EY3814* NAD 83(1986)- 35 20 01.26448(N) 076 45 49.43563(W) ADJUSTED EY3814* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3814 ___________________________________________________________________ EY3814 LAPLACE CORR- -1.08 (seconds) DEFLEC99 EY3814 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3814 EY3814 HORZ ORDER - THIRD EY3814 EY3814.The North Carolina HARNS have been completed but, EY3814.due to contractual restrictions, coordinates for these stations EY3814.will NOT be published in the near future. In the interim, the EY3814.published coordinates in North Carolina will not be EY3814.consistent with the Continuously Operating Reference Stations EY3814.(CORS). The HARN coordinates for these stations are available EY3814.upon request. Contact Gary Thompson(919-733-3836). EY3814. EY3814.In addition, the published North Carolina positions EY3814.(NAD 83 (1986)) are NOT consistent with those determined in EY3814.adjacent state readjustments. The discontinuity between stations EY3814.located in North Carolina and those in adjacent states EY3814.which have been adjusted to the HARN may be as much as 5 EY3814.decimeters. This will result in a significant loss of accuracy EY3814.over lines crossing such state borders. EY3814 EY3814 EY3814.The horizontal coordinates were established by classical geodetic methods EY3814.and adjusted by the National Geodetic Survey in July 1986. EY3814 EY3814.The orthometric height was scaled from a topographic map. EY3814 EY3814.The Laplace correction was computed from DEFLEC99 derived deflections. EY3814 EY3814.The geoid height was determined by GEOID03. EY3814 EY3814; North East Units Scale Factor Converg. EY3814;SPC NC - 177,967.827 812,870.926 MT 0.99987361 +1 17 26.5 EY3814;SPC NC - 583,882.78 2,666,894.03 sFT 0.99987361 +1 17 26.5 EY3814;UTM 18 - 3,911,475.568 339,704.166 MT 0.99991666 -1 01 12.9 EY3814 EY3814! - Elev Factor x Scale Factor = Combined Factor EY3814!SPC NC - 1.00000574 x 0.99987361 = 0.99987935 EY3814!UTM 18 - 1.00000574 x 0.99991666 = 0.99992240 EY3814 EY3814: Primary Azimuth Mark Grid Az EY3814:SPC NC - OLGA 053 37 54.2 EY3814:UTM 18 - OLGA 055 56 33.6 EY3814 EY3814|---------------------------------------------------------------------| EY3814| PID Reference Object Distance Geod. Az | EY3814| dddmmss.s | EY3814| EY3830 OLGA APPROX. 0.6 KM 0545520.7 | EY3814| EY5121 JACOB RM 1 18.654 METERS 21632 | EY3814|---------------------------------------------------------------------| EY3814 EY3814 SUPERSEDED SURVEY CONTROL EY3814 EY3814 NAD 27 - 35 20 00.65600(N) 076 45 50.69800(W) AD( ) 3 EY3814 EY3814.Superseded values are not recommended for survey control. EY3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3814.See file dsdata.txt to determine how the superseded data were derived. EY3814 EY3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3970411476(NAD 83) EY3814_MARKER: DS = TRIANGULATION STATION DISK EY3814_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3814_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3814 EY3814 HISTORY - Date Condition Report By EY3814 HISTORY - 1935 MONUMENTED CGS EY3814 HISTORY - 1948 GOOD CGS EY3814 EY3814 STATION DESCRIPTION EY3814 EY3814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3814'THIS STATION IS ON THE N SIDE OF SOUTH CREEK ON SEMI-STABLE LAND EY3814'APPROXIMATELY 6 MILES FROM INDIAN SLUE BEACON ON THE W SIDE OF EY3814'THE MOUTH OF JACOB CREEK ON THE POINT THAT ENDS THE MOUTH OF THE EY3814'CREEK. FROM THE STATION SHORE LINE IS 6 METERS S AND 12 METERS E. EY3814' EY3814'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3814'36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3814' EY3814'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3814'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3814 EY3814 STATION RECOVERY (1948) EY3814 EY3814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3814'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3814'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL EY3814'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3814'INADEQUATE, A NEW DESCRIPTION FOLLOWS. EY3814' EY3814'STATION IS ON THE N SIDE OF SOUTH CREEK, ON SEMI-STABLE LAND EY3814'APPROXIMATELY 6 MILES FROM INDIAN SLUE LIGHT, ON THE W SIDE OF THE EY3814'MOUTH OF JACOB CREEK, ON THE POINT THAT ENDS THE MOUTH OF THE EY3814'CREEK, 30 DEG MAG.AZ. AND 4.2 METERS FROM A TRIANGULAR-BLAZED EY3814'10-INCH PINE ON WATER LINE, AND 100 DEG MAG.AZ. AND 5.4 METERS EY3814'FROM A TRIANGULAR-BLAZED 12-INCH PINE. FROM STATION APPROXIMATE EY3814'SHORELINE IS 2.5 METERS S AND 7.0 METERS E. EY3814' EY3814'STATION MARK IS A BRONZE DISK, STAMPED JACOB 1935, SET IN A EY3814'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3814' EY3814'REFERENCE MARK IS SW OF STATION, 2 FEET ABOVE WATER, 9.0 METERS EY3814'150 DEG MAG.AZ. TO APPROXIMATE SHORELINE, AND 4.3 METERS 30 DEG EY3814'MAG.AZ. FROM TRIANGULAR-BLAZED 8-INCH PINE. IT IS A BRONZE EY3814'REFERENCE DISK, STAMPED JACOB 1935, SET IN TOP OF A EY3814'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8798 *********************************************************************** AE8798 DESIGNATION - JAMES AZ MK AE8798 PID - AE8798 AE8798 STATE/COUNTY- NC/BEAUFORT AE8798 USGS QUAD - BLOUNTS BAY (1993) AE8798 AE8798 *CURRENT SURVEY CONTROL AE8798 ___________________________________________________________________ AE8798* NAD 83(1986)- 35 26 09.90058(N) 076 59 37.83443(W) ADJUSTED AE8798* NAVD 88 - 10.184 (meters) 33.41 (feet) ADJUSTED AE8798 ___________________________________________________________________ AE8798 LAPLACE CORR- -2.01 (seconds) DEFLEC99 AE8798 GEOID HEIGHT- -36.82 (meters) GEOID03 AE8798 DYNAMIC HT - 10.175 (meters) 33.38 (feet) COMP AE8798 MODELED GRAV- 979,755.1 (mgal) NAVD 88 AE8798 AE8798 HORZ ORDER - THIRD AE8798 VERT ORDER - SECOND CLASS II AE8798 AE8798.The North Carolina HARNS have been completed but, AE8798.due to contractual restrictions, coordinates for these stations AE8798.will NOT be published in the near future. In the interim, the AE8798.published coordinates in North Carolina will not be AE8798.consistent with the Continuously Operating Reference Stations AE8798.(CORS). The HARN coordinates for these stations are available AE8798.upon request. Contact Gary Thompson(919-733-3836). AE8798. AE8798.In addition, the published North Carolina positions AE8798.(NAD 83 (1986)) are NOT consistent with those determined in AE8798.adjacent state readjustments. The discontinuity between stations AE8798.located in North Carolina and those in adjacent states AE8798.which have been adjusted to the HARN may be as much as 5 AE8798.decimeters. This will result in a significant loss of accuracy AE8798.over lines crossing such state borders. AE8798 AE8798 AE8798.The horizontal coordinates were established by classical geodetic methods AE8798.and adjusted by the National Geodetic Survey in April 1998. AE8798 AE8798.The orthometric height was determined by differential leveling AE8798.and adjusted by the National Geodetic Survey in May 2000. AE8798 AE8798.The Laplace correction was computed from DEFLEC99 derived deflections. AE8798 AE8798.The geoid height was determined by GEOID03. AE8798 AE8798.The dynamic height is computed by dividing the NAVD 88 AE8798.geopotential number by the normal gravity value computed on the AE8798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8798.degrees latitude (g = 980.6199 gals.). AE8798 AE8798.The modeled gravity was interpolated from observed gravity values. AE8798 AE8798; North East Units Scale Factor Converg. AE8798;SPC NC - 188,878.064 791,728.042 MT 0.99987775 +1 09 28.4 AE8798;SPC NC - 619,677.45 2,597,527.75 sFT 0.99987775 +1 09 28.4 AE8798;UTM 18 - 3,923,231.030 319,016.999 MT 1.00000366 -1 09 22.8 AE8798 AE8798! - Elev Factor x Scale Factor = Combined Factor AE8798!SPC NC - 1.00000418 x 0.99987775 = 0.99988193 AE8798!UTM 18 - 1.00000418 x 1.00000366 = 1.00000784 AE8798 AE8798 SUPERSEDED SURVEY CONTROL AE8798 AE8798 NGVD 29 (04/21/98) 10.48 (m) 34.4 (f) LEVELING 3 AE8798 AE8798.Superseded values are not recommended for survey control. AE8798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8798.See file dsdata.txt to determine how the superseded data were derived. AE8798 AE8798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1901723231(NAD 83) AE8798_MARKER: DZ = AZIMUTH MARK DISK AE8798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8798_STAMPING: JAMES 1990 AE8798_MARK LOGO: NCGS AE8798_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE8798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8798+STABILITY: SURFACE MOTION AE8798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE8798+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1990 AE8798 AE8798 HISTORY - Date Condition Report By AE8798 HISTORY - 1990 MONUMENTED NCGS AE8798 HISTORY - 19900715 GOOD NCGS AE8798 AE8798 STATION DESCRIPTION AE8798 AE8798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE8798'STATION IS LOCATED ABOUT 9.33 KM (5.80 MI) NORTH-NORTHWEST OF COXS AE8798'CROSSROADS.$PROCEED ALONG NC 33 FOR 3.25 MI (5.23 KM) NORTH FROM THE AE8798'BLOUNTS CREEK POST OFFICE (AT COXS CROSSROADS), THENCE NORTHWEST FOR AE8798'3.0 MI (4.8 KM) ALONG SR 1114 (CLAY BOTTOM SCHOOL RD), THENCE EAST AE8798'ALONG SR 1112 (MOUTH OF THE CREEK RD) FOR 0.95 MI (1.53 KM) TO AE8798'STATION, ON EMBANKMENT, OR 1.50 MI (2.41 KM) WEST OF THE BLOUNTS CREEK AE8798'BRIDGE.$MARK IS ABOUT LEVEL WITH ROAD AND IS RECESSED 3 INCHES BELOW AE8798'GROUND. LOCATED 10.60 M (34.78 FT) SOUTH-SOUTHWEST OF THE CENTERLINE AE8798'OF SR 1112, 0.80 M (2.62 FT) NORTH-NORTHEAST OF A WITNESS POST, AND AE8798'1.77 M (5.81 FT) EAST OF A 6-INCH OAK WITH A REFERENCE TAG. AE8798 AE8798 STATION RECOVERY (1990) AE8798 AE8798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE8798'STATION IS LOCATED ABOUT 9.33 KM (5.80 MI) NORTH-NORTHWEST OF COXS AE8798'CROSSROADS. PROCEED ALONG NC 33 FOR 3.25 MI (5.23 KM) NORTH FROM THE AE8798'BLOUNTS CREEK POST OFFICE (AT COXS CROSSROADS), THENCE NORTHWEST FOR AE8798'3.0 MI (4.8 KM) ALONG SR 1114 (CLAY BOTTOM SCHOOL RD), THENCE EAST AE8798'ALONG SR 1112 (MOUTH OF THE CREEK RD) FOR 0.95 MI (1.53 KM) TO AE8798'STATION, ON EMBANKMENT, OR 1.50 MI (2.41 KM) WEST OF THE BLOUNTS CREEK AE8798'BRIDGE. MARK IS ABOUT LEVEL WITH ROAD AND IS RECESSED 3 INCHES BELOW AE8798'GROUND. LOCATED 10.60 M (34.78 FT) SOUTH-SOUTHWEST OF THE CENTERLINE AE8798'OF SR 1112, 0.80 M (2.62 FT) NORTH-NORTHEAST OF A WITNESS POST, AND AE8798'1.77 M (5.81 FT) EAST OF A 6-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8797 *********************************************************************** AE8797 DESIGNATION - JAMES RESET AE8797 PID - AE8797 AE8797 STATE/COUNTY- NC/BEAUFORT AE8797 USGS QUAD - BLOUNTS BAY (1993) AE8797 AE8797 *CURRENT SURVEY CONTROL AE8797 ___________________________________________________________________ AE8797* NAD 83(1986)- 35 26 12.64077(N) 076 59 52.35589(W) ADJUSTED AE8797* NAVD 88 - 9.872 (meters) 32.39 (feet) ADJUSTED AE8797 ___________________________________________________________________ AE8797 LAPLACE CORR- -1.98 (seconds) DEFLEC99 AE8797 GEOID HEIGHT- -36.82 (meters) GEOID03 AE8797 DYNAMIC HT - 9.863 (meters) 32.36 (feet) COMP AE8797 MODELED GRAV- 979,754.9 (mgal) NAVD 88 AE8797 AE8797 HORZ ORDER - SECOND AE8797 VERT ORDER - SECOND CLASS II AE8797 AE8797.The North Carolina HARNS have been completed but, AE8797.due to contractual restrictions, coordinates for these stations AE8797.will NOT be published in the near future. In the interim, the AE8797.published coordinates in North Carolina will not be AE8797.consistent with the Continuously Operating Reference Stations AE8797.(CORS). The HARN coordinates for these stations are available AE8797.upon request. Contact Gary Thompson(919-733-3836). AE8797. AE8797.In addition, the published North Carolina positions AE8797.(NAD 83 (1986)) are NOT consistent with those determined in AE8797.adjacent state readjustments. The discontinuity between stations AE8797.located in North Carolina and those in adjacent states AE8797.which have been adjusted to the HARN may be as much as 5 AE8797.decimeters. This will result in a significant loss of accuracy AE8797.over lines crossing such state borders. AE8797 AE8797 AE8797.The horizontal coordinates were established by classical geodetic methods AE8797.and adjusted by the National Geodetic Survey in April 1998. AE8797 AE8797.The orthometric height was determined by differential leveling AE8797.and adjusted by the National Geodetic Survey in May 2000. AE8797 AE8797.The Laplace correction was computed from DEFLEC99 derived deflections. AE8797 AE8797.The geoid height was determined by GEOID03. AE8797 AE8797.The dynamic height is computed by dividing the NAVD 88 AE8797.geopotential number by the normal gravity value computed on the AE8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8797.degrees latitude (g = 980.6199 gals.). AE8797 AE8797.The modeled gravity was interpolated from observed gravity values. AE8797 AE8797; North East Units Scale Factor Converg. AE8797;SPC NC - 188,955.094 791,360.190 MT 0.99987779 +1 09 20.0 AE8797;SPC NC - 619,930.17 2,596,320.89 sFT 0.99987779 +1 09 20.0 AE8797;UTM 18 - 3,923,322.862 318,652.512 MT 1.00000529 -1 09 31.3 AE8797 AE8797! - Elev Factor x Scale Factor = Combined Factor AE8797!SPC NC - 1.00000423 x 0.99987779 = 0.99988202 AE8797!UTM 18 - 1.00000423 x 1.00000529 = 1.00000952 AE8797 AE8797|---------------------------------------------------------------------| AE8797| PID Reference Object Distance Geod. Az | AE8797| dddmmss.s | AE8797| EY5125 JAMES RM 4 24.473 METERS 02229 | AE8797| AE8798 JAMES AZ MK 375.876 METERS 10259 | AE8797| EY5126 JAMES RM 5 28.432 METERS 15803 | AE8797| EY5124 JAMES RM 3 33.711 METERS 24128 | AE8797| EY5122 JAMES RM 1 284.634 METERS 26215 | AE8797| EY5123 JAMES RM 2 29.474 METERS 35620 | AE8797|---------------------------------------------------------------------| AE8797 AE8797 SUPERSEDED SURVEY CONTROL AE8797 AE8797 NAD 83(1986)- 35 26 12.63996(N) 076 59 52.35753(W) AD( ) 1 AE8797 NGVD 29 (04/21/98) 10.17 (m) 33.4 (f) LEVELING 3 AE8797 AE8797.Superseded values are not recommended for survey control. AE8797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8797.See file dsdata.txt to determine how the superseded data were derived. AE8797 AE8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1865323323(NAD 83) AE8797_MARKER: DS = TRIANGULATION STATION DISK AE8797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8797_STAMPING: JAMES 1933 RESET 1990 AE8797_MARK LOGO: NGS AE8797_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE8797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8797+STABILITY: SURFACE MOTION AE8797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8797+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 AE8797 AE8797 HISTORY - Date Condition Report By AE8797 HISTORY - 1990 MONUMENTED NCGS AE8797 HISTORY - 19900510 GOOD NCGS AE8797 AE8797 STATION DESCRIPTION AE8797 AE8797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE8797'ORIGINAL SURFACE MARK--JAMES 1933--WAS FOUND DISTURBED AND LEANING. IT AE8797'WAS DESTROYED AND THE DISK RECLAIMED. A NEW SURFACE MARK WAS SET OVER AE8797'THE UNDERGROUND MARK, AND A NEW AZIMUTH MARK--JAMES 1990--WAS SET. AE8797'REFERENCE MARK 1 AND 5 WAS RECOVERED IN GOOD CONDITION. REFERENCE AE8797'MARKS 2 AND 4 WERE SEARCHED FOR BUT NOT FOUND.$STATION IS LOCATED AE8797'ABOUT 12.08 KM (7.50 MI) SOUTH-SOUTHEAST OF CHOCOWINITY AND 13.37 KM AE8797'(8.30 MI) EAST OF WASHINGTON.$PROCEED ALONG NC 33 FOR 3.25 MI (5.23 AE8797'KM) WEST-NORTHWEST FROM THE BLOUNTS CREEK POST OFFICE (AT COXS AE8797'CROSSROADS), THENCE NORTHWEST FOR 3.0 MI (4.8 KM) ALONG SR 1114 (CLAY AE8797'BOTTOM SCHOOL RD), THENCE EAST ALONG SR 1112 (MOUTH OF THE CREEK RD) AE8797'FOR 1.20 MI (1.93 KM) TO SR 1118 (EPHESUS CHURCH RD) AND STATION, IN AE8797'THE NORTHEAST QUADRANT.$MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD AE8797'AND FLUSH WITH GROUND. LOCATED 14.95 M (49.05 FT) NORTH-NORTHEAST OF AE8797'THE CENTERLINE OF SR 1112, 12.11 M (39.73 FT) EAST-SOUTHEAST OF THE AE8797'CENTERLINE OF SR 1118, 26.0 M (85.3 FT) SOUTH-SOUTHWEST OF THE SOUTH AE8797'END OF A CONCRETE CULVERT, 48.15 M (157.97 FT) WEST-NORTHWEST OF THE AE8797'SOUTHWEST CORNER OF A CONCRETE BLOCK PUMPHOUSE, AND 9.95 M (32.64 FT) AE8797'WEST-SOUTHWEST OF A 14-INCH PINE.$JAMES RM 5 IS A REFERENCE MARK FOR AE8797'THE STATION AND THE GRID AZIMUTH IS--156-53-26.86--. AE8797 AE8797 STATION RECOVERY (1990) AE8797 AE8797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE8797'ORIGINAL SURFACE MARK--JAMES 1933--WAS FOUND DISTURBED AND LEANING. IT AE8797'WAS DESTROYED AND THE DISK RECLAIMED. A NEW SURFACE MARK WAS SET OVER AE8797'THE UNDERGROUND MARK, AND A NEW AZIMUTH MARK--JAMES 1990--WAS SET. AE8797'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION. REFERENCE MARKS 2, AE8797'4, AND 5 WERE SEARCHED FOR BUT NOT FOUND. STATION IS LOCATED ABOUT AE8797'12.08 KM (7.50 MI) SOUTH-SOUTHEAST OF CHOCOWINITY AND 13.37 KM (8.30 AE8797'MI) EAST OF WASHINGTON. PROCEED ALONG NC 33 FOR 3.25 MI (5.23 KM) AE8797'WEST-NORTHWEST FROM THE BLOUNTS CREEK POST OFFICE (AT COXS AE8797'CROSSROADS), THENCE NORTHWEST FOR 3.0 MI (4.8 KM) ALONG SR 1114 (CLAY AE8797'BOTTOM SCHOOL RD), THENCE EAST ALONG SR 1112 (MOUTH OF THE CREEK RD) AE8797'FOR 1.20 MI (1.93 KM) TO SR 1118 (EPHESUS CHURCH RD) AND STATION, IN AE8797'THE NORTHEAST QUADRANT. MARK IS ABOUT 1-FOOT LOWER THAN ROAD AND FLUSH AE8797'WITH GROUND. LOCATED 14.95 M (49.05 FT) NORTH-NORTHEAST OF THE AE8797'CENTERLINE OF SR 1112, 12.11 M (39.73 FT) EAST-SOUTHEAST OF THE AE8797'CENTERLINE OF SR 1118, 26.0 M (85.3 FT) SOUTH-SOUTHWEST OF THE SOUTH AE8797'END OF A CONCRETE CULVERT, 48.15 M (157.97 FT) WEST-NORTHWEST OF THE AE8797'SOUTHWEST CORNER OF A CONCRETE BLOCK PUMPHOUSE, AND 9.95 M (32.64 FT) AE8797'WEST-SOUTHWEST OF A 14-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3815 *********************************************************************** EY3815 DESIGNATION - JEANNE EY3815 PID - EY3815 EY3815 STATE/COUNTY- NC/BEAUFORT EY3815 USGS QUAD - AURORA (1993) EY3815 EY3815 *CURRENT SURVEY CONTROL EY3815 ___________________________________________________________________ EY3815* NAD 83(1986)- 35 19 37.92404(N) 076 45 59.73468(W) ADJUSTED EY3815* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3815 ___________________________________________________________________ EY3815 LAPLACE CORR- -1.10 (seconds) DEFLEC99 EY3815 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3815 EY3815 HORZ ORDER - THIRD EY3815 EY3815.The North Carolina HARNS have been completed but, EY3815.due to contractual restrictions, coordinates for these stations EY3815.will NOT be published in the near future. In the interim, the EY3815.published coordinates in North Carolina will not be EY3815.consistent with the Continuously Operating Reference Stations EY3815.(CORS). The HARN coordinates for these stations are available EY3815.upon request. Contact Gary Thompson(919-733-3836). EY3815. EY3815.In addition, the published North Carolina positions EY3815.(NAD 83 (1986)) are NOT consistent with those determined in EY3815.adjacent state readjustments. The discontinuity between stations EY3815.located in North Carolina and those in adjacent states EY3815.which have been adjusted to the HARN may be as much as 5 EY3815.decimeters. This will result in a significant loss of accuracy EY3815.over lines crossing such state borders. EY3815 EY3815 EY3815.The horizontal coordinates were established by classical geodetic methods EY3815.and adjusted by the National Geodetic Survey in July 1986. EY3815 EY3815.The orthometric height was scaled from a topographic map. EY3815 EY3815.The Laplace correction was computed from DEFLEC99 derived deflections. EY3815 EY3815.The geoid height was determined by GEOID03. EY3815 EY3815; North East Units Scale Factor Converg. EY3815;SPC NC - 177,242.928 812,627.107 MT 0.99987346 +1 17 20.6 EY3815;SPC NC - 581,504.51 2,666,094.10 sFT 0.99987346 +1 17 20.6 EY3815;UTM 18 - 3,910,761.059 339,431.305 MT 0.99991774 -1 01 18.3 EY3815 EY3815! - Elev Factor x Scale Factor = Combined Factor EY3815!SPC NC - 1.00000558 x 0.99987346 = 0.99987904 EY3815!UTM 18 - 1.00000558 x 0.99991774 = 0.99992332 EY3815 EY3815: Primary Azimuth Mark Grid Az EY3815:SPC NC - JACOB 018 35 24.9 EY3815:UTM 18 - JACOB 020 54 03.8 EY3815 EY3815|---------------------------------------------------------------------| EY3815| PID Reference Object Distance Geod. Az | EY3815| dddmmss.s | EY3815| EY3814 JACOB APPROX. 0.8 KM 0195245.5 | EY3815| EY3828 NO 1 380.826 METERS 20909 | EY3815| EY5129 JEANNE RM 14.324 METERS 27941 | EY3815|---------------------------------------------------------------------| EY3815 EY3815 SUPERSEDED SURVEY CONTROL EY3815 EY3815 NAD 27 - 35 19 37.31200(N) 076 46 00.99800(W) AD( ) 3 EY3815 EY3815.Superseded values are not recommended for survey control. EY3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3815.See file dsdata.txt to determine how the superseded data were derived. EY3815 EY3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3943110761(NAD 83) EY3815_MARKER: DS = TRIANGULATION STATION DISK EY3815_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3815_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3815 EY3815 HISTORY - Date Condition Report By EY3815 HISTORY - 1935 MONUMENTED CGS EY3815 HISTORY - 1948 GOOD CGS EY3815 EY3815 STATION DESCRIPTION EY3815 EY3815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3815'STATION IS ON THE N SIDE OF SOUTH CREEK ABOUT 300 METERS NE OF EY3815'A POINT KNOWN AS POINT OF MARSH, IN THE MIDDLE OF A 150 METERS EY3815'OUTWARD CURVE. IT IS IN FIRM LAND IN A GROVE OF PINE TREES RANGING EY3815'FROM 8 TO 14 INCHES IN DIAMETER. FROM THE STATION SHORE LINE IS EY3815'12 METERS E. EY3815' EY3815'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3815'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3815' EY3815'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3815'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3815 EY3815 STATION RECOVERY (1948) EY3815 EY3815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3815'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3815'TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND EY3815'TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE. A NEW EY3815'DESCRIPTION FOLLOWS. EY3815' EY3815'STATION IS ON THE N SIDE OF SOUTH CREEK, ABOUT 300 METERS NE OF EY3815'SILVER THORN POINT, IN THE MIDDLE OF A 150-METER OUTWARD CURVE. IT EY3815'IS IN BRUSHY FAST LAND. A FIELD OVERGROWN WITH PINE IS W OF EY3815'THE STATION. THE MOUTH OF JACOB CREEK IS 2,510 FEET N OF EY3815'THE STATION. SHORELINE IS 11.8 METERS E OF THE STATION. EY3815' EY3815'STATION MARK IS A BRONZE DISK, STAMPED JEANNE 1935, SET IN TOP EY3815'OF A CONCRETE-FILLED 8-INCH TILE AND PROJECTS 6 INCHES ABOVE EY3815'GROUND. EY3815' EY3815'REFERENCE MARK IS A BRONZE REFERENCE DISK, STAMPED JEANNE 1935, EY3815'SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES EY3815'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3773 *********************************************************************** EY3773 DESIGNATION - JET EY3773 PID - EY3773 EY3773 STATE/COUNTY- NC/BEAUFORT EY3773 USGS QUAD - BATH (1993) EY3773 EY3773 *CURRENT SURVEY CONTROL EY3773 ___________________________________________________________________ EY3773* NAD 83(1986)- 35 26 28.28334(N) 076 48 29.45282(W) ADJUSTED EY3773* NAVD 88 - 1.2 (meters) 4. (feet) VERTCON EY3773 ___________________________________________________________________ EY3773 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EY3773 GEOID HEIGHT- -37.09 (meters) GEOID03 EY3773 EY3773 HORZ ORDER - SECOND EY3773 EY3773.The North Carolina HARNS have been completed but, EY3773.due to contractual restrictions, coordinates for these stations EY3773.will NOT be published in the near future. In the interim, the EY3773.published coordinates in North Carolina will not be EY3773.consistent with the Continuously Operating Reference Stations EY3773.(CORS). The HARN coordinates for these stations are available EY3773.upon request. Contact Gary Thompson(919-733-3836). EY3773. EY3773.In addition, the published North Carolina positions EY3773.(NAD 83 (1986)) are NOT consistent with those determined in EY3773.adjacent state readjustments. The discontinuity between stations EY3773.located in North Carolina and those in adjacent states EY3773.which have been adjusted to the HARN may be as much as 5 EY3773.decimeters. This will result in a significant loss of accuracy EY3773.over lines crossing such state borders. EY3773 EY3773 EY3773.The horizontal coordinates were established by classical geodetic methods EY3773.and adjusted by the National Geodetic Survey in July 1986. EY3773 EY3773.The NAVD 88 height was computed by applying the VERTCON shift value to EY3773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3773 EY3773.The Laplace correction was computed from DEFLEC99 derived deflections. EY3773 EY3773.The geoid height was determined by GEOID03. EY3773 EY3773; North East Units Scale Factor Converg. EY3773;SPC NC - 189,800.781 808,567.999 MT 0.99987804 +1 15 54.2 EY3773;SPC NC - 622,704.73 2,652,776.84 sFT 0.99987804 +1 15 54.2 EY3773;UTM 18 - 3,923,473.084 335,881.986 MT 0.99993193 -1 02 55.5 EY3773 EY3773! - Elev Factor x Scale Factor = Combined Factor EY3773!SPC NC - 1.00000564 x 0.99987804 = 0.99988368 EY3773!UTM 18 - 1.00000564 x 0.99993193 = 0.99993757 EY3773 EY3773: Primary Azimuth Mark Grid Az EY3773:SPC NC - MILLER 290 29 13.6 EY3773:UTM 18 - MILLER 292 48 03.3 EY3773 EY3773|---------------------------------------------------------------------| EY3773| PID Reference Object Distance Geod. Az | EY3773| dddmmss.s | EY3773| EY3775 LITTLE 272.387 METERS 10838 | EY3773| EY3777 MILLER APPROX. 2.3 KM 2914507.8 | EY3773|---------------------------------------------------------------------| EY3773 EY3773 SUPERSEDED SURVEY CONTROL EY3773 EY3773 NAD 27 - 35 26 27.68803(N) 076 48 30.67730(W) AD( ) 2 EY3773 NGVD 29 (07/19/86) 1.5 (m) 5. (f) VERT ANG EY3773 EY3773.Superseded values are not recommended for survey control. EY3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3773.See file dsdata.txt to determine how the superseded data were derived. EY3773 EY3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3588223473(NAD 83) EY3773_MARKER: DE = TRAVERSE STATION DISK EY3773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3773_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3773_STAMPING: JET 1966 EY3773_MARK LOGO: NCGS EY3773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3773+STABILITY: SURFACE MOTION EY3773 EY3773 HISTORY - Date Condition Report By EY3773 HISTORY - 1966 MONUMENTED NCGS EY3773 EY3773 STATION DESCRIPTION EY3773 EY3773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3773'JET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3773'THE VICINITY OF AURORA, NORTH CAROLINA. EY3773' EY3773'JET IS 1.0 MILE W OF BAYVIEW. TO REACH STATION FROM NC EY3773'92. GO 0.8 MILES SW OF SR 1746 TO BAYVIEW. TURN RIGHT (W) EY3773'AT PAVILION AND CONTINUE FOR 1.05 MILES TO END OF EY3773'PAVEMENT. STATION IS BACK OF LARGE BRICK HOUSE ON S SIDE OF SR EY3773'1746 AND IN SW CORNER OF YARD BACK OF GARAGE. EY3773' EY3773'STATION MARK IS A STANDARD N. C. GEODETIC TRAVERSE DISK, EY3773'STAMPED JET 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE EY3773'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3773' EY3773'MARK IS EY3773' EY3773'23.5 FT SW OF 16 INCH PINE WITH ALUMINUM REF. TAG EY3773' EY3773'30.8 FT W OF 10 INCH PINE WITH ALUMINUM REF. TAG EY3773' EY3773'13.2 FT N OF 9 INCH PINE WITH ALUMINUM REF. TAG EY3773' EY3773'91.7 FT SW OF SW CORNER OF BRICK HOUSE EY3773' EY3773'53.9 FT S OF SW CORNER OF GARAGE. EY3773' EY3773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4118 *********************************************************************** EY4118 DESIGNATION - JOE EY4118 PID - EY4118 EY4118 STATE/COUNTY- NC/BEAUFORT EY4118 USGS QUAD - BUNYAN (1974) EY4118 EY4118 *CURRENT SURVEY CONTROL EY4118 ___________________________________________________________________ EY4118* NAD 83(1986)- 35 31 15.59395(N) 076 55 43.29216(W) ADJUSTED EY4118* NAVD 88 - 8.785 (meters) 28.82 (feet) ADJUSTED EY4118 ___________________________________________________________________ EY4118 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY4118 GEOID HEIGHT- -36.81 (meters) GEOID03 EY4118 DYNAMIC HT - 8.777 (meters) 28.80 (feet) COMP EY4118 MODELED GRAV- 979,761.8 (mgal) NAVD 88 EY4118 EY4118 HORZ ORDER - SECOND EY4118 VERT ORDER - SECOND CLASS II EY4118 EY4118.The North Carolina HARNS have been completed but, EY4118.due to contractual restrictions, coordinates for these stations EY4118.will NOT be published in the near future. In the interim, the EY4118.published coordinates in North Carolina will not be EY4118.consistent with the Continuously Operating Reference Stations EY4118.(CORS). The HARN coordinates for these stations are available EY4118.upon request. Contact Gary Thompson(919-733-3836). EY4118. EY4118.In addition, the published North Carolina positions EY4118.(NAD 83 (1986)) are NOT consistent with those determined in EY4118.adjacent state readjustments. The discontinuity between stations EY4118.located in North Carolina and those in adjacent states EY4118.which have been adjusted to the HARN may be as much as 5 EY4118.decimeters. This will result in a significant loss of accuracy EY4118.over lines crossing such state borders. EY4118 EY4118 EY4118.The horizontal coordinates were established by classical geodetic methods EY4118.and adjusted by the National Geodetic Survey in July 1998. EY4118 EY4118.The orthometric height was determined by differential leveling EY4118.and adjusted by the National Geodetic Survey in June 1991. EY4118 EY4118.The Laplace correction was computed from DEFLEC99 derived deflections. EY4118 EY4118.The geoid height was determined by GEOID03. EY4118 EY4118.The dynamic height is computed by dividing the NAVD 88 EY4118.geopotential number by the normal gravity value computed on the EY4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4118.degrees latitude (g = 980.6199 gals.). EY4118 EY4118.The modeled gravity was interpolated from observed gravity values. EY4118 EY4118; North East Units Scale Factor Converg. EY4118;SPC NC - 198,417.603 797,445.288 MT 0.99988359 +1 11 43.8 EY4118;SPC NC - 650,975.09 2,616,285.08 sFT 0.99988359 +1 11 43.8 EY4118;UTM 18 - 3,932,532.832 325,115.631 MT 0.99997691 -1 07 15.1 EY4118 EY4118! - Elev Factor x Scale Factor = Combined Factor EY4118!SPC NC - 1.00000440 x 0.99988359 = 0.99988799 EY4118!UTM 18 - 1.00000440 x 0.99997691 = 0.99998131 EY4118 EY4118 SUPERSEDED SURVEY CONTROL EY4118 EY4118 NAVD 88 (07/14/98) 8.79 (m) 28.8 (f) LEVELING 3 EY4118 EY4118.Superseded values are not recommended for survey control. EY4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4118.See file dsdata.txt to determine how the superseded data were derived. EY4118 EY4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2511632533(NAD 83) EY4118_MARKER: DE = TRAVERSE STATION DISK EY4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4118_SP_SET: CONCRETE POST EY4118_STAMPING: JOE 1982 EY4118_MARK LOGO: NCGS EY4118_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4118+STABILITY: SURFACE MOTION EY4118 EY4118 HISTORY - Date Condition Report By EY4118 HISTORY - 1982 MONUMENTED NCGS EY4118 HISTORY - 19840601 GOOD NCGS EY4118 EY4118 STATION DESCRIPTION EY4118 EY4118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4118'11.9 KM(7.4 MI) ESE FROM WASHINGTON. EY4118'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) EAST-SOUTHEAST OF EY4118'WASHINGTON AND 25.6 KM (15.9 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4118'264 FOR 2.2 KM (1.35 MI) EAST FROM THE INTERSECTION WITH NC 32, OR EY4118'0.6 KM (0.35 MI) WEST OF THE INTERSECTION WITH SR 1332, IN THE NORTH EY4118'SHOULDER, AT THE ENTRANCE TO A CULTIVATED FIELD, ON THE PROLONGATION EY4118'OF A NORTH AND SOUTH FIELD DITCH. THE STATION IS A STANDARD NCGS EY4118'DISK STAMPED---JOE 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4118'MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 6.2 EY4118'METERS (20.5 FT) NORTHEAST OF THE CENTERLINE OF US 264, 0.9 METERS EY4118'(3.0 FT) SOUTHWEST OF A WITNESS POST, 3.0 METERS (10.0 FT) SOUTHWEST EY4118'OF THE WEST END OF A CONCRETE CULVERT UNDER THE FIELD ENTRANCE, 23.3 EY4118'METERS (76.4 FT) NORTHEAST OF A POWER POLE WITH A REFERENCE TAG, AND EY4118'8.1 METERS (26.6 FT) WEST OF THE EAST END OF A CONCRETE CULVERT UNDER EY4118'THE FIELD ENTRANCE. EY4118 EY4118 STATION RECOVERY (1984) EY4118 EY4118'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4118'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) EAST-SOUTHEAST OF EY4118'WASHINGTON AND 25.6 KM (15.90 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4118'264 FOR 2.2 KM (1.35 MI) EAST FROM NC 32, OR 0.6 KM (0.35 MI) WEST OF EY4118'SR 1332, IN THE NORTH SHOULDER, AT THE ENTRANCE TO A CULTIVATED FIELD, EY4118'ON THE PROLONGATION OF A NORTH AND SOUTH FIELD DITCH. MARK IS RECESSED EY4118'4 INCHES BELOW GROUND. LOCATED 6.2 M (20.3 FT) NORTHEAST OF THE EY4118'CENTERLINE OF US 264, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST, 3.0 EY4118'M (9.8 FT) SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT UNDER THE EY4118'FIELD ENTRANCE, 23.3 M (76.4 FT) NORTHEAST OF A POWER POLE WITH A EY4118'REFERENCE TAG, AND 8.1 M (26.6 FT) WEST OF THE EAST END OF A CONCRETE EY4118'CULVERT UNDER THE FIELD ENTRANCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3816 *********************************************************************** EY3816 DESIGNATION - JOHN EY3816 PID - EY3816 EY3816 STATE/COUNTY- NC/BEAUFORT EY3816 USGS QUAD - AURORA (1993) EY3816 EY3816 *CURRENT SURVEY CONTROL EY3816 ___________________________________________________________________ EY3816* NAD 83(1986)- 35 18 04.49032(N) 076 45 07.73675(W) ADJUSTED EY3816* NAVD 88 - 3.197 (meters) 10.49 (feet) ADJUSTED EY3816 ___________________________________________________________________ EY3816 LAPLACE CORR- -0.83 (seconds) DEFLEC99 EY3816 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3816 DYNAMIC HT - 3.195 (meters) 10.48 (feet) COMP EY3816 MODELED GRAV- 979,745.7 (mgal) NAVD 88 EY3816 EY3816 HORZ ORDER - SECOND EY3816 VERT ORDER - SECOND CLASS II EY3816 EY3816.The North Carolina HARNS have been completed but, EY3816.due to contractual restrictions, coordinates for these stations EY3816.will NOT be published in the near future. In the interim, the EY3816.published coordinates in North Carolina will not be EY3816.consistent with the Continuously Operating Reference Stations EY3816.(CORS). The HARN coordinates for these stations are available EY3816.upon request. Contact Gary Thompson(919-733-3836). EY3816. EY3816.In addition, the published North Carolina positions EY3816.(NAD 83 (1986)) are NOT consistent with those determined in EY3816.adjacent state readjustments. The discontinuity between stations EY3816.located in North Carolina and those in adjacent states EY3816.which have been adjusted to the HARN may be as much as 5 EY3816.decimeters. This will result in a significant loss of accuracy EY3816.over lines crossing such state borders. EY3816 EY3816 EY3816.The horizontal coordinates were established by classical geodetic methods EY3816.and adjusted by the National Geodetic Survey in July 1986. EY3816 EY3816.The orthometric height was determined by differential leveling EY3816.and adjusted by the National Geodetic Survey in June 1998. EY3816 EY3816.The Laplace correction was computed from DEFLEC99 derived deflections. EY3816 EY3816.The geoid height was determined by GEOID03. EY3816 EY3816.The dynamic height is computed by dividing the NAVD 88 EY3816.geopotential number by the normal gravity value computed on the EY3816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3816.degrees latitude (g = 980.6199 gals.). EY3816 EY3816.The modeled gravity was interpolated from observed gravity values. EY3816 EY3816; North East Units Scale Factor Converg. EY3816;SPC NC - 174,394.187 814,005.079 MT 0.99987296 +1 17 50.6 EY3816;SPC NC - 572,158.26 2,670,615.00 sFT 0.99987296 +1 17 50.6 EY3816;UTM 18 - 3,907,858.959 340,693.365 MT 0.99991277 -1 00 45.9 EY3816 EY3816! - Elev Factor x Scale Factor = Combined Factor EY3816!SPC NC - 1.00000535 x 0.99987296 = 0.99987831 EY3816!UTM 18 - 1.00000535 x 0.99991277 = 0.99991812 EY3816 EY3816: Primary Azimuth Mark Grid Az EY3816:SPC NC - WHEAT 101 58 30.1 EY3816:UTM 18 - WHEAT 104 17 06.6 EY3816 EY3816|---------------------------------------------------------------------| EY3816| PID Reference Object Distance Geod. Az | EY3816| dddmmss.s | EY3816| EY3545 WHEAT APPROX. 1.3 KM 1031620.7 | EY3816|---------------------------------------------------------------------| EY3816 EY3816 SUPERSEDED SURVEY CONTROL EY3816 EY3816 NAD 27 - 35 18 03.87174(N) 076 45 09.00181(W) AD( ) 2 EY3816 NGVD 29 (07/19/86) 3.8 (m) 12. (f) VERT ANG EY3816 EY3816.Superseded values are not recommended for survey control. EY3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3816.See file dsdata.txt to determine how the superseded data were derived. EY3816 EY3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4069307859(NAD 83) EY3816_MARKER: DE = TRAVERSE STATION DISK EY3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3816_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3816_STAMPING: JOHN 1966 EY3816_MARK LOGO: CGS EY3816_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3816+STABILITY: SURFACE MOTION EY3816 EY3816 HISTORY - Date Condition Report By EY3816 HISTORY - 1966 MONUMENTED NCGS EY3816 HISTORY - 19860101 GOOD NCGS EY3816 EY3816 STATION DESCRIPTION EY3816 EY3816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3816'JOHN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3816'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3816' EY3816'JOHN IS 2.05 MILES E OF AURORA. LOCATED 0.95 MILES E ALONG EY3816'NC 33 FROM SR 1002. 0.15 MILES W OF SR 1915 AND ON N SHOULDER EY3816'OF NC 33 AT CURVE. EY3816' EY3816'STATION MARK IS A STANDARD N. C. GEODETIC TRAVERSE DISK, EY3816'STAMPED JOHN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, EY3816'THE TOP OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3816' EY3816'MARK IS EY3816' EY3816'5.6 FT N OF C/L OF NC 33 EY3816' EY3816'14.4 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3816' EY3816'52.9 FT SE OF 14 INCH OAK WITH ALUMINUM REF. TAG EY3816' EY3816'52.3 FT S OF 16 INCH GUM WITH ALUMINUM REF. TAG EY3816' EY3816'136.9 FT SE OF PP WITH ALUMINUM REF. TAG EY3816' EY3816'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3816 EY3816 STATION RECOVERY (1986) EY3816 EY3816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY3816'STATION IS LOCATED ABOUT 3.26 KM (2.00 MI) EAST OF AURORA. ALONG NC 33 EY3816'FOR 1.4 KM (0.85 MI) EAST OF THE SOUTH CREEK BRIDGE AT AURORA, OR 0.15 EY3816'MI (0.24 KM) NORTHWEST OF SR 1915. MARK IS RECESSED 2 INCHES BELOW EY3816'GROUND AND IS LEVEL WITH THE HIGHWAY. LOCATED 4.5 M (14.8 FT) NORTH OF EY3816'THE CENTERLINE OF THE HIGHWAY, 35.13 M (115.26 FT) WEST OF THE WEST EY3816'END OF A DRIVEWAY CULVERT, 15.54 M (50.98 FT) SOUTH OF A 24-INCH GUM, EY3816'AND 14.34 M (47.05 FT) SOUTHWEST OF A PROPERTY IRON-PROJECTING 2 EY3816'INCHES-BESIDE A TAGGED POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3473 *********************************************************************** EY3473 DESIGNATION - JORDAN EY3473 PID - EY3473 EY3473 STATE/COUNTY- NC/BEAUFORT EY3473 USGS QUAD - PAMLICO BEACH (1974) EY3473 EY3473 *CURRENT SURVEY CONTROL EY3473 ___________________________________________________________________ EY3473* NAD 83(1986)- 35 27 55.03862(N) 076 36 04.76900(W) ADJUSTED EY3473* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3473 ___________________________________________________________________ EY3473 LAPLACE CORR- -1.65 (seconds) DEFLEC99 EY3473 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3473 EY3473 HORZ ORDER - THIRD EY3473 EY3473.The North Carolina HARNS have been completed but, EY3473.due to contractual restrictions, coordinates for these stations EY3473.will NOT be published in the near future. In the interim, the EY3473.published coordinates in North Carolina will not be EY3473.consistent with the Continuously Operating Reference Stations EY3473.(CORS). The HARN coordinates for these stations are available EY3473.upon request. Contact Gary Thompson(919-733-3836). EY3473. EY3473.In addition, the published North Carolina positions EY3473.(NAD 83 (1986)) are NOT consistent with those determined in EY3473.adjacent state readjustments. The discontinuity between stations EY3473.located in North Carolina and those in adjacent states EY3473.which have been adjusted to the HARN may be as much as 5 EY3473.decimeters. This will result in a significant loss of accuracy EY3473.over lines crossing such state borders. EY3473 EY3473 EY3473.The horizontal coordinates were established by classical geodetic methods EY3473.and adjusted by the National Geodetic Survey in July 1986. EY3473 EY3473.The orthometric height was scaled from a topographic map. EY3473 EY3473.The Laplace correction was computed from DEFLEC99 derived deflections. EY3473 EY3473.The geoid height was determined by GEOID03. EY3473 EY3473; North East Units Scale Factor Converg. EY3473;SPC NC - 192,907.562 827,277.739 MT 0.99987951 +1 23 04.0 EY3473;SPC NC - 632,897.56 2,714,160.38 sFT 0.99987951 +1 23 04.0 EY3473;UTM 18 - 3,925,822.025 354,702.210 MT 0.99986017 -0 55 45.4 EY3473 EY3473! - Elev Factor x Scale Factor = Combined Factor EY3473!SPC NC - 1.00000574 x 0.99987951 = 0.99988525 EY3473!UTM 18 - 1.00000574 x 0.99986017 = 0.99986591 EY3473 EY3473: Primary Azimuth Mark Grid Az EY3473:SPC NC - QUILLEY POINT 2 071 20 28.1 EY3473:UTM 18 - QUILLEY POINT 2 073 39 17.5 EY3473 EY3473|---------------------------------------------------------------------| EY3473| PID Reference Object Distance Geod. Az | EY3473| dddmmss.s | EY3473| EY3469 WOODSTOCK POINT LIGHT APPROX. 2.4 KM 0305959.8 | EY3473| EY3460 QUILLEY POINT 2 APPROX. 3.6 KM 0724332.1 | EY3473| EY5133 JORDAN RM 20.470 METERS 26057 | EY3473|---------------------------------------------------------------------| EY3473 EY3473 SUPERSEDED SURVEY CONTROL EY3473 EY3473 NAD 27 - 35 27 54.44200(N) 076 36 06.02500(W) AD( ) 3 EY3473 EY3473.Superseded values are not recommended for survey control. EY3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3473.See file dsdata.txt to determine how the superseded data were derived. EY3473 EY3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5470225822(NAD 83) EY3473_MARKER: DS = TRIANGULATION STATION DISK EY3473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3473_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3473 EY3473 HISTORY - Date Condition Report By EY3473 HISTORY - 1914 MONUMENTED CGS EY3473 HISTORY - 1933 SEE DESCRIPTION CGS EY3473 HISTORY - 1949 MARK NOT FOUND CGS EY3473 EY3473 STATION DESCRIPTION EY3473 EY3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3473'STATION IS ON THE W SIDE OF PUNGO RIVER, ABOUT 1/2 MILE N OF EY3473'JORDAN CREEK, ON A ROUNDING POINT COVERED WITH TREES AND GRASS, EY3473'AND FRINGED WITH MARSH GRASS, 48 FEET SW AND 27 FEET NW FROM THE EY3473'SHORE LINE. EY3473' EY3473'STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE AND EY3473'CONCRETE. EY3473' EY3473'REFERENCE MARK IS 20.47 METERS (67.2 FEET) FROM THE STATION, EY3473'N 00 DEG 57 MIN E. EY3473 EY3473 STATION RECOVERY (1933) EY3473 EY3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3473'PIECES OF TERRA-COTTA PIPE AND PIECES OF CEMENT WERE FOUND IN EY3473'THE VICINITY. WHAT WAS EVIDENTLY THE REFERENCE MARK WAS FOUND EY3473'WITH THE TERRA-COTTA PIPE BROKEN OFF, AND THE DISK REMOVED. EY3473' EY3473'DISTANCES AND BEARING FROM THIS MARK SHOW THAT THE SHORE HAS EY3473'ERODED ABOUT 50 TO 75 FEET. SO THE STATION IS PROBABLY LOST. EY3473' EY3473'A NEW STATION, DAN, WAS ESTABLISHED IN THE SAME VICINITY. EY3473 EY3473 STATION RECOVERY (1949) EY3473 EY3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3473'STATION AND R.M. LOST. A NEW STATION, DAN 1933, WAS ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5900 *********************************************************************** AE5900 DESIGNATION - JUANITA AE5900 PID - AE5900 AE5900 STATE/COUNTY- NC/BEAUFORT AE5900 USGS QUAD - BLOUNTS BAY (1993) AE5900 AE5900 *CURRENT SURVEY CONTROL AE5900 ___________________________________________________________________ AE5900* NAD 83(1986)- 35 22 33.46687(N) 076 58 40.34097(W) ADJUSTED AE5900* NAVD 88 - 9.744 (meters) 31.97 (feet) ADJUSTED AE5900 ___________________________________________________________________ AE5900 LAPLACE CORR- -2.28 (seconds) DEFLEC99 AE5900 GEOID HEIGHT- -36.90 (meters) GEOID03 AE5900 DYNAMIC HT - 9.736 (meters) 31.94 (feet) COMP AE5900 MODELED GRAV- 979,752.2 (mgal) NAVD 88 AE5900 AE5900 HORZ ORDER - SECOND AE5900 VERT ORDER - SECOND CLASS II AE5900 AE5900.The North Carolina HARNS have been completed but, AE5900.due to contractual restrictions, coordinates for these stations AE5900.will NOT be published in the near future. In the interim, the AE5900.published coordinates in North Carolina will not be AE5900.consistent with the Continuously Operating Reference Stations AE5900.(CORS). The HARN coordinates for these stations are available AE5900.upon request. Contact Gary Thompson(919-733-3836). AE5900. AE5900.In addition, the published North Carolina positions AE5900.(NAD 83 (1986)) are NOT consistent with those determined in AE5900.adjacent state readjustments. The discontinuity between stations AE5900.located in North Carolina and those in adjacent states AE5900.which have been adjusted to the HARN may be as much as 5 AE5900.decimeters. This will result in a significant loss of accuracy AE5900.over lines crossing such state borders. AE5900 AE5900 AE5900.The horizontal coordinates were established by classical geodetic methods AE5900.and adjusted by the National Geodetic Survey in April 1998. AE5900 AE5900.The orthometric height was determined by differential leveling AE5900.and adjusted by the National Geodetic Survey in June 1998. AE5900 AE5900.The Laplace correction was computed from DEFLEC99 derived deflections. AE5900 AE5900.The geoid height was determined by GEOID03. AE5900 AE5900.The dynamic height is computed by dividing the NAVD 88 AE5900.geopotential number by the normal gravity value computed on the AE5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5900.degrees latitude (g = 980.6199 gals.). AE5900 AE5900.The modeled gravity was interpolated from observed gravity values. AE5900 AE5900; North East Units Scale Factor Converg. AE5900;SPC NC - 182,239.442 793,313.545 MT 0.99987493 +1 10 01.6 AE5900;SPC NC - 597,897.24 2,602,729.52 sFT 0.99987493 +1 10 01.6 AE5900;UTM 18 - 3,916,532.986 320,333.408 MT 0.99999782 -1 08 43.3 AE5900 AE5900! - Elev Factor x Scale Factor = Combined Factor AE5900!SPC NC - 1.00000426 x 0.99987493 = 0.99987919 AE5900!UTM 18 - 1.00000426 x 0.99999782 = 1.00000208 AE5900 AE5900 SUPERSEDED SURVEY CONTROL AE5900 AE5900 NGVD 29 (04/29/98) 10.07 (m) 33.0 (f) LEVELING 3 AE5900 AE5900.Superseded values are not recommended for survey control. AE5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5900.See file dsdata.txt to determine how the superseded data were derived. AE5900 AE5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2033316533(NAD 83) AE5900_MARKER: DH = HORIZONTAL CONTROL DISK AE5900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5900_STAMPING: JUANITA 1983 AE5900_MARK LOGO: NCGS AE5900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5900+STABILITY: SURFACE MOTION AE5900 AE5900 HISTORY - Date Condition Report By AE5900 HISTORY - 1983 MONUMENTED NCGS AE5900 AE5900 STATION DESCRIPTION AE5900 AE5900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5900'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST-NORTHWEST OF COXS AE5900'CROSSROADS. ALONG NC 33 FOR 2.4 KM (1.50 MI) NORTH OF THE BLOUNTS AE5900'CREEK POST OFFICE AT COXS CROSSROADS, OR 0.2 KM (0.10 MI) NORTH OF SR AE5900'1106. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 5.4 M (17.7 FT) AE5900'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.7 M (84.3 FT) AE5900'SOUTHEAST OF THE SOUTH END OF A DRIVEWAY CULVERT--AND 6.6 M (21.7 FT) AE5900'OF A 6-INCH DOGWOOD, 18.4 M (60.4 FT) NORTH-NORTHEAST OF A 10-INCH AE5900'PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5925 *********************************************************************** AE5925 DESIGNATION - JUSTIN AE5925 PID - AE5925 AE5925 STATE/COUNTY- NC/BEAUFORT AE5925 USGS QUAD - SOUTH CREEK (1993) AE5925 AE5925 *CURRENT SURVEY CONTROL AE5925 ___________________________________________________________________ AE5925* NAD 83(1986)- 35 17 29.08340(N) 076 41 30.26644(W) ADJUSTED AE5925* NAVD 88 - 1.604 (meters) 5.26 (feet) ADJUSTED AE5925 ___________________________________________________________________ AE5925 LAPLACE CORR- -0.54 (seconds) DEFLEC99 AE5925 GEOID HEIGHT- -37.30 (meters) GEOID03 AE5925 DYNAMIC HT - 1.602 (meters) 5.26 (feet) COMP AE5925 MODELED GRAV- 979,752.5 (mgal) NAVD 88 AE5925 AE5925 HORZ ORDER - SECOND AE5925 VERT ORDER - SECOND CLASS II AE5925 AE5925.The North Carolina HARNS have been completed but, AE5925.due to contractual restrictions, coordinates for these stations AE5925.will NOT be published in the near future. In the interim, the AE5925.published coordinates in North Carolina will not be AE5925.consistent with the Continuously Operating Reference Stations AE5925.(CORS). The HARN coordinates for these stations are available AE5925.upon request. Contact Gary Thompson(919-733-3836). AE5925. AE5925.In addition, the published North Carolina positions AE5925.(NAD 83 (1986)) are NOT consistent with those determined in AE5925.adjacent state readjustments. The discontinuity between stations AE5925.located in North Carolina and those in adjacent states AE5925.which have been adjusted to the HARN may be as much as 5 AE5925.decimeters. This will result in a significant loss of accuracy AE5925.over lines crossing such state borders. AE5925 AE5925 AE5925.The horizontal coordinates were established by classical geodetic methods AE5925.and adjusted by the National Geodetic Survey in April 1998. AE5925 AE5925.The orthometric height was determined by differential leveling AE5925.and adjusted by the National Geodetic Survey in June 1998. AE5925 AE5925.The Laplace correction was computed from DEFLEC99 derived deflections. AE5925 AE5925.The geoid height was determined by GEOID03. AE5925 AE5925.The dynamic height is computed by dividing the NAVD 88 AE5925.geopotential number by the normal gravity value computed on the AE5925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5925.degrees latitude (g = 980.6199 gals.). AE5925 AE5925.The modeled gravity was interpolated from observed gravity values. AE5925 AE5925; North East Units Scale Factor Converg. AE5925;SPC NC - 173,429.494 819,522.589 MT 0.99987283 +1 19 56.1 AE5925;SPC NC - 568,993.26 2,688,717.03 sFT 0.99987283 +1 19 56.1 AE5925;UTM 18 - 3,906,672.628 346,167.669 MT 0.99989164 -0 58 39.3 AE5925 AE5925! - Elev Factor x Scale Factor = Combined Factor AE5925!SPC NC - 1.00000560 x 0.99987283 = 0.99987843 AE5925!UTM 18 - 1.00000560 x 0.99989164 = 0.99989724 AE5925 AE5925 SUPERSEDED SURVEY CONTROL AE5925 AE5925 NGVD 29 (04/29/98) 1.94 (m) 6.4 (f) LEVELING 3 AE5925 AE5925.Superseded values are not recommended for survey control. AE5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5925.See file dsdata.txt to determine how the superseded data were derived. AE5925 AE5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4616806673(NAD 83) AE5925_MARKER: DH = HORIZONTAL CONTROL DISK AE5925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5925_STAMPING: JUSTIN 1983 AE5925_MARK LOGO: NCGS AE5925_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5925+STABILITY: SURFACE MOTION AE5925 AE5925 HISTORY - Date Condition Report By AE5925 HISTORY - 1983 MONUMENTED NCGS AE5925 AE5925 STATION DESCRIPTION AE5925 AE5925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5925'STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) EAST OF AURORA AND 12.4 KM AE5925'(7.70 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 FOR 8.0 KM (4.95 MI) AE5925'EAST FROM THE SOUTH CREEK BRIDGE AT AURORA, OR 0.6 KM (0.35 MI) AE5925'NORTHWEST OF THE CAMPBELL CREEK BRIDGE, AT SR 1903. MARK IS RECESSED 5 AE5925'INCHES BELOW GROUND AND IS ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY. AE5925'LOCATED 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AE5925'29.7 M (97.4 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK AE5925'HOUSE, 23.4 M (76.8 FT) EAST OF THE SOUTH END OF A DRIVEWAY CULVERT, AE5925'AND 46.0 M (150.9 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A SR 1903 AE5925'CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0698 *********************************************************************** EY0698 DESIGNATION - K 242 EY0698 PID - EY0698 EY0698 STATE/COUNTY- NC/BEAUFORT EY0698 USGS QUAD - BLOUNTS BAY (1993) EY0698 EY0698 *CURRENT SURVEY CONTROL EY0698 ___________________________________________________________________ EY0698* NAD 83(1986)- 35 23 15.66922(N) 076 59 25.57048(W) ADJUSTED EY0698* NAVD 88 - 10.113 (meters) 33.18 (feet) ADJUSTED EY0698 ___________________________________________________________________ EY0698 LAPLACE CORR- -2.23 (seconds) DEFLEC99 EY0698 GEOID HEIGHT- -36.87 (meters) GEOID03 EY0698 DYNAMIC HT - 10.104 (meters) 33.15 (feet) COMP EY0698 MODELED GRAV- 979,753.0 (mgal) NAVD 88 EY0698 EY0698 HORZ ORDER - SECOND EY0698 VERT ORDER - SECOND CLASS II EY0698 EY0698.The North Carolina HARNS have been completed but, EY0698.due to contractual restrictions, coordinates for these stations EY0698.will NOT be published in the near future. In the interim, the EY0698.published coordinates in North Carolina will not be EY0698.consistent with the Continuously Operating Reference Stations EY0698.(CORS). The HARN coordinates for these stations are available EY0698.upon request. Contact Gary Thompson(919-733-3836). EY0698. EY0698.In addition, the published North Carolina positions EY0698.(NAD 83 (1986)) are NOT consistent with those determined in EY0698.adjacent state readjustments. The discontinuity between stations EY0698.located in North Carolina and those in adjacent states EY0698.which have been adjusted to the HARN may be as much as 5 EY0698.decimeters. This will result in a significant loss of accuracy EY0698.over lines crossing such state borders. EY0698 EY0698 EY0698.The horizontal coordinates were established by classical geodetic methods EY0698.and adjusted by the National Geodetic Survey in April 1998. EY0698 EY0698.The orthometric height was determined by differential leveling EY0698.and adjusted by the National Geodetic Survey in June 1991. EY0698 EY0698.The Laplace correction was computed from DEFLEC99 derived deflections. EY0698 EY0698.The geoid height was determined by GEOID03. EY0698 EY0698.The dynamic height is computed by dividing the NAVD 88 EY0698.geopotential number by the normal gravity value computed on the EY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0698.degrees latitude (g = 980.6199 gals.). EY0698 EY0698.The modeled gravity was interpolated from observed gravity values. EY0698 EY0698; North East Units Scale Factor Converg. EY0698;SPC NC - 183,516.459 792,145.948 MT 0.99987539 +1 09 35.5 EY0698;SPC NC - 602,086.92 2,598,898.83 sFT 0.99987539 +1 09 35.5 EY0698;UTM 18 - 3,917,856.244 319,218.153 MT 1.00000277 -1 09 10.7 EY0698 EY0698! - Elev Factor x Scale Factor = Combined Factor EY0698!SPC NC - 1.00000420 x 0.99987539 = 0.99987959 EY0698!UTM 18 - 1.00000420 x 1.00000277 = 1.00000697 EY0698 EY0698 SUPERSEDED SURVEY CONTROL EY0698 EY0698 NGVD 29 (??/??/92) 10.438 (m) 34.25 (f) ADJ UNCH 2 2 EY0698 EY0698.Superseded values are not recommended for survey control. EY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0698.See file dsdata.txt to determine how the superseded data were derived. EY0698 EY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1921817856(NAD 83) EY0698_MARKER: DB = BENCH MARK DISK EY0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0698_SP_SET: MONUMENT EY0698_STAMPING: K 242 1947 EY0698_MARK LOGO: CGS EY0698_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0698+STABILITY: SURFACE MOTION EY0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY0698+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 EY0698 EY0698 HISTORY - Date Condition Report By EY0698 HISTORY - 1947 MONUMENTED CGS EY0698 HISTORY - 1963 GOOD NGS EY0698 HISTORY - 19840101 GOOD NCGS EY0698 HISTORY - 19900510 GOOD NCGS EY0698 EY0698 STATION DESCRIPTION EY0698 EY0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EY0698'8.6 MI NW FROM EDWARD. EY0698'TO REACH THE MARK FROM THE BRIDGE OVER DURHAM CREEK AT EDWARD, EY0698'N.C., TRAVEL VIA STATE HIGHWAY 33 FOR 8.6 MILES NORTHWEST TO EY0698'MARK (2.8 MILES NORTHWEST OF BLOUNTS CREEK POST OFFICE AT COXS EY0698'CROSSROADS), MARK IS 64.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER EY0698'OF RICHFIELD SERVICE STATION, 38.8 FEET EAST OF THE CENTERLINE EY0698'OF STATE HIGHWAY 33, 25.5 FEET WEST OF A 12 INCH PECAN TREE, 3.8 EY0698'FT. EAST OF A POWER POLE AND 3.8 FEET EAST OF A WHITE REFERENCE EY0698'POST. A STANDARD DISK STAMPED K 242 1947 AND SET IN THE TOP OF EY0698'A 7 INCH ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND. EY0698 EY0698 STATION RECOVERY (1984) EY0698 EY0698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EY0698'RECOVERED AS DESCRIBED. STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EY0698'WEST-NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 4.4 KM (2.75 MI) EY0698'NORTH OF THE BLOUNTS CREEK POST OFFICE AT COXS CROSSROADS. MARK IS EY0698'FLUSH WITH GROUND. LOCATED 11.83 M (38.81 FT) EAST OF THE CENTERLINE EY0698'OF THE NC 33, 19.5 M (64.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A EY0698'HOUSE, 7.78 M (25.52 FT) WEST OF A 12-INCH PECAN, AND 1.16 M (3.81 FT) EY0698'EAST OF A POWER POLE WITH A REFERENCE TAG. EY0698 EY0698 STATION RECOVERY (1990) EY0698 EY0698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY0698'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3817 *********************************************************************** EY3817 DESIGNATION - KAY EY3817 PID - EY3817 EY3817 STATE/COUNTY- NC/BEAUFORT EY3817 USGS QUAD - AURORA (1993) EY3817 EY3817 *CURRENT SURVEY CONTROL EY3817 ___________________________________________________________________ EY3817* NAD 83(1986)- 35 18 17.28353(N) 076 46 26.64474(W) ADJUSTED EY3817* NAVD 88 - 1.5 (meters) 5. (feet) VERTCON EY3817 ___________________________________________________________________ EY3817 LAPLACE CORR- -1.12 (seconds) DEFLEC99 EY3817 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3817 EY3817 HORZ ORDER - SECOND EY3817 EY3817.The North Carolina HARNS have been completed but, EY3817.due to contractual restrictions, coordinates for these stations EY3817.will NOT be published in the near future. In the interim, the EY3817.published coordinates in North Carolina will not be EY3817.consistent with the Continuously Operating Reference Stations EY3817.(CORS). The HARN coordinates for these stations are available EY3817.upon request. Contact Gary Thompson(919-733-3836). EY3817. EY3817.In addition, the published North Carolina positions EY3817.(NAD 83 (1986)) are NOT consistent with those determined in EY3817.adjacent state readjustments. The discontinuity between stations EY3817.located in North Carolina and those in adjacent states EY3817.which have been adjusted to the HARN may be as much as 5 EY3817.decimeters. This will result in a significant loss of accuracy EY3817.over lines crossing such state borders. EY3817 EY3817 EY3817.The horizontal coordinates were established by classical geodetic methods EY3817.and adjusted by the National Geodetic Survey in July 1986. EY3817 EY3817.The NAVD 88 height was computed by applying the VERTCON shift value to EY3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3817 EY3817.The Laplace correction was computed from DEFLEC99 derived deflections. EY3817 EY3817.The geoid height was determined by GEOID03. EY3817 EY3817; North East Units Scale Factor Converg. EY3817;SPC NC - 174,743.391 812,003.426 MT 0.99987302 +1 17 05.1 EY3817;SPC NC - 573,303.94 2,664,047.91 sFT 0.99987302 +1 17 05.1 EY3817;UTM 18 - 3,908,288.584 338,707.328 MT 0.99992061 -1 01 31.8 EY3817 EY3817! - Elev Factor x Scale Factor = Combined Factor EY3817!SPC NC - 1.00000562 x 0.99987302 = 0.99987863 EY3817!UTM 18 - 1.00000562 x 0.99992061 = 0.99992622 EY3817 EY3817: Primary Azimuth Mark Grid Az EY3817:SPC NC - PAT 131 02 41.6 EY3817:UTM 18 - PAT 133 21 18.5 EY3817 EY3817|---------------------------------------------------------------------| EY3817| PID Reference Object Distance Geod. Az | EY3817| dddmmss.s | EY3817| EY3831 PAT APPROX. 0.6 KM 1321946.7 | EY3817| EY3793 AURORA 316.898 METERS 35719 | EY3817|---------------------------------------------------------------------| EY3817 EY3817 SUPERSEDED SURVEY CONTROL EY3817 EY3817 NAD 27 - 35 18 16.66145(N) 076 46 27.91108(W) AD( ) 2 EY3817 NGVD 29 (07/19/86) 1.8 (m) 6. (f) VERT ANG EY3817 EY3817.Superseded values are not recommended for survey control. EY3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3817.See file dsdata.txt to determine how the superseded data were derived. EY3817 EY3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3870708289(NAD 83) EY3817_MARKER: DE = TRAVERSE STATION DISK EY3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3817_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3817_STAMPING: KAY 1966 EY3817_MARK LOGO: NCGS EY3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3817+STABILITY: SURFACE MOTION EY3817 EY3817 HISTORY - Date Condition Report By EY3817 HISTORY - 1966 MONUMENTED NCGS EY3817 EY3817 STATION DESCRIPTION EY3817 EY3817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3817'KAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3817'THE VICINITY OF AURORA, NORTH CAROLINA. EY3817' EY3817'KAY IS 0.8 MILES E OF AURORA. TO REACH THE STATION FROM BRIDGE EY3817'OVER SOUTH CREEK. GO E 0.4 MILES ON NC 33 TO SR 1002 AND SR EY3817'1921. TURN LEFT (NW) ON SR 1921 AND CONTINUE FOR 0.35 MILES EY3817'ALONG SR 1921 TO STATION ON LEFT BANK OF SR 1921 NEAR POWER POLE. EY3817' EY3817'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3817'KAY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3817'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3817' EY3817'MARK IS 25.2 FT S OF C/L OR SR 1921 EY3817' EY3817'7.6 FT E OF PP 11 WITH ALUMINUM REF. TAG EY3817' EY3817'22.8 FT NW OF 4 INCH OAK WITH ALUMINUM REF. TAG EY3817' EY3817'29.1 FT N OF 10 INCH PINE WITH ALUMINUM REF. TAG EY3817' EY3817'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4093 *********************************************************************** EY4093 DESIGNATION - KEECH EY4093 PID - EY4093 EY4093 STATE/COUNTY- NC/BEAUFORT EY4093 USGS QUAD - PANTEGO (1974) EY4093 EY4093 *CURRENT SURVEY CONTROL EY4093 ___________________________________________________________________ EY4093* NAD 83(1986)- 35 32 01.95902(N) 076 43 32.70997(W) ADJUSTED EY4093* NAVD 88 - 2.492 (meters) 8.18 (feet) ADJUSTED EY4093 ___________________________________________________________________ EY4093 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY4093 GEOID HEIGHT- -37.04 (meters) GEOID03 EY4093 DYNAMIC HT - 2.490 (meters) 8.17 (feet) COMP EY4093 MODELED GRAV- 979,766.7 (mgal) NAVD 88 EY4093 EY4093 HORZ ORDER - SECOND EY4093 VERT ORDER - SECOND CLASS II EY4093 EY4093.The North Carolina HARNS have been completed but, EY4093.due to contractual restrictions, coordinates for these stations EY4093.will NOT be published in the near future. In the interim, the EY4093.published coordinates in North Carolina will not be EY4093.consistent with the Continuously Operating Reference Stations EY4093.(CORS). The HARN coordinates for these stations are available EY4093.upon request. Contact Gary Thompson(919-733-3836). EY4093. EY4093.In addition, the published North Carolina positions EY4093.(NAD 83 (1986)) are NOT consistent with those determined in EY4093.adjacent state readjustments. The discontinuity between stations EY4093.located in North Carolina and those in adjacent states EY4093.which have been adjusted to the HARN may be as much as 5 EY4093.decimeters. This will result in a significant loss of accuracy EY4093.over lines crossing such state borders. EY4093 EY4093 EY4093.The horizontal coordinates were established by classical geodetic methods EY4093.and adjusted by the National Geodetic Survey in July 1998. EY4093 EY4093.The orthometric height was determined by differential leveling EY4093.and adjusted by the National Geodetic Survey in June 1991. EY4093 EY4093.The Laplace correction was computed from DEFLEC99 derived deflections. EY4093 EY4093.The geoid height was determined by GEOID03. EY4093 EY4093.The dynamic height is computed by dividing the NAVD 88 EY4093.geopotential number by the normal gravity value computed on the EY4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4093.degrees latitude (g = 980.6199 gals.). EY4093 EY4093.The modeled gravity was interpolated from observed gravity values. EY4093 EY4093; North East Units Scale Factor Converg. EY4093;SPC NC - 200,248.833 815,813.787 MT 0.99988467 +1 18 45.5 EY4093;SPC NC - 656,983.05 2,676,549.07 sFT 0.99988467 +1 18 45.5 EY4093;UTM 18 - 3,933,620.312 343,544.133 MT 0.99990166 -1 00 11.5 EY4093 EY4093! - Elev Factor x Scale Factor = Combined Factor EY4093!SPC NC - 1.00000542 x 0.99988467 = 0.99989009 EY4093!UTM 18 - 1.00000542 x 0.99990166 = 0.99990708 EY4093 EY4093 SUPERSEDED SURVEY CONTROL EY4093 EY4093 NAVD 88 (07/14/98) 2.49 (m) 8.2 (f) LEVELING 3 EY4093 EY4093.Superseded values are not recommended for survey control. EY4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4093.See file dsdata.txt to determine how the superseded data were derived. EY4093 EY4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4354433620(NAD 83) EY4093_MARKER: DE = TRAVERSE STATION DISK EY4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4093_SP_SET: CONCRETE POST EY4093_STAMPING: KEECH 1982 EY4093_MARK LOGO: NCGS EY4093_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4093+STABILITY: SURFACE MOTION EY4093 EY4093 HISTORY - Date Condition Report By EY4093 HISTORY - 1982 MONUMENTED NCGS EY4093 HISTORY - 19840601 GOOD NCGS EY4093 EY4093 STATION DESCRIPTION EY4093 EY4093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4093'8.2 KM (5.1 MI) SW FROM PANTEGO. EY4093'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) SOUTHWEST OF PANTEGO AND EY4093'30.3 KM (18.8 MI) EAST OF WASHINGTON. ALONG US 264 FOR 1.5 KM (0.95 EY4093'MI) EAST FROM YEATESVILLE, AT THE INTERSECTION WITH SR 1715, IN THE EY4093'NORTH SHOULDER, ON THE PROLONGATION OF SR 1715. THE STATION IS A EY4093'STANDARD NCGS DISK STAMPED---KEECH 1982---, SET INTO THE TOP OF A EY4093'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 13 CM BELOW EY4093'GROUND. LOCATED 5.3 METERS (17.4 FT) NORTH OF THE CENTERLINE OF US EY4093'264, 33.1 METERS (108.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A EY4093'1-STORY BLOCK RESIDENCE, 25.8 METERS (84.6 FT) NORTHEAST OF A 6-INCH EY4093'WEEPING WILLOW, AND 43.9 METERS (144.1 FT) SOUTHWEST OF A TELEPHONE EY4093'POLE (78) WITH A REFERENCE TAG. EY4093 EY4093 STATION RECOVERY (1984) EY4093 EY4093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4093'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) SOUTHWEST OF PANTEGO AND EY4093'30.3 KM (18.80 MI) EAST OF WASHINGTON. ALONG US 264 FOR 1.5 KM (0.95 EY4093'MI) EAST FROM YEATESVILLE, AT SR 1715, IN THE NORTH SHOULDER, ON THE EY4093'PROLONGATION OF SR 1715. MARK IS RECESSED 5 INCHES BELOW GROUND. EY4093'LOCATED 5.3 M (17.4 FT) NORTH OF THE CENTERLINE OF US 264, 33.1 M EY4093'(108.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY BLOCK EY4093'RESIDENCE, 25.8 M (84.6 FT) NORTHEAST OF A 6-INCH WEEPING WILLOW, AND EY4093'43.9 M (144.0 FT) SOUTHWEST OF A TELEPHONE POLE (78) WITH A REFERENCE EY4093'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2126 *********************************************************************** EY2126 DESIGNATION - KENNEDY EY2126 PID - EY2126 EY2126 STATE/COUNTY- NC/BEAUFORT EY2126 USGS QUAD - WASHINGTON (1983) EY2126 EY2126 *CURRENT SURVEY CONTROL EY2126 ___________________________________________________________________ EY2126* NAD 83(1986)- 35 33 03.83237(N) 077 04 27.07821(W) ADJUSTED EY2126* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2126 ___________________________________________________________________ EY2126 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY2126 GEOID HEIGHT- -36.59 (meters) GEOID03 EY2126 EY2126 HORZ ORDER - THIRD EY2126 EY2126.The North Carolina HARNS have been completed but, EY2126.due to contractual restrictions, coordinates for these stations EY2126.will NOT be published in the near future. In the interim, the EY2126.published coordinates in North Carolina will not be EY2126.consistent with the Continuously Operating Reference Stations EY2126.(CORS). The HARN coordinates for these stations are available EY2126.upon request. Contact Gary Thompson(919-733-3836). EY2126. EY2126.In addition, the published North Carolina positions EY2126.(NAD 83 (1986)) are NOT consistent with those determined in EY2126.adjacent state readjustments. The discontinuity between stations EY2126.located in North Carolina and those in adjacent states EY2126.which have been adjusted to the HARN may be as much as 5 EY2126.decimeters. This will result in a significant loss of accuracy EY2126.over lines crossing such state borders. EY2126 EY2126 EY2126.The horizontal coordinates were established by classical geodetic methods EY2126.and adjusted by the National Geodetic Survey in July 1986. EY2126 EY2126.The orthometric height was scaled from a topographic map. EY2126 EY2126.The Laplace correction was computed from DEFLEC99 derived deflections. EY2126 EY2126.The geoid height was determined by GEOID03. EY2126 EY2126; North East Units Scale Factor Converg. EY2126;SPC NC - 201,486.805 784,187.458 MT 0.99988619 +1 06 41.5 EY2126;SPC NC - 661,044.63 2,572,788.35 sFT 0.99988619 +1 06 41.5 EY2126;UTM 18 - 3,936,135.975 311,991.140 MT 1.00003560 -1 12 22.8 EY2126 EY2126! - Elev Factor x Scale Factor = Combined Factor EY2126!SPC NC - 1.00000580 x 0.99988619 = 0.99989199 EY2126!UTM 18 - 1.00000580 x 1.00003560 = 1.00004140 EY2126 EY2126: Primary Azimuth Mark Grid Az EY2126:SPC NC - ATLANTIC 127 40 58.4 EY2126:UTM 18 - ATLANTIC 130 00 02.7 EY2126 EY2126|---------------------------------------------------------------------| EY2126| PID Reference Object Distance Geod. Az | EY2126| dddmmss.s | EY2126| EY2095 ATLANTIC APPROX. 0.6 KM 1284739.9 | EY2126| EY2148 PRONG 423.164 METERS 2234311.9 | EY2126| EY4540 KENNEDY RM 16.810 METERS 34748 | EY2126|---------------------------------------------------------------------| EY2126 EY2126 SUPERSEDED SURVEY CONTROL EY2126 EY2126 NAD 27 - 35 33 03.25600(N) 077 04 28.25000(W) AD( ) 3 EY2126 EY2126.Superseded values are not recommended for survey control. EY2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2126.See file dsdata.txt to determine how the superseded data were derived. EY2126 EY2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1199136136(NAD 83) EY2126_MARKER: DS = TRIANGULATION STATION DISK EY2126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2126_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2126 EY2126 HISTORY - Date Condition Report By EY2126 HISTORY - 1935 MONUMENTED CGS EY2126 HISTORY - 1949 GOOD CGS EY2126 EY2126 STATION DESCRIPTION EY2126 EY2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2126'THIS STATION IS ON THE N SHORE OF KENNEDY CREEK ABOVE EY2126'WASHINGTON, NORTH CAROLINA, ABOUT 600 METERS W OF THE N ABUTMENT EY2126'OF THE ATLANTIC COAST LINE RAILROAD BRIDGE. STATION IS IN EY2126'CYPRESS SWAMP AMONG THICKLY OVERHANGING TREES AND BUSHES, 6 FEET EY2126'N OF THE SHORE LINE, 30 METERS W OF OLD DOCK RUINS THE PILES OF EY2126'WHICH PROJECT 1 FOOT ABOVE AVERAGE WATER LEVEL. EY2126' EY2126'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET CONCRETE, IN EY2126'THE TOPS OF TILES. EY2126 EY2126 STATION RECOVERY (1949) EY2126 EY2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2126'STATION WAS RECOVERED IN FAIR CONDITION, IN ABOUT 2.0 FEET OF EY2126'WATER, 10.0 FEET S OF THE SHORELINE. THE REFERENCE MARK WAS EY2126'RECOVERED IN GOOD CONDITION. THE DISTANCE TO THE REFERENCE MARK EY2126'WAS MEASURED WITH A STEEL TAPE AND WAS FOUND TO BE CORRECT. THE EY2126'ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2126' EY2126'STATION IS ON THE N SHORE OF KENNEDY CREEK, ABOUT 600 METERS W EY2126'OF THE ATLANTIC COAST LINE RAILROAD BRIDGE AT WASHINGTON, AND EY2126'ABOUT 300 METERS W OF A HOUSE ON CLEARED LAND. THE STATION IS EY2126'AT THE EDGE OF A CYPRESS SWAMP, 30 METERS W OF AN OLD PIER IN EY2126'RUINS, THE PILES OF WHICH PROJECT ABOUT 1 FOOT ABOVE MEAN EY2126'HIGH-WATER LINE. EY2126' EY2126'STATION MARK IS A BRONZE STATION DISK, STAMPED KENNEDY 1935, AND EY2126'SET IN THE TOP OF A CONCRETE-FILLED 10-INCH TILE PROJECTING 6 EY2126'INCHES ABOVE WATER. EY2126' EY2126'REFERENCE MARK IS N OF THE STATION 30 FEET FROM THE WATER. IT EY2126'IS A BRONZE REFERENCE DISK, STAMPED KENNEDY 1935, AND SET IN THE EY2126'TOP OF A CONCRETE-FILLED 10-INCH TILE PROJECTING 4 INCHES ABOVE EY2126'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3881 *********************************************************************** EY3881 DESIGNATION - KING EY3881 PID - EY3881 EY3881 STATE/COUNTY- NC/BEAUFORT EY3881 USGS QUAD - EDWARD (1983) EY3881 EY3881 *CURRENT SURVEY CONTROL EY3881 ___________________________________________________________________ EY3881* NAD 83(1986)- 35 21 11.64980(N) 076 54 24.26393(W) ADJUSTED EY3881* NAVD 88 - 11.377 (meters) 37.33 (feet) ADJUSTED EY3881 ___________________________________________________________________ EY3881 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY3881 GEOID HEIGHT- -37.03 (meters) GEOID03 EY3881 DYNAMIC HT - 11.367 (meters) 37.29 (feet) COMP EY3881 MODELED GRAV- 979,747.9 (mgal) NAVD 88 EY3881 EY3881 HORZ ORDER - SECOND EY3881 VERT ORDER - SECOND CLASS II EY3881 EY3881.The North Carolina HARNS have been completed but, EY3881.due to contractual restrictions, coordinates for these stations EY3881.will NOT be published in the near future. In the interim, the EY3881.published coordinates in North Carolina will not be EY3881.consistent with the Continuously Operating Reference Stations EY3881.(CORS). The HARN coordinates for these stations are available EY3881.upon request. Contact Gary Thompson(919-733-3836). EY3881. EY3881.In addition, the published North Carolina positions EY3881.(NAD 83 (1986)) are NOT consistent with those determined in EY3881.adjacent state readjustments. The discontinuity between stations EY3881.located in North Carolina and those in adjacent states EY3881.which have been adjusted to the HARN may be as much as 5 EY3881.decimeters. This will result in a significant loss of accuracy EY3881.over lines crossing such state borders. EY3881 EY3881 EY3881.The horizontal coordinates were established by classical geodetic methods EY3881.and adjusted by the National Geodetic Survey in April 1998. EY3881 EY3881.The orthometric height was determined by differential leveling EY3881.and adjusted by the National Geodetic Survey in June 1998. EY3881 EY3881.The Laplace correction was computed from DEFLEC99 derived deflections. EY3881 EY3881.The geoid height was determined by GEOID03. EY3881 EY3881.The dynamic height is computed by dividing the NAVD 88 EY3881.geopotential number by the normal gravity value computed on the EY3881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3881.degrees latitude (g = 980.6199 gals.). EY3881 EY3881.The modeled gravity was interpolated from observed gravity values. EY3881 EY3881; North East Units Scale Factor Converg. EY3881;SPC NC - 179,852.779 799,828.223 MT 0.99987415 +1 12 29.4 EY3881;SPC NC - 590,066.99 2,624,103.09 sFT 0.99987415 +1 12 29.4 EY3881;UTM 18 - 3,913,885.157 326,747.198 MT 0.99996992 -1 06 12.8 EY3881 EY3881! - Elev Factor x Scale Factor = Combined Factor EY3881!SPC NC - 1.00000403 x 0.99987415 = 0.99987818 EY3881!UTM 18 - 1.00000403 x 0.99996992 = 0.99997395 EY3881 EY3881: Primary Azimuth Mark Grid Az EY3881:SPC NC - HENRY 298 14 38.2 EY3881:UTM 18 - HENRY 300 33 20.4 EY3881 EY3881|---------------------------------------------------------------------| EY3881| PID Reference Object Distance Geod. Az | EY3881| dddmmss.s | EY3881| EY3879 HENRY APPROX. 1.9 KM 2992707.6 | EY3881|---------------------------------------------------------------------| EY3881 EY3881 SUPERSEDED SURVEY CONTROL EY3881 EY3881 NAD 83(1986)- 35 21 11.65606(N) 076 54 24.26235(W) AD( ) 2 EY3881 NAD 27 - 35 21 11.05489(N) 076 54 25.47468(W) AD( ) 2 EY3881 NGVD 29 (04/29/98) 11.69 (m) 38.4 (f) LEVELING 3 EY3881 EY3881.Superseded values are not recommended for survey control. EY3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3881.See file dsdata.txt to determine how the superseded data were derived. EY3881 EY3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2674713885(NAD 83) EY3881_MARKER: DE = TRAVERSE STATION DISK EY3881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3881_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3881_STAMPING: KING 1966 EY3881_MARK LOGO: NCGS EY3881_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3881+STABILITY: SURFACE MOTION EY3881 EY3881 HISTORY - Date Condition Report By EY3881 HISTORY - 1966 MONUMENTED NCGS EY3881 HISTORY - 19830101 GOOD NCGS EY3881 EY3881 STATION DESCRIPTION EY3881 EY3881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3881'KING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3881'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3881' EY3881'KING IS 7.3 MILES WNW OF AURORA. AND 2.4 MILES NW OF EY3881'EDWARD. LOCATED 2.6 MILES SE ALONG NC 33 FROM SR 1100 AT COX EY3881'CROSSROADS. 1.15 MILES SE OF SR 1952. 1.15 MILES NW ALONG NC 33 EY3881'FROM SR 1954. AND ON N SHOULDER OF NC 33 IN CURVE. EY3881' EY3881'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3881'KING 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3881'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3881' EY3881'MARK IS EY3881' EY3881'18.0 FT N OF C/L OF NC 33 EY3881' EY3881'6.7 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3881' EY3881'12.5 FT S OF R/W MARKER EY3881' EY3881'61.0 FT NW OF TP 438 WITH ALUMINUM REF. TAG EY3881' EY3881'37.1 FT SW OF 6 INCH PINE WITH ALUMINUM REF. TAG EY3881' EY3881'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3881 EY3881 STATION RECOVERY (1983) EY3881 EY3881'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3881'RECOVERED IN GOOD CONDITION. REFERENCE TO THE YELLOW ARROW, TELEPHONE EY3881'POLE 438, AND THE 6-INCH PINE SHOULD BE DELETED. LOCATED 10.6 M (34.8 EY3881'FT) SOUTHWEST OF A 12-INCH PINE, AND 45.0 M (147.6 FT) SOUTH-SOUTHEAST EY3881'OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3818 *********************************************************************** EY3818 DESIGNATION - KINGFISH EY3818 PID - EY3818 EY3818 STATE/COUNTY- NC/BEAUFORT EY3818 USGS QUAD - AURORA (1993) EY3818 EY3818 *CURRENT SURVEY CONTROL EY3818 ___________________________________________________________________ EY3818* NAD 83(1986)- 35 19 03.89677(N) 076 47 02.50210(W) ADJUSTED EY3818* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3818 ___________________________________________________________________ EY3818 LAPLACE CORR- -1.33 (seconds) DEFLEC99 EY3818 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3818 EY3818 HORZ ORDER - THIRD EY3818 EY3818.The North Carolina HARNS have been completed but, EY3818.due to contractual restrictions, coordinates for these stations EY3818.will NOT be published in the near future. In the interim, the EY3818.published coordinates in North Carolina will not be EY3818.consistent with the Continuously Operating Reference Stations EY3818.(CORS). The HARN coordinates for these stations are available EY3818.upon request. Contact Gary Thompson(919-733-3836). EY3818. EY3818.In addition, the published North Carolina positions EY3818.(NAD 83 (1986)) are NOT consistent with those determined in EY3818.adjacent state readjustments. The discontinuity between stations EY3818.located in North Carolina and those in adjacent states EY3818.which have been adjusted to the HARN may be as much as 5 EY3818.decimeters. This will result in a significant loss of accuracy EY3818.over lines crossing such state borders. EY3818 EY3818 EY3818.The horizontal coordinates were established by classical geodetic methods EY3818.and adjusted by the National Geodetic Survey in July 1986. EY3818 EY3818.The orthometric height was scaled from a topographic map. EY3818 EY3818.The Laplace correction was computed from DEFLEC99 derived deflections. EY3818 EY3818.The geoid height was determined by GEOID03. EY3818 EY3818; North East Units Scale Factor Converg. EY3818;SPC NC - 176,159.134 811,065.827 MT 0.99987325 +1 16 44.4 EY3818;SPC NC - 577,948.76 2,660,971.80 sFT 0.99987325 +1 16 44.4 EY3818;UTM 18 - 3,909,741.046 337,827.521 MT 0.99992412 -1 01 53.7 EY3818 EY3818! - Elev Factor x Scale Factor = Combined Factor EY3818!SPC NC - 1.00000574 x 0.99987325 = 0.99987899 EY3818!UTM 18 - 1.00000574 x 0.99992412 = 0.99992986 EY3818 EY3818|---------------------------------------------------------------------| EY3818| PID Reference Object Distance Geod. Az | EY3818| dddmmss.s | EY3818| EY5152 KINGFISH RM 18.597 METERS 14112 | EY3818| EY3802 CRAWFORD 375.246 METERS 17515 | EY3818|---------------------------------------------------------------------| EY3818 EY3818 SUPERSEDED SURVEY CONTROL EY3818 EY3818 NAD 27 - 35 19 03.27900(N) 076 47 03.77200(W) AD( ) 3 EY3818 EY3818.Superseded values are not recommended for survey control. EY3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3818.See file dsdata.txt to determine how the superseded data were derived. EY3818 EY3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3782809741(NAD 83) EY3818_MARKER: DS = TRIANGULATION STATION DISK EY3818_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3818_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3818 EY3818 HISTORY - Date Condition Report By EY3818 HISTORY - 1935 MONUMENTED CGS EY3818 HISTORY - 1948 GOOD CGS EY3818 EY3818 STATION DESCRIPTION EY3818 EY3818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3818'STATION IS ON THE SOUTHEASTERLY SIDE OF SOUTH CREEK, 7/8 MILE EY3818'IN A STRAIGHT LINE N FROM HIGHWAY BRIDGE AT AURORA, NORTH CAROLINA, EY3818'ON FAST LAND, MARSHLAND BEGINNING 2 METERS WESTERLY. FROM THE EY3818'STATION SHORE LINE IS 25 METERS W, TREE LINE IS 30 METERS E AND EY3818'24-INCH PINE (LARGEST IN VICINITY) IS 17 METERS DISTANT. EY3818' EY3818'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3818'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3818' EY3818'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED 8- BY EY3818'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3818 EY3818 STATION RECOVERY (1948) EY3818 EY3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3818'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3818'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL EY3818'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3818'INADEQUATE, A NEW DESCRIPTION FOLLOWS. EY3818' EY3818'STATION IS ON THE SE SIDE OF SOUTH CREEK, 7/8 MILE ON A STRAIGHT EY3818'LINE N FROM THE STEEL TRUSS HIGHWAY BRIDGE AT AURORA, ON A LOW EY3818'RIDGE OF FAST LAND, GRASS COVERED, AND EXTENDING INTO THE MARSH EY3818'TO THE W FROM THE WOODS. FROM THE STATION SHORELINE IS 20 METERS EY3818'W, TREE LINE IS 20 METERS E, AND A TRIANGULAR-BLAZED 24-INCH EY3818'PINE IS E OF AND 15.3 METERS FROM THE STATION. EY3818' EY3818'STATION MARK IS A BRONZE DISK, STAMPED KING FISH 1935, SET IN TOP EY3818'OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3818' EY3818'REFERENCE MARK IS 210 DEG MAG.AZ. 12.5 METERS FROM THE EY3818'AFOREMENTIONED TRIANGULAR-BLAZED 24-INCH PINE WHICH IS THE LARGEST EY3818'TREE IN THE VICINITY. IT IS A BRONZE REFERENCE DISK, STAMPED KING EY3818'FISH 1935, SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING EY3818'6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3819 *********************************************************************** EY3819 DESIGNATION - LADDER EY3819 PID - EY3819 EY3819 STATE/COUNTY- NC/BEAUFORT EY3819 USGS QUAD - AURORA (1993) EY3819 EY3819 *CURRENT SURVEY CONTROL EY3819 ___________________________________________________________________ EY3819* NAD 83(1986)- 35 19 36.27967(N) 076 45 33.06061(W) ADJUSTED EY3819* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3819 ___________________________________________________________________ EY3819 LAPLACE CORR- -1.02 (seconds) DEFLEC99 EY3819 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3819 EY3819 HORZ ORDER - THIRD EY3819 EY3819.The North Carolina HARNS have been completed but, EY3819.due to contractual restrictions, coordinates for these stations EY3819.will NOT be published in the near future. In the interim, the EY3819.published coordinates in North Carolina will not be EY3819.consistent with the Continuously Operating Reference Stations EY3819.(CORS). The HARN coordinates for these stations are available EY3819.upon request. Contact Gary Thompson(919-733-3836). EY3819. EY3819.In addition, the published North Carolina positions EY3819.(NAD 83 (1986)) are NOT consistent with those determined in EY3819.adjacent state readjustments. The discontinuity between stations EY3819.located in North Carolina and those in adjacent states EY3819.which have been adjusted to the HARN may be as much as 5 EY3819.decimeters. This will result in a significant loss of accuracy EY3819.over lines crossing such state borders. EY3819 EY3819 EY3819.The horizontal coordinates were established by classical geodetic methods EY3819.and adjusted by the National Geodetic Survey in July 1986. EY3819 EY3819.The orthometric height was scaled from a topographic map. EY3819 EY3819.The Laplace correction was computed from DEFLEC99 derived deflections. EY3819 EY3819.The geoid height was determined by GEOID03. EY3819 EY3819; North East Units Scale Factor Converg. EY3819;SPC NC - 177,207.449 813,301.688 MT 0.99987344 +1 17 36.0 EY3819;SPC NC - 581,388.11 2,668,307.29 sFT 0.99987344 +1 17 36.0 EY3819;UTM 18 - 3,910,698.407 340,103.936 MT 0.99991508 -1 01 02.8 EY3819 EY3819! - Elev Factor x Scale Factor = Combined Factor EY3819!SPC NC - 1.00000574 x 0.99987344 = 0.99987918 EY3819!UTM 18 - 1.00000574 x 0.99991508 = 0.99992082 EY3819 EY3819: Primary Azimuth Mark Grid Az EY3819:SPC NC - BEAVER 200 22 52.0 EY3819:UTM 18 - BEAVER 202 41 30.8 EY3819 EY3819|---------------------------------------------------------------------| EY3819| PID Reference Object Distance Geod. Az | EY3819| dddmmss.s | EY3819| EY5156 LADDER RM 13.733 METERS 07240 | EY3819| EY3796 BEAVER APPROX. 1.0 KM 2014028.0 | EY3819|---------------------------------------------------------------------| EY3819 EY3819 SUPERSEDED SURVEY CONTROL EY3819 EY3819 NAD 27 - 35 19 35.66700(N) 076 45 34.32200(W) AD( ) 3 EY3819 EY3819.Superseded values are not recommended for survey control. EY3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3819.See file dsdata.txt to determine how the superseded data were derived. EY3819 EY3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4010410698(NAD 83) EY3819_MARKER: DS = TRIANGULATION STATION DISK EY3819_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3819_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3819 EY3819 HISTORY - Date Condition Report By EY3819 HISTORY - 1935 MONUMENTED CGS EY3819 HISTORY - 1948 GOOD CGS EY3819 EY3819 STATION DESCRIPTION EY3819 EY3819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3819'STATION IS ON THE S SIDE OF SOUTH CREEK APPROXIMATELY 3/4 MILE W EY3819'OF THE EASTERN POINT AT MOUTH OF SHORT CREEK. SHORE LINE FOR 50 EY3819'METERS IN FRONT OF STATION IS GRASSY WHILE ON EITHER SIDE ARE EY3819'SANDY BEACHES. FROM THE STATION, A ROW OF OLD PILING IS ABOUT EY3819'350 METERS S AND SHORE LINE IS 4 METERS N. EY3819' EY3819'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3819'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3819' EY3819'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3819'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3819 EY3819 STATION RECOVERY (1948) EY3819 EY3819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3819'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3819'CONDITION. DISTANCES TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3819'TAPE AND FOUND TO BE INCORRECT. THE PUBLISHED DESCRIPTION IS EY3819'INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3819' EY3819'STATION IS ON THE S SIDE OF SOUTH CREEK, APPROXIMATELY 3/4 MILE EY3819'W OF THE E POINT AT THE MOUTH OF SHORT CREEK. SHORELINE FOR 50 EY3819'METERS IN FRONT OF STATION IS GRASSY WHILE ON EITHER SIDE ARE EY3819'SANDY BLUFFS 3 FEET HIGH. FROM THE STATION A ROW OF OLD PILING EY3819'IS 350 METERS S AND SHORELINE IS 2 METERS E. A 12-INCH EY3819'TRIANGULAR-BLAZED PINE IS 6.0 METERS N FROM STATION. A 12-INCH EY3819'TRIANGULAR-BLAZED SWEET GUM IS 3.1 METERS S FROM STATION. EY3819' EY3819'STATION MARK IS A BRONZE DISK, STAMPED LADDER 1935, SET IN TOP EY3819'OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE EY3819'GROUND. EY3819' EY3819'REFERENCE MARK IS 13.073 METERS (42.89 FEET) AND NOT 13.733 EY3819'METERS AS STATED IN THE PUBLISHED DESCRIPTION. IT IS A BRONZE EY3819'REFERENCE DISK, STAMPED LADDER 1935, SET IN TOP OF A EY3819'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3525 *********************************************************************** EY3525 DESIGNATION - LARK EY3525 PID - EY3525 EY3525 STATE/COUNTY- NC/BEAUFORT EY3525 USGS QUAD - SOUTH CREEK (1993) EY3525 EY3525 *CURRENT SURVEY CONTROL EY3525 ___________________________________________________________________ EY3525* NAD 83(1986)- 35 20 48.96830(N) 076 43 33.88926(W) ADJUSTED EY3525* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3525 ___________________________________________________________________ EY3525 LAPLACE CORR- -0.84 (seconds) DEFLEC99 EY3525 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3525 EY3525 HORZ ORDER - THIRD EY3525 EY3525.The North Carolina HARNS have been completed but, EY3525.due to contractual restrictions, coordinates for these stations EY3525.will NOT be published in the near future. In the interim, the EY3525.published coordinates in North Carolina will not be EY3525.consistent with the Continuously Operating Reference Stations EY3525.(CORS). The HARN coordinates for these stations are available EY3525.upon request. Contact Gary Thompson(919-733-3836). EY3525. EY3525.In addition, the published North Carolina positions EY3525.(NAD 83 (1986)) are NOT consistent with those determined in EY3525.adjacent state readjustments. The discontinuity between stations EY3525.located in North Carolina and those in adjacent states EY3525.which have been adjusted to the HARN may be as much as 5 EY3525.decimeters. This will result in a significant loss of accuracy EY3525.over lines crossing such state borders. EY3525 EY3525 EY3525.The horizontal coordinates were established by classical geodetic methods EY3525.and adjusted by the National Geodetic Survey in July 1986. EY3525 EY3525.The orthometric height was scaled from a topographic map. EY3525 EY3525.The Laplace correction was computed from DEFLEC99 derived deflections. EY3525 EY3525.The geoid height was determined by GEOID03. EY3525 EY3525; North East Units Scale Factor Converg. EY3525;SPC NC - 179,515.165 816,259.090 MT 0.99987397 +1 18 44.8 EY3525;SPC NC - 588,959.34 2,678,010.03 sFT 0.99987397 +1 18 44.8 EY3525;UTM 18 - 3,912,885.070 343,152.096 MT 0.99990318 -0 59 55.6 EY3525 EY3525! - Elev Factor x Scale Factor = Combined Factor EY3525!SPC NC - 1.00000574 x 0.99987397 = 0.99987971 EY3525!UTM 18 - 1.00000574 x 0.99990318 = 0.99990892 EY3525 EY3525: Primary Azimuth Mark Grid Az EY3525:SPC NC - LONG 231 10 03.1 EY3525:UTM 18 - LONG 233 28 43.5 EY3525 EY3525|---------------------------------------------------------------------| EY3525| PID Reference Object Distance Geod. Az | EY3525| dddmmss.s | EY3525| EY5160 LARK RM 16.674 METERS 14221 | EY3525| EY3528 LONG APPROX. 1.6 KM 2322847.9 | EY3525|---------------------------------------------------------------------| EY3525 EY3525 SUPERSEDED SURVEY CONTROL EY3525 EY3525 NAD 27 - 35 20 48.36500(N) 076 43 35.14100(W) AD( ) 3 EY3525 EY3525.Superseded values are not recommended for survey control. EY3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3525.See file dsdata.txt to determine how the superseded data were derived. EY3525 EY3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4315212885(NAD 83) EY3525_MARKER: DS = TRIANGULATION STATION DISK EY3525_SETTING: 0 = UNSPECIFIED SETTING EY3525 EY3525 HISTORY - Date Condition Report By EY3525 HISTORY - 1935 MONUMENTED CGS EY3525 HISTORY - 1948 POOR CGS EY3525 EY3525 STATION DESCRIPTION EY3525 EY3525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3525'THIS STATION IS ON THE S SHORE OF SOUTH CREEK 3-1/4 MILES FROM EY3525'INDIAN SLUE BEACON, 200 METERS W FROM SCHOONER CREEK ON A MARSHY EY3525'POINT. STATION IS IN UNSTALBE GROUND. FROM THE STATION SHORE EY3525'LINE IS 10 METERS N, 5 METERS W AND 20 METERS E. EY3525' EY3525'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3525'8-BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3525' EY3525'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED 8- BY EY3525'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3525 EY3525 STATION RECOVERY (1948) EY3525 EY3525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3525'STATION RECOVERED IN POOR CONDITION. REFERENCE MARK RECOVERED EY3525'IN GOOD CONDITION. STATION IS IN WATER 2 FEET W OF SHORE AND 8.3 EY3525'METERS S OF A MARSHY POINT. IT IS STILL SOLIDLY EMBEDDED. THE EY3525'MASS DESCRIPTION IS ADEQUATE. DISTANCE TO THE REFERENCE MARK WAS EY3525'MEASURED AND FOUND TO BE CORRECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9098 *********************************************************************** AF9098 DESIGNATION - LARRY AF9098 PID - AF9098 AF9098 STATE/COUNTY- NC/BEAUFORT AF9098 USGS QUAD - BELHAVEN (1974) AF9098 AF9098 *CURRENT SURVEY CONTROL AF9098 ___________________________________________________________________ AF9098* NAD 83(1986)- 35 33 52.52323(N) 076 31 54.23297(W) ADJUSTED AF9098* NAVD 88 - 2.4 (meters) 8. (feet) VERT ANG AF9098 ___________________________________________________________________ AF9098 LAPLACE CORR- -3.48 (seconds) DEFLEC99 AF9098 GEOID HEIGHT- -37.30 (meters) GEOID03 AF9098 AF9098 HORZ ORDER - SECOND AF9098 AF9098.The North Carolina HARNS have been completed but, AF9098.due to contractual restrictions, coordinates for these stations AF9098.will NOT be published in the near future. In the interim, the AF9098.published coordinates in North Carolina will not be AF9098.consistent with the Continuously Operating Reference Stations AF9098.(CORS). The HARN coordinates for these stations are available AF9098.upon request. Contact Gary Thompson(919-733-3836). AF9098. AF9098.In addition, the published North Carolina positions AF9098.(NAD 83 (1986)) are NOT consistent with those determined in AF9098.adjacent state readjustments. The discontinuity between stations AF9098.located in North Carolina and those in adjacent states AF9098.which have been adjusted to the HARN may be as much as 5 AF9098.decimeters. This will result in a significant loss of accuracy AF9098.over lines crossing such state borders. AF9098 AF9098 AF9098.The horizontal coordinates were established by classical geodetic methods AF9098.and adjusted by the National Geodetic Survey in July 1998. AF9098 AF9098.The orthometric height was determined by vertical angle observations. AF9098 AF9098.The Laplace correction was computed from DEFLEC99 derived deflections. AF9098 AF9098.The geoid height was determined by GEOID03. AF9098 AF9098; North East Units Scale Factor Converg. AF9098;SPC NC - 204,075.167 833,318.076 MT 0.99988745 +1 25 28.6 AF9098;SPC NC - 669,536.61 2,733,977.72 sFT 0.99988745 +1 25 28.6 AF9098;UTM 18 - 3,936,736.184 361,188.433 MT 0.99983745 -0 53 27.7 AF9098 AF9098! - Elev Factor x Scale Factor = Combined Factor AF9098!SPC NC - 1.00000547 x 0.99988745 = 0.99989292 AF9098!UTM 18 - 1.00000547 x 0.99983745 = 0.99984292 AF9098 AF9098 SUPERSEDED SURVEY CONTROL AF9098 AF9098.No superseded survey control is available for this station. AF9098 AF9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6118836736(NAD 83) AF9098_MARKER: DE = TRAVERSE STATION DISK AF9098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9098_STAMPING: LARRY 1982 AF9098_MARK LOGO: NCGS AF9098_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9098+STABILITY: SURFACE MOTION AF9098 AF9098 HISTORY - Date Condition Report By AF9098 HISTORY - 1982 MONUMENTED NCGS AF9098 AF9098 STATION DESCRIPTION AF9098 AF9098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9098'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) EAST-NORTHEAST OF BELHAVEN AF9098'AND 10.9 KM (6.75 MI) NORTHWEST OF SCRANTON. ALONG US 264 FOR 3.0 KM AF9098'(1.85 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), AT SR 1700. MARK AF9098'IS RECESSED 5 INCHES BELOW GROUND. LOCATED 19.1 M (62.7 FT) NORTHWEST AF9098'OF THE CENTERLINE OF US 264, 5.3 M (17.4 FT) SOUTHWEST OF THE CENTER AF9098'OF SR 1700, 9.5 M (31.2 FT) NORTHEAST OF EAST END OF A CONCRETE AF9098'DRIVEWAY CULVERT--AND 3.9 M (12.8 FT) SOUTHEAST OF A MAIL BOX, 4.6 M AF9098'(15.1 FT) NORTHEAST OF A FENCE POST, AND 25.3 M (83.0 FT) SOUTHEAST OF AF9098'A 30-INCH PINE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5893 *********************************************************************** AE5893 DESIGNATION - LATONIA AE5893 PID - AE5893 AE5893 STATE/COUNTY- NC/BEAUFORT AE5893 USGS QUAD - HACKNEY (1983) AE5893 AE5893 *CURRENT SURVEY CONTROL AE5893 ___________________________________________________________________ AE5893* NAD 83(1986)- 35 24 31.73562(N) 077 00 55.31154(W) ADJUSTED AE5893* NAVD 88 - 10.430 (meters) 34.22 (feet) ADJUSTED AE5893 ___________________________________________________________________ AE5893 LAPLACE CORR- -1.94 (seconds) DEFLEC99 AE5893 GEOID HEIGHT- -36.82 (meters) GEOID03 AE5893 DYNAMIC HT - 10.420 (meters) 34.19 (feet) COMP AE5893 MODELED GRAV- 979,753.6 (mgal) NAVD 88 AE5893 AE5893 HORZ ORDER - SECOND AE5893 VERT ORDER - SECOND CLASS II AE5893 AE5893.The North Carolina HARNS have been completed but, AE5893.due to contractual restrictions, coordinates for these stations AE5893.will NOT be published in the near future. In the interim, the AE5893.published coordinates in North Carolina will not be AE5893.consistent with the Continuously Operating Reference Stations AE5893.(CORS). The HARN coordinates for these stations are available AE5893.upon request. Contact Gary Thompson(919-733-3836). AE5893. AE5893.In addition, the published North Carolina positions AE5893.(NAD 83 (1986)) are NOT consistent with those determined in AE5893.adjacent state readjustments. The discontinuity between stations AE5893.located in North Carolina and those in adjacent states AE5893.which have been adjusted to the HARN may be as much as 5 AE5893.decimeters. This will result in a significant loss of accuracy AE5893.over lines crossing such state borders. AE5893 AE5893 AE5893.The horizontal coordinates were established by classical geodetic methods AE5893.and adjusted by the National Geodetic Survey in April 1998. AE5893 AE5893.The orthometric height was determined by differential leveling AE5893.and adjusted by the National Geodetic Survey in June 1998. AE5893 AE5893.The Laplace correction was computed from DEFLEC99 derived deflections. AE5893 AE5893.The geoid height was determined by GEOID03. AE5893 AE5893.The dynamic height is computed by dividing the NAVD 88 AE5893.geopotential number by the normal gravity value computed on the AE5893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5893.degrees latitude (g = 980.6199 gals.). AE5893 AE5893.The modeled gravity was interpolated from observed gravity values. AE5893 AE5893; North East Units Scale Factor Converg. AE5893;SPC NC - 185,814.424 789,834.977 MT 0.99987633 +1 08 43.7 AE5893;SPC NC - 609,626.16 2,591,316.92 sFT 0.99987633 +1 08 43.7 AE5893;UTM 18 - 3,920,245.926 317,001.523 MT 1.00001271 -1 10 04.9 AE5893 AE5893! - Elev Factor x Scale Factor = Combined Factor AE5893!SPC NC - 1.00000414 x 0.99987633 = 0.99988047 AE5893!UTM 18 - 1.00000414 x 1.00001271 = 1.00001685 AE5893 AE5893 SUPERSEDED SURVEY CONTROL AE5893 AE5893 NGVD 29 (04/29/98) 10.75 (m) 35.3 (f) LEVELING 3 AE5893 AE5893.Superseded values are not recommended for survey control. AE5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5893.See file dsdata.txt to determine how the superseded data were derived. AE5893 AE5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1700220246(NAD 83) AE5893_MARKER: DH = HORIZONTAL CONTROL DISK AE5893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5893_STAMPING: LATONIA 1983 AE5893_MARK LOGO: NCGS AE5893_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5893+STABILITY: SURFACE MOTION AE5893 AE5893 HISTORY - Date Condition Report By AE5893 HISTORY - 1983 MONUMENTED NCGS AE5893 HISTORY - 19900514 GOOD NCGS AE5893 AE5893 STATION DESCRIPTION AE5893 AE5893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5893'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHWEST OF COXS AE5893'CROSSROADS, 14.3 KM (8.90 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC 33 AE5893'FOR 7.7 KM (4.80 MI) NORTH FROM THE BLOUNTS CREEK POST OFFICE AT COXS AE5893'CROSSROADS, OR 0.5 KM (0.30 MI) NORTH OF SR 1117. MARK IS RECESSED 3 AE5893'INCHES BELOW GROUND. LOCATED 5.9 M (19.4 FT) SOUTHWEST OF THE AE5893'CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT) SOUTHEAST OF THE SOUTH END AE5893'OF A DRIVEWAY CULVERT, 8.6 M (28.2 FT) NORTHWEST OF CENTER OF THE WEST AE5893'END OF CONCRETE BOX CULVERT, 27.4 M (89.9 FT) SOUTHEAST OF BENCH MARK AE5893'M 2421947--AND 5.24 M (17.19 FT) NORTHEAST OF A BRACE POLE, 14.9 M AE5893'(48.9 FT) SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. AE5893 AE5893 STATION RECOVERY (1990) AE5893 AE5893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5893'RECOVERED AS DESCRIBED. DISTANCES TO BRACE POLE AND POWER POLE ARE AE5893'18.2 FT (5.5 M) AND 49.6 FT (15.1 M) RESPECTIVELY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4082 *********************************************************************** EY4082 DESIGNATION - LEE EY4082 PID - EY4082 EY4082 STATE/COUNTY- NC/BEAUFORT EY4082 USGS QUAD - PANTEGO (1974) EY4082 EY4082 *CURRENT SURVEY CONTROL EY4082 ___________________________________________________________________ EY4082* NAD 83(1986)- 35 35 08.17322(N) 076 39 46.24287(W) ADJUSTED EY4082* NAVD 88 - 1.604 (meters) 5.26 (feet) ADJUSTED EY4082 ___________________________________________________________________ EY4082 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EY4082 GEOID HEIGHT- -37.05 (meters) GEOID03 EY4082 DYNAMIC HT - 1.602 (meters) 5.26 (feet) COMP EY4082 MODELED GRAV- 979,777.7 (mgal) NAVD 88 EY4082 EY4082 HORZ ORDER - SECOND EY4082 VERT ORDER - SECOND CLASS II EY4082 EY4082.The North Carolina HARNS have been completed but, EY4082.due to contractual restrictions, coordinates for these stations EY4082.will NOT be published in the near future. In the interim, the EY4082.published coordinates in North Carolina will not be EY4082.consistent with the Continuously Operating Reference Stations EY4082.(CORS). The HARN coordinates for these stations are available EY4082.upon request. Contact Gary Thompson(919-733-3836). EY4082. EY4082.In addition, the published North Carolina positions EY4082.(NAD 83 (1986)) are NOT consistent with those determined in EY4082.adjacent state readjustments. The discontinuity between stations EY4082.located in North Carolina and those in adjacent states EY4082.which have been adjusted to the HARN may be as much as 5 EY4082.decimeters. This will result in a significant loss of accuracy EY4082.over lines crossing such state borders. EY4082 EY4082 EY4082.The horizontal coordinates were established by classical geodetic methods EY4082.and adjusted by the National Geodetic Survey in July 1998. EY4082 EY4082.The orthometric height was determined by differential leveling EY4082.and adjusted by the National Geodetic Survey in June 1991. EY4082 EY4082.The Laplace correction was computed from DEFLEC99 derived deflections. EY4082 EY4082.The geoid height was determined by GEOID03. EY4082 EY4082.The dynamic height is computed by dividing the NAVD 88 EY4082.geopotential number by the normal gravity value computed on the EY4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4082.degrees latitude (g = 980.6199 gals.). EY4082 EY4082.The modeled gravity was interpolated from observed gravity values. EY4082 EY4082; North East Units Scale Factor Converg. EY4082;SPC NC - 206,118.141 821,381.665 MT 0.99988951 +1 20 56.2 EY4082;SPC NC - 676,239.27 2,694,816.35 sFT 0.99988951 +1 20 56.2 EY4082;UTM 18 - 3,939,259.813 349,344.696 MT 0.99987970 -0 58 04.2 EY4082 EY4082! - Elev Factor x Scale Factor = Combined Factor EY4082!SPC NC - 1.00000556 x 0.99988951 = 0.99989507 EY4082!UTM 18 - 1.00000556 x 0.99987970 = 0.99988526 EY4082 EY4082 SUPERSEDED SURVEY CONTROL EY4082 EY4082 NAVD 88 (07/14/98) 1.60 (m) 5.2 (f) LEVELING 3 EY4082 EY4082.Superseded values are not recommended for survey control. EY4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4082.See file dsdata.txt to determine how the superseded data were derived. EY4082 EY4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4934539260(NAD 83) EY4082_MARKER: DE = TRAVERSE STATION DISK EY4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4082_SP_SET: CONCRETE POST EY4082_STAMPING: LEE 1982 EY4082_MARK LOGO: NCGS EY4082_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4082+STABILITY: SURFACE MOTION EY4082 EY4082 HISTORY - Date Condition Report By EY4082 HISTORY - 1982 MONUMENTED NCGS EY4082 HISTORY - 19840601 GOOD NCGS EY4082 HISTORY - 1985 GOOD USPSQD EY4082 EY4082 STATION DESCRIPTION EY4082 EY4082'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4082'0.3 KM (0.2 MI) SW FROM PANTEGO. EY4082'THE STATION IS LOCATED ABOUT 0.3 KM (0.2 MI) SOUTHWEST OF PANTEGO. EY4082'ALONG US 264 FOR 0.3 KM (0.2 MI) WEST FROM THE INTERSECTION WITH NC EY4082'99, AT THE INTERSECTION WITH SR 1704. THE STATION IS A STANDARD NCGS EY4082'DISK STAMPED---LEE 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4082'MONUMENT 25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED 21.0 EY4082'METERS (68.8 FT) SOUTHEAST OF THE CENTERLINE OF US 264, 10.8 METERS EY4082'(35.4 FT) SOUTHWEST OF THE EAST END OF A TRAFFIC ISLAND, 21.3 METERS EY4082'(70.0 FT) SOUTHWEST OF A TELEPHONE JUNCTION BOX (1074R 11), 21.8 EY4082'METERS (71.6 FT) SOUTHWEST OF A 24-INCH CYPRESS, 7.2 METERS (23.7 FT) EY4082'NORTH OF A RIGHT-OF-WAY MARKER, 25.3 METERS (83.0 FT) NORTHEAST OF A EY4082'TELEPHONE POLE WITH A REFERENCE TAG, AND 13.0 METERS (42.6 FT) EY4082'SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT UNDER US 264. EY4082 EY4082 STATION RECOVERY (1984) EY4082 EY4082'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4082'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) SOUTHWEST OF PANTEGO. ALONG EY4082'US 264 FOR 0.3 KM (0.20 MI) WEST FROM NC 99, AT SR 1704. MARK IS EY4082'RECESSED 2 INCHES BELOW GROUND. LOCATED 21.0 M (68.9 FT) SOUTHEAST OF EY4082'THE CENTERLINE OF US 264, 10.8 M (35.4 FT) SOUTHWEST OF THE EAST END EY4082'OF A TRAFFIC ISLAND, 21.3 M (69.9 FT) SOUTHWEST OF A TELEPHONE EY4082'JUNCTION BOX (1074R 11), 21.8 M (71.5 FT) SOUTHWEST OF A 24-INCH EY4082'CYPRESS, 7.2 M (23.6 FT) NORTH OF A RIGHT-OF-WAY MARKER, 25.3 M (83.0 EY4082'FT) NORTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG, AND 13.0 M EY4082'(42.7 FT) SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT UNDER US EY4082'264. EY4082 EY4082 STATION RECOVERY (1985) EY4082 EY4082'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4082'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9095 *********************************************************************** AF9095 DESIGNATION - LEECH AF9095 PID - AF9095 AF9095 STATE/COUNTY- NC/BEAUFORT AF9095 USGS QUAD - BELHAVEN (1974) AF9095 AF9095 *CURRENT SURVEY CONTROL AF9095 ___________________________________________________________________ AF9095* NAD 83(1986)- 35 34 14.60397(N) 076 30 08.61484(W) ADJUSTED AF9095* NAVD 88 - 1.08 (meters) 3.5 (feet) LEVELING AF9095 ___________________________________________________________________ AF9095 LAPLACE CORR- -3.88 (seconds) DEFLEC99 AF9095 GEOID HEIGHT- -37.36 (meters) GEOID03 AF9095 AF9095 HORZ ORDER - SECOND AF9095 VERT ORDER - THIRD ? AF9095 AF9095.The North Carolina HARNS have been completed but, AF9095.due to contractual restrictions, coordinates for these stations AF9095.will NOT be published in the near future. In the interim, the AF9095.published coordinates in North Carolina will not be AF9095.consistent with the Continuously Operating Reference Stations AF9095.(CORS). The HARN coordinates for these stations are available AF9095.upon request. Contact Gary Thompson(919-733-3836). AF9095. AF9095.In addition, the published North Carolina positions AF9095.(NAD 83 (1986)) are NOT consistent with those determined in AF9095.adjacent state readjustments. The discontinuity between stations AF9095.located in North Carolina and those in adjacent states AF9095.which have been adjusted to the HARN may be as much as 5 AF9095.decimeters. This will result in a significant loss of accuracy AF9095.over lines crossing such state borders. AF9095 AF9095 AF9095.The horizontal coordinates were established by classical geodetic methods AF9095.and adjusted by the National Geodetic Survey in July 1998. AF9095 AF9095.The orthometric height was determined by differential leveling. AF9095.The vertical network tie was performed by a horz. field party for horz. AF9095.obs reductions. Reset procedures were used to establish the elevation. AF9095 AF9095.The Laplace correction was computed from DEFLEC99 derived deflections. AF9095 AF9095.The geoid height was determined by GEOID03. AF9095 AF9095; North East Units Scale Factor Converg. AF9095;SPC NC - 204,821.908 835,959.547 MT 0.99988804 +1 26 29.6 AF9095;SPC NC - 671,986.54 2,742,643.95 sFT 0.99988804 +1 26 29.6 AF9095;UTM 18 - 3,937,375.552 363,857.772 MT 0.99982840 -0 52 26.7 AF9095 AF9095! - Elev Factor x Scale Factor = Combined Factor AF9095!SPC NC - 1.00000569 x 0.99988804 = 0.99989373 AF9095!UTM 18 - 1.00000569 x 0.99982840 = 0.99983409 AF9095 AF9095 SUPERSEDED SURVEY CONTROL AF9095 AF9095.No superseded survey control is available for this station. AF9095 AF9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6385837376(NAD 83) AF9095_MARKER: DE = TRAVERSE STATION DISK AF9095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9095_STAMPING: LEECH 1982 AF9095_MARK LOGO: NCGS AF9095_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9095+STABILITY: SURFACE MOTION AF9095 AF9095 HISTORY - Date Condition Report By AF9095 HISTORY - 1982 MONUMENTED NCGS AF9095 AF9095 STATION DESCRIPTION AF9095 AF9095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9095'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHWEST OF SCRANTON AF9095'AND 11.4 KM (7.10 MI) EAST-NORTHEAST OF BELHAVEN. AT THE COUNTY LINE AF9095'(AT LEECHVILLE), 2.3 KM (1.40 MI) WEST FROM NC 45, ON THE WEST SIDE OF AF9095'THE PUNGO RIVER. MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 1.4 AF9095'M (4.6 FT) SOUTH OF THE EDGE OF AN OLD CONCRETE ROAD BED, 20.8 M (68.2 AF9095'FT) EAST OF A TELEPHONE PEDESTAL (264ER), 33.6 M (110.2 FT) SOUTHEAST AF9095'OF THE INTERSECTION OF A SOIL ROAD AND THE CONCRETE ROAD BED, 16.9 M AF9095'(55.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD STORE AF9095'BUILDING--AND 9.2 M (30.2 FT) WEST OF A TELEPHONE POLE, 40.0 M (131.2 AF9095'FT) SOUTHEAST OF A 24-INCH CEDAR TREE--BOTH WITH REFERENCE TAGS. AF9095'ELEVATION ESTABLISHED BY LEVEL TRANSFER IS 0.278 METERS (0.912 FT) AF9095'ABOVE BENCH MARK--U 243--. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3774 *********************************************************************** EY3774 DESIGNATION - LEES CREEK 2 EY3774 PID - EY3774 EY3774 STATE/COUNTY- NC/BEAUFORT EY3774 USGS QUAD - BATH (1993) EY3774 EY3774 *CURRENT SURVEY CONTROL EY3774 ___________________________________________________________________ EY3774* NAD 83(1986)- 35 23 13.77988(N) 076 46 58.31002(W) ADJUSTED EY3774* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3774 ___________________________________________________________________ EY3774 LAPLACE CORR- -1.32 (seconds) DEFLEC99 EY3774 GEOID HEIGHT- -37.17 (meters) GEOID03 EY3774 EY3774 HORZ ORDER - THIRD EY3774 EY3774.The North Carolina HARNS have been completed but, EY3774.due to contractual restrictions, coordinates for these stations EY3774.will NOT be published in the near future. In the interim, the EY3774.published coordinates in North Carolina will not be EY3774.consistent with the Continuously Operating Reference Stations EY3774.(CORS). The HARN coordinates for these stations are available EY3774.upon request. Contact Gary Thompson(919-733-3836). EY3774. EY3774.In addition, the published North Carolina positions EY3774.(NAD 83 (1986)) are NOT consistent with those determined in EY3774.adjacent state readjustments. The discontinuity between stations EY3774.located in North Carolina and those in adjacent states EY3774.which have been adjusted to the HARN may be as much as 5 EY3774.decimeters. This will result in a significant loss of accuracy EY3774.over lines crossing such state borders. EY3774 EY3774 EY3774.The horizontal coordinates were established by classical geodetic methods EY3774.and adjusted by the National Geodetic Survey in July 1986. EY3774 EY3774.The orthometric height was scaled from a topographic map. EY3774 EY3774.The Laplace correction was computed from DEFLEC99 derived deflections. EY3774 EY3774.The geoid height was determined by GEOID03. EY3774 EY3774; North East Units Scale Factor Converg. EY3774;SPC NC - 183,859.662 810,999.714 MT 0.99987537 +1 16 46.8 EY3774;SPC NC - 603,212.91 2,660,754.90 sFT 0.99987537 +1 16 46.8 EY3774;UTM 18 - 3,917,438.355 338,072.050 MT 0.99992314 -1 01 57.6 EY3774 EY3774! - Elev Factor x Scale Factor = Combined Factor EY3774!SPC NC - 1.00000573 x 0.99987537 = 0.99988110 EY3774!UTM 18 - 1.00000573 x 0.99992314 = 0.99992887 EY3774 EY3774: Primary Azimuth Mark Grid Az EY3774:SPC NC - MIXON 030 21 22.5 EY3774:UTM 18 - MIXON 032 40 06.9 EY3774 EY3774|---------------------------------------------------------------------| EY3774| PID Reference Object Distance Geod. Az | EY3774| dddmmss.s | EY3774| EY3779 RUMLEY MARSH LIGHT APPROX. 3.3 KM 0302300.0 | EY3774| EY3784 MIXON APPROX. 4.2 KM 0313809.3 | EY3774| EY5165 LEES CREEK 2 RM 25003 | EY3774| EY5297 OLD BLAZE 28033 | EY3774| EY3768 DURHAM CREEK LIGHT APPROX. 3.8 KM 2944054.9 | EY3774| EY3770 EASTERLY SAWMILL STACK APPROX. 5.5 KM 3512134.6 | EY3774| EY3760 BAYVIEW WATER TANK APPROX. 5.7 KM 3524642.6 | EY3774|---------------------------------------------------------------------| EY3774 EY3774 SUPERSEDED SURVEY CONTROL EY3774 EY3774 NAD 27 - 35 23 13.18700(N) 076 46 59.55600(W) AD( ) 3 EY3774 EY3774.Superseded values are not recommended for survey control. EY3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3774.See file dsdata.txt to determine how the superseded data were derived. EY3774 EY3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3807217438(NAD 83) EY3774_MARKER: DS = TRIANGULATION STATION DISK EY3774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3774_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3774 EY3774 HISTORY - Date Condition Report By EY3774 HISTORY - 1914 MONUMENTED CGS EY3774 HISTORY - 1933 MARK NOT FOUND CGS EY3774 HISTORY - 1949 GOOD CGS EY3774 EY3774 STATION DESCRIPTION EY3774 EY3774'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3774'STATION IS ON THE S SIDE OF PAMLICO RIVER, ABOUT 1/2 MILE E OF THE EY3774'MOUTH OF LEES CREEK, E OF A BIGHT WITH A SANDY BEACH WHICH HAS EY3774'BEEN CUT AWAY BY WAVE ACTION, ON A HARD MARSH POINT BACK OF WHICH EY3774'ARE SOME TALL PINES. EY3774' EY3774'A STANDARD REFERENCE MARK WAS PLACED ON TOP OF THE SAND BEACH EY3774'SECURE FROM ACTION OF THE WAVES. EY3774' EY3774'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3774'CONCRETE, IN THE TOPS OF TILES. EY3774' EY3774'THE REFERENCE MARK IS S 70 DEG 03 MIN W FROM THE STATION. EY3774'THE WATER TANK AT BAYSIDE IS N 08 DEG 11 MIN W. EY3774 EY3774 STATION RECOVERY (1933) EY3774 EY3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3774'PARTS OF A REFERENCE MARK WERE FOUND DESTROYED. THE STATION WAS EY3774'NOT FOUND. IT WAS PROBABLY DESTROYED, AS THE EVIDENCE OF WAVE EY3774'ACTION IS PLAIN. EY3774' EY3774'A NEW STATION, DURHAM, WAS ESTABLISHED IN THE VICINITY. EY3774 EY3774 STATION RECOVERY (1949) EY3774 EY3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3774'STATION RECOVERED IN GOOD CONDITION. THE REFERENCE MARK WAS EY3774'REPORTED DESTROYED IN THE 1933 RECOVERY NOTE. THE ORIGINAL EY3774'DESCRIPTION AND THE 1933 RECOVERY NOTE ARE INADEQUATE. A NEW EY3774'DESCRIPTION FOLLOWS-- EY3774' EY3774'STATION IS LOCATED ON THE S SIDE OF PAMLICO RIVER, ABOUT 1/2 MILE EY3774'E OF THE MOUTH OF LEES CREEK, ABOUT 200 FEET E OF A SAND BEACH. IT EY3774'IS IN THE WATER AND IS ABOUT 2 FEET N OFF A RECTANGULARLY-SHAPED, EY3774'REED-COVERED POINT. BACK OF THIS POINT IS A NARROW BAND OF TALL EY3774'PINES. EY3774' EY3774'STATION MARK IS A BRONZE STATION DISK, UNSTAMPED, SET IN THE EY3774'TOP OF A CONCRETE-FILLED 8-INCH TILE, BELL UP, AND PROJECTING 1 EY3774'FOOT 8 INCHES ABOVE THE GROUND. THE MONUMENT IS STILL SOLIDLY EY3774'EMBEDDED. EY3774' EY3774'DURHAM 1933 IS 34.74 METERS SW OF THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4284 *********************************************************************** EY4284 DESIGNATION - LEGGETT EY4284 PID - EY4284 EY4284 STATE/COUNTY- NC/BEAUFORT EY4284 USGS QUAD - WASHINGTON (1983) EY4284 EY4284 *CURRENT SURVEY CONTROL EY4284 ___________________________________________________________________ EY4284* NAD 83(1986)- 35 35 52.08519(N) 077 06 26.21163(W) ADJUSTED EY4284* NAVD 88 - 4.44 (+/-2cm) 14.6 (feet) VERTCON EY4284 ___________________________________________________________________ EY4284 LAPLACE CORR- -3.01 (seconds) DEFLEC99 EY4284 GEOID HEIGHT- -36.44 (meters) GEOID03 EY4284 EY4284 HORZ ORDER - SECOND EY4284 VERT ORDER - THIRD ? (See Below) EY4284 EY4284.The North Carolina HARNS have been completed but, EY4284.due to contractual restrictions, coordinates for these stations EY4284.will NOT be published in the near future. In the interim, the EY4284.published coordinates in North Carolina will not be EY4284.consistent with the Continuously Operating Reference Stations EY4284.(CORS). The HARN coordinates for these stations are available EY4284.upon request. Contact Gary Thompson(919-733-3836). EY4284. EY4284.In addition, the published North Carolina positions EY4284.(NAD 83 (1986)) are NOT consistent with those determined in EY4284.adjacent state readjustments. The discontinuity between stations EY4284.located in North Carolina and those in adjacent states EY4284.which have been adjusted to the HARN may be as much as 5 EY4284.decimeters. This will result in a significant loss of accuracy EY4284.over lines crossing such state borders. EY4284 EY4284 EY4284.The horizontal coordinates were established by classical geodetic methods EY4284.and adjusted by the National Geodetic Survey in October 1990. EY4284 EY4284.The NAVD 88 height was computed by applying the VERTCON shift value to EY4284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4284.The vertical order pertains to the NGVD 29 superseded value. EY4284 EY4284.The Laplace correction was computed from DEFLEC99 derived deflections. EY4284 EY4284.The geoid height was determined by GEOID03. EY4284 EY4284; North East Units Scale Factor Converg. EY4284;SPC NC - 206,613.096 781,088.931 MT 0.99989077 +1 05 32.7 EY4284;SPC NC - 677,863.13 2,562,622.60 sFT 0.99989077 +1 05 32.7 EY4284;UTM 18 - 3,941,384.233 309,102.099 MT 1.00004909 -1 13 37.2 EY4284 EY4284! - Elev Factor x Scale Factor = Combined Factor EY4284!SPC NC - 1.00000502 x 0.99989077 = 0.99989579 EY4284!UTM 18 - 1.00000502 x 1.00004909 = 1.00005411 EY4284 EY4284 SUPERSEDED SURVEY CONTROL EY4284 EY4284 NGVD 29 (10/26/90) 4.78 (m) 15.7 (f) LEVELING 3 EY4284 EY4284.Superseded values are not recommended for survey control. EY4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4284.See file dsdata.txt to determine how the superseded data were derived. EY4284 EY4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0910241384(NAD 83) EY4284_MARKER: DE = TRAVERSE STATION DISK EY4284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4284_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4284_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4284+STABILITY: SURFACE MOTION EY4284 EY4284 HISTORY - Date Condition Report By EY4284 HISTORY - 1979 MONUMENTED NCGS EY4284 EY4284 STATION DESCRIPTION EY4284 EY4284'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4284'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF LATHAM AND EY4284'4.4 MILES NORTHWEST OF WASHINGTON. EY4284' EY4284'TO REACH STATION FROM US 264 CROSSING OF THE PITT-BEAUFORT COUNTY EY4284'LINE AT TRANTERS CREEK, PROCEED EASTERLY ALONG US 264 FOR 1.95 MILES EY4284'TO SR 1431 AND STATION ON THE LEFT. EY4284' EY4284'STATION MARK IS A STANDARD DISK STAMPED---LEGGETT 1979---SET IN TOP EY4284'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH ROUND SURFACE. EY4284'THE MARK IS 38.5 FEET NORTHEAST OF CENTERLINE OF US 264, 27.1 FEET EY4284'WEST-NORTHWEST OF CENTERLINE OF SR 1431 AND 73.7 FEET NORTH-NORTHEAST EY4284'OF POST MARKING BURIED CABLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2127 *********************************************************************** EY2127 DESIGNATION - LET EY2127 PID - EY2127 EY2127 STATE/COUNTY- NC/BEAUFORT EY2127 USGS QUAD - WASHINGTON (1983) EY2127 EY2127 *CURRENT SURVEY CONTROL EY2127 ___________________________________________________________________ EY2127* NAD 83(1986)- 35 32 16.47560(N) 077 03 33.78932(W) ADJUSTED EY2127* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2127 ___________________________________________________________________ EY2127 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY2127 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2127 EY2127 HORZ ORDER - THIRD EY2127 EY2127.The North Carolina HARNS have been completed but, EY2127.due to contractual restrictions, coordinates for these stations EY2127.will NOT be published in the near future. In the interim, the EY2127.published coordinates in North Carolina will not be EY2127.consistent with the Continuously Operating Reference Stations EY2127.(CORS). The HARN coordinates for these stations are available EY2127.upon request. Contact Gary Thompson(919-733-3836). EY2127. EY2127.In addition, the published North Carolina positions EY2127.(NAD 83 (1986)) are NOT consistent with those determined in EY2127.adjacent state readjustments. The discontinuity between stations EY2127.located in North Carolina and those in adjacent states EY2127.which have been adjusted to the HARN may be as much as 5 EY2127.decimeters. This will result in a significant loss of accuracy EY2127.over lines crossing such state borders. EY2127 EY2127 EY2127.The horizontal coordinates were established by classical geodetic methods EY2127.and adjusted by the National Geodetic Survey in July 1986. EY2127 EY2127.The orthometric height was scaled from a topographic map. EY2127 EY2127.The Laplace correction was computed from DEFLEC99 derived deflections. EY2127 EY2127.The geoid height was determined by GEOID03. EY2127 EY2127; North East Units Scale Factor Converg. EY2127;SPC NC - 200,053.867 785,557.746 MT 0.99988502 +1 07 12.2 EY2127;SPC NC - 656,343.40 2,577,284.04 sFT 0.99988502 +1 07 12.2 EY2127;UTM 18 - 3,934,648.577 313,302.553 MT 1.00002955 -1 11 50.4 EY2127 EY2127! - Elev Factor x Scale Factor = Combined Factor EY2127!SPC NC - 1.00000580 x 0.99988502 = 0.99989082 EY2127!UTM 18 - 1.00000580 x 1.00002955 = 1.00003535 EY2127 EY2127: Primary Azimuth Mark Grid Az EY2127:SPC NC - HOWEL 331 29 37.5 EY2127:UTM 18 - HOWEL 333 48 40.1 EY2127 EY2127|---------------------------------------------------------------------| EY2127| PID Reference Object Distance Geod. Az | EY2127| dddmmss.s | EY2127| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 0.9 KM 0003518.2 | EY2127| EY2195 WASHINGTON METH CHURCH SPIRE APPROX. 0.8 KM 0080753.1 | EY2127| EY2196 WASHINGTON VENTILATOR 494.803 METERS 0254336.4 | EY2127| EY2103 CASTLE 371.356 METERS 08434 | EY2127| EY2163 TEMP 463.858 METERS 1564440.0 | EY2127| EY4557 LET RM 18.540 METERS 33227 | EY2127| EY2123 HOWEL 416.575 METERS 3323649.7 | EY2127|---------------------------------------------------------------------| EY2127 EY2127 SUPERSEDED SURVEY CONTROL EY2127 EY2127 NAD 27 - 35 32 15.89100(N) 077 03 34.96000(W) AD( ) 3 EY2127 EY2127.Superseded values are not recommended for survey control. EY2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2127.See file dsdata.txt to determine how the superseded data were derived. EY2127 EY2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1330334649(NAD 83) EY2127_MARKER: DS = TRIANGULATION STATION DISK EY2127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2127_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2127 EY2127 HISTORY - Date Condition Report By EY2127 HISTORY - 1935 MONUMENTED CGS EY2127 HISTORY - 1949 SEE DESCRIPTION CGS EY2127 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2127 EY2127 STATION DESCRIPTION EY2127 EY2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2127'STATION CAN BEST BE LOCATED BY REFERENCE TO REFERENCE MARK NO. 1 EY2127'WHICH IS ON A POINT OF LAND ABOUT MIDWAY BETWEEN THE S ABUTMENT EY2127'OF THE NORFOLK AND SOUTHERN RAILROAD BRIDGE, AND THE S ABUTMENT EY2127'OF THE HIGHWAY BRIDGE, ON A POINT OF SOLID LAND, 10 FEET S OF EY2127'THE WATER LINE. EY2127' EY2127'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2127'IN THE TOPS OF TILES. EY2127' EY2127'STATION MARK IS ON THE MARSHY POINT JUST E OF THE REFERENCE MARK. EY2127 EY2127 STATION RECOVERY (1949) EY2127 EY2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY2127'STATION DESTROYED. THE STATION AND REFERENCE MARK WERE EY2127'RECOVERED WITH THE TOP OF THE MONUMENTS BROKEN OFF AND THE DISKS EY2127'MISSING. EY2127 EY2127 STATION RECOVERY (2004) EY2127 EY2127'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2127'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4286 *********************************************************************** EY4286 DESIGNATION - LIGHT EY4286 PID - EY4286 EY4286 STATE/COUNTY- NC/BEAUFORT EY4286 USGS QUAD - WASHINGTON (1983) EY4286 EY4286 *CURRENT SURVEY CONTROL EY4286 ___________________________________________________________________ EY4286* NAD 83(1986)- 35 35 15.34264(N) 077 05 52.76467(W) ADJUSTED EY4286* NAVD 88 - 3.25 (+/-2cm) 10.7 (feet) VERTCON EY4286 ___________________________________________________________________ EY4286 LAPLACE CORR- -2.86 (seconds) DEFLEC99 EY4286 GEOID HEIGHT- -36.48 (meters) GEOID03 EY4286 EY4286 HORZ ORDER - SECOND EY4286 VERT ORDER - THIRD ? (See Below) EY4286 EY4286.The North Carolina HARNS have been completed but, EY4286.due to contractual restrictions, coordinates for these stations EY4286.will NOT be published in the near future. In the interim, the EY4286.published coordinates in North Carolina will not be EY4286.consistent with the Continuously Operating Reference Stations EY4286.(CORS). The HARN coordinates for these stations are available EY4286.upon request. Contact Gary Thompson(919-733-3836). EY4286. EY4286.In addition, the published North Carolina positions EY4286.(NAD 83 (1986)) are NOT consistent with those determined in EY4286.adjacent state readjustments. The discontinuity between stations EY4286.located in North Carolina and those in adjacent states EY4286.which have been adjusted to the HARN may be as much as 5 EY4286.decimeters. This will result in a significant loss of accuracy EY4286.over lines crossing such state borders. EY4286 EY4286 EY4286.The horizontal coordinates were established by classical geodetic methods EY4286.and adjusted by the National Geodetic Survey in October 1990. EY4286 EY4286.The NAVD 88 height was computed by applying the VERTCON shift value to EY4286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4286.The vertical order pertains to the NGVD 29 superseded value. EY4286 EY4286.The Laplace correction was computed from DEFLEC99 derived deflections. EY4286 EY4286.The geoid height was determined by GEOID03. EY4286 EY4286; North East Units Scale Factor Converg. EY4286;SPC NC - 205,497.117 781,952.306 MT 0.99988972 +1 05 52.0 EY4286;SPC NC - 674,201.79 2,565,455.19 sFT 0.99988972 +1 05 52.0 EY4286;UTM 18 - 3,940,234.049 309,919.735 MT 1.00004525 -1 13 16.6 EY4286 EY4286! - Elev Factor x Scale Factor = Combined Factor EY4286!SPC NC - 1.00000521 x 0.99988972 = 0.99989493 EY4286!UTM 18 - 1.00000521 x 1.00004525 = 1.00005046 EY4286 EY4286 SUPERSEDED SURVEY CONTROL EY4286 EY4286 NGVD 29 (10/26/90) 3.59 (m) 11.8 (f) LEVELING 3 EY4286 EY4286.Superseded values are not recommended for survey control. EY4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4286.See file dsdata.txt to determine how the superseded data were derived. EY4286 EY4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0992040234(NAD 83) EY4286_MARKER: DE = TRAVERSE STATION DISK EY4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4286_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4286_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4286+STABILITY: SURFACE MOTION EY4286 EY4286 HISTORY - Date Condition Report By EY4286 HISTORY - 1979 MONUMENTED NCGS EY4286 EY4286 STATION DESCRIPTION EY4286 EY4286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4286'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTHEAST OF LATHAM EY4286'AND 3.5 MILES NORTHWEST OF WASHINGTON. EY4286' EY4286'TO REACH STATION FROM US 264 CROSSING OF THE PITT-BEAUFORT COUNTY LINE EY4286'AT TRANTERS CREEK, PROCEED EASTERLY ALONG US 264 FOR 2.85 MILES TO EY4286'STATION ON THE RIGHT AT A PAVED DRIVEWAY TO LIGHT HOUSE INC. AND 0.35 EY4286'MILE NORTHWEST OF SR 1437. EY4286' EY4286'STATION MARK IS A STANDARD DISK STAMPED---LIGHT 1979---SET IN TOP OF EY4286'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY4286'THE MARK IS 24.4 FEET SOUTHWEST OF CENTERLINE OF US 264, 11.3 FEET EY4286'SOUTHEAST OF CENTERLINE OF DRIVEWAY, 9.8 FEET NORTH-NORTHEAST OF EY4286'SOUTHEAST END OF CULVERT, 55.7 FEET NORTH-NORTHEAST OF BRICK BASE OF EY4286'MINITURE LIGHTHOUSE AND 71.0 FEET NORTH OF TELEPHONE JUNCTION BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3820 *********************************************************************** EY3820 DESIGNATION - LIGHTNING EY3820 PID - EY3820 EY3820 STATE/COUNTY- NC/BEAUFORT EY3820 USGS QUAD - AURORA (1993) EY3820 EY3820 *CURRENT SURVEY CONTROL EY3820 ___________________________________________________________________ EY3820* NAD 83(1986)- 35 19 07.72358(N) 076 47 24.25240(W) ADJUSTED EY3820* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3820 ___________________________________________________________________ EY3820 LAPLACE CORR- -1.42 (seconds) DEFLEC99 EY3820 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3820 EY3820 HORZ ORDER - THIRD EY3820 EY3820.The North Carolina HARNS have been completed but, EY3820.due to contractual restrictions, coordinates for these stations EY3820.will NOT be published in the near future. In the interim, the EY3820.published coordinates in North Carolina will not be EY3820.consistent with the Continuously Operating Reference Stations EY3820.(CORS). The HARN coordinates for these stations are available EY3820.upon request. Contact Gary Thompson(919-733-3836). EY3820. EY3820.In addition, the published North Carolina positions EY3820.(NAD 83 (1986)) are NOT consistent with those determined in EY3820.adjacent state readjustments. The discontinuity between stations EY3820.located in North Carolina and those in adjacent states EY3820.which have been adjusted to the HARN may be as much as 5 EY3820.decimeters. This will result in a significant loss of accuracy EY3820.over lines crossing such state borders. EY3820 EY3820 EY3820.The horizontal coordinates were established by classical geodetic methods EY3820.and adjusted by the National Geodetic Survey in July 1986. EY3820 EY3820.The orthometric height was scaled from a topographic map. EY3820 EY3820.The Laplace correction was computed from DEFLEC99 derived deflections. EY3820 EY3820.The geoid height was determined by GEOID03. EY3820 EY3820; North East Units Scale Factor Converg. EY3820;SPC NC - 176,264.781 810,514.008 MT 0.99987327 +1 16 31.8 EY3820;SPC NC - 578,295.37 2,659,161.37 sFT 0.99987327 +1 16 31.8 EY3820;UTM 18 - 3,909,868.861 337,280.382 MT 0.99992631 -1 02 06.4 EY3820 EY3820! - Elev Factor x Scale Factor = Combined Factor EY3820!SPC NC - 1.00000574 x 0.99987327 = 0.99987901 EY3820!UTM 18 - 1.00000574 x 0.99992631 = 0.99993205 EY3820 EY3820: Primary Azimuth Mark Grid Az EY3820:SPC NC - ANDY 043 41 48.1 EY3820:UTM 18 - ANDY 046 00 26.3 EY3820 EY3820|---------------------------------------------------------------------| EY3820| PID Reference Object Distance Geod. Az | EY3820| dddmmss.s | EY3820| EY3788 ANDY APPROX. 0.7 KM 0445819.9 | EY3820| EY3810 GNEISS APPROX. 0.5 KM 1820150.9 | EY3820| EY5177 LIGHTNING RM 14.734 METERS 25152 | EY3820|---------------------------------------------------------------------| EY3820 EY3820 SUPERSEDED SURVEY CONTROL EY3820 EY3820 NAD 27 - 35 19 07.10600(N) 076 47 25.52400(W) AD( ) 3 EY3820 EY3820.Superseded values are not recommended for survey control. EY3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3820.See file dsdata.txt to determine how the superseded data were derived. EY3820 EY3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3728009869(NAD 83) EY3820_MARKER: DS = TRIANGULATION STATION DISK EY3820_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3820_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3820 EY3820 HISTORY - Date Condition Report By EY3820 HISTORY - 1935 MONUMENTED CGS EY3820 HISTORY - 1948 GOOD CGS EY3820 EY3820 STATION DESCRIPTION EY3820 EY3820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3820'STATION IS ON THE W SIDE OF SOUTH CREEK, APPROXIMATELY 1-1/4 EY3820'MILES NORTHERLY FROM HIGHWAY BRIDGE AT AURORA. STATION IS ON THE EY3820'SOUTHERN PART OF THE MOUTH OF WHITEHURST CREEK, ABOUT 200 METERS EY3820'S OF MOUTH OF CREEK IN VERY MARSHY LAND. FROM THE STATION SHORE EY3820'LINE IS 10 METERS E AND 12 METERS S. EY3820' EY3820'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3820'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3820' EY3820'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE-FILLED EY3820'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3820 EY3820 STATION RECOVERY (1948) EY3820 EY3820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3820'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3820'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL EY3820'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3820'ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3821 *********************************************************************** EY3821 DESIGNATION - LIMIT EY3821 PID - EY3821 EY3821 STATE/COUNTY- NC/BEAUFORT EY3821 USGS QUAD - AURORA (1993) EY3821 EY3821 *CURRENT SURVEY CONTROL EY3821 ___________________________________________________________________ EY3821* NAD 83(1986)- 35 18 16.02349(N) 076 47 46.95671(W) ADJUSTED EY3821* NAVD 88 - 3.3 (meters) 11. (feet) VERTCON EY3821 ___________________________________________________________________ EY3821 LAPLACE CORR- -1.52 (seconds) DEFLEC99 EY3821 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3821 EY3821 HORZ ORDER - SECOND EY3821 EY3821.The North Carolina HARNS have been completed but, EY3821.due to contractual restrictions, coordinates for these stations EY3821.will NOT be published in the near future. In the interim, the EY3821.published coordinates in North Carolina will not be EY3821.consistent with the Continuously Operating Reference Stations EY3821.(CORS). The HARN coordinates for these stations are available EY3821.upon request. Contact Gary Thompson(919-733-3836). EY3821. EY3821.In addition, the published North Carolina positions EY3821.(NAD 83 (1986)) are NOT consistent with those determined in EY3821.adjacent state readjustments. The discontinuity between stations EY3821.located in North Carolina and those in adjacent states EY3821.which have been adjusted to the HARN may be as much as 5 EY3821.decimeters. This will result in a significant loss of accuracy EY3821.over lines crossing such state borders. EY3821 EY3821 EY3821.The horizontal coordinates were established by classical geodetic methods EY3821.and adjusted by the National Geodetic Survey in July 1986. EY3821 EY3821.The NAVD 88 height was computed by applying the VERTCON shift value to EY3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3821 EY3821.The Laplace correction was computed from DEFLEC99 derived deflections. EY3821 EY3821.The geoid height was determined by GEOID03. EY3821 EY3821; North East Units Scale Factor Converg. EY3821;SPC NC - 174,659.315 809,976.094 MT 0.99987301 +1 16 18.7 EY3821;SPC NC - 573,028.10 2,657,396.57 sFT 0.99987301 +1 16 18.7 EY3821;UTM 18 - 3,908,286.299 336,678.150 MT 0.99992873 -1 02 18.2 EY3821 EY3821! - Elev Factor x Scale Factor = Combined Factor EY3821!SPC NC - 1.00000533 x 0.99987301 = 0.99987834 EY3821!UTM 18 - 1.00000533 x 0.99992873 = 0.99993406 EY3821 EY3821: Primary Azimuth Mark Grid Az EY3821:SPC NC - RULANE 178 16 08.8 EY3821:UTM 18 - RULANE 180 34 45.7 EY3821 EY3821|---------------------------------------------------------------------| EY3821| PID Reference Object Distance Geod. Az | EY3821| dddmmss.s | EY3821| EY3835 RULANE 432.834 METERS 1793227.5 | EY3821| EY3842 SNOW 239.061 METERS 27527 | EY3821|---------------------------------------------------------------------| EY3821 EY3821 SUPERSEDED SURVEY CONTROL EY3821 EY3821 NAD 27 - 35 18 15.39830(N) 076 47 48.21984(W) AD( ) 2 EY3821 NGVD 29 (07/19/86) 3.6 (m) 12. (f) VERT ANG EY3821 EY3821.Superseded values are not recommended for survey control. EY3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3821.See file dsdata.txt to determine how the superseded data were derived. EY3821 EY3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3667808286(NAD 83) EY3821_MARKER: DE = TRAVERSE STATION DISK EY3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3821_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3821+STABILITY: SURFACE MOTION EY3821 EY3821 HISTORY - Date Condition Report By EY3821 HISTORY - 1966 MONUMENTED NCGS EY3821 HISTORY - 19830101 MARK NOT FOUND NCGS EY3821 EY3821 STATION DESCRIPTION EY3821 EY3821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3821'LIMIT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3821'THE VICINITY OF AURORA, NORTH CAROLINA. EY3821' EY3821'LIMIT IS 0.2 MILES SW OF AURORA. LOCATED 0.15 MILES E ALONG EY3821'SR 1965 FROM T INTERSECTION OF SR 1940 AND SR 1965. 0.4 MILES W OF EY3821'SR 1925. AND ON S SIDE OF SR 1965. EY3821' EY3821'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3821'LIMIT 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3821'IS FLUSH WITH THE SURFACE OF THE GROUND. EY3821' EY3821'MARK IS EY3821' EY3821'29.4 FT S OF C/L OF SR 1965 EY3821' EY3821'20.6 FT S OF YELLOW ARROW PAINTED ON SR 1965 EY3821' EY3821'20.1 FT SW OF PP WITH ALUMINUM REF. TAG EY3821' EY3821'4.7 FT S OF GUY WIRE EYE IN GROUND EY3821' EY3821'30.2 FT NE OF NE CORNER OF GREEN HOUSE EY3821' EY3821'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3821 EY3821 STATION RECOVERY (1983) EY3821 EY3821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3821'SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9125 *********************************************************************** AF9125 DESIGNATION - LINK AF9125 PID - AF9125 AF9125 STATE/COUNTY- NC/BEAUFORT AF9125 USGS QUAD - HOKE (1978) AF9125 AF9125 *CURRENT SURVEY CONTROL AF9125 ___________________________________________________________________ AF9125* NAD 83(1986)- 35 37 55.20174(N) 076 48 20.88102(W) ADJUSTED AF9125* NAVD 88 - 11.3 (meters) 37. (feet) VERT ANG AF9125 ___________________________________________________________________ AF9125 LAPLACE CORR- -2.23 (seconds) DEFLEC99 AF9125 GEOID HEIGHT- -36.81 (meters) GEOID03 AF9125 AF9125 HORZ ORDER - SECOND AF9125 AF9125.The North Carolina HARNS have been completed but, AF9125.due to contractual restrictions, coordinates for these stations AF9125.will NOT be published in the near future. In the interim, the AF9125.published coordinates in North Carolina will not be AF9125.consistent with the Continuously Operating Reference Stations AF9125.(CORS). The HARN coordinates for these stations are available AF9125.upon request. Contact Gary Thompson(919-733-3836). AF9125. AF9125.In addition, the published North Carolina positions AF9125.(NAD 83 (1986)) are NOT consistent with those determined in AF9125.adjacent state readjustments. The discontinuity between stations AF9125.located in North Carolina and those in adjacent states AF9125.which have been adjusted to the HARN may be as much as 5 AF9125.decimeters. This will result in a significant loss of accuracy AF9125.over lines crossing such state borders. AF9125 AF9125 AF9125.The horizontal coordinates were established by classical geodetic methods AF9125.and adjusted by the National Geodetic Survey in July 1998. AF9125 AF9125.The orthometric height was determined by vertical angle observations. AF9125 AF9125.The Laplace correction was computed from DEFLEC99 derived deflections. AF9125 AF9125.The geoid height was determined by GEOID03. AF9125 AF9125; North East Units Scale Factor Converg. AF9125;SPC NC - 210,968.485 808,316.261 MT 0.99989455 +1 15 59.1 AF9125;SPC NC - 692,152.44 2,651,950.93 sFT 0.99989455 +1 15 59.1 AF9125;UTM 18 - 3,944,634.626 336,485.973 MT 0.99992948 -1 03 08.1 AF9125 AF9125! - Elev Factor x Scale Factor = Combined Factor AF9125!SPC NC - 1.00000401 x 0.99989455 = 0.99989856 AF9125!UTM 18 - 1.00000401 x 0.99992948 = 0.99993349 AF9125 AF9125 SUPERSEDED SURVEY CONTROL AF9125 AF9125.No superseded survey control is available for this station. AF9125 AF9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3648644635(NAD 83) AF9125_MARKER: DE = TRAVERSE STATION DISK AF9125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9125_STAMPING: LINK 1983 AF9125_MARK LOGO: NCGS AF9125_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9125+STABILITY: SURFACE MOTION AF9125 AF9125 HISTORY - Date Condition Report By AF9125 HISTORY - 1983 MONUMENTED NCGS AF9125 AF9125 STATION DESCRIPTION AF9125 AF9125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9125'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) EAST-NORTHEAST OF PINETOWN AF9125'AND 24.5 KM (15.20 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR AF9125'18.5 KM (11.50 MI) NORTH FROM US 264, OR 9.2 KM (5.70 MI) SOUTH FROM AF9125'THE COUNTY LINE, IN THE RIGHT SHOULDER, NEAR THE ENTRANCE TO A LOGGING AF9125'ROAD NAMED LINK ROAD. MARK IS RECESSED 4 INCHES BELOW GROUND. AF9125'LOCATED 4.7 M (15.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AF9125'12.8 M (42.0 FT) NORTH OF THE NORTHEAST END OF A DRIVEWAY CULVERT ON AF9125'THE EAST SIDE OF NC 32, 20.6 M (67.6 FT) SOUTH OF THE SOUTHWEST END OF AF9125'A CULVERT UNDER LINK ROAD--AND 21.3 M (69.9 FT) NORTH OF A POWER POLE, AF9125'21.2 M (69.6 FT) EAST OF A 20-INCH OAK IN A CLUSTER--BOTH WITH AF9125'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2129 *********************************************************************** EY2129 DESIGNATION - LION EY2129 PID - EY2129 EY2129 STATE/COUNTY- NC/BEAUFORT EY2129 USGS QUAD - WASHINGTON (1983) EY2129 EY2129 *CURRENT SURVEY CONTROL EY2129 ___________________________________________________________________ EY2129* NAD 83(1986)- 35 30 33.50150(N) 077 00 31.78223(W) ADJUSTED EY2129* NAVD 88 - 2. (meters) 7. (feet) SCALED EY2129 ___________________________________________________________________ EY2129 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2129 GEOID HEIGHT- -36.73 (meters) GEOID03 EY2129 EY2129 HORZ ORDER - THIRD EY2129 EY2129.The North Carolina HARNS have been completed but, EY2129.due to contractual restrictions, coordinates for these stations EY2129.will NOT be published in the near future. In the interim, the EY2129.published coordinates in North Carolina will not be EY2129.consistent with the Continuously Operating Reference Stations EY2129.(CORS). The HARN coordinates for these stations are available EY2129.upon request. Contact Gary Thompson(919-733-3836). EY2129. EY2129.In addition, the published North Carolina positions EY2129.(NAD 83 (1986)) are NOT consistent with those determined in EY2129.adjacent state readjustments. The discontinuity between stations EY2129.located in North Carolina and those in adjacent states EY2129.which have been adjusted to the HARN may be as much as 5 EY2129.decimeters. This will result in a significant loss of accuracy EY2129.over lines crossing such state borders. EY2129 EY2129 EY2129.The horizontal coordinates were established by classical geodetic methods EY2129.and adjusted by the National Geodetic Survey in July 1986. EY2129 EY2129.The orthometric height was scaled from a topographic map. EY2129 EY2129.The Laplace correction was computed from DEFLEC99 derived deflections. EY2129 EY2129.The geoid height was determined by GEOID03. EY2129 EY2129; North East Units Scale Factor Converg. EY2129;SPC NC - 196,972.045 790,204.862 MT 0.99988266 +1 08 57.3 EY2129;SPC NC - 646,232.45 2,592,530.45 sFT 0.99988266 +1 08 57.3 EY2129;UTM 18 - 3,931,380.966 317,821.896 MT 1.00000901 -1 10 01.6 EY2129 EY2129! - Elev Factor x Scale Factor = Combined Factor EY2129!SPC NC - 1.00000550 x 0.99988266 = 0.99988816 EY2129!UTM 18 - 1.00000550 x 1.00000901 = 1.00001451 EY2129 EY2129: Primary Azimuth Mark Grid Az EY2129:SPC NC - ENGIN 262 32 09.3 EY2129:UTM 18 - ENGIN 264 51 08.2 EY2129 EY2129|---------------------------------------------------------------------| EY2129| PID Reference Object Distance Geod. Az | EY2129| dddmmss.s | EY2129| EY4561 LION RM 1 22.680 METERS 00019 | EY2129| EY2199 PAVILLION RM 19.435 METERS 00645 | EY2129| EY4562 LION RM 2 31.680 METERS 08217 | EY2129| EY2134 MC WILLIAMS POINT SHOAL LIGHT APPROX. 1.1 KM 2613620.0 | EY2129| EY2112 ENGIN APPROX. 1.5 KM 2634106.6 | EY2129|---------------------------------------------------------------------| EY2129 EY2129 SUPERSEDED SURVEY CONTROL EY2129 EY2129 NAD 27 - 35 30 32.91300(N) 077 00 32.96200(W) AD( ) 3 EY2129 EY2129.Superseded values are not recommended for survey control. EY2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2129.See file dsdata.txt to determine how the superseded data were derived. EY2129 EY2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1782231381(NAD 83) EY2129_MARKER: DS = TRIANGULATION STATION DISK EY2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2129_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2129_STAMPING: LION 1933 EY2129_MARK LOGO: CGS EY2129_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2129+STABILITY: SURFACE MOTION EY2129 EY2129 HISTORY - Date Condition Report By EY2129 HISTORY - 1933 MONUMENTED CGS EY2129 HISTORY - 1948 GOOD CGS EY2129 HISTORY - 1967 GOOD USE EY2129 HISTORY - 1976 GOOD USE EY2129 HISTORY - 19890729 MARK NOT FOUND USPSQD EY2129 HISTORY - 19970204 SEE DESCRIPTION NCGS EY2129 EY2129 STATION DESCRIPTION EY2129 EY2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2129'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY POINT EY2129'BELOW MC WILLIAMS POINT BEACON, BETWEEN THE SHORE AND A CAMP EY2129'RESIDENCE. THE STATION MARK IS ABOUT 14 METERS FROM THE PRESENT EY2129'SHORE LINE. EY2129' EY2129'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY2129'IN THE TOPS OF TILES. EY2129' EY2129'REFERENCE MARK NO.1 IS NEAR THE W END OF THE CAMP RESIDENCE. THE EY2129'OLD REFERENCE MARK FOR PAVILLION IS ALSO IN THIS VICINITY. EY2129' EY2129'REFERENCE MARK NO.2 IS NE OF THE CAMP RESIDENCE. EY2129' EY2129'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS. EY2129 EY2129 STATION RECOVERY (1948) EY2129 EY2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2129'STATION, R.M. 1, AND OLD R.M. (PAVILLION) WERE RECOVERED IN GOOD EY2129'CONDITION. DISTANCE TO REFERENCE MARKS WERE MEASURED AND FOUND EY2129'TO BE CORRECT. R.M. 2 WAS DESTROYED DURING THE CONSTRUCTION OF EY2129'A HOUSE. ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION EY2129'FOLLOWS-- EY2129' EY2129'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY POINT EY2129'BELOW MC WILLIAMS POINT BEACON, BETWEEN THE SHORE AND THE CAMP EY2129'RESIDENCE OF MRS. TOM BLOUNT. IT IS 26.15 METERS SW OF THE SW EY2129'CORNER OF THE FIREPLACE CHIMNEY ON THE COLEY TANKARD HOUSE, 30.9 EY2129'METERS SW OF THE NW CORNER OF THE HOUSE, AND 4.5 METERS S OF AN EY2129'OLD TRIANGULAR BLAZE ON A 30-INCH PINE. ON RANGE WITH MC EY2129'WILLIAMS POINT LIGHT THE MEAN HIGH-WATER LINE IS 12 METERS FROM EY2129'THE STATION AND ON RANGE WITH FORK POINT ISLAND THE MEAN EY2129'HIGH-WATER LINE IS 16 METERS. EY2129' EY2129'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE IN EY2129'THE TOPS OF TILES. EY2129' EY2129'STATION MARK IS STAMPED LION 1933 AND PROJECTS 6 INCHES ABOVE EY2129'THE GROUND. EY2129' EY2129'R.M. 1 IS JUST W OF THE CAMP RESIDENCE, IS STAMPED NO 1 1933, EY2129'AND PROJECTS 14 INCHES ABOVE THE GROUND. EY2129' EY2129'OLD R.M. (PAVILLION) IS JUST W OF THE CAMP RESIDENCE, IS NOT EY2129'STAMPED AND PROJECTS 3 INCHES ABOVE THE GROUND. EY2129' EY2129'TO REACH FROM THE POST OFFICE IN WASHINGTON, N.C., SET EY2129'SPEEDOMETER AT 0.0. PROCEED S ON MARKET STREET TO 0.1 MILE AND EY2129'TURN LEFT ON EAST MAINE STREET, AT 1.1 MILES CROSS CONCRETE BRIDGE EY2129'OVER RUNYAN CREEK AND CONTINUE ON PAVED RIVER ROAD. AT 3.9 MILES EY2129'TURN RIGHT ON DIRT ROAD LEADING TO EDGE WATER. AT 4.3 MILES TURN EY2129'RIGHT ON ROAD BACK OF CABINS AND PROCEED TO MRS. TOM BLOUNTS EY2129'CAMP RESIDENCE, SPEEDOMETER READING 4.4 MILES. EY2129 EY2129 STATION RECOVERY (1967) EY2129 EY2129'RECOVERY NOTE BY US ENGINEERS 1967 EY2129'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY2129'LION 1933 SET IN A CONCRETE FILLED TILE. EY2129' EY2129'IT IS 63 FT SW OF THE SW CORNER OF THE FIREPLACE CHIMNEY ON EY2129'THE COLEY TANKARD HOUSE AND 4 FT E OF THE SHORE LINE. EY2129' EY2129'TO REACH FROM POST OFFICE IN WASHINGTON, N.C. PROCEED S ON EY2129'MARKET STREET 0.1 MILE, TURN LEFT ON EAST MAINE STREET, AT 1.1 EY2129'MILE CROSS CONCRETE BRIDGE OVER RUNYAN CREEK AND CONTINUE ON PAVED EY2129'RIVER ROAD. AT 3.9 MILES TURN RIGHT ON DIRT ROAD LEADING TO EY2129'WATERS EDGE. AT 4.3 MILES TURN RIGHT ON ROAD BACK OF CABINS EY2129'AND PROCEED TO MRS. TOM BLOUNTS CAMP RESIDENCE. EY2129 EY2129 STATION RECOVERY (1976) EY2129 EY2129'RECOVERY NOTE BY US ENGINEERS 1976 (GRN) EY2129'LION 1933 FOUND FAIR DESCRIPTION ADEQUATE. EY2129 EY2129 STATION RECOVERY (1989) EY2129 EY2129'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2129'MARK NOT FOUND. EY2129 EY2129 STATION RECOVERY (1997) EY2129 EY2129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY2129'MARK NOT FOUND AND MAY BE LOST TO EROSION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3527 *********************************************************************** EY3527 DESIGNATION - LITCHFIELD EY3527 PID - EY3527 EY3527 STATE/COUNTY- NC/BEAUFORT EY3527 USGS QUAD - SOUTH CREEK (1993) EY3527 EY3527 *CURRENT SURVEY CONTROL EY3527 ___________________________________________________________________ EY3527* NAD 83(1986)- 35 21 25.06519(N) 076 43 23.87068(W) ADJUSTED EY3527* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3527 ___________________________________________________________________ EY3527 LAPLACE CORR- -0.86 (seconds) DEFLEC99 EY3527 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3527 EY3527 HORZ ORDER - THIRD EY3527 EY3527.The North Carolina HARNS have been completed but, EY3527.due to contractual restrictions, coordinates for these stations EY3527.will NOT be published in the near future. In the interim, the EY3527.published coordinates in North Carolina will not be EY3527.consistent with the Continuously Operating Reference Stations EY3527.(CORS). The HARN coordinates for these stations are available EY3527.upon request. Contact Gary Thompson(919-733-3836). EY3527. EY3527.In addition, the published North Carolina positions EY3527.(NAD 83 (1986)) are NOT consistent with those determined in EY3527.adjacent state readjustments. The discontinuity between stations EY3527.located in North Carolina and those in adjacent states EY3527.which have been adjusted to the HARN may be as much as 5 EY3527.decimeters. This will result in a significant loss of accuracy EY3527.over lines crossing such state borders. EY3527 EY3527 EY3527.The horizontal coordinates were established by classical geodetic methods EY3527.and adjusted by the National Geodetic Survey in July 1986. EY3527 EY3527.The orthometric height was scaled from a topographic map. EY3527 EY3527.The Laplace correction was computed from DEFLEC99 derived deflections. EY3527 EY3527.The geoid height was determined by GEOID03. EY3527 EY3527; North East Units Scale Factor Converg. EY3527;SPC NC - 180,632.986 816,486.456 MT 0.99987427 +1 18 50.6 EY3527;SPC NC - 592,626.72 2,678,755.98 sFT 0.99987427 +1 18 50.6 EY3527;UTM 18 - 3,913,992.843 343,424.366 MT 0.99990213 -0 59 50.7 EY3527 EY3527! - Elev Factor x Scale Factor = Combined Factor EY3527!SPC NC - 1.00000590 x 0.99987427 = 0.99988016 EY3527!UTM 18 - 1.00000590 x 0.99990213 = 0.99990802 EY3527 EY3527: Primary Azimuth Mark Grid Az EY3527:SPC NC - GRASS 076 02 13.1 EY3527:UTM 18 - GRASS 078 20 54.4 EY3527 EY3527|---------------------------------------------------------------------| EY3527| PID Reference Object Distance Geod. Az | EY3527| dddmmss.s | EY3527| EY5178 LITCHFIELD RM 15.832 METERS 01339 | EY3527| EY3518 GRASS APPROX. 1.3 KM 0772103.7 | EY3527|---------------------------------------------------------------------| EY3527 EY3527 SUPERSEDED SURVEY CONTROL EY3527 EY3527 NAD 27 - 35 21 24.46500(N) 076 43 25.12200(W) AD( ) 3 EY3527 EY3527.Superseded values are not recommended for survey control. EY3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3527.See file dsdata.txt to determine how the superseded data were derived. EY3527 EY3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4342413993(NAD 83) EY3527_MARKER: DS = TRIANGULATION STATION DISK EY3527_SETTING: 0 = UNSPECIFIED SETTING EY3527 EY3527 HISTORY - Date Condition Report By EY3527 HISTORY - 1935 MONUMENTED CGS EY3527 HISTORY - 1948 SEE DESCRIPTION CGS EY3527 EY3527 STATION DESCRIPTION EY3527 EY3527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3527'THIS STATION IS ON THE N SIDE OF SOUTH CREEK APPROXIMATELY 3 EY3527'MILES FROM INDIAN SLUE BEACON ON A PROMINENT POINT. MAIN EY3527'PART OF POINT IS 50 METERS E OF STATION. SCHOONER CREEK IS EY3527'DIRECTLY S OF STATION ON OPPOSITE SHORE. FROM THE STATION EY3527'A DEAD PINE TREE, 28 INCHES IN DIAMETER IS 6 METERS S, SHORE EY3527'LINE 7 METERS S AND 5 METERS E. STATION IS IN FAST LAND. EY3527' EY3527'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3527'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3527' EY3527'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED 8- 30-INCH EY3527'TILE PROJECTING 6 INCHES ABOVE GROUND. EY3527 EY3527 STATION RECOVERY (1948) EY3527 EY3527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3527'STATION WAS FOUND LYING IN THE WATER. IT IS RECOMMENDED THAT EY3527'THIS STATION BE CLASSIFIED AS DESTROYED. THE REFERENCE MARK WAS EY3527'FOUND IN GOOD CONDITION. THE PUBLISHED DESCRIPTION IS EY3527'INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3527' EY3527'THE REFERENCE MARK IS ON THE N SIDE OF SOUTH CREEK, EY3527'APPROXIMATELY 3 MILES FROM INDIAN SLUE LIGHT, ON A PROMINENT EY3527'POINT ABOUT 400 METERS SW OF THE SW CORNER OF A FIELD EY3527'BELONGING TO HOYT PAUL. SCHOONER CREEK IS DIRECTLY S OF EY3527'REFERENCE MARK, ON OPPOSITE SHORE. REFERENCE MARK IS ON EY3527'FAST LAND, ON A WOODED FINGER EXTENDING TO THE WATERS EDGE, EY3527'BETWEEN THE MARSH ON THE POINT AND A SMALL FINGER OF MARSH EY3527'ON THE W SIDE OF THE WOODS, AND 4.0 METERS N OF MEAN EY3527'HIGH-WATER LINE. IT IS A BRONZE REFERENCE DISK SET IN THE EY3527'TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES EY3527'ABOVE GROUND. DISK IS STAMPED LITCHFIELD 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3775 *********************************************************************** EY3775 DESIGNATION - LITTLE EY3775 PID - EY3775 EY3775 STATE/COUNTY- NC/BEAUFORT EY3775 USGS QUAD - BATH (1993) EY3775 EY3775 *CURRENT SURVEY CONTROL EY3775 ___________________________________________________________________ EY3775* NAD 83(1986)- 35 26 25.45876(N) 076 48 19.21921(W) ADJUSTED EY3775* NAVD 88 - 2.9 (meters) 10. (feet) VERTCON EY3775 ___________________________________________________________________ EY3775 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY3775 GEOID HEIGHT- -37.10 (meters) GEOID03 EY3775 EY3775 HORZ ORDER - SECOND EY3775 EY3775.The North Carolina HARNS have been completed but, EY3775.due to contractual restrictions, coordinates for these stations EY3775.will NOT be published in the near future. In the interim, the EY3775.published coordinates in North Carolina will not be EY3775.consistent with the Continuously Operating Reference Stations EY3775.(CORS). The HARN coordinates for these stations are available EY3775.upon request. Contact Gary Thompson(919-733-3836). EY3775. EY3775.In addition, the published North Carolina positions EY3775.(NAD 83 (1986)) are NOT consistent with those determined in EY3775.adjacent state readjustments. The discontinuity between stations EY3775.located in North Carolina and those in adjacent states EY3775.which have been adjusted to the HARN may be as much as 5 EY3775.decimeters. This will result in a significant loss of accuracy EY3775.over lines crossing such state borders. EY3775 EY3775 EY3775.The horizontal coordinates were established by classical geodetic methods EY3775.and adjusted by the National Geodetic Survey in July 1986. EY3775 EY3775.The NAVD 88 height was computed by applying the VERTCON shift value to EY3775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3775 EY3775.The Laplace correction was computed from DEFLEC99 derived deflections. EY3775 EY3775.The geoid height was determined by GEOID03. EY3775 EY3775; North East Units Scale Factor Converg. EY3775;SPC NC - 189,719.463 808,827.930 MT 0.99987799 +1 16 00.1 EY3775;SPC NC - 622,437.94 2,653,629.63 sFT 0.99987799 +1 16 00.1 EY3775;UTM 18 - 3,923,381.333 336,138.436 MT 0.99993090 -1 02 49.4 EY3775 EY3775! - Elev Factor x Scale Factor = Combined Factor EY3775!SPC NC - 1.00000537 x 0.99987799 = 0.99988336 EY3775!UTM 18 - 1.00000537 x 0.99993090 = 0.99993627 EY3775 EY3775: Primary Azimuth Mark Grid Az EY3775:SPC NC - MAX 115 18 21.3 EY3775:UTM 18 - MAX 117 37 10.8 EY3775 EY3775|---------------------------------------------------------------------| EY3775| PID Reference Object Distance Geod. Az | EY3775| dddmmss.s | EY3775| EY3776 MAX 498.991 METERS 1163421.4 | EY3775| EY3773 JET 272.387 METERS 28838 | EY3775|---------------------------------------------------------------------| EY3775 EY3775 SUPERSEDED SURVEY CONTROL EY3775 EY3775 NAD 27 - 35 26 24.86306(N) 076 48 20.44477(W) AD( ) 2 EY3775 NGVD 29 (07/19/86) 3.2 (m) 10. (f) VERT ANG EY3775 EY3775.Superseded values are not recommended for survey control. EY3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3775.See file dsdata.txt to determine how the superseded data were derived. EY3775 EY3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3613823381(NAD 83) EY3775_MARKER: DE = TRAVERSE STATION DISK EY3775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3775_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3775_STAMPING: LITTLE 1966 EY3775_MARK LOGO: NCGS EY3775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3775+STABILITY: SURFACE MOTION EY3775 EY3775 HISTORY - Date Condition Report By EY3775 HISTORY - 1966 MONUMENTED NCGS EY3775 EY3775 STATION DESCRIPTION EY3775 EY3775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3775'LITTLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3775'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3775' EY3775'LITTLE IS 0.85 MILES W OF BAYVIEW. LOCATED 0.85 MILES W ALONG EY3775'SR 1746 FROM PAVILION IN BAYVIEW. ON N SIDE OF SR 1746 ON N EY3775'ROAD BANK AT LARGE ELM TREE. ACROSS SR 1746 FROM THE LITTLES EY3775'COTTAGE AND 0.55 MILES W OF SR 1748. EY3775' EY3775'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3775'LITTLE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3775'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3775' EY3775'MARK IS EY3775' EY3775'23.3 FT N OF C/L OF SR 1746 EY3775' EY3775'11.6 FT SE OF 40 INCH PECAN WITH ALUMINUM REF. TAG EY3775' EY3775'56.4 FT NW OF FENCE POST AT LITTLES HOUSE WITH ALUMINUM REF. TAG EY3775' EY3775'14.0 FT NW OF SPEED SIGN WITH ALUMINUM REF. TAG EY3775' EY3775'77.5 FT NW OF NE CORNER OF LITTLES HOUSE EY3775' EY3775'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3822 *********************************************************************** EY3822 DESIGNATION - LLEWELLYN EY3822 PID - EY3822 EY3822 STATE/COUNTY- NC/BEAUFORT EY3822 USGS QUAD - AURORA (1993) EY3822 EY3822 *CURRENT SURVEY CONTROL EY3822 ___________________________________________________________________ EY3822* NAD 83(1986)- 35 19 30.10890(N) 076 46 16.06270(W) ADJUSTED EY3822* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3822 ___________________________________________________________________ EY3822 LAPLACE CORR- -1.15 (seconds) DEFLEC99 EY3822 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3822 EY3822 HORZ ORDER - THIRD EY3822 EY3822.The North Carolina HARNS have been completed but, EY3822.due to contractual restrictions, coordinates for these stations EY3822.will NOT be published in the near future. In the interim, the EY3822.published coordinates in North Carolina will not be EY3822.consistent with the Continuously Operating Reference Stations EY3822.(CORS). The HARN coordinates for these stations are available EY3822.upon request. Contact Gary Thompson(919-733-3836). EY3822. EY3822.In addition, the published North Carolina positions EY3822.(NAD 83 (1986)) are NOT consistent with those determined in EY3822.adjacent state readjustments. The discontinuity between stations EY3822.located in North Carolina and those in adjacent states EY3822.which have been adjusted to the HARN may be as much as 5 EY3822.decimeters. This will result in a significant loss of accuracy EY3822.over lines crossing such state borders. EY3822 EY3822 EY3822.The horizontal coordinates were established by classical geodetic methods EY3822.and adjusted by the National Geodetic Survey in July 1986. EY3822 EY3822.The orthometric height was scaled from a topographic map. EY3822 EY3822.The Laplace correction was computed from DEFLEC99 derived deflections. EY3822 EY3822.The geoid height was determined by GEOID03. EY3822 EY3822; North East Units Scale Factor Converg. EY3822;SPC NC - 176,992.902 812,220.282 MT 0.99987341 +1 17 11.2 EY3822;SPC NC - 580,684.21 2,664,759.38 sFT 0.99987341 +1 17 11.2 EY3822;UTM 18 - 3,910,527.628 339,014.711 MT 0.99991939 -1 01 27.5 EY3822 EY3822! - Elev Factor x Scale Factor = Combined Factor EY3822!SPC NC - 1.00000574 x 0.99987341 = 0.99987915 EY3822!UTM 18 - 1.00000574 x 0.99991939 = 0.99992513 EY3822 EY3822: Primary Azimuth Mark Grid Az EY3822:SPC NC - BEAVER 134 32 11.0 EY3822:UTM 18 - BEAVER 136 50 49.7 EY3822 EY3822|---------------------------------------------------------------------| EY3822| PID Reference Object Distance Geod. Az | EY3822| dddmmss.s | EY3822| EY3828 NO 1 244.779 METERS 11201 | EY3822| EY3796 BEAVER APPROX. 1.0 KM 1354922.2 | EY3822| EY3829 NO 2 APPROX. 0.6 KM 2504858.7 | EY3822| EY5181 LLEWELLYN RM 16.013 METERS 35306 | EY3822|---------------------------------------------------------------------| EY3822 EY3822 SUPERSEDED SURVEY CONTROL EY3822 EY3822 NAD 27 - 35 19 29.49500(N) 076 46 17.32800(W) AD( ) 3 EY3822 EY3822.Superseded values are not recommended for survey control. EY3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3822.See file dsdata.txt to determine how the superseded data were derived. EY3822 EY3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3901510528(NAD 83) EY3822_MARKER: DS = TRIANGULATION STATION DISK EY3822_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3822_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3822 EY3822 HISTORY - Date Condition Report By EY3822 HISTORY - 1935 MONUMENTED CGS EY3822 HISTORY - 1948 GOOD CGS EY3822 EY3822 STATION DESCRIPTION EY3822 EY3822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3822'STATION IS ON THE N SIDE OF SOUTH CREEK ON THE EDGE OF THE FIRST EY3822'PINE GROVE W OF POINT KNOWN AS POINT OF MARSH. IT IS IN FAST EY3822'LAND, 3 FEET ABOVE WATER LINE AND 8 METERS FROM SHORE LINE. EY3822' EY3822'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3822'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3822' EY3822'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3822'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3822 EY3822 STATION RECOVERY (1948) EY3822 EY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3822'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3822'CONDITION. DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL EY3822'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3822'ADEQUATE EXCEPT THE DISTANCE TO MEAN HIGH-WATER LINE SHOULD BE EY3822'CHANGED FROM 8 METERS TO 4 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5891 *********************************************************************** AE5891 DESIGNATION - LOAN AE5891 PID - AE5891 AE5891 STATE/COUNTY- NC/BEAUFORT AE5891 USGS QUAD - HACKNEY (1983) AE5891 AE5891 *CURRENT SURVEY CONTROL AE5891 ___________________________________________________________________ AE5891* NAD 83(1986)- 35 26 11.45517(N) 077 02 39.89079(W) ADJUSTED AE5891* NAVD 88 - 9.506 (meters) 31.19 (feet) ADJUSTED AE5891 ___________________________________________________________________ AE5891 LAPLACE CORR- -1.88 (seconds) DEFLEC99 AE5891 GEOID HEIGHT- -36.76 (meters) GEOID03 AE5891 DYNAMIC HT - 9.498 (meters) 31.16 (feet) COMP AE5891 MODELED GRAV- 979,752.8 (mgal) NAVD 88 AE5891 AE5891 HORZ ORDER - SECOND AE5891 VERT ORDER - SECOND CLASS II AE5891 AE5891.The North Carolina HARNS have been completed but, AE5891.due to contractual restrictions, coordinates for these stations AE5891.will NOT be published in the near future. In the interim, the AE5891.published coordinates in North Carolina will not be AE5891.consistent with the Continuously Operating Reference Stations AE5891.(CORS). The HARN coordinates for these stations are available AE5891.upon request. Contact Gary Thompson(919-733-3836). AE5891. AE5891.In addition, the published North Carolina positions AE5891.(NAD 83 (1986)) are NOT consistent with those determined in AE5891.adjacent state readjustments. The discontinuity between stations AE5891.located in North Carolina and those in adjacent states AE5891.which have been adjusted to the HARN may be as much as 5 AE5891.decimeters. This will result in a significant loss of accuracy AE5891.over lines crossing such state borders. AE5891 AE5891 AE5891.The horizontal coordinates were established by classical geodetic methods AE5891.and adjusted by the National Geodetic Survey in April 1998. AE5891 AE5891.The orthometric height was determined by differential leveling AE5891.and adjusted by the National Geodetic Survey in June 1998. AE5891 AE5891.The Laplace correction was computed from DEFLEC99 derived deflections. AE5891 AE5891.The geoid height was determined by GEOID03. AE5891 AE5891.The dynamic height is computed by dividing the NAVD 88 AE5891.geopotential number by the normal gravity value computed on the AE5891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5891.degrees latitude (g = 980.6199 gals.). AE5891 AE5891.The modeled gravity was interpolated from observed gravity values. AE5891 AE5891; North East Units Scale Factor Converg. AE5891;SPC NC - 188,834.348 787,136.647 MT 0.99987777 +1 07 43.3 AE5891;SPC NC - 619,534.02 2,582,464.15 sFT 0.99987777 +1 07 43.3 AE5891;UTM 18 - 3,923,372.776 314,426.958 MT 1.00002440 -1 11 08.5 AE5891 AE5891! - Elev Factor x Scale Factor = Combined Factor AE5891!SPC NC - 1.00000428 x 0.99987777 = 0.99988205 AE5891!UTM 18 - 1.00000428 x 1.00002440 = 1.00002868 AE5891 AE5891 SUPERSEDED SURVEY CONTROL AE5891 AE5891 NGVD 29 (04/29/98) 9.83 (m) 32.3 (f) LEVELING 3 AE5891 AE5891.Superseded values are not recommended for survey control. AE5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5891.See file dsdata.txt to determine how the superseded data were derived. AE5891 AE5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1442723373(NAD 83) AE5891_MARKER: DH = HORIZONTAL CONTROL DISK AE5891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5891_STAMPING: LOAN 1983 AE5891_MARK LOGO: NCGS AE5891_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5891+STABILITY: SURFACE MOTION AE5891 AE5891 HISTORY - Date Condition Report By AE5891 HISTORY - 1983 MONUMENTED NCGS AE5891 AE5891 STATION DESCRIPTION AE5891 AE5891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5891'STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) SOUTH-SOUTHEAST OF AE5891'CHOCOWINITY, OR 10.8 KM (6.70 MI) NORTHWEST OF COXS CROSSROADS. ALONG AE5891'NC 33 FOR 10.5 KM (6.50 MI) SOUTHEAST FROM US 17, OR 1.1 KM (0.70 MI) AE5891'SOUTHEAST OF SR 1127. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED AE5891'4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 41.9 M AE5891'(137.5 FT) NORTHWEST OF THE WEST END OF A HIGHWAY CULVERT, 54.5 M AE5891'(178.8 FT) SOUTHEAST OF A TELEPHONE PEDESTAL--AND 21.76 M (71.39 FT) AE5891'NORTH OF AN 18-INCH OAK, 31.9 M (104.7 FT) NORTHWEST OF A POWER AE5891'POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3823 *********************************************************************** EY3823 DESIGNATION - LOG EY3823 PID - EY3823 EY3823 STATE/COUNTY- NC/BEAUFORT EY3823 USGS QUAD - AURORA (1993) EY3823 EY3823 *CURRENT SURVEY CONTROL EY3823 ___________________________________________________________________ EY3823* NAD 83(1986)- 35 17 10.76647(N) 076 47 17.92780(W) ADJUSTED EY3823* NAVD 88 - 1.759 (meters) 5.77 (feet) ADJUSTED EY3823 ___________________________________________________________________ EY3823 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3823 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3823 DYNAMIC HT - 1.758 (meters) 5.77 (feet) COMP EY3823 MODELED GRAV- 979,741.0 (mgal) NAVD 88 EY3823 EY3823 HORZ ORDER - SECOND EY3823 VERT ORDER - SECOND CLASS II EY3823 EY3823.The North Carolina HARNS have been completed but, EY3823.due to contractual restrictions, coordinates for these stations EY3823.will NOT be published in the near future. In the interim, the EY3823.published coordinates in North Carolina will not be EY3823.consistent with the Continuously Operating Reference Stations EY3823.(CORS). The HARN coordinates for these stations are available EY3823.upon request. Contact Gary Thompson(919-733-3836). EY3823. EY3823.In addition, the published North Carolina positions EY3823.(NAD 83 (1986)) are NOT consistent with those determined in EY3823.adjacent state readjustments. The discontinuity between stations EY3823.located in North Carolina and those in adjacent states EY3823.which have been adjusted to the HARN may be as much as 5 EY3823.decimeters. This will result in a significant loss of accuracy EY3823.over lines crossing such state borders. EY3823 EY3823 EY3823.The horizontal coordinates were established by classical geodetic methods EY3823.and adjusted by the National Geodetic Survey in July 1986. EY3823 EY3823.The orthometric height was determined by differential leveling EY3823.and adjusted by the National Geodetic Survey in June 1998. EY3823 EY3823.The Laplace correction was computed from DEFLEC99 derived deflections. EY3823 EY3823.The geoid height was determined by GEOID03. EY3823 EY3823.The dynamic height is computed by dividing the NAVD 88 EY3823.geopotential number by the normal gravity value computed on the EY3823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3823.degrees latitude (g = 980.6199 gals.). EY3823 EY3823.The modeled gravity was interpolated from observed gravity values. EY3823 EY3823; North East Units Scale Factor Converg. EY3823;SPC NC - 172,665.263 810,753.990 MT 0.99987277 +1 16 35.5 EY3823;SPC NC - 566,485.95 2,659,948.72 sFT 0.99987277 +1 16 35.5 EY3823;UTM 18 - 3,906,262.404 337,375.078 MT 0.99992593 -1 01 59.8 EY3823 EY3823! - Elev Factor x Scale Factor = Combined Factor EY3823!SPC NC - 1.00000557 x 0.99987277 = 0.99987834 EY3823!UTM 18 - 1.00000557 x 0.99992593 = 0.99993150 EY3823 EY3823: Primary Azimuth Mark Grid Az EY3823:SPC NC - ROYAL 199 41 14.6 EY3823:UTM 18 - ROYAL 201 59 49.9 EY3823 EY3823|---------------------------------------------------------------------| EY3823| PID Reference Object Distance Geod. Az | EY3823| dddmmss.s | EY3823| EY3834 ROYAL APPROX. 0.7 KM 2005750.1 | EY3823|---------------------------------------------------------------------| EY3823 EY3823 SUPERSEDED SURVEY CONTROL EY3823 EY3823 NAD 27 - 35 17 10.13838(N) 076 47 19.18988(W) AD( ) 2 EY3823 NGVD 29 (07/19/86) 2. (m) 7. (f) VERT ANG EY3823 EY3823.Superseded values are not recommended for survey control. EY3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3823.See file dsdata.txt to determine how the superseded data were derived. EY3823 EY3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3737506262(NAD 83) EY3823_MARKER: DE = TRAVERSE STATION DISK EY3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3823_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3823_STAMPING: LOG 1966 EY3823_MARK LOGO: NCGS EY3823_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3823+STABILITY: SURFACE MOTION EY3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3823+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996 EY3823 EY3823 HISTORY - Date Condition Report By EY3823 HISTORY - 1966 MONUMENTED NCGS EY3823 HISTORY - 19960430 GOOD NCGS EY3823 EY3823 STATION DESCRIPTION EY3823 EY3823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3823'LOG IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3823'THE VICINITY OF AURORA, NORTH CAROLINA. EY3823' EY3823'LOG IS 1.25 MILES S OF AURORA. LOCATED 1.0 MILE S ALONG SR 1925 EY3823'FROM NC 33. 0.45 MILES FROM SR 1923. 0.1 MILE N OF BRIDGE ON EY3823'SR 1925 AND ON E ROAD BANK OF SR 1925. EY3823' EY3823'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3823'LOG 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3823'IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EY3823' EY3823'MARK IS EY3823' EY3823'27.0 FT E OF C/L OF SR 1925 EY3823' EY3823'18.6 FT E OF YELLOW ARROW PAINTED ON SR 1925 EY3823' EY3823'12.3 FT S OF 7 INCH PINE WITH ALUMINUM REF. TAG EY3823' EY3823'7.5 FT W OF 3 INCH PINE WITH ALUMINUM REF. TAG EY3823' EY3823'10.3 FT NW OF 3 INCH PINE WITH ALUMINUM REF. TAG EY3823' EY3823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3823 EY3823 STATION RECOVERY (1996) EY3823 EY3823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY3823'RECOVERED AS DESCRIBED. MARK IS FLUSH WITH GROUND AND LEVEL WITH SR EY3823'1925. LOCATED 26.7 FT (8.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR EY3823'1925, 177.8 FT (54.2 M) NORTHEAST OF A TELEPHONE JUNCTION BOX ACROSS EY3823'THE ROAD--AND 11.6 FT (3.5 M) SOUTH-SOUTHWEST OF A 15-INCH PINE, 8.9 EY3823'FT (2.7 M) NORTH-NORTHWEST OF A 12-INCH PINE--BOTH WITH REFERENCE EY3823'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2131 *********************************************************************** EY2131 DESIGNATION - LONE EY2131 PID - EY2131 EY2131 STATE/COUNTY- NC/BEAUFORT EY2131 USGS QUAD - WASHINGTON (1983) EY2131 EY2131 *CURRENT SURVEY CONTROL EY2131 ___________________________________________________________________ EY2131* NAD 83(1986)- 35 30 28.56928(N) 077 02 31.06896(W) ADJUSTED EY2131* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2131 ___________________________________________________________________ EY2131 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2131 GEOID HEIGHT- -36.69 (meters) GEOID03 EY2131 EY2131 HORZ ORDER - THIRD EY2131 EY2131.The North Carolina HARNS have been completed but, EY2131.due to contractual restrictions, coordinates for these stations EY2131.will NOT be published in the near future. In the interim, the EY2131.published coordinates in North Carolina will not be EY2131.consistent with the Continuously Operating Reference Stations EY2131.(CORS). The HARN coordinates for these stations are available EY2131.upon request. Contact Gary Thompson(919-733-3836). EY2131. EY2131.In addition, the published North Carolina positions EY2131.(NAD 83 (1986)) are NOT consistent with those determined in EY2131.adjacent state readjustments. The discontinuity between stations EY2131.located in North Carolina and those in adjacent states EY2131.which have been adjusted to the HARN may be as much as 5 EY2131.decimeters. This will result in a significant loss of accuracy EY2131.over lines crossing such state borders. EY2131 EY2131 EY2131.The horizontal coordinates were established by classical geodetic methods EY2131.and adjusted by the National Geodetic Survey in July 1986. EY2131 EY2131.The orthometric height was scaled from a topographic map. EY2131 EY2131.The Laplace correction was computed from DEFLEC99 derived deflections. EY2131 EY2131.The geoid height was determined by GEOID03. EY2131 EY2131; North East Units Scale Factor Converg. EY2131;SPC NC - 196,760.302 787,202.817 MT 0.99988255 +1 07 48.4 EY2131;SPC NC - 645,537.76 2,582,681.24 sFT 0.99988255 +1 07 48.4 EY2131;UTM 18 - 3,931,290.721 314,813.345 MT 1.00002263 -1 11 10.8 EY2131 EY2131! - Elev Factor x Scale Factor = Combined Factor EY2131!SPC NC - 1.00000565 x 0.99988255 = 0.99988820 EY2131!UTM 18 - 1.00000565 x 1.00002263 = 1.00002828 EY2131 EY2131: Primary Azimuth Mark Grid Az EY2131:SPC NC - MAY 121 07 31.7 EY2131:UTM 18 - MAY 123 26 30.9 EY2131 EY2131|---------------------------------------------------------------------| EY2131| PID Reference Object Distance Geod. Az | EY2131| dddmmss.s | EY2131| EY2133 MAY APPROX. 0.9 KM 1221520.1 | EY2131| EY4563 LONE RM 1 17.880 METERS 35531 | EY2131|---------------------------------------------------------------------| EY2131 EY2131 SUPERSEDED SURVEY CONTROL EY2131 EY2131 NAD 27 - 35 30 27.98500(N) 077 02 32.24200(W) AD( ) 3 EY2131 EY2131.Superseded values are not recommended for survey control. EY2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2131.See file dsdata.txt to determine how the superseded data were derived. EY2131 EY2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1481331291(NAD 83) EY2131_MARKER: DS = TRIANGULATION STATION DISK EY2131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2131_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2131 EY2131 HISTORY - Date Condition Report By EY2131 HISTORY - 1935 MONUMENTED CGS EY2131 HISTORY - 1949 MARK NOT FOUND CGS EY2131 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2131 EY2131 STATION DESCRIPTION EY2131 EY2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2131'THIS STATION IS ON THE N SIDE OF CHOCOWINITY BAY ABOUT MIDWAY EY2131'UP THE N SHORE ON THE S SIDE OF THE FIRST EXTENSIVE MARSH EY2131'AREA. STATION IS ALMOST ON RANGE WITH THE N POINT OF FORK POINT EY2131'ISLAND AND THE POINT ON THE N SHORE OF THE BAY THAT IS OPPOSITE EY2131'SILAS CREEK. STATION IS 14.0 METERS, 111 DEG MAGNETIC, FROM EY2131'SHORE LINE OF BIGHT. 14.4 METERS, 164 DEG MAGNETIC, FROM SHORE EY2131'LINE OF POINT OF MARSH. 24.0 METERS, 227 DEG MAGNETIC, FROM EY2131'BACK OF SMALL BIGHT. EY2131' EY2131'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2131'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2131'POST DRIVEN INTO THE MARSH, MARK PROJECTING 6 INCHES. EY2131' EY2131'REFERENCE MARK NO.1 IS STANDARD DISK SET IN 8- BY 30-INCH TILE EY2131'PROJECTING 6 INCHES. EY2131 EY2131 STATION RECOVERY (1949) EY2131 EY2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2131'STATION AND REFERENCE MARKS WERE NOT RECOVERED. CONSIDERABLE EY2131'SEARCH WAS MADE IN THE AREA OF THE STATION, BUT DUE TO DOUBTFUL EY2131'SHORELINE, MEASUREMENT AND HIGH THICK MARSH GRASS, THE EY2131'STATION WAS NOT FOUND. IT IS PROBABLY STILL IN PLACE AND COULD EY2131'BE RECOVERED WITH A VERY EXTENSIVE SEARCH. EY2131 EY2131 STATION RECOVERY (2004) EY2131 EY2131'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2131'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3528 *********************************************************************** EY3528 DESIGNATION - LONG EY3528 PID - EY3528 EY3528 STATE/COUNTY- NC/BEAUFORT EY3528 USGS QUAD - SOUTH CREEK (1993) EY3528 EY3528 *CURRENT SURVEY CONTROL EY3528 ___________________________________________________________________ EY3528* NAD 83(1986)- 35 20 17.56151(N) 076 44 23.79932(W) ADJUSTED EY3528* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3528 ___________________________________________________________________ EY3528 LAPLACE CORR- -0.90 (seconds) DEFLEC99 EY3528 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3528 EY3528 HORZ ORDER - THIRD EY3528 EY3528.The North Carolina HARNS have been completed but, EY3528.due to contractual restrictions, coordinates for these stations EY3528.will NOT be published in the near future. In the interim, the EY3528.published coordinates in North Carolina will not be EY3528.consistent with the Continuously Operating Reference Stations EY3528.(CORS). The HARN coordinates for these stations are available EY3528.upon request. Contact Gary Thompson(919-733-3836). EY3528. EY3528.In addition, the published North Carolina positions EY3528.(NAD 83 (1986)) are NOT consistent with those determined in EY3528.adjacent state readjustments. The discontinuity between stations EY3528.located in North Carolina and those in adjacent states EY3528.which have been adjusted to the HARN may be as much as 5 EY3528.decimeters. This will result in a significant loss of accuracy EY3528.over lines crossing such state borders. EY3528 EY3528 EY3528.The horizontal coordinates were established by classical geodetic methods EY3528.and adjusted by the National Geodetic Survey in July 1986. EY3528 EY3528.The orthometric height was scaled from a topographic map. EY3528 EY3528.The Laplace correction was computed from DEFLEC99 derived deflections. EY3528 EY3528.The geoid height was determined by GEOID03. EY3528 EY3528; North East Units Scale Factor Converg. EY3528;SPC NC - 178,518.852 815,021.364 MT 0.99987373 +1 18 16.0 EY3528;SPC NC - 585,690.60 2,673,949.26 sFT 0.99987373 +1 18 16.0 EY3528;UTM 18 - 3,911,939.450 341,875.159 MT 0.99990814 -1 00 23.7 EY3528 EY3528! - Elev Factor x Scale Factor = Combined Factor EY3528!SPC NC - 1.00000558 x 0.99987373 = 0.99987931 EY3528!UTM 18 - 1.00000558 x 0.99990814 = 0.99991372 EY3528 EY3528: Primary Azimuth Mark Grid Az EY3528:SPC NC - SHORT 239 56 48.1 EY3528:UTM 18 - SHORT 242 15 27.8 EY3528 EY3528|---------------------------------------------------------------------| EY3528| PID Reference Object Distance Geod. Az | EY3528| dddmmss.s | EY3528| EY5185 LONG RM 13.516 METERS 14147 | EY3528| EY3837 SHORT APPROX. 1.0 KM 2411504.1 | EY3528|---------------------------------------------------------------------| EY3528 EY3528 SUPERSEDED SURVEY CONTROL EY3528 EY3528 NAD 27 - 35 20 16.95500(N) 076 44 25.05400(W) AD( ) 3 EY3528 EY3528.Superseded values are not recommended for survey control. EY3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3528.See file dsdata.txt to determine how the superseded data were derived. EY3528 EY3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4187511939(NAD 83) EY3528_MARKER: DS = TRIANGULATION STATION DISK EY3528_SETTING: 0 = UNSPECIFIED SETTING EY3528 EY3528 HISTORY - Date Condition Report By EY3528 HISTORY - 1935 MONUMENTED CGS EY3528 HISTORY - 1948 GOOD CGS EY3528 EY3528 STATION DESCRIPTION EY3528 EY3528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3528'THIS STATION IS ON THE S SIDE OF SOUTH CREEK ON A HIGH BANK 8 FEET EY3528'ABOVE WATER LEVEL APPROXIMATELY 4 MILES FROM INDIAN SLUE EY3528'BEACON. STATION IS ON FAST LAND ON A ROUNDED CURVE THAT STARTS AT EY3528'MOUTH OF LONG CREEK. FROM THE STATION LONG CREEK IS 500 METERS EY3528'E. SHORE LINE IS 14 METERS NW AND 150 METERS NE. TOOLEY CREEK EY3528'IS NW FROM STATION. EY3528' EY3528'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3528'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3528' EY3528'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3528'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3528 EY3528 STATION RECOVERY (1948) EY3528 EY3528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3528'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE 1935 EY3528'DESCRIPTION IS ADEQUATE. DISTANCE TO THE REFERENCE MARK WAS EY3528'MEASURED AND FOUND TO BE CORRECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3553 *********************************************************************** EY3553 DESIGNATION - LONG EY3553 PID - EY3553 EY3553 STATE/COUNTY- NC/BEAUFORT EY3553 USGS QUAD - RANSOMVILLE (1983) EY3553 EY3553 *CURRENT SURVEY CONTROL EY3553 ___________________________________________________________________ EY3553* NAD 83(1986)- 35 22 32.40631(N) 076 43 09.02522(W) ADJUSTED EY3553* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3553 ___________________________________________________________________ EY3553 LAPLACE CORR- -0.89 (seconds) DEFLEC99 EY3553 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3553 EY3553 HORZ ORDER - THIRD EY3553 EY3553.The North Carolina HARNS have been completed but, EY3553.due to contractual restrictions, coordinates for these stations EY3553.will NOT be published in the near future. In the interim, the EY3553.published coordinates in North Carolina will not be EY3553.consistent with the Continuously Operating Reference Stations EY3553.(CORS). The HARN coordinates for these stations are available EY3553.upon request. Contact Gary Thompson(919-733-3836). EY3553. EY3553.In addition, the published North Carolina positions EY3553.(NAD 83 (1986)) are NOT consistent with those determined in EY3553.adjacent state readjustments. The discontinuity between stations EY3553.located in North Carolina and those in adjacent states EY3553.which have been adjusted to the HARN may be as much as 5 EY3553.decimeters. This will result in a significant loss of accuracy EY3553.over lines crossing such state borders. EY3553 EY3553 EY3553.The horizontal coordinates were established by classical geodetic methods EY3553.and adjusted by the National Geodetic Survey in July 1986. EY3553 EY3553.The orthometric height was scaled from a topographic map. EY3553 EY3553.The Laplace correction was computed from DEFLEC99 derived deflections. EY3553 EY3553.The geoid height was determined by GEOID03. EY3553 EY3553; North East Units Scale Factor Converg. EY3553;SPC NC - 182,716.145 816,813.443 MT 0.99987492 +1 18 59.1 EY3553;SPC NC - 599,461.22 2,679,828.77 sFT 0.99987492 +1 18 59.1 EY3553;UTM 18 - 3,916,061.173 343,835.124 MT 0.99990055 -0 59 43.8 EY3553 EY3553! - Elev Factor x Scale Factor = Combined Factor EY3553!SPC NC - 1.00000574 x 0.99987492 = 0.99988066 EY3553!UTM 18 - 1.00000574 x 0.99990055 = 0.99990629 EY3553 EY3553: Primary Azimuth Mark Grid Az EY3553:SPC NC - NORTH RESET 064 13 44.7 EY3553:UTM 18 - NORTH RESET 066 32 27.6 EY3553 EY3553|---------------------------------------------------------------------| EY3553| PID Reference Object Distance Geod. Az | EY3553| dddmmss.s | EY3553| EY3555 NORTH RESET APPROX. 7.3 KM 0653243.8 | EY3553| EY3547 INDIAN ISLAND SLUE LIGHT APPROX. 4.2 KM 1133911.2 | EY3553| EY3512 CHIMNEY ON WHITE HOUSE APPROX. 2.6 KM 1230307.6 | EY3553| EY5185 LONG RM 30.320 METERS 22039 | EY3553| EY3779 RUMLEY MARSH LIGHT APPROX. 5.8 KM 3152337.2 | EY3553|---------------------------------------------------------------------| EY3553 EY3553 SUPERSEDED SURVEY CONTROL EY3553 EY3553 NAD 27 - 35 22 31.81000(N) 076 43 10.27900(W) AD( ) 3 EY3553 EY3553.Superseded values are not recommended for survey control. EY3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3553.See file dsdata.txt to determine how the superseded data were derived. EY3553 EY3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4383516061(NAD 83) EY3553_MARKER: DS = TRIANGULATION STATION DISK EY3553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3553_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3553 EY3553 HISTORY - Date Condition Report By EY3553 HISTORY - 1914 MONUMENTED CGS EY3553 HISTORY - 1932 MARK NOT FOUND CGS EY3553 HISTORY - 1948 MARK NOT FOUND CGS EY3553 EY3553 STATION DESCRIPTION EY3553 EY3553'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3553'STATION IS ON THE S SIDE OF PAMLICO RIVER, ABOUT 1-3/4 MILES EY3553'NW FROM SOUTH CREEK, ON LONG POINT, ABOUT 150 YARDS N 02 DEG E EY3553'FROM AN OLD FARMHOUSE WITH LARGE BRICK CHIMNEY, ON FLAT EY3553'GRASS-COVERED GROUND WHICH EXTENDS OUT FROM SLIGHTLY ELEVATED EY3553'GROUND BACK OF THE STATION. THE SHORE TO THE WESTWARD FOR A EY3553'SHORT DISTANCE IS A YELLOW CLAY BLUFF ABOUT 4 FEET HIGH. EY3553' EY3553'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY3553'CONCRETE AT THE TOPS OF TILES, AS DESCRIBED. EY3553' EY3553'THE REFERENCE MARK IS 30.32 METERS (99.5 FEET) FROM THE STATION EY3553'S 66 DEG 21 MIN E. INDIAN ISLAND SLUE LIGHT IS EY3553'N 59 DEG 39 MIN E. EY3553 EY3553 STATION RECOVERY (1932) EY3553 EY3553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM) EY3553'STATION HAS BEEN DESTROYED OR LOST FROM SHORE EROSION, WHICH EY3553'IS VERY SEVERE. THE REFERENCE MARK WAS FOUND IN PLACE AND EY3553'IN GOOD CONDITION. EY3553' EY3553'A NEW STATION, FOUND WAS INSTALLED DIRECTLY BACK OF THE EY3553'ORIGINAL TOGETHER WITH TWO NEW REFERENCE MARKS. EY3553 EY3553 STATION RECOVERY (1948) EY3553 EY3553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3553'STATION WAS NOT FOUND. THE REFERENCE MARK WAS FOUND STANDING EY3553'IN THE WATER. IT IS LOOSE AND CAN EASILY BE OVERTURNED, EY3553'EVEN BY WAVE ACTION. EY3553' EY3553'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE6029 *********************************************************************** AE6029 DESIGNATION - LONG 76 42 30 AE6029 PID - AE6029 AE6029 STATE/COUNTY- NC/BEAUFORT AE6029 USGS QUAD - SOUTH CREEK (1993) AE6029 AE6029 *CURRENT SURVEY CONTROL AE6029 ___________________________________________________________________ AE6029* NAD 83(1986)- 35 21 48.80915(N) 076 42 28.74702(W) ADJUSTED AE6029* NAVD 88 - 1.300 (meters) 4.27 (feet) ADJUSTED AE6029 ___________________________________________________________________ AE6029 LAPLACE CORR- -0.82 (seconds) DEFLEC99 AE6029 GEOID HEIGHT- -37.24 (meters) GEOID03 AE6029 DYNAMIC HT - 1.299 (meters) 4.26 (feet) COMP AE6029 MODELED GRAV- 979,754.3 (mgal) NAVD 88 AE6029 AE6029 HORZ ORDER - SECOND AE6029 VERT ORDER - SECOND CLASS II AE6029 AE6029.The North Carolina HARNS have been completed but, AE6029.due to contractual restrictions, coordinates for these stations AE6029.will NOT be published in the near future. In the interim, the AE6029.published coordinates in North Carolina will not be AE6029.consistent with the Continuously Operating Reference Stations AE6029.(CORS). The HARN coordinates for these stations are available AE6029.upon request. Contact Gary Thompson(919-733-3836). AE6029. AE6029.In addition, the published North Carolina positions AE6029.(NAD 83 (1986)) are NOT consistent with those determined in AE6029.adjacent state readjustments. The discontinuity between stations AE6029.located in North Carolina and those in adjacent states AE6029.which have been adjusted to the HARN may be as much as 5 AE6029.decimeters. This will result in a significant loss of accuracy AE6029.over lines crossing such state borders. AE6029 AE6029 AE6029.The horizontal coordinates were established by classical geodetic methods AE6029.and adjusted by the National Geodetic Survey in April 1998. AE6029 AE6029.The orthometric height was determined by differential leveling AE6029.and adjusted by the National Geodetic Survey in June 1998. AE6029 AE6029.The Laplace correction was computed from DEFLEC99 derived deflections. AE6029 AE6029.The geoid height was determined by GEOID03. AE6029 AE6029.The dynamic height is computed by dividing the NAVD 88 AE6029.geopotential number by the normal gravity value computed on the AE6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6029.degrees latitude (g = 980.6199 gals.). AE6029 AE6029.The modeled gravity was interpolated from observed gravity values. AE6029 AE6029; North East Units Scale Factor Converg. AE6029;SPC NC - 181,396.475 817,860.740 MT 0.99987449 +1 19 22.4 AE6029;SPC NC - 595,131.60 2,683,264.78 sFT 0.99987449 +1 19 22.4 AE6029;UTM 18 - 3,914,700.300 344,828.361 MT 0.99989673 -0 59 19.4 AE6029 AE6029! - Elev Factor x Scale Factor = Combined Factor AE6029!SPC NC - 1.00000564 x 0.99987449 = 0.99988013 AE6029!UTM 18 - 1.00000564 x 0.99989673 = 0.99990237 AE6029 AE6029 SUPERSEDED SURVEY CONTROL AE6029 AE6029 NGVD 29 (04/29/98) 1.65 (m) 5.4 (f) LEVELING 3 AE6029 AE6029.Superseded values are not recommended for survey control. AE6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE6029.See file dsdata.txt to determine how the superseded data were derived. AE6029 AE6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4482814700(NAD 83) AE6029_MARKER: DR = REFERENCE MARK DISK AE6029_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AE6029_STAMPING: LONG 76 42 30 AE6029_MARK LOGO: NCGS AE6029_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE6029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE6029 AE6029 HISTORY - Date Condition Report By AE6029 HISTORY - 1987 MONUMENTED NCGS AE6029 AE6029 STATION DESCRIPTION AE6029 AE6029'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE6029'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHEAST OF AURORA. ALONG AE6029'SR 1004 FOR 1.3 KM (0.80 MI) WEST FROM THE END OF THE SR AT HICKORY AE6029'POINT, OR 4.1 KM (2.55 MI) SOUTHEAST OF THE FERRY LANDING AT NC 306, AE6029'IN THE ROAD SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED AE6029'5.3 M (17.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE SR, 13.4 M AE6029'(44.0 FT) EAST-SOUTHEAST OF THE NORTH END OF A CULVERT, 43.7 M (143.4 AE6029'FT) NORTHWEST OF THE CENTERLINE INTERSECTION OF THE SR WITH A GRAVEL AE6029'ROAD--AND 19.0 M (62.3 FT) NORTH-NORTHWEST OF A 20-INCH PINE, 30.4 M AE6029'(99.7 FT) NORTHEAST OF A 24-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3824 *********************************************************************** EY3824 DESIGNATION - LOUISE EY3824 PID - EY3824 EY3824 STATE/COUNTY- NC/BEAUFORT EY3824 USGS QUAD - AURORA (1993) EY3824 EY3824 *CURRENT SURVEY CONTROL EY3824 ___________________________________________________________________ EY3824* NAD 83(1986)- 35 18 04.15757(N) 076 46 40.34826(W) ADJUSTED EY3824* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3824 ___________________________________________________________________ EY3824 LAPLACE CORR- -1.18 (seconds) DEFLEC99 EY3824 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3824 EY3824 HORZ ORDER - THIRD EY3824 EY3824.The North Carolina HARNS have been completed but, EY3824.due to contractual restrictions, coordinates for these stations EY3824.will NOT be published in the near future. In the interim, the EY3824.published coordinates in North Carolina will not be EY3824.consistent with the Continuously Operating Reference Stations EY3824.(CORS). The HARN coordinates for these stations are available EY3824.upon request. Contact Gary Thompson(919-733-3836). EY3824. EY3824.In addition, the published North Carolina positions EY3824.(NAD 83 (1986)) are NOT consistent with those determined in EY3824.adjacent state readjustments. The discontinuity between stations EY3824.located in North Carolina and those in adjacent states EY3824.which have been adjusted to the HARN may be as much as 5 EY3824.decimeters. This will result in a significant loss of accuracy EY3824.over lines crossing such state borders. EY3824 EY3824 EY3824.The horizontal coordinates were established by classical geodetic methods EY3824.and adjusted by the National Geodetic Survey in July 1986. EY3824 EY3824.The orthometric height was scaled from a topographic map. EY3824 EY3824.The Laplace correction was computed from DEFLEC99 derived deflections. EY3824 EY3824.The geoid height was determined by GEOID03. EY3824 EY3824; North East Units Scale Factor Converg. EY3824;SPC NC - 174,331.268 811,666.412 MT 0.99987296 +1 16 57.2 EY3824;SPC NC - 571,951.84 2,662,942.22 sFT 0.99987296 +1 16 57.2 EY3824;UTM 18 - 3,907,890.362 338,353.959 MT 0.99992202 -1 01 39.4 EY3824 EY3824! - Elev Factor x Scale Factor = Combined Factor EY3824!SPC NC - 1.00000574 x 0.99987296 = 0.99987870 EY3824!UTM 18 - 1.00000574 x 0.99992202 = 0.99992776 EY3824 EY3824: Primary Azimuth Mark Grid Az EY3824:SPC NC - VIVIAN 326 54 16.7 EY3824:UTM 18 - VIVIAN 329 12 53.3 EY3824 EY3824|---------------------------------------------------------------------| EY3824| PID Reference Object Distance Geod. Az | EY3824| dddmmss.s | EY3824| EY3825 LUCKEY 422.022 METERS 0255858.0 | EY3824| EY5195 LOUISE RM 15.725 METERS 20724 | EY3824| EY3846 VIVIAN APPROX. 0.5 KM 3281113.9 | EY3824| EY3826 MARY APPROX. 0.6 KM 3573625.9 | EY3824|---------------------------------------------------------------------| EY3824 EY3824 SUPERSEDED SURVEY CONTROL EY3824 EY3824 NAD 27 - 35 18 03.53300(N) 076 46 41.61500(W) AD( ) 3 EY3824 EY3824.Superseded values are not recommended for survey control. EY3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3824.See file dsdata.txt to determine how the superseded data were derived. EY3824 EY3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3835407890(NAD 83) EY3824_MARKER: DS = TRIANGULATION STATION DISK EY3824_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3824_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3824 EY3824 HISTORY - Date Condition Report By EY3824 HISTORY - 1935 MONUMENTED CGS EY3824 HISTORY - 1948 GOOD CGS EY3824 HISTORY - 1967 GOOD USE EY3824 EY3824 STATION DESCRIPTION EY3824 EY3824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3824'STATION IS ON THE W SIDE OF SOUTH CREEK, APPROXIMATELY 1/2 EY3824'MILE ABOVE HIGHWAY BRIDGE AT AURORA, NEAR A SMALL DITCH THAT EY3824'RUNS E AND W, 10 METERS S OF DITCH AND 70 METERS W FROM MAIN EY3824'CREEK. STATION IS ON VERY UNSTABLE MARSHY LAND. EY3824' EY3824'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3824'36-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3824' EY3824'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3824'30-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3824 EY3824 STATION RECOVERY (1948) EY3824 EY3824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3824'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3824'BETWEEN THE REFERENCE MARK AND THE STATION WAS EY3824'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE EY3824'ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3824' EY3824'STATION IS ON THE W SIDE OF SOUTH CREEK, ABOUT 1/2 MILE S EY3824'OF STEEL TRUSS BRIDGE AT AURORA, ABOUT 100 METERS N OF CONCRETE EY3824'BRIDGE OVER SOUTH CREEK ON THE AURORA-HOBUCKEN HIGHWAY, 4.6 EY3824'METERS SE OF HEAD OF SMALL GUT. EY3824' EY3824'STATION MARK IS A BRONZE DISK, STAMPED LOUISE 1935, AND SET IN THE EY3824'TOP OF A CONCRETE-FILLED 8- BY 36-INCH TILE PROJECTING 6 INCHES EY3824'ABOVE THE GROUND. EY3824' EY3824'REFERENCE MARK IS W OF THE STATION. IT IS A BRONZE REFERENCE EY3824'DISK, STAMPED R M LOUISE 1935, AND SET IN THE TOP OF AN 8- BY EY3824'30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3824' EY3824'TO REACH FROM THE W END OF THE CONCRETE BRIDGE ON THE EY3824'AURORA-HOBUCKEN HIGHWAY OVER SOUTH CREEK, MEASURE 115.20 METERS W EY3824'ALONG THE CENTER LINE OF THE HIGHWAY, THENCE AT RIGHT ANGLES EY3824'N 44.60 METERS TO STATION. EY3824 EY3824 STATION RECOVERY (1967) EY3824 EY3824'RECOVERY NOTE BY US ENGINEERS 1967 EY3824'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK EY3824'STAMPED LOUISE 1935 SET IN A CONCRETE FILLED 8 IN BY 36 EY3824'IN TILE PROJECTING 10 IN ABOVE THE GROUND. EY3824' EY3824'STATION IS ON THE W SIDE OF SOUTH CREEK APPROXIMATELY 1/2 MILE EY3824'ABOVE HIGHWAY BRIDGE AT AURORA NEAR A SMALL DITCH THAT RUNS E AND W EY3824'30 FT S OF DITCH, AND 210 FT W FROM MAIN CREEK. STATION IS ON EY3824'VERY UNSTABLE MARSHY LAND. EY3824' EY3824'TO REACH PROCEED E FROM AURORA ON HIGHWAY 33 APPROXIMATELY 1/2 EY3824'MILE TO THE BRIDGE OVER SOUTH CREEK AND STATION SITE. EY3824' EY3824'R M 1 WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4015 *********************************************************************** EY4015 DESIGNATION - LOWE EY4015 PID - EY4015 EY4015 STATE/COUNTY- NC/BEAUFORT EY4015 USGS QUAD - BELHAVEN (1974) EY4015 EY4015 *CURRENT SURVEY CONTROL EY4015 ___________________________________________________________________ EY4015* NAD 83(1986)- 35 32 23.42332(N) 076 35 21.53027(W) ADJUSTED EY4015* NAVD 88 - -0. (meters) -0. (feet) SCALED EY4015 ___________________________________________________________________ EY4015 LAPLACE CORR- -2.56 (seconds) DEFLEC99 EY4015 GEOID HEIGHT- -37.21 (meters) GEOID03 EY4015 EY4015 HORZ ORDER - SECOND EY4015 EY4015.The North Carolina HARNS have been completed but, EY4015.due to contractual restrictions, coordinates for these stations EY4015.will NOT be published in the near future. In the interim, the EY4015.published coordinates in North Carolina will not be EY4015.consistent with the Continuously Operating Reference Stations EY4015.(CORS). The HARN coordinates for these stations are available EY4015.upon request. Contact Gary Thompson(919-733-3836). EY4015. EY4015.In addition, the published North Carolina positions EY4015.(NAD 83 (1986)) are NOT consistent with those determined in EY4015.adjacent state readjustments. The discontinuity between stations EY4015.located in North Carolina and those in adjacent states EY4015.which have been adjusted to the HARN may be as much as 5 EY4015.decimeters. This will result in a significant loss of accuracy EY4015.over lines crossing such state borders. EY4015 EY4015 EY4015.The horizontal coordinates were established by classical geodetic methods EY4015.and adjusted by the National Geodetic Survey in July 1986. EY4015 EY4015.The orthometric height was scaled from a topographic map. EY4015 EY4015.The Laplace correction was computed from DEFLEC99 derived deflections. EY4015 EY4015.The geoid height was determined by GEOID03. EY4015 EY4015; North East Units Scale Factor Converg. EY4015;SPC NC - 201,202.005 828,166.664 MT 0.99988519 +1 23 29.0 EY4015;SPC NC - 660,110.24 2,717,076.80 sFT 0.99988519 +1 23 29.0 EY4015;UTM 18 - 3,934,073.602 355,925.353 MT 0.99985580 -0 55 26.3 EY4015 EY4015! - Elev Factor x Scale Factor = Combined Factor EY4015!SPC NC - 1.00000589 x 0.99988519 = 0.99989108 EY4015!UTM 18 - 1.00000589 x 0.99985580 = 0.99986169 EY4015 EY4015: Primary Azimuth Mark Grid Az EY4015:SPC NC - LOWER DOWRY PT 2 110 23 04.1 EY4015:UTM 18 - LOWER DOWRY PT 2 112 41 59.4 EY4015 EY4015|---------------------------------------------------------------------| EY4015| PID Reference Object Distance Geod. Az | EY4015| dddmmss.s | EY4015| EY4000 LOWER DOWRY PT 2 APPROX. 3.1 KM 1114633.1 | EY4015| EY3999 LOWER DOWERY POINT BEACON APPROX. 3.4 KM 1255221.0 | EY4015| EY3994 DURANTS POINT BEACON APPROX. 2.0 KM 1862505.2 | EY4015| EY4004 PANTEGO CREEK BEACON APPROX. 2.7 KM 2432120.0 | EY4015| EY5198 LOWE RM 1 21.005 METERS 27648 | EY4015| EY5199 LOWE RM 2 18.110 METERS 32336 | EY4015|---------------------------------------------------------------------| EY4015 EY4015 SUPERSEDED SURVEY CONTROL EY4015 EY4015 NAD 27 - 35 32 22.82700(N) 076 35 22.78500(W) AD( ) 2 EY4015 EY4015.Superseded values are not recommended for survey control. EY4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4015.See file dsdata.txt to determine how the superseded data were derived. EY4015 EY4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5592534074(NAD 83) EY4015_MARKER: DS = TRIANGULATION STATION DISK EY4015_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY4015_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY4015 EY4015 HISTORY - Date Condition Report By EY4015 HISTORY - 1933 MONUMENTED CGS EY4015 HISTORY - 1949 MARK NOT FOUND CGS EY4015 EY4015 STATION DESCRIPTION EY4015 EY4015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY4015'STATION IS ON THE N SIDE OF THE PUNGO RIVER, 1-1/2 MILES E OF EY4015'BELHAVEN, ON A POINT ON THE W SIDE OF THE MOUTH OF LOWER DOWRY EY4015'CREEK, ON A SANDY POINT BETWEEN STORM-WATER LINE AND A CYPRESS EY4015'ABOUT 15 INCHES IN DIAMETER, AND 6 METERS FROM THE WATER LINE. IN EY4015'ABOUT SAME PLACE AS OLD STATION, LOWER. EY4015' EY4015'STATION IS A STANDARD DISK IN 8-INCH TERRA-COTTA TILE, WITH A EY4015'CEMENT COLLAR AROUND THE OUTSIDE AT THE GROUND. EY4015' EY4015'REFERENCE MARK NO. 1 IS A STANDARD DISK IN 6-INCH TILE PIPE, EY4015'PROJECTING ABOUT 6 INCHES ABOVE GROUND, WITH PIPE SURROUNDED BY EY4015'A CONCRETE COLLAR. REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE EY4015'MARK NO. 1, AND NORTHEASTERLY FROM THE STATION. EY4015' EY4015'HEIGHT OF SIGNAL ABOVE STATION MARK 2 METERS. EY4015 EY4015 STATION RECOVERY (1949) EY4015 EY4015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4015'STATION LOST. STATION WAS FOUND LYING IN TWO FEET OF WATER AND EY4015'FROM ITS POSITION, IT IS BELIEVED THAT BOTH REFERENCE MARKS ARE EY4015'DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3999 *********************************************************************** EY3999 DESIGNATION - LOWER DOWERY POINT BEACON EY3999 PID - EY3999 EY3999 STATE/COUNTY- NC/BEAUFORT EY3999 USGS QUAD - BELHAVEN (1974) EY3999 EY3999 *CURRENT SURVEY CONTROL EY3999 ___________________________________________________________________ EY3999* NAD 83(1986)- 35 31 18.01391(N) 076 33 30.91465(W) ADJUSTED EY3999* NAVD 88 - EY3999 ___________________________________________________________________ EY3999 LAPLACE CORR- -2.71 (seconds) DEFLEC99 EY3999 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3999 EY3999 HORZ ORDER - THIRD EY3999 EY3999.The North Carolina HARNS have been completed but, EY3999.due to contractual restrictions, coordinates for these stations EY3999.will NOT be published in the near future. In the interim, the EY3999.published coordinates in North Carolina will not be EY3999.consistent with the Continuously Operating Reference Stations EY3999.(CORS). The HARN coordinates for these stations are available EY3999.upon request. Contact Gary Thompson(919-733-3836). EY3999. EY3999.In addition, the published North Carolina positions EY3999.(NAD 83 (1986)) are NOT consistent with those determined in EY3999.adjacent state readjustments. The discontinuity between stations EY3999.located in North Carolina and those in adjacent states EY3999.which have been adjusted to the HARN may be as much as 5 EY3999.decimeters. This will result in a significant loss of accuracy EY3999.over lines crossing such state borders. EY3999 EY3999 EY3999.The horizontal coordinates were established by classical geodetic methods EY3999.and adjusted by the National Geodetic Survey in July 1986. EY3999 EY3999 EY3999.The Laplace correction was computed from DEFLEC99 derived deflections. EY3999 EY3999.The geoid height was determined by GEOID03. EY3999 EY3999; North East Units Scale Factor Converg. EY3999;SPC NC - 199,255.043 831,001.504 MT 0.99988365 +1 24 32.8 EY3999;SPC NC - 653,722.59 2,726,377.43 sFT 0.99988365 +1 24 32.8 EY3999;UTM 18 - 3,932,013.784 358,679.141 MT 0.99984611 -0 54 20.5 EY3999 EY3999 SUPERSEDED SURVEY CONTROL EY3999 EY3999 NAD 27 - 35 31 17.41600(N) 076 33 32.17500(W) AD( ) 3 EY3999 EY3999.Superseded values are not recommended for survey control. EY3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3999.See file dsdata.txt to determine how the superseded data were derived. EY3999 EY3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5867932014(NAD 83) EY3999_MARKER: 16 = DAYBEACON EY3999 EY3999 HISTORY - Date Condition Report By EY3999 HISTORY - 1934 FIRST OBSERVED CGS EY3999 HISTORY - 1949 GOOD CGS EY3999 EY3999 STATION DESCRIPTION EY3999 EY3999'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3999'STATION RECOVERED IN GOOD CONDITION. THE 1948 LIGHT LIST STATES EY3999'THIS LIGHT WAS LAST REBUILT IN 1928. THIS INFORMATION WAS EY3999'VERIFIED LOCALLY. A COMPLETE DESCRIPTION FOLLOWS-- EY3999' EY3999'LOCATED OFF LOWER DOWRY PT. IN PUNGO RIVER. A 3-PILE STRUCTURE EY3999'19 FEET HIGH SURMOUNTED BY A BLACK TANKHOUSE WITH A YELLOW TRIANGLE. EY3999' EY3999'LIGHT LIST NAME FOR THIS STATION IS PUNGO RIVER LIGHT 13. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4000 *********************************************************************** EY4000 DESIGNATION - LOWER DOWRY PT 2 EY4000 PID - EY4000 EY4000 STATE/COUNTY- NC/BEAUFORT EY4000 USGS QUAD - BELHAVEN (1974) EY4000 EY4000 *CURRENT SURVEY CONTROL EY4000 ___________________________________________________________________ EY4000* NAD 83(1986)- 35 31 45.89918(N) 076 33 26.66833(W) ADJUSTED EY4000* NAVD 88 - 1. (meters) 3. (feet) SCALED EY4000 ___________________________________________________________________ EY4000 LAPLACE CORR- -2.81 (seconds) DEFLEC99 EY4000 GEOID HEIGHT- -37.27 (meters) GEOID03 EY4000 EY4000 HORZ ORDER - SECOND EY4000 EY4000.The North Carolina HARNS have been completed but, EY4000.due to contractual restrictions, coordinates for these stations EY4000.will NOT be published in the near future. In the interim, the EY4000.published coordinates in North Carolina will not be EY4000.consistent with the Continuously Operating Reference Stations EY4000.(CORS). The HARN coordinates for these stations are available EY4000.upon request. Contact Gary Thompson(919-733-3836). EY4000. EY4000.In addition, the published North Carolina positions EY4000.(NAD 83 (1986)) are NOT consistent with those determined in EY4000.adjacent state readjustments. The discontinuity between stations EY4000.located in North Carolina and those in adjacent states EY4000.which have been adjusted to the HARN may be as much as 5 EY4000.decimeters. This will result in a significant loss of accuracy EY4000.over lines crossing such state borders. EY4000 EY4000 EY4000.The horizontal coordinates were established by classical geodetic methods EY4000.and adjusted by the National Geodetic Survey in July 1986. EY4000 EY4000.The orthometric height was scaled from a topographic map. EY4000 EY4000.The Laplace correction was computed from DEFLEC99 derived deflections. EY4000 EY4000.The geoid height was determined by GEOID03. EY4000 EY4000; North East Units Scale Factor Converg. EY4000;SPC NC - 200,116.724 831,087.307 MT 0.99988429 +1 24 35.2 EY4000;SPC NC - 656,549.62 2,726,658.94 sFT 0.99988429 +1 24 35.2 EY4000;UTM 18 - 3,932,871.265 358,799.674 MT 0.99984569 -0 54 18.7 EY4000 EY4000! - Elev Factor x Scale Factor = Combined Factor EY4000!SPC NC - 1.00000574 x 0.99988429 = 0.99989003 EY4000!UTM 18 - 1.00000574 x 0.99984569 = 0.99985143 EY4000 EY4000: Primary Azimuth Mark Grid Az EY4000:SPC NC - PRESS 193 54 11.9 EY4000:UTM 18 - PRESS 196 13 05.8 EY4000 EY4000|---------------------------------------------------------------------| EY4000| PID Reference Object Distance Geod. Az | EY4000| dddmmss.s | EY4000| EY5201 LOWER DOWRY PT 2 RM 1 15.350 METERS 02855 | EY4000| EY3992 BRICK SILO APPROX. 1.4 KM 0682827.6 | EY4000| EY3999 LOWER DOWERY POINT BEACON APPROX. 0.9 KM 1870546.9 | EY4000| EY4006 PRESS APPROX. 2.2 KM 1951847.1 | EY4000| EY3994 DURANTS POINT BEACON APPROX. 3.2 KM 2541638.6 | EY4000| EY4004 PANTEGO CREEK BEACON APPROX. 5.3 KM 2693622.1 | EY4000| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 6.2 KM 2804830.4 | EY4000| EY3986 BELLHAVEN BAPTIST CHURCH SPIRE APPROX. 5.4 KM 2820831.2 | EY4000| EY5202 LOWER DOWRY PT 2 RM 2 14.190 METERS 29559 | EY4000|---------------------------------------------------------------------| EY4000 EY4000 SUPERSEDED SURVEY CONTROL EY4000 EY4000 NAD 27 - 35 31 45.30200(N) 076 33 27.92900(W) AD( ) 2 EY4000 EY4000.Superseded values are not recommended for survey control. EY4000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4000.See file dsdata.txt to determine how the superseded data were derived. EY4000 EY4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5880032871(NAD 83) EY4000_MARKER: DS = TRIANGULATION STATION DISK EY4000_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY4000_SP_SET: TOP OF METAL PIPE IN CONCRETE EY4000 EY4000 HISTORY - Date Condition Report By EY4000 HISTORY - 1914 MONUMENTED CGS EY4000 HISTORY - 1933 GOOD CGS EY4000 HISTORY - 1935 GOOD CGS EY4000 HISTORY - 1949 GOOD CGS EY4000 EY4000 STATION DESCRIPTION EY4000 EY4000'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY4000'STATION IS ON THE N SIDE OF PUNGO RIVER, ABOUT 3-1/2 MILES E EY4000'OF BELHAVEN, ON LOWER DOWRY POINT WHICH IS MOSTLY MARSHLAND, EY4000'ON A NARROW STRIP OF FAIRLY HARD GROUND SEPARATING THE MARSH EY4000'FROM THE WATER, CLOSE TO THE SOUTHERN SIDE OF THE POINT. EY4000' EY4000'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS EY4000'SET IN TILE AND CONCRETE. EY4000' EY4000'THE REFERENCE MARK IS 15.40 METERS (50.5 FEET) FROM THE EY4000'STATION 28 DEG 54 MIN E. EY4000 EY4000 STATION RECOVERY (1933) EY4000 EY4000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY4000'STATION IS ABOUT 4 MILES E OF BELHAVEN, NE OF DURANTS POINT, ON EY4000'LOWER DOWRY POINT, ON A HOOK OF LAND TO THE N OF WHICH IS EY4000'BACKWATER OF THE RIVER, AND ABOUT 1-1/3 MILES W OF MOUTH OF EY4000'UPPER DOWRY CREEK. EY4000' EY4000'THE STATION IS ABOUT 6 METERS N OF THE SHORE LINE. THE OLD EY4000'REFERENCE MARK IS N OF THE STATION, ABOUT 22 METERS FROM THE EY4000'SHORE LINE. BOTH THE STATION AND REFERENCE MARKS WERE RECOVERED EY4000'IN GOOD CONDITION. STATION MARKED. EY4000' EY4000'ONE ADDITIONAL REFERENCE MARK WAS INSTALLED. IT IS A STANDARD EY4000'BRONZE DISK, SET IN 6-INCH TERRA-COTTA PIPE PROJECTING ABOUT EY4000'6 INCHES ABOVE THE GROUND WITH A CONCRETE COLLAR IN A TRENCH EY4000'AROUND THE PIPE. IT IS MARKED NO.2 1933 AND IS ABOUT 18 FEET EY4000'FROM THE WATER LINE. EY4000' EY4000'HEIGHT OF SIGNAL ABOVE STATION MARK 3.0 METERS. EY4000 EY4000 STATION RECOVERY (1935) EY4000 EY4000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) EY4000'THE STATION WAS RECOVERED AS DESCRIBED BY G.C. MATTISON. EY4000' EY4000'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION. THE EY4000'DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED. THE DISTANCES EY4000'ARE AS FOLLOWS--STATION TO REFERENCE MARK NO.1 - 15.350 EY4000'METERS. (CHECKS OLD). STATION TO REFERENCE MARK NO.2 - 14.190 EY4000'METERS (OLD 14.20). REFERENCE MARK NO.1 TO REFERENCE MARK EY4000'NO.2 - 21.426 METERS. EY4000 EY4000 STATION RECOVERY (1949) EY4000 EY4000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4000'STATION RECOVERED IN GOOD CONDITION. DISTANCES TO R.M.S WERE EY4000'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE EY4000'ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY4000' EY4000'STATION IS LOCATED ON THE N SHORE OF THE PUNGO RIVER, ON LOWER EY4000'DOWRY POINT, ON THE S SIDE OF A NARROW STRIP OF HARD, SANDY EY4000'GROUND, AND 7.6 FEET N OF THE SHORE. EY4000' EY4000'STATION MARK IS A BRONZE STATION DISK, STAMPED LOWER DOWRY POINT EY4000'2 1914, SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, EY4000'6 INCHES BELOW THE SURFACE OF THE GROUND. EY4000' EY4000'R.M. 1 IS N OF THE STATION, IN THE MARSH, 57.8 FEET N OF THE EY4000'SHORELINE. IT IS A BRONZE REFERENCE DISK, STAMPED LOWER DOWRY EY4000'POINT 2 1914 NO 1, SET IN CONCRETE AT THE CENTER OF THE TOP OF EY4000'A TILE, PROJECTING 2 INCHES ABOVE THE GROUND. EY4000' EY4000'R.M. 2 IS W OF THE STATION, 3.2 FEET N OF THE SHORE, AND 1 FOOT EY4000'BELOW THE SURFACE OF THE GROUND. IT IS A BRONZE REFERENCE DISK, EY4000'STAMPED LOWER DOWRY POINT NO 2 1933, SET IN CONCRETE AT THE EY4000'CENTER OF THE TOP OF A TILE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3825 *********************************************************************** EY3825 DESIGNATION - LUCKEY EY3825 PID - EY3825 EY3825 STATE/COUNTY- NC/BEAUFORT EY3825 USGS QUAD - AURORA (1993) EY3825 EY3825 *CURRENT SURVEY CONTROL EY3825 ___________________________________________________________________ EY3825* NAD 83(1986)- 35 18 16.46725(N) 076 46 33.02987(W) ADJUSTED EY3825* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3825 ___________________________________________________________________ EY3825 LAPLACE CORR- -1.16 (seconds) DEFLEC99 EY3825 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3825 EY3825 HORZ ORDER - THIRD EY3825 EY3825.The North Carolina HARNS have been completed but, EY3825.due to contractual restrictions, coordinates for these stations EY3825.will NOT be published in the near future. In the interim, the EY3825.published coordinates in North Carolina will not be EY3825.consistent with the Continuously Operating Reference Stations EY3825.(CORS). The HARN coordinates for these stations are available EY3825.upon request. Contact Gary Thompson(919-733-3836). EY3825. EY3825.In addition, the published North Carolina positions EY3825.(NAD 83 (1986)) are NOT consistent with those determined in EY3825.adjacent state readjustments. The discontinuity between stations EY3825.located in North Carolina and those in adjacent states EY3825.which have been adjusted to the HARN may be as much as 5 EY3825.decimeters. This will result in a significant loss of accuracy EY3825.over lines crossing such state borders. EY3825 EY3825 EY3825.The horizontal coordinates were established by classical geodetic methods EY3825.and adjusted by the National Geodetic Survey in July 1986. EY3825 EY3825.The orthometric height was scaled from a topographic map. EY3825 EY3825.The Laplace correction was computed from DEFLEC99 derived deflections. EY3825 EY3825.The geoid height was determined by GEOID03. EY3825 EY3825; North East Units Scale Factor Converg. EY3825;SPC NC - 174,714.629 811,842.740 MT 0.99987301 +1 17 01.4 EY3825;SPC NC - 573,209.58 2,663,520.72 sFT 0.99987301 +1 17 01.4 EY3825;UTM 18 - 3,908,266.322 338,545.606 MT 0.99992126 -1 01 35.5 EY3825 EY3825! - Elev Factor x Scale Factor = Combined Factor EY3825!SPC NC - 1.00000574 x 0.99987301 = 0.99987875 EY3825!UTM 18 - 1.00000574 x 0.99992126 = 0.99992700 EY3825 EY3825: Primary Azimuth Mark Grid Az EY3825:SPC NC - AURORA STACK 265 18 08.6 EY3825:UTM 18 - AURORA STACK 267 36 45.5 EY3825 EY3825|---------------------------------------------------------------------| EY3825| PID Reference Object Distance Geod. Az | EY3825| dddmmss.s | EY3825| EY3793 AURORA 371.778 METERS 02312 | EY3825| EY5203 LUCKEY RM 15.921 METERS 07733 | EY3825| EY3824 LOUISE 422.022 METERS 2055902.3 | EY3825| EY3791 AURORA STACK APPROX. 0.6 KM 2663510.0 | EY3825| EY3811 HIGHWAY BRIDGE CEN N TRUSS 287.242 METERS 27404 | EY3825| EY3846 VIVIAN 464.504 METERS 2775642.7 | EY3825| EY3792 AURORA TANK APPROX. 0.7 KM 2901840.8 | EY3825| EY3826 MARY 273.740 METERS 31030 | EY3825|---------------------------------------------------------------------| EY3825 EY3825 SUPERSEDED SURVEY CONTROL EY3825 EY3825 NAD 27 - 35 18 15.84400(N) 076 46 34.29700(W) AD( ) 3 EY3825 EY3825.Superseded values are not recommended for survey control. EY3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3825.See file dsdata.txt to determine how the superseded data were derived. EY3825 EY3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3854608266(NAD 83) EY3825_MARKER: DS = TRIANGULATION STATION DISK EY3825_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3825_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3825 EY3825 HISTORY - Date Condition Report By EY3825 HISTORY - 1935 MONUMENTED CGS EY3825 HISTORY - 1948 GOOD CGS EY3825 EY3825 STATION DESCRIPTION EY3825 EY3825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3825'STATION IS ON THE E SIDE OF SOUTH CREEK, APPROXIMATELY 75 METERS EY3825'S OF AURORA-HOBUCKEN ROAD. STATION IS ON VERY UNSTABLE MARSHY EY3825'LAND 125 METERS E FROM SOUTH CREEK, AND 36 METERS W FROM TREE EY3825'LINE. COUNTING THE ELECTRIC LIGHT POLE ON E END OF BRIDGE AS EY3825'NUMBER 1, STATION IS BETWEEN POLES 3 AND 4. STATION IS 75 METERS EY3825'IN PERPENDICULAR DISTANCE FROM LIGHT LINE. EY3825' EY3825'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3825'36-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3825' EY3825'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3825'30-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3825 EY3825 STATION RECOVERY (1948) EY3825 EY3825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3825'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3825'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3825'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3825'INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3825' EY3825'STATION IS ON THE E SIDE OF SOUTH CREEK, APPROXIMATELY 75 EY3825'METERS S OF THE AURORA-HOBUCKEN ROAD. STATION IS ON VERY EY3825'UNSTABLE MARSHY LAND 125 METERS E OF SOUTH CREEK AND EY3825'35 METERS W FROM TREE LINE. COUNTING THE ELECTRIC LIGHT POLE ON EY3825'THE E END OF BRIDGE AS NUMBER 1, THE STATION IS BETWEEN POLES EY3825'3 AND 4. STATION IS 75 METERS IN PERPENDICULAR DISTANCE FROM EY3825'THE LIGHT LINE. EY3825' EY3825'STATION MARK IS A BRONZE DISK, STAMPED LUCKEY 1935, EY3825'SET IN A CONCRETE-FILLED 8-INCH TILE PROJECTING 10 INCHES ABOVE EY3825'GROUND. EY3825' EY3825'REFERENCE MARK IS 19.25 METERS W OF A BLAZED 6-INCH EY3825'CYPRESS AT THE WOOD LINE. IT IS A BRONZE REFERENCE DISK, EY3825'STAMPED LUCKEY 1935, SET IN TOP OF A CONCRETE-FILLED 8-INCH EY3825'TILE PROJECTING 10 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5892 *********************************************************************** AE5892 DESIGNATION - MADRE AE5892 PID - AE5892 AE5892 STATE/COUNTY- NC/BEAUFORT AE5892 USGS QUAD - HACKNEY (1983) AE5892 AE5892 *CURRENT SURVEY CONTROL AE5892 ___________________________________________________________________ AE5892* NAD 83(1986)- 35 25 21.65256(N) 077 01 27.69658(W) ADJUSTED AE5892* NAVD 88 - 9.906 (meters) 32.50 (feet) ADJUSTED AE5892 ___________________________________________________________________ AE5892 LAPLACE CORR- -1.90 (seconds) DEFLEC99 AE5892 GEOID HEIGHT- -36.80 (meters) GEOID03 AE5892 DYNAMIC HT - 9.898 (meters) 32.47 (feet) COMP AE5892 MODELED GRAV- 979,753.6 (mgal) NAVD 88 AE5892 AE5892 HORZ ORDER - SECOND AE5892 VERT ORDER - SECOND CLASS II AE5892 AE5892.The North Carolina HARNS have been completed but, AE5892.due to contractual restrictions, coordinates for these stations AE5892.will NOT be published in the near future. In the interim, the AE5892.published coordinates in North Carolina will not be AE5892.consistent with the Continuously Operating Reference Stations AE5892.(CORS). The HARN coordinates for these stations are available AE5892.upon request. Contact Gary Thompson(919-733-3836). AE5892. AE5892.In addition, the published North Carolina positions AE5892.(NAD 83 (1986)) are NOT consistent with those determined in AE5892.adjacent state readjustments. The discontinuity between stations AE5892.located in North Carolina and those in adjacent states AE5892.which have been adjusted to the HARN may be as much as 5 AE5892.decimeters. This will result in a significant loss of accuracy AE5892.over lines crossing such state borders. AE5892 AE5892 AE5892.The horizontal coordinates were established by classical geodetic methods AE5892.and adjusted by the National Geodetic Survey in April 1998. AE5892 AE5892.The orthometric height was determined by differential leveling AE5892.and adjusted by the National Geodetic Survey in June 1998. AE5892 AE5892.The Laplace correction was computed from DEFLEC99 derived deflections. AE5892 AE5892.The geoid height was determined by GEOID03. AE5892 AE5892.The dynamic height is computed by dividing the NAVD 88 AE5892.geopotential number by the normal gravity value computed on the AE5892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5892.degrees latitude (g = 980.6199 gals.). AE5892 AE5892.The modeled gravity was interpolated from observed gravity values. AE5892 AE5892; North East Units Scale Factor Converg. AE5892;SPC NC - 187,336.021 788,987.521 MT 0.99987702 +1 08 25.0 AE5892;SPC NC - 614,618.26 2,588,536.56 sFT 0.99987702 +1 08 25.0 AE5892;UTM 18 - 3,921,800.710 316,216.078 MT 1.00001626 -1 10 25.2 AE5892 AE5892! - Elev Factor x Scale Factor = Combined Factor AE5892!SPC NC - 1.00000422 x 0.99987702 = 0.99988124 AE5892!UTM 18 - 1.00000422 x 1.00001626 = 1.00002048 AE5892 AE5892 SUPERSEDED SURVEY CONTROL AE5892 AE5892 NGVD 29 (04/29/98) 10.23 (m) 33.6 (f) LEVELING 3 AE5892 AE5892.Superseded values are not recommended for survey control. AE5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5892.See file dsdata.txt to determine how the superseded data were derived. AE5892 AE5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1621621801(NAD 83) AE5892_MARKER: DH = HORIZONTAL CONTROL DISK AE5892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5892_STAMPING: MADRE 1983 AE5892_MARK LOGO: NCGS AE5892_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5892+STABILITY: SURFACE MOTION AE5892 AE5892 HISTORY - Date Condition Report By AE5892 HISTORY - 1983 MONUMENTED NCGS AE5892 HISTORY - 19900514 GOOD NCGS AE5892 AE5892 STATION DESCRIPTION AE5892 AE5892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5892'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTHWEST OF COXS AE5892'CROSSROADS, AND 12.2 KM (7.60 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC AE5892'33 FOR 9.5 KM (5.90 MI) NORTHWEST FROM THE BLOUNTS CREEK POST OFFICE AE5892'AT COXS CROSSROADS, OR 2.3 KM (1.40 MI) NORTHWEST OF SR 1127. MARK IS AE5892'RECESSED 3 INCHES BELOW GROUND. LOCATED 5.4 M (17.7 FT) NORTHEAST OF AE5892'THE CENTERLINE OF THE HIGHWAY, 44.7 M (146.7 FT) NORTH-NORTHWEST OF AE5892'THE CENTERLINE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, 21.8 M AE5892'(71.5 FT) EAST OF A TELEPHONE PEDESTAL LP11 139--AND 19.6 M (64.3 FT) AE5892'WEST OF A POWER POLE, 72.8 M (238.8 FT) SOUTHEAST OF A POWER AE5892'POLE--BOTH WITH REFERENCE TAGS. AE5892 AE5892 STATION RECOVERY (1990) AE5892 AE5892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5892'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3529 *********************************************************************** EY3529 DESIGNATION - MAOLA EY3529 PID - EY3529 EY3529 STATE/COUNTY- NC/BEAUFORT EY3529 USGS QUAD - SOUTH CREEK (1993) EY3529 EY3529 *CURRENT SURVEY CONTROL EY3529 ___________________________________________________________________ EY3529* NAD 83(1986)- 35 22 10.70621(N) 076 43 45.03962(W) ADJUSTED EY3529* NAVD 88 - 1.200 (meters) 3.94 (feet) ADJUSTED EY3529 ___________________________________________________________________ EY3529 LAPLACE CORR- -0.91 (seconds) DEFLEC99 EY3529 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3529 DYNAMIC HT - 1.198 (meters) 3.93 (feet) COMP EY3529 MODELED GRAV- 979,752.2 (mgal) NAVD 88 EY3529 EY3529 HORZ ORDER - SECOND EY3529 VERT ORDER - SECOND CLASS II EY3529 EY3529.The North Carolina HARNS have been completed but, EY3529.due to contractual restrictions, coordinates for these stations EY3529.will NOT be published in the near future. In the interim, the EY3529.published coordinates in North Carolina will not be EY3529.consistent with the Continuously Operating Reference Stations EY3529.(CORS). The HARN coordinates for these stations are available EY3529.upon request. Contact Gary Thompson(919-733-3836). EY3529. EY3529.In addition, the published North Carolina positions EY3529.(NAD 83 (1986)) are NOT consistent with those determined in EY3529.adjacent state readjustments. The discontinuity between stations EY3529.located in North Carolina and those in adjacent states EY3529.which have been adjusted to the HARN may be as much as 5 EY3529.decimeters. This will result in a significant loss of accuracy EY3529.over lines crossing such state borders. EY3529 EY3529 EY3529.The horizontal coordinates were established by classical geodetic methods EY3529.and adjusted by the National Geodetic Survey in July 1986. EY3529 EY3529.The orthometric height was determined by differential leveling EY3529.and adjusted by the National Geodetic Survey in June 1998. EY3529 EY3529.The Laplace correction was computed from DEFLEC99 derived deflections. EY3529 EY3529.The geoid height was determined by GEOID03. EY3529 EY3529.The dynamic height is computed by dividing the NAVD 88 EY3529.geopotential number by the normal gravity value computed on the EY3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3529.degrees latitude (g = 980.6199 gals.). EY3529 EY3529.The modeled gravity was interpolated from observed gravity values. EY3529 EY3529; North East Units Scale Factor Converg. EY3529;SPC NC - 182,026.798 815,920.038 MT 0.99987470 +1 18 38.3 EY3529;SPC NC - 597,199.59 2,676,897.66 sFT 0.99987470 +1 18 38.3 EY3529;UTM 18 - 3,915,408.408 342,914.613 MT 0.99990410 -1 00 04.1 EY3529 EY3529! - Elev Factor x Scale Factor = Combined Factor EY3529!SPC NC - 1.00000565 x 0.99987470 = 0.99988035 EY3529!UTM 18 - 1.00000565 x 0.99990410 = 0.99990975 EY3529 EY3529: Primary Azimuth Mark Grid Az EY3529:SPC NC - HALL 027 03 29.5 EY3529:UTM 18 - HALL 029 22 11.9 EY3529 EY3529|---------------------------------------------------------------------| EY3529| PID Reference Object Distance Geod. Az | EY3529| dddmmss.s | EY3529| EY3519 HALL APPROX. 0.7 KM 0282207.8 | EY3529| EY3521 HICKORY 389.276 METERS 10930 | EY3529|---------------------------------------------------------------------| EY3529 EY3529 SUPERSEDED SURVEY CONTROL EY3529 EY3529 NAD 27 - 35 22 10.09243(N) 076 43 46.29095(W) AD( ) 2 EY3529 NGVD 29 (04/29/98) 1.55 (m) 5.1 (f) LEVELING 3 EY3529 EY3529.Superseded values are not recommended for survey control. EY3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3529.See file dsdata.txt to determine how the superseded data were derived. EY3529 EY3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4291515408(NAD 83) EY3529_MARKER: DE = TRAVERSE STATION DISK EY3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3529_STAMPING: MAOLA 1969 EY3529_MARK LOGO: NCGS EY3529_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3529+STABILITY: SURFACE MOTION EY3529 EY3529 HISTORY - Date Condition Report By EY3529 HISTORY - 1969 MONUMENTED NCGS EY3529 HISTORY - 19830101 GOOD NCGS EY3529 EY3529 STATION DESCRIPTION EY3529 EY3529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3529'MAOLA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3529'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3529' EY3529'MAOLA IS LOCATED APPROXIMATELY 5.4 MILES NNE OF AURORA. TO EY3529'REACH STATION PROCEED FROM THE INTERSECTION OF FERRY CROSSING EY3529'LANE AND SR 1946 ON THE SOUTH SIDE OF PAMLICO RIVER, GO EAST EY3529'ON SR 1946 FOR 1.2 MILES TO DIRT ROAD LEADING TO PAMLICO EY3529'RIVER. STATION IS ON THE RIGHT SIDE OF THE DIRT ROAD, EY3529'APPROXIMATELY 80 FEET FROM SR 1946. EY3529' EY3529'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3529'MAOLA 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS EY3529'FLUSH WITH THE SURFACE OF THE GROUND. EY3529' EY3529'MARK IS EY3529' EY3529'79.7 FT N OF C/L OF SR 1946 EY3529' EY3529'20.6 FT E OF C/L OF DIRT ROAD EY3529' EY3529'85.6 FT NE OF PP WITH ALUMINUM REF. TAG EY3529' EY3529'60.9 FT SSE OF BRACE POLE WITH ALUMINUM REF. TAG EY3529' EY3529'31.4 FT N OF 6 INCH PINE TREE EY3529 EY3529 STATION RECOVERY (1983) EY3529 EY3529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3529'RECOVERED IN GOOD CONDITION. DELETE THE BRACE POLE REFERENCE, AND THE EY3529'6-INCH PINE IS NOW A 12-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9535 *********************************************************************** AE9535 DESIGNATION - MARBLE AE9535 PID - AE9535 AE9535 STATE/COUNTY- NC/BEAUFORT AE9535 USGS QUAD - WASHINGTON (1983) AE9535 AE9535 *CURRENT SURVEY CONTROL AE9535 ___________________________________________________________________ AE9535* NAD 83(1986)- 35 30 58.19804(N) 077 07 11.14199(W) ADJUSTED AE9535* NAVD 88 - 11.5 (meters) 38. (feet) VERTCON AE9535 ___________________________________________________________________ AE9535 LAPLACE CORR- -2.80 (seconds) DEFLEC99 AE9535 GEOID HEIGHT- -36.58 (meters) GEOID03 AE9535 AE9535 HORZ ORDER - SECOND AE9535 AE9535.The North Carolina HARNS have been completed but, AE9535.due to contractual restrictions, coordinates for these stations AE9535.will NOT be published in the near future. In the interim, the AE9535.published coordinates in North Carolina will not be AE9535.consistent with the Continuously Operating Reference Stations AE9535.(CORS). The HARN coordinates for these stations are available AE9535.upon request. Contact Gary Thompson(919-733-3836). AE9535. AE9535.In addition, the published North Carolina positions AE9535.(NAD 83 (1986)) are NOT consistent with those determined in AE9535.adjacent state readjustments. The discontinuity between stations AE9535.located in North Carolina and those in adjacent states AE9535.which have been adjusted to the HARN may be as much as 5 AE9535.decimeters. This will result in a significant loss of accuracy AE9535.over lines crossing such state borders. AE9535 AE9535 AE9535.The horizontal coordinates were established by classical geodetic methods AE9535.and adjusted by the National Geodetic Survey in April 1998. AE9535 AE9535.The NAVD 88 height was computed by applying the VERTCON shift value to AE9535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9535 AE9535.The Laplace correction was computed from DEFLEC99 derived deflections. AE9535 AE9535.The geoid height was determined by GEOID03. AE9535 AE9535; North East Units Scale Factor Converg. AE9535;SPC NC - 197,536.751 780,129.795 MT 0.99988320 +1 05 06.8 AE9535;SPC NC - 648,085.16 2,559,475.84 sFT 0.99988320 +1 05 06.8 AE9535;UTM 18 - 3,932,352.620 307,776.394 MT 1.00005536 -1 13 54.5 AE9535 AE9535! - Elev Factor x Scale Factor = Combined Factor AE9535!SPC NC - 1.00000393 x 0.99988320 = 0.99988713 AE9535!UTM 18 - 1.00000393 x 1.00005536 = 1.00005929 AE9535 AE9535 SUPERSEDED SURVEY CONTROL AE9535 AE9535 NGVD 29 (04/29/98) 11.9 (m) 39. (f) VERT ANG AE9535 AE9535.Superseded values are not recommended for survey control. AE9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9535.See file dsdata.txt to determine how the superseded data were derived. AE9535 AE9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0777632353(NAD 83) AE9535_MARKER: DH = HORIZONTAL CONTROL DISK AE9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9535_STAMPING: MARBLE 1983 AE9535_MARK LOGO: NCGS AE9535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9535+STABILITY: SURFACE MOTION AE9535 AE9535 HISTORY - Date Condition Report By AE9535 HISTORY - 1983 MONUMENTED NCGS AE9535 HISTORY - 20030301 MARK NOT FOUND USPSQD AE9535 HISTORY - 20040625 MARK NOT FOUND USPSQD AE9535 AE9535 STATION DESCRIPTION AE9535 AE9535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE9535'STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) WEST OF CHOCOWINITY. ALONG AE9535'NC 33 FOR 1.9 KM (1.20 MI) WEST OF US 17, OR 0.2 KM (0.10 MI) WEST OF AE9535'SR 1143, IN THE NORTHWEST CORNER OF THE TRINITY CEMETARY. MARK IS AE9535'RECESSED 3 INCHES BELOW GROUND. LOCATED 16.9 M (55.4 FT) SOUTHWEST OF AE9535'THE CENTERLINE OF NC 33, 14.0 M (45.9 FT) NORTHEAST OF THE CENTER OF AE9535'THE WILLIAM BERNARD WINFILED TOMBSTONE, 18.2 M (59.7 FT) NORTH OF THE AE9535'R.T. WILSON GRAVE MARKER, 11.4 M (37.4 FT) EAST OF AN 18-INCH CEDAR, AE9535'AND 20.9 M (68.6 FT) NORTH-NORTHEAST OF A 36-INCH OAK. AE9535 AE9535 STATION RECOVERY (2003) AE9535 AE9535'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) AE9535'MARK NOT FOUND. AE9535 AE9535 STATION RECOVERY (2004) AE9535 AE9535'RECOVERY NOTE BY US POWER SQUADRON 2004 AE9535'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5902 *********************************************************************** AE5902 DESIGNATION - MARIE AE5902 PID - AE5902 AE5902 STATE/COUNTY- NC/BEAUFORT AE5902 USGS QUAD - EDWARD (1983) AE5902 AE5902 *CURRENT SURVEY CONTROL AE5902 ___________________________________________________________________ AE5902* NAD 83(1986)- 35 22 12.23444(N) 076 57 15.63475(W) ADJUSTED AE5902* NAVD 88 - 9.514 (meters) 31.21 (feet) ADJUSTED AE5902 ___________________________________________________________________ AE5902 LAPLACE CORR- -2.37 (seconds) DEFLEC99 AE5902 GEOID HEIGHT- -36.94 (meters) GEOID03 AE5902 DYNAMIC HT - 9.505 (meters) 31.18 (feet) COMP AE5902 MODELED GRAV- 979,751.5 (mgal) NAVD 88 AE5902 AE5902 HORZ ORDER - SECOND AE5902 VERT ORDER - SECOND CLASS II AE5902 AE5902.The North Carolina HARNS have been completed but, AE5902.due to contractual restrictions, coordinates for these stations AE5902.will NOT be published in the near future. In the interim, the AE5902.published coordinates in North Carolina will not be AE5902.consistent with the Continuously Operating Reference Stations AE5902.(CORS). The HARN coordinates for these stations are available AE5902.upon request. Contact Gary Thompson(919-733-3836). AE5902. AE5902.In addition, the published North Carolina positions AE5902.(NAD 83 (1986)) are NOT consistent with those determined in AE5902.adjacent state readjustments. The discontinuity between stations AE5902.located in North Carolina and those in adjacent states AE5902.which have been adjusted to the HARN may be as much as 5 AE5902.decimeters. This will result in a significant loss of accuracy AE5902.over lines crossing such state borders. AE5902 AE5902 AE5902.The horizontal coordinates were established by classical geodetic methods AE5902.and adjusted by the National Geodetic Survey in April 1998. AE5902 AE5902.The orthometric height was determined by differential leveling AE5902.and adjusted by the National Geodetic Survey in June 1998. AE5902 AE5902.The Laplace correction was computed from DEFLEC99 derived deflections. AE5902 AE5902.The geoid height was determined by GEOID03. AE5902 AE5902.The dynamic height is computed by dividing the NAVD 88 AE5902.geopotential number by the normal gravity value computed on the AE5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5902.degrees latitude (g = 980.6199 gals.). AE5902 AE5902.The modeled gravity was interpolated from observed gravity values. AE5902 AE5902; North East Units Scale Factor Converg. AE5902;SPC NC - 181,629.104 795,464.405 MT 0.99987471 +1 10 50.5 AE5902;SPC NC - 595,894.82 2,609,786.14 sFT 0.99987471 +1 10 50.5 AE5902;UTM 18 - 3,915,836.280 322,458.142 MT 0.99998846 -1 07 53.7 AE5902 AE5902! - Elev Factor x Scale Factor = Combined Factor AE5902!SPC NC - 1.00000430 x 0.99987471 = 0.99987901 AE5902!UTM 18 - 1.00000430 x 0.99998846 = 0.99999276 AE5902 AE5902 SUPERSEDED SURVEY CONTROL AE5902 AE5902 NGVD 29 (04/21/98) 9.83 (m) 32.3 (f) LEVELING 3 AE5902 AE5902.Superseded values are not recommended for survey control. AE5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5902.See file dsdata.txt to determine how the superseded data were derived. AE5902 AE5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2245815836(NAD 83) AE5902_MARKER: DH = HORIZONTAL CONTROL DISK AE5902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5902_STAMPING: MARIE 1983 AE5902_MARK LOGO: NCGS AE5902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5902+STABILITY: SURFACE MOTION AE5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5902+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 AE5902 AE5902 HISTORY - Date Condition Report By AE5902 HISTORY - 1983 MONUMENTED NCGS AE5902 HISTORY - 19860101 GOOD NCGS AE5902 HISTORY - 19900510 GOOD NCGS AE5902 AE5902 STATION DESCRIPTION AE5902 AE5902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5902'STATION IS LOCATED ABOUT 0.2 KM (0.10 MI) WEST-NORTHWEST OF COXS AE5902'CROSSROADS. ALONG NC 33 FOR 0.2 KM (0.10 MI) NORTH FROM THE BLOUNTS AE5902'CREEK POST OFFICE AT COXS CROSSROADS, ON A SMALL BANK, NEAR A POWER AE5902'POLE. MARK IS FLUSH WITH GROUND. LOCATED 8.0 M (26.2 FT) NORTH OF THE AE5902'CENTERLINE OF THE HIGHWAY--AND 3.4 M (11.2 FT) SOUTHEAST OF A POWER AE5902'POLE 260, 20.8 M (68.2 FT) NORTH OF BRACE POST NO 260T, AND 41.4 M AE5902'(135.8 FT) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER--ALL AE5902'THREE WITH REFERENCE TAGS. AE5902 AE5902 STATION RECOVERY (1986) AE5902 AE5902'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) AE5902'RECOVERED AS DESCRIBED. AE5902 AE5902 STATION RECOVERY (1990) AE5902 AE5902'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5902'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2132 *********************************************************************** EY2132 DESIGNATION - MARKET EY2132 PID - EY2132 EY2132 STATE/COUNTY- NC/BEAUFORT EY2132 USGS QUAD - WASHINGTON (1983) EY2132 EY2132 *CURRENT SURVEY CONTROL EY2132 ___________________________________________________________________ EY2132* NAD 83(1986)- 35 33 19.29833(N) 077 02 45.75896(W) ADJUSTED EY2132* NAVD 88 - 2.98 (+/-2cm) 9.8 (feet) VERTCON EY2132 ___________________________________________________________________ EY2132 LAPLACE CORR- -2.09 (seconds) DEFLEC99 EY2132 GEOID HEIGHT- -36.62 (meters) GEOID03 EY2132 EY2132 HORZ ORDER - SECOND EY2132 VERT ORDER - THIRD ? (See Below) EY2132 EY2132.The North Carolina HARNS have been completed but, EY2132.due to contractual restrictions, coordinates for these stations EY2132.will NOT be published in the near future. In the interim, the EY2132.published coordinates in North Carolina will not be EY2132.consistent with the Continuously Operating Reference Stations EY2132.(CORS). The HARN coordinates for these stations are available EY2132.upon request. Contact Gary Thompson(919-733-3836). EY2132. EY2132.In addition, the published North Carolina positions EY2132.(NAD 83 (1986)) are NOT consistent with those determined in EY2132.adjacent state readjustments. The discontinuity between stations EY2132.located in North Carolina and those in adjacent states EY2132.which have been adjusted to the HARN may be as much as 5 EY2132.decimeters. This will result in a significant loss of accuracy EY2132.over lines crossing such state borders. EY2132 EY2132 EY2132.The horizontal coordinates were established by classical geodetic methods EY2132.and adjusted by the National Geodetic Survey in July 1986. EY2132 EY2132.The NAVD 88 height was computed by applying the VERTCON shift value to EY2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2132.The vertical order pertains to the NGVD 29 superseded value. EY2132 EY2132.The Laplace correction was computed from DEFLEC99 derived deflections. EY2132 EY2132.The geoid height was determined by GEOID03. EY2132 EY2132; North East Units Scale Factor Converg. EY2132;SPC NC - 202,013.173 786,729.192 MT 0.99988658 +1 07 40.0 EY2132;SPC NC - 662,771.55 2,581,127.36 sFT 0.99988658 +1 07 40.0 EY2132;UTM 18 - 3,936,559.177 314,552.450 MT 1.00002382 -1 11 24.3 EY2132 EY2132! - Elev Factor x Scale Factor = Combined Factor EY2132!SPC NC - 1.00000528 x 0.99988658 = 0.99989186 EY2132!UTM 18 - 1.00000528 x 1.00002382 = 1.00002910 EY2132 EY2132: Primary Azimuth Mark Grid Az EY2132:SPC NC - WEST 297 27 54.6 EY2132:UTM 18 - WEST 299 46 58.9 EY2132 EY2132|---------------------------------------------------------------------| EY2132| PID Reference Object Distance Geod. Az | EY2132| dddmmss.s | EY2132| EY2141 OAKDALE 412.036 METERS 1213734.7 | EY2132| EY2182 WEST APPROX. 0.8 KM 2983534.6 | EY2132|---------------------------------------------------------------------| EY2132 EY2132 SUPERSEDED SURVEY CONTROL EY2132 EY2132 NAD 27 - 35 33 18.71062(N) 077 02 46.93296(W) AD( ) 2 EY2132 NGVD 29 (07/19/86) 3.31 (m) 10.9 (f) LEVELING 3 EY2132 EY2132.Superseded values are not recommended for survey control. EY2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2132.See file dsdata.txt to determine how the superseded data were derived. EY2132 EY2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1455236559(NAD 83) EY2132_MARKER: DE = TRAVERSE STATION DISK EY2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2132_STAMPING: MARKET 1965 EY2132_MARK LOGO: NCGS EY2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2132+STABILITY: SURFACE MOTION EY2132 EY2132 HISTORY - Date Condition Report By EY2132 HISTORY - 1965 MONUMENTED NCGS EY2132 HISTORY - 1970 SEE DESCRIPTION NCDOT EY2132 EY2132 STATION DESCRIPTION EY2132 EY2132'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2132'MARKET IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY2132'THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2132' EY2132'MARKET IS 1.0 MILE NE OF WASHINGTON. TO REACH STATION FROM EY2132'U.S. 17 AND MAIN ST. AT PAMLICO BRIDGE, GO N ON U.S. 17 FOR 1.4 EY2132'MILES TO W. 15TH ST., TURN RIGHT (E) ON 15TH ST. FOR 1.05 MILE TO EY2132'MARKET ST. STATION IS IN SE CORNER OF WASHINGTON MONUMENT CO. ON EY2132'N SIDE OF W 15TH ST. AND W OF MARKET STREET. EY2132' EY2132'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2132'MARKET 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2132'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2132' EY2132'MARK IS EY2132' EY2132'1.0 FT N OF N CURB OF W. 15TH ST. EY2132' EY2132'55.0 FT N OF PP WITH ALUMINUM REF. TAG. EY2132' EY2132'98.2 FT SE OF PP WITH ALUMINUM REF. TAG ON N SIDE OF W. 15TH ST. EY2132' EY2132'85.9 FT S OF SE CORNER OF BEAUFORT MONUMENT BUILDING. EY2132' EY2132'40.2 FT N OF C/L OF SEWER IN MARKET ST. EY2132' EY2132'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2132 EY2132 STATION RECOVERY (1970) EY2132 EY2132'RECOVERY NOTE BY NC DOT 1970 EY2132'DESTROYED 1970 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4001 *********************************************************************** EY4001 DESIGNATION - MARSH EY4001 PID - EY4001 EY4001 STATE/COUNTY- NC/BEAUFORT EY4001 USGS QUAD - BELHAVEN (1974) EY4001 EY4001 *CURRENT SURVEY CONTROL EY4001 ___________________________________________________________________ EY4001* NAD 83(1986)- 35 31 48.88455(N) 076 31 10.04472(W) ADJUSTED EY4001* NAVD 88 - 1. (meters) 3. (feet) SCALED EY4001 ___________________________________________________________________ EY4001 LAPLACE CORR- -3.31 (seconds) DEFLEC99 EY4001 GEOID HEIGHT- -37.34 (meters) GEOID03 EY4001 EY4001 HORZ ORDER - THIRD EY4001 EY4001.The North Carolina HARNS have been completed but, EY4001.due to contractual restrictions, coordinates for these stations EY4001.will NOT be published in the near future. In the interim, the EY4001.published coordinates in North Carolina will not be EY4001.consistent with the Continuously Operating Reference Stations EY4001.(CORS). The HARN coordinates for these stations are available EY4001.upon request. Contact Gary Thompson(919-733-3836). EY4001. EY4001.In addition, the published North Carolina positions EY4001.(NAD 83 (1986)) are NOT consistent with those determined in EY4001.adjacent state readjustments. The discontinuity between stations EY4001.located in North Carolina and those in adjacent states EY4001.which have been adjusted to the HARN may be as much as 5 EY4001.decimeters. This will result in a significant loss of accuracy EY4001.over lines crossing such state borders. EY4001 EY4001 EY4001.The horizontal coordinates were established by classical geodetic methods EY4001.and adjusted by the National Geodetic Survey in July 1986. EY4001 EY4001.The orthometric height was scaled from a topographic map. EY4001 EY4001.The Laplace correction was computed from DEFLEC99 derived deflections. EY4001 EY4001.The geoid height was determined by GEOID03. EY4001 EY4001; North East Units Scale Factor Converg. EY4001;SPC NC - 200,294.025 834,525.568 MT 0.99988436 +1 25 54.1 EY4001;SPC NC - 657,131.31 2,737,939.30 sFT 0.99988436 +1 25 54.1 EY4001;UTM 18 - 3,932,909.541 362,242.137 MT 0.99983386 -0 52 59.3 EY4001 EY4001! - Elev Factor x Scale Factor = Combined Factor EY4001!SPC NC - 1.00000575 x 0.99988436 = 0.99989011 EY4001!UTM 18 - 1.00000575 x 0.99983386 = 0.99983961 EY4001 EY4001: Primary Azimuth Mark Grid Az EY4001:SPC NC - FERRY 2 196 27 23.6 EY4001:UTM 18 - FERRY 2 198 46 17.0 EY4001 EY4001|---------------------------------------------------------------------| EY4001| PID Reference Object Distance Geod. Az | EY4001| dddmmss.s | EY4001| EY3995 FERRY 2 APPROX. 2.5 KM 1975317.7 | EY4001| EY5216 MARSH RM 14.470 METERS 32616 | EY4001|---------------------------------------------------------------------| EY4001 EY4001 SUPERSEDED SURVEY CONTROL EY4001 EY4001 NAD 27 - 35 31 48.28700(N) 076 31 11.30900(W) AD( ) 3 EY4001 EY4001.Superseded values are not recommended for survey control. EY4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4001.See file dsdata.txt to determine how the superseded data were derived. EY4001 EY4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6224232910(NAD 83) EY4001_MARKER: DS = TRIANGULATION STATION DISK EY4001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY4001_SP_SET: TOP OF METAL PIPE IN CONCRETE EY4001 EY4001 HISTORY - Date Condition Report By EY4001 HISTORY - 1914 MONUMENTED CGS EY4001 HISTORY - 1934 GOOD CGS EY4001 HISTORY - 1949 MARK NOT FOUND CGS EY4001 EY4001 STATION DESCRIPTION EY4001 EY4001'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY4001'STATION IS ON THE N SIDE OF PUNGO RIVER, ON THE FIRST PROMINENT EY4001'POINT E OF UPPER DOWRY CREEK, ON A FAIRLY HARD FRINGE OF GROUND EY4001'ALONG SHORE BETWEEN THE WATER AND THE MARSH BEYOND, NEARER THE EY4001'EASTERN THAN THE WESTERN SIDE OF THE POINT, 6 YARDS N AND 12 EY4001'YARDS W FROM THE SHORE LINE. EY4001' EY4001'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE EY4001'AND CONCRETE. EY4001' EY4001'THE REFERENCE MARK IS 24.86 METERS (81.6 FEET) FROM THE EY4001'STATION N 52 DEG 15 MIN W. EY4001 EY4001 STATION RECOVERY (1934) EY4001 EY4001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB) EY4001'STATION IS ON THE N SIDE OF THE PUNGO RIVER ON FIRST PROMINENT EY4001'POINT E OF THE MOUTH OF UPPER DOWRY CREEK, AND CROOKED EY4001'CREEK. STATION IS LOCATED ON A MARSHY POINT 3 METERS FROM EY4001'SHORE LINE IN A SOUTHERLY DIRECTION AND 4 METERS IN AN EASTERLY EY4001'DIRECTION. UNABLE TO LOCATE REFERENCE MARKS. EY4001 EY4001 STATION RECOVERY (1949) EY4001 EY4001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4001'STATION LOST DUE TO EROSION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5702 *********************************************************************** EY5702 DESIGNATION - MARTY EY5702 PID - EY5702 EY5702 STATE/COUNTY- NC/BEAUFORT EY5702 USGS QUAD - HOKE (1978) EY5702 EY5702 *CURRENT SURVEY CONTROL EY5702 ___________________________________________________________________ EY5702* NAD 83(1986)- 35 42 11.02693(N) 076 45 54.52298(W) ADJUSTED EY5702* NAVD 88 - 12.4 (meters) 41. (feet) VERT ANG EY5702 ___________________________________________________________________ EY5702 LAPLACE CORR- -2.63 (seconds) DEFLEC99 EY5702 GEOID HEIGHT- -36.79 (meters) GEOID03 EY5702 EY5702 HORZ ORDER - SECOND EY5702 EY5702.The North Carolina HARNS have been completed but, EY5702.due to contractual restrictions, coordinates for these stations EY5702.will NOT be published in the near future. In the interim, the EY5702.published coordinates in North Carolina will not be EY5702.consistent with the Continuously Operating Reference Stations EY5702.(CORS). The HARN coordinates for these stations are available EY5702.upon request. Contact Gary Thompson(919-733-3836). EY5702. EY5702.In addition, the published North Carolina positions EY5702.(NAD 83 (1986)) are NOT consistent with those determined in EY5702.adjacent state readjustments. The discontinuity between stations EY5702.located in North Carolina and those in adjacent states EY5702.which have been adjusted to the HARN may be as much as 5 EY5702.decimeters. This will result in a significant loss of accuracy EY5702.over lines crossing such state borders. EY5702 EY5702 EY5702.The horizontal coordinates were established by classical geodetic methods EY5702.and adjusted by the National Geodetic Survey in July 1998. EY5702 EY5702.The orthometric height was determined by vertical angle observations. EY5702 EY5702.The Laplace correction was computed from DEFLEC99 derived deflections. EY5702 EY5702.The geoid height was determined by GEOID03. EY5702 EY5702; North East Units Scale Factor Converg. EY5702;SPC NC - 218,932.418 811,820.045 MT 0.99990353 +1 17 23.6 EY5702;SPC NC - 718,280.77 2,663,446.26 sFT 0.99990353 +1 17 23.6 EY5702;UTM 18 - 3,952,450.412 340,309.283 MT 0.99991425 -1 01 49.2 EY5702 EY5702! - Elev Factor x Scale Factor = Combined Factor EY5702!SPC NC - 1.00000383 x 0.99990353 = 0.99990736 EY5702!UTM 18 - 1.00000383 x 0.99991425 = 0.99991808 EY5702 EY5702 SUPERSEDED SURVEY CONTROL EY5702 EY5702 NAD 83(1986)- 35 42 11.02667(N) 076 45 54.52274(W) AD( ) 2 EY5702 NGVD 29 (12/10/90) 12.7 (m) 42. (f) VERT ANG EY5702 EY5702.Superseded values are not recommended for survey control. EY5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5702.See file dsdata.txt to determine how the superseded data were derived. EY5702 EY5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4030952450(NAD 83) EY5702_MARKER: DE = TRAVERSE STATION DISK EY5702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5702_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5702_STAMPING: MARTY 1978 EY5702_MARK LOGO: NCGS EY5702_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5702+STABILITY: SURFACE MOTION EY5702 EY5702 HISTORY - Date Condition Report By EY5702 HISTORY - 1978 MONUMENTED NCGS EY5702 HISTORY - 19830101 GOOD NCGS EY5702 HISTORY - 1985 GOOD USPSQD EY5702 HISTORY - 19980205 GOOD NCGS EY5702 EY5702 STATION DESCRIPTION EY5702 EY5702'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EY5702'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES NORTHEAST OF PINETOWN EY5702'AND 11.3 MILES SOUTH OF PLYMOUTH. EY5702' EY5702'TO REACH THE STATION FROM THE JUNCTION OF NC 99 WITH NC 32, 5 MILES EY5702'SOUTH OF PLYMOUTH, PROCEED SOUTHERLY ALONG NC 32 FOR 5.8 MILES TO EY5702'STATION ON THE RIGHT, EAST OF MARTY BOWDENS MOBILE HOME, 2 FEET EY5702'LOWER THAN THE HIGHWAY AND 0.2 MILES SOUTHWEST OF THE WASHINGTON- EY5702'BEAUFORT COUNTY LINE. EY5702' EY5702'STATION MARK IS A STANDARD DISK STAMPED---MARTY 1978---,SET IN THE EY5702'TOP OF A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND EY5702'SURFACE. THE MARK IS 32.5 FEET NORTHWEST OF THE CENTERLINE OF NC 32, EY5702'82.5 FEET NORTH-NORTHEAST OF THE NORTH END OF A CULVERT UNDER A EY5702'DRIVEWAY AND 20.2 FEET EAST-SOUTHEAST OF POWER POLE PA199 WITH EY5702'TRANSFORMER, 40.8 FEET SOUTH OF A 10 PINE, 93.2 FEET EAST-NORTHEAST OF EY5702'A 14 INCH PECAN AND 118.9 FEET SOUTHWEST OF A 12 INCH SWEET GUM ALL EY5702'WITH REFERENCE TAGS. EY5702 EY5702 STATION RECOVERY (1983) EY5702 EY5702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY5702'RECOVERED AS DESCRIBED. LOCATED 43.9 FT (13.4 M) SOUTH OF A 10-INCH EY5702'PINE. A DISTANCE OF 6.95 MI (11.18 KM) WAS RECORDED FROM THE EY5702'INTERSECTION OF NC 32 AND NC 99 AS OPPOSED TO 5.8 MI (9.3 KM) IN THE EY5702'ORIGINAL DESCRIPTION. EY5702 EY5702 STATION RECOVERY (1985) EY5702 EY5702'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY5702'RECOVERED IN GOOD CONDITION. EY5702 EY5702 STATION RECOVERY (1998) EY5702 EY5702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EY5702'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3826 *********************************************************************** EY3826 DESIGNATION - MARY EY3826 PID - EY3826 EY3826 STATE/COUNTY- NC/BEAUFORT EY3826 USGS QUAD - AURORA (1993) EY3826 EY3826 *CURRENT SURVEY CONTROL EY3826 ___________________________________________________________________ EY3826* NAD 83(1986)- 35 18 22.23536(N) 076 46 41.26979(W) ADJUSTED EY3826* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3826 ___________________________________________________________________ EY3826 LAPLACE CORR- -1.21 (seconds) DEFLEC99 EY3826 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3826 EY3826 HORZ ORDER - THIRD EY3826 EY3826.The North Carolina HARNS have been completed but, EY3826.due to contractual restrictions, coordinates for these stations EY3826.will NOT be published in the near future. In the interim, the EY3826.published coordinates in North Carolina will not be EY3826.consistent with the Continuously Operating Reference Stations EY3826.(CORS). The HARN coordinates for these stations are available EY3826.upon request. Contact Gary Thompson(919-733-3836). EY3826. EY3826.In addition, the published North Carolina positions EY3826.(NAD 83 (1986)) are NOT consistent with those determined in EY3826.adjacent state readjustments. The discontinuity between stations EY3826.located in North Carolina and those in adjacent states EY3826.which have been adjusted to the HARN may be as much as 5 EY3826.decimeters. This will result in a significant loss of accuracy EY3826.over lines crossing such state borders. EY3826 EY3826 EY3826.The horizontal coordinates were established by classical geodetic methods EY3826.and adjusted by the National Geodetic Survey in July 1986. EY3826 EY3826.The orthometric height was scaled from a topographic map. EY3826 EY3826.The Laplace correction was computed from DEFLEC99 derived deflections. EY3826 EY3826.The geoid height was determined by GEOID03. EY3826 EY3826; North East Units Scale Factor Converg. EY3826;SPC NC - 174,887.665 811,630.672 MT 0.99987304 +1 16 56.6 EY3826;SPC NC - 573,777.28 2,662,824.96 sFT 0.99987304 +1 16 56.6 EY3826;UTM 18 - 3,908,447.775 338,340.675 MT 0.99992207 -1 01 40.4 EY3826 EY3826! - Elev Factor x Scale Factor = Combined Factor EY3826!SPC NC - 1.00000574 x 0.99987304 = 0.99987878 EY3826!UTM 18 - 1.00000574 x 0.99992207 = 0.99992781 EY3826 EY3826: Primary Azimuth Mark Grid Az EY3826:SPC NC - BARREN 324 58 50.1 EY3826:UTM 18 - BARREN 327 17 27.1 EY3826 EY3826|---------------------------------------------------------------------| EY3826| PID Reference Object Distance Geod. Az | EY3826| dddmmss.s | EY3826| EY5217 MARY RM 12.710 METERS 02634 | EY3826| EY3793 AURORA 390.698 METERS 06511 | EY3826| EY3825 LUCKEY 273.740 METERS 13030 | EY3826| EY3824 LOUISE APPROX. 0.6 KM 1773625.3 | EY3826| EY3811 HIGHWAY BRIDGE CEN N TRUSS 175.854 METERS 20628 | EY3826| EY3791 AURORA STACK 451.908 METERS 2414438.0 | EY3826| EY3846 VIVIAN 276.296 METERS 24544 | EY3826| EY3792 AURORA TANK 446.302 METERS 2780530.0 | EY3826| EY3795 BARREN APPROX. 0.6 KM 3261546.7 | EY3826|---------------------------------------------------------------------| EY3826 EY3826 SUPERSEDED SURVEY CONTROL EY3826 EY3826 NAD 27 - 35 18 21.61300(N) 076 46 42.53800(W) AD( ) 3 EY3826 EY3826.Superseded values are not recommended for survey control. EY3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3826.See file dsdata.txt to determine how the superseded data were derived. EY3826 EY3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3834108448(NAD 83) EY3826_MARKER: DS = TRIANGULATION STATION DISK EY3826_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3826_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3826 EY3826 HISTORY - Date Condition Report By EY3826 HISTORY - 1935 MONUMENTED CGS EY3826 HISTORY - 1948 GOOD CGS EY3826 EY3826 STATION DESCRIPTION EY3826 EY3826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3826'STATION IS ON THE E SIDE OF SOUTH CREEK, APPROXIMATELY 150 EY3826'METERS N OF HIGHWAY BRIDGE AT AURORA. STATION IS ON UNSTABLE EY3826'MARSHY GROUND COVERED WITH RUSHES AND SWAIL GRASS APPROXIMATELY EY3826'15 METERS N OF A SMALL DITCH THAT RUNS E AND W 125 METERS ABOVE EY3826'BRIDGE. FROM THE STATION, SHORE LINE IS 25 METERS W. EY3826' EY3826'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3826'8- BY 36-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3826' EY3826'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3826'BY 30-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3826 EY3826 STATION RECOVERY (1948) EY3826 EY3826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3826'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3826'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3826'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3826'ADEQUATE. DISTANCE TO CENTER N. TRUSS HIGHWAY BRIDGE WAS NOT EY3826'MEASURED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4083 *********************************************************************** EY4083 DESIGNATION - MASON EY4083 PID - EY4083 EY4083 STATE/COUNTY- NC/BEAUFORT EY4083 USGS QUAD - PANTEGO (1974) EY4083 EY4083 *CURRENT SURVEY CONTROL EY4083 ___________________________________________________________________ EY4083* NAD 83(1986)- 35 34 54.08880(N) 076 40 08.35872(W) ADJUSTED EY4083* NAVD 88 - 2.811 (meters) 9.22 (feet) ADJUSTED EY4083 ___________________________________________________________________ EY4083 LAPLACE CORR- -2.32 (seconds) DEFLEC99 EY4083 GEOID HEIGHT- -37.05 (meters) GEOID03 EY4083 DYNAMIC HT - 2.808 (meters) 9.21 (feet) COMP EY4083 MODELED GRAV- 979,776.8 (mgal) NAVD 88 EY4083 EY4083 HORZ ORDER - SECOND EY4083 VERT ORDER - SECOND CLASS II EY4083 EY4083.The North Carolina HARNS have been completed but, EY4083.due to contractual restrictions, coordinates for these stations EY4083.will NOT be published in the near future. In the interim, the EY4083.published coordinates in North Carolina will not be EY4083.consistent with the Continuously Operating Reference Stations EY4083.(CORS). The HARN coordinates for these stations are available EY4083.upon request. Contact Gary Thompson(919-733-3836). EY4083. EY4083.In addition, the published North Carolina positions EY4083.(NAD 83 (1986)) are NOT consistent with those determined in EY4083.adjacent state readjustments. The discontinuity between stations EY4083.located in North Carolina and those in adjacent states EY4083.which have been adjusted to the HARN may be as much as 5 EY4083.decimeters. This will result in a significant loss of accuracy EY4083.over lines crossing such state borders. EY4083 EY4083 EY4083.The horizontal coordinates were established by classical geodetic methods EY4083.and adjusted by the National Geodetic Survey in July 1998. EY4083 EY4083.The orthometric height was determined by differential leveling EY4083.and adjusted by the National Geodetic Survey in June 1991. EY4083 EY4083.The Laplace correction was computed from DEFLEC99 derived deflections. EY4083 EY4083.The geoid height was determined by GEOID03. EY4083 EY4083.The dynamic height is computed by dividing the NAVD 88 EY4083.geopotential number by the normal gravity value computed on the EY4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4083.degrees latitude (g = 980.6199 gals.). EY4083 EY4083.The modeled gravity was interpolated from observed gravity values. EY4083 EY4083; North East Units Scale Factor Converg. EY4083;SPC NC - 205,671.141 820,835.286 MT 0.99988912 +1 20 43.4 EY4083;SPC NC - 674,772.74 2,693,023.77 sFT 0.99988912 +1 20 43.4 EY4083;UTM 18 - 3,938,835.269 348,780.699 MT 0.99988180 -0 58 16.7 EY4083 EY4083! - Elev Factor x Scale Factor = Combined Factor EY4083!SPC NC - 1.00000537 x 0.99988912 = 0.99989449 EY4083!UTM 18 - 1.00000537 x 0.99988180 = 0.99988717 EY4083 EY4083 SUPERSEDED SURVEY CONTROL EY4083 EY4083 NAVD 88 (07/14/98) 2.81 (m) 9.2 (f) LEVELING 3 EY4083 EY4083.Superseded values are not recommended for survey control. EY4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4083.See file dsdata.txt to determine how the superseded data were derived. EY4083 EY4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4878138835(NAD 83) EY4083_MARKER: DE = TRAVERSE STATION DISK EY4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4083_SP_SET: CONCRETE POST EY4083_STAMPING: MASON 1982 EY4083_MARK LOGO: NCGS EY4083_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4083+STABILITY: SURFACE MOTION EY4083 EY4083 HISTORY - Date Condition Report By EY4083 HISTORY - 1982 MONUMENTED NCGS EY4083 HISTORY - 19840601 GOOD NCGS EY4083 HISTORY - 1985 GOOD USPSQD EY4083 EY4083 STATION DESCRIPTION EY4083 EY4083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4083'0.8 KM (0.5 MI) SW FROM PANTEGO. EY4083'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTHWEST OF PANTEGO. EY4083'ALONG US 264 FOR 1.1 KM (0.7 MI) WEST FROM THE INTERSECTION WITH NC EY4083'99, OR 0.3 KM (0.2 MI) EAST FROM SR 1628, NEAR A SMALL HOUSE. THE EY4083'STATION IS A STANDARD NCGS DISK STAMPED---MASON 1982---, SET INTO THE EY4083'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5 CM EY4083'BELOW GROUND. LOCATED 12.0 METERS (39.5 FT) SOUTHEAST OF THE EY4083'CENTERLINE OF US 264, 28.8 METERS (94.5 FT) NORTHEAST OF THE EAST END EY4083'OF A CONCRETE DRIVEWAY CULVERT--AND 2.0 METERS (6.7 FT) NORTHWEST OF EY4083'A TELEPHONE POLE (964), 27.3 METERS (89.7 FT) SOUTH OF A 24-INCH EY4083'WHITE OAK--BOTH WITH REFERENCE TAGS. EY4083 EY4083 STATION RECOVERY (1984) EY4083 EY4083'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4083'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) SOUTHWEST OF PANTEGO. ALONG EY4083'US 264 FOR 1.1 KM (0.70 MI) WEST FROM NC 99, OR 0.3 KM (0.20 MI) EAST EY4083'FROM SR 1628, NEAR A SMALL HOUSE. MARK IS RECESSED 2 INCHES BELOW EY4083'GROUND. LOCATED 12.0 M (39.4 FT) SOUTHEAST OF THE CENTERLINE OF US EY4083'264, 28.8 M (94.5 FT) NORTHEAST OF THE EAST END OF A CONCRETE DRIVEWAY EY4083'CULVERT--AND 2.0 M (6.6 FT) NORTHWEST OF A TELEPHONE POLE (964), 27.3 EY4083'M (89.6 FT) SOUTH OF A 24-INCH WHITE OAK--BOTH WITH REFERENCE TAGS. EY4083 EY4083 STATION RECOVERY (1985) EY4083 EY4083'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4083'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4289 *********************************************************************** EY4289 DESIGNATION - MASONIC EY4289 PID - EY4289 EY4289 STATE/COUNTY- NC/BEAUFORT EY4289 USGS QUAD - WASHINGTON (1983) EY4289 EY4289 *CURRENT SURVEY CONTROL EY4289 ___________________________________________________________________ EY4289* NAD 83(1986)- 35 33 15.24407(N) 077 04 00.54362(W) ADJUSTED EY4289* NAVD 88 - 3.46 (+/-2cm) 11.4 (feet) VERTCON EY4289 ___________________________________________________________________ EY4289 LAPLACE CORR- -2.28 (seconds) DEFLEC99 EY4289 GEOID HEIGHT- -36.59 (meters) GEOID03 EY4289 EY4289 HORZ ORDER - SECOND EY4289 VERT ORDER - THIRD ? (See Below) EY4289 EY4289.The North Carolina HARNS have been completed but, EY4289.due to contractual restrictions, coordinates for these stations EY4289.will NOT be published in the near future. In the interim, the EY4289.published coordinates in North Carolina will not be EY4289.consistent with the Continuously Operating Reference Stations EY4289.(CORS). The HARN coordinates for these stations are available EY4289.upon request. Contact Gary Thompson(919-733-3836). EY4289. EY4289.In addition, the published North Carolina positions EY4289.(NAD 83 (1986)) are NOT consistent with those determined in EY4289.adjacent state readjustments. The discontinuity between stations EY4289.located in North Carolina and those in adjacent states EY4289.which have been adjusted to the HARN may be as much as 5 EY4289.decimeters. This will result in a significant loss of accuracy EY4289.over lines crossing such state borders. EY4289 EY4289 EY4289.The horizontal coordinates were established by classical geodetic methods EY4289.and adjusted by the National Geodetic Survey in October 1990. EY4289 EY4289.The NAVD 88 height was computed by applying the VERTCON shift value to EY4289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4289.The vertical order pertains to the NGVD 29 superseded value. EY4289 EY4289.The Laplace correction was computed from DEFLEC99 derived deflections. EY4289 EY4289.The geoid height was determined by GEOID03. EY4289 EY4289; North East Units Scale Factor Converg. EY4289;SPC NC - 201,851.391 784,848.725 MT 0.99988648 +1 06 56.8 EY4289;SPC NC - 662,240.77 2,574,957.86 sFT 0.99988648 +1 06 56.8 EY4289;UTM 18 - 3,936,473.568 312,666.712 MT 1.00003248 -1 12 07.7 EY4289 EY4289! - Elev Factor x Scale Factor = Combined Factor EY4289!SPC NC - 1.00000520 x 0.99988648 = 0.99989168 EY4289!UTM 18 - 1.00000520 x 1.00003248 = 1.00003768 EY4289 EY4289 SUPERSEDED SURVEY CONTROL EY4289 EY4289 NGVD 29 (10/26/90) 3.80 (m) 12.5 (f) LEVELING 3 EY4289 EY4289.Superseded values are not recommended for survey control. EY4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4289.See file dsdata.txt to determine how the superseded data were derived. EY4289 EY4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1266736474(NAD 83) EY4289_MARKER: DE = TRAVERSE STATION DISK EY4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4289_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4289_STAMPING: MASONIC 1979 EY4289_MARK LOGO: NCGS EY4289_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4289+STABILITY: SURFACE MOTION EY4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY4289+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004 EY4289 EY4289 HISTORY - Date Condition Report By EY4289 HISTORY - 1979 MONUMENTED NCGS EY4289 HISTORY - 19910504 GOOD USPSQD EY4289 HISTORY - 19931014 GOOD NCGS EY4289 HISTORY - 20040106 GOOD USPSQD EY4289 EY4289 STATION DESCRIPTION EY4289 EY4289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4289'THE STATION IN LOCATED IN WASHINGTON. EY4289' EY4289'TO REACH STATION FROM INTERSECTION OF US 264 WITH US 17 IN WASHINGTON, EY4289'PROCEED NORTHWEST ALONG US 264 FOR 0.65 MILE TO WILSON STREET AND EY4289'STATION ON THE LEFT. EY4289' EY4289'STATION MARK IS A STANDARD DISK STAMPED---MASONIC 1979---SET IN TOP EY4289'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4289'THE MARK IS 4.0 FEET SOUTHWEST OF SOUTHWEST CURB OF US 264, 42.1 FEET EY4289'SOUTH-SOUTHEAST OF CENTER OF MANHOLE COVER, 12.6 FEET SOUTHEAST OF EY4289'POWER POLE WITH REFERENCE TAG, 10.2 FEET EAST OF 24 INCH SPRUCE AND EY4289'61.6 FEET NORTH OF NORTH CORNER OF BLOCK GROCERY STORE. EY4289 EY4289 STATION RECOVERY (1991) EY4289 EY4289'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4289'RECOVERED IN GOOD CONDITION. EY4289 EY4289 STATION RECOVERY (1993) EY4289 EY4289'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EY4289'RECOVERED AS DESCRIBED. MARK IS FLUSH WITH GROUND. EY4289 EY4289 STATION RECOVERY (2004) EY4289 EY4289'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY4289'LOCATION DESCRIBED INCORRECTLY. REPLACE REFERENCE TO SOUTHWEST WITH EY4289'SOUTHEAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3474 *********************************************************************** EY3474 DESIGNATION - MATT EY3474 PID - EY3474 EY3474 STATE/COUNTY- NC/BEAUFORT EY3474 USGS QUAD - PAMLICO BEACH (1974) EY3474 EY3474 *CURRENT SURVEY CONTROL EY3474 ___________________________________________________________________ EY3474* NAD 83(1986)- 35 25 35.32149(N) 076 35 13.48097(W) ADJUSTED EY3474* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3474 ___________________________________________________________________ EY3474 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EY3474 GEOID HEIGHT- -37.28 (meters) GEOID03 EY3474 EY3474 HORZ ORDER - SECOND EY3474 EY3474.The North Carolina HARNS have been completed but, EY3474.due to contractual restrictions, coordinates for these stations EY3474.will NOT be published in the near future. In the interim, the EY3474.published coordinates in North Carolina will not be EY3474.consistent with the Continuously Operating Reference Stations EY3474.(CORS). The HARN coordinates for these stations are available EY3474.upon request. Contact Gary Thompson(919-733-3836). EY3474. EY3474.In addition, the published North Carolina positions EY3474.(NAD 83 (1986)) are NOT consistent with those determined in EY3474.adjacent state readjustments. The discontinuity between stations EY3474.located in North Carolina and those in adjacent states EY3474.which have been adjusted to the HARN may be as much as 5 EY3474.decimeters. This will result in a significant loss of accuracy EY3474.over lines crossing such state borders. EY3474 EY3474 EY3474.The horizontal coordinates were established by classical geodetic methods EY3474.and adjusted by the National Geodetic Survey in July 1986. EY3474 EY3474.The orthometric height was scaled from a topographic map. EY3474 EY3474.The Laplace correction was computed from DEFLEC99 derived deflections. EY3474 EY3474.The geoid height was determined by GEOID03. EY3474 EY3474; North East Units Scale Factor Converg. EY3474;SPC NC - 188,634.734 828,674.991 MT 0.99987722 +1 23 33.6 EY3474;SPC NC - 618,879.12 2,718,744.53 sFT 0.99987722 +1 23 33.6 EY3474;UTM 18 - 3,921,496.370 355,925.836 MT 0.99985580 -0 55 12.4 EY3474 EY3474! - Elev Factor x Scale Factor = Combined Factor EY3474!SPC NC - 1.00000574 x 0.99987722 = 0.99988296 EY3474!UTM 18 - 1.00000574 x 0.99985580 = 0.99986154 EY3474 EY3474: Primary Azimuth Mark Grid Az EY3474:SPC NC - DAN 341 54 40.5 EY3474:UTM 18 - DAN 344 13 26.5 EY3474 EY3474|---------------------------------------------------------------------| EY3474| PID Reference Object Distance Geod. Az | EY3474| dddmmss.s | EY3474| EY3452 GRASSY POINT BEACON APPROX. 1.5 KM 0745217.1 | EY3474| EY3472 GRASSY 9.384 METERS 13119 | EY3474| EY5222 MATT RM 2 54.230 METERS 24526 | EY3474| EY5221 MATT RM 1 35.520 METERS 29240 | EY3474| EY3471 DAN APPROX. 4.5 KM 3431814.1 | EY3474|---------------------------------------------------------------------| EY3474 EY3474 SUPERSEDED SURVEY CONTROL EY3474 EY3474 NAD 27 - 35 25 34.72000(N) 076 35 14.74300(W) AD( ) 2 EY3474 EY3474.Superseded values are not recommended for survey control. EY3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3474.See file dsdata.txt to determine how the superseded data were derived. EY3474 EY3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5592621496(NAD 83) EY3474_MARKER: DS = TRIANGULATION STATION DISK EY3474_SETTING: 0 = UNSPECIFIED SETTING EY3474 EY3474 HISTORY - Date Condition Report By EY3474 HISTORY - 1933 MONUMENTED CGS EY3474 HISTORY - 1949 MARK NOT FOUND CGS EY3474 EY3474 STATION DESCRIPTION EY3474 EY3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3474'STATION IS ON THE W SIDE OF THE PUNGO RIVER, ON GRASSY POINT, EY3474'ABOUT 2 MILES S OF THE MOUTH OF JORDAN CREEK, ON THE EXTREME EY3474'EASTERLY POINT OF MARSH MAKING OUT FROM THE PINE WOODS. THE OLD EY3474'STATION, GRASSY WAS FOUND OUT IN THE WATER. AND AN OLD 4-INCH EY3474'IRON-PIPE MARKER, WHICH MIGHT BE GRASSY POINT, WAS FOUND IN EY3474'WATER A LITTLE BELOW IT. STATION IS A STANDARD DISK STAMPED EY3474'MATT 1933, IN 8-INCH TILE, WITH A SURROUNDING CONCRETE COLLAR, EY3474'11.5 METERS FROM THE E POINT, 8 METERS FROM SE WATER LINE, AND EY3474'5 METERS FROM THE NORTHERLY WATER LINE. IT IS 32 METERS FROM EY3474'THE TIMBER LINE. SOFT AND STICKY GROUND SEPARATES THE POINT AND EY3474'THE PINE WOODS. EY3474' EY3474'REFERENCE MARKS ARE STAMPED NO. 1 1933, AND NO. 2 1933, EY3474'RESPECTIVELY, AND ARE BOTH IN THE EDGE OF THE WOODS. EY3474' EY3474'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE A 6-INCH EY3474'TILE NW OF THE STATION. REFERENCE MARK NO. 2 IS A STANDARD DISK EY3474'IN A 6- BY 6-INCH SQUARE CONCRETE POST, TOP FLUSH WITH GROUND, EY3474'AND BURIED 3 FEET SW OF THE STATION. EY3474' EY3474'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.4 METERS. EY3474 EY3474 STATION RECOVERY (1949) EY3474 EY3474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3474'STATION MARK HAS BEEN DESTROYED BY EROSION. R.M. 1 WAS RECOVERED EY3474'WITH THE DISK REMOVED. R.M. 2 IS PROBABLY INTACT, BUT WAS NOT EY3474'RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4096 *********************************************************************** EY4096 DESIGNATION - MATTHEWS EY4096 PID - EY4096 EY4096 STATE/COUNTY- NC/BEAUFORT EY4096 USGS QUAD - PANTEGO (1974) EY4096 EY4096 *CURRENT SURVEY CONTROL EY4096 ___________________________________________________________________ EY4096* NAD 83(1986)- 35 31 42.11493(N) 076 44 26.25104(W) ADJUSTED EY4096* NAVD 88 - 3.040 (meters) 9.97 (feet) ADJUSTED EY4096 ___________________________________________________________________ EY4096 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY4096 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4096 DYNAMIC HT - 3.038 (meters) 9.97 (feet) COMP EY4096 MODELED GRAV- 979,764.7 (mgal) NAVD 88 EY4096 EY4096 HORZ ORDER - SECOND EY4096 VERT ORDER - SECOND CLASS II EY4096 EY4096.The North Carolina HARNS have been completed but, EY4096.due to contractual restrictions, coordinates for these stations EY4096.will NOT be published in the near future. In the interim, the EY4096.published coordinates in North Carolina will not be EY4096.consistent with the Continuously Operating Reference Stations EY4096.(CORS). The HARN coordinates for these stations are available EY4096.upon request. Contact Gary Thompson(919-733-3836). EY4096. EY4096.In addition, the published North Carolina positions EY4096.(NAD 83 (1986)) are NOT consistent with those determined in EY4096.adjacent state readjustments. The discontinuity between stations EY4096.located in North Carolina and those in adjacent states EY4096.which have been adjusted to the HARN may be as much as 5 EY4096.decimeters. This will result in a significant loss of accuracy EY4096.over lines crossing such state borders. EY4096 EY4096 EY4096.The horizontal coordinates were established by classical geodetic methods EY4096.and adjusted by the National Geodetic Survey in July 1998. EY4096 EY4096.The orthometric height was determined by differential leveling EY4096.and adjusted by the National Geodetic Survey in June 1991. EY4096 EY4096.The Laplace correction was computed from DEFLEC99 derived deflections. EY4096 EY4096.The geoid height was determined by GEOID03. EY4096 EY4096.The dynamic height is computed by dividing the NAVD 88 EY4096.geopotential number by the normal gravity value computed on the EY4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4096.degrees latitude (g = 980.6199 gals.). EY4096 EY4096.The modeled gravity was interpolated from observed gravity values. EY4096 EY4096; North East Units Scale Factor Converg. EY4096;SPC NC - 199,606.683 814,479.403 MT 0.99988421 +1 18 14.6 EY4096;SPC NC - 654,876.26 2,672,171.17 sFT 0.99988421 +1 18 14.6 EY4096;UTM 18 - 3,933,032.593 342,184.865 MT 0.99990692 -1 00 42.1 EY4096 EY4096! - Elev Factor x Scale Factor = Combined Factor EY4096!SPC NC - 1.00000534 x 0.99988421 = 0.99988954 EY4096!UTM 18 - 1.00000534 x 0.99990692 = 0.99991225 EY4096 EY4096 SUPERSEDED SURVEY CONTROL EY4096 EY4096 NAVD 88 (07/14/98) 3.04 (m) 10.0 (f) LEVELING 3 EY4096 EY4096.Superseded values are not recommended for survey control. EY4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4096.See file dsdata.txt to determine how the superseded data were derived. EY4096 EY4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4218533033(NAD 83) EY4096_MARKER: DE = TRAVERSE STATION DISK EY4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4096_SP_SET: CONCRETE POST EY4096_STAMPING: MATTHEWS 1982 EY4096_MARK LOGO: NCGS EY4096_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4096+STABILITY: SURFACE MOTION EY4096 EY4096 HISTORY - Date Condition Report By EY4096 HISTORY - 1982 MONUMENTED NCGS EY4096 HISTORY - 19840601 GOOD NCGS EY4096 EY4096 STATION DESCRIPTION EY4096 EY4096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4096'10.0 KM (6.2 MI) SW FROM PANTEGO. EY4096'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) SOUTHWEST OF PANTEGO EY4096'AND 28.8 KM (17.9 MI) EAST OF WASHINGTON. IN YEATESVILLE, SOUTHWEST EY4096'OF THE INTERSECTION OF US 264 AND SR 1710, IN FRONT OF A SMALL FRAME EY4096'HOUSE. THE STATION IS A STANDARD NCGS DISK STAMPED---MATTHEWS EY4096'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4096'DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 21.7 METERS (71.2 FT) EY4096'SOUTH OF THE CENTERLINE OF US 264, 6.4 METERS (20.9 FT) NORTHWEST OF EY4096'THE WEST END OF A DRIVEWAY, 16.3 METERS (53.6 FT) NORTHEAST OF THE EY4096'NORTHWEST CORNER OF A 1-STORY FRAME RESIDENCE, 32.3 METERS (106.0 FT) EY4096'EAST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG, AND 41.0 EY4096'METERS (134.4 FT) EAST OF THE NORTHEAST CORNER OF A CHURCH. EY4096 EY4096 STATION RECOVERY (1984) EY4096 EY4096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4096'STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) SOUTHWEST OF PANTEGO AND EY4096'28.8 KM (17.90 MI) EAST OF WASHINGTON. IN YEATESVILLE, SOUTHWEST OF EY4096'THE INTERSECTION OF US 264 AND SR 1710, IN FRONT OF A SMALL FRAME EY4096'HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 21.7 M (71.2 EY4096'FT) SOUTH OF THE CENTERLINE OF US 264, 6.4 M (21.0 FT) NORTHWEST OF EY4096'THE WEST END OF A DRIVEWAY, 16.3 M (53.5 FT) NORTHEAST OF THE EY4096'NORTHWEST CORNER OF A 1-STORY FRAME RESIDENCE, 32.3 M (106.0 FT) EAST EY4096'OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG, AND 41.0 M EY4096'(134.5 FT) EAST OF THE NORTHEAST CORNER OF A CHURCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3945 *********************************************************************** EY3945 DESIGNATION - MAUL POINT 2 EY3945 PID - EY3945 EY3945 STATE/COUNTY- NC/BEAUFORT EY3945 USGS QUAD - BLOUNTS BAY (1993) EY3945 EY3945 *CURRENT SURVEY CONTROL EY3945 ___________________________________________________________________ EY3945* NAD 83(1986)- 35 26 55.14305(N) 076 55 31.98661(W) ADJUSTED EY3945* NAVD 88 - 8. (meters) 26. (feet) SCALED EY3945 ___________________________________________________________________ EY3945 LAPLACE CORR- -2.31 (seconds) DEFLEC99 EY3945 GEOID HEIGHT- -36.90 (meters) GEOID03 EY3945 EY3945 HORZ ORDER - THIRD EY3945 EY3945.The North Carolina HARNS have been completed but, EY3945.due to contractual restrictions, coordinates for these stations EY3945.will NOT be published in the near future. In the interim, the EY3945.published coordinates in North Carolina will not be EY3945.consistent with the Continuously Operating Reference Stations EY3945.(CORS). The HARN coordinates for these stations are available EY3945.upon request. Contact Gary Thompson(919-733-3836). EY3945. EY3945.In addition, the published North Carolina positions EY3945.(NAD 83 (1986)) are NOT consistent with those determined in EY3945.adjacent state readjustments. The discontinuity between stations EY3945.located in North Carolina and those in adjacent states EY3945.which have been adjusted to the HARN may be as much as 5 EY3945.decimeters. This will result in a significant loss of accuracy EY3945.over lines crossing such state borders. EY3945 EY3945 EY3945.The horizontal coordinates were established by classical geodetic methods EY3945.and adjusted by the National Geodetic Survey in July 1986. EY3945 EY3945.The orthometric height was scaled from a topographic map. EY3945 EY3945.The Laplace correction was computed from DEFLEC99 derived deflections. EY3945 EY3945.The geoid height was determined by GEOID03. EY3945 EY3945; North East Units Scale Factor Converg. EY3945;SPC NC - 190,399.344 797,897.754 MT 0.99987847 +1 11 50.3 EY3945;SPC NC - 624,668.51 2,617,769.55 sFT 0.99987847 +1 11 50.3 EY3945;UTM 18 - 3,924,502.071 325,243.806 MT 0.99997636 -1 07 01.4 EY3945 EY3945! - Elev Factor x Scale Factor = Combined Factor EY3945!SPC NC - 1.00000459 x 0.99987847 = 0.99988306 EY3945!UTM 18 - 1.00000459 x 0.99997636 = 0.99998095 EY3945 EY3945: Primary Azimuth Mark Grid Az EY3945:SPC NC - RAGGED POINT 2 055 45 01.5 EY3945:UTM 18 - RAGGED POINT 2 058 03 53.2 EY3945 EY3945|---------------------------------------------------------------------| EY3945| PID Reference Object Distance Geod. Az | EY3945| dddmmss.s | EY3945| EY3929 MAUL POINT LIGHT APPROX. 0.7 KM 0510248.4 | EY3945| EY3932 RAGGED POINT 2 APPROX. 2.2 KM 0565651.8 | EY3945| EY5223 MAUL POINT 2 RM 25.500 METERS 22930 | EY3945|---------------------------------------------------------------------| EY3945 EY3945 SUPERSEDED SURVEY CONTROL EY3945 EY3945 NAD 27 - 35 26 54.55100(N) 076 55 33.17400(W) AD( ) 3 EY3945 EY3945.Superseded values are not recommended for survey control. EY3945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3945.See file dsdata.txt to determine how the superseded data were derived. EY3945 EY3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2524424502(NAD 83) EY3945_MARKER: DS = TRIANGULATION STATION DISK EY3945_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3945_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3945 EY3945 HISTORY - Date Condition Report By EY3945 HISTORY - 1914 MONUMENTED CGS EY3945 HISTORY - 1931 MARK NOT FOUND CGS EY3945 HISTORY - 1933 GOOD CGS EY3945 HISTORY - 1948 GOOD CGS EY3945 EY3945 STATION DESCRIPTION EY3945 EY3945'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3945'STATION IS ON THE S SIDE OF PAMLICO RIVER, AT THE E END OF EY3945'BLOUNT BAY, ON MAULS POINT, JUST INSIDE THE TREE LINE, NEAR THE EY3945'EDGE OF A SMALL CYPRESS SWAMP, 15 YARDS FROM THE WATER LINE. EY3945' EY3945'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3945'CONCRETE, IN THE TOPS OF TILES. EY3945' EY3945'DISTANCE AND AZIMUTHS FROM THE STATION ARE AS FOLLOWS--TO THE EY3945'REFERENCE MARK, 25.50 METERS (83.7 FEET), S 49 DEG 30 MIN W. TO EY3945'MAULS POINT LIGHT, N 51 DEG 03 MIN E. TO A NEARBY HOUSE CHIMNEY EY3945'S 35 DEG 08 MIN E. EY3945 EY3945 STATION RECOVERY (1931) EY3945 EY3945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (WM) EY3945'STATION NOT FOUND. A THOROUGH SEARCH WAS MADE WITH AID OF EY3945'LAND OWNER AND OLD NEGRO, WHO REMEMBERED MARKS AND SIGNAL. THE EY3945'STATION MARK IS PROBABLY COVERED BY SAND, AS SHORE LINE EY3945'APPARENTLY HAS NOT CHANGED TO ANY EXTENT. REFERENCE MARK COULD EY3945'NOT BE FOUND, ALTHOUGH WELL-BACK FROM SHORE. DIRECTION TO EY3945'CHIMNEY OF HOUSE SEEMS TO BE IN ERROR, POSSIBLY BY AN EVEN EY3945'100 DEG. THIS STATION CAN PROBABLY BE RECOVERED BY EXTENSIVE EY3945'DIGGING, OR BY OFFSETTING FROM NEW STATION. EY3945 EY3945 STATION RECOVERY (1933) EY3945 EY3945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3945'STATION WAS FOUND, BUT THE REFERENCE MARK WAS NOT. THE STATION EY3945'WAS IN A FAIRLY SAFE PLACE. BUT A NEW STATION, WITH TWO NEW EY3945'REFERENCE MARKS, WAS ESTABLISHED IN THE SAME LOCATION, THE EY3945'OLD STATION BEING LEFT UNDISTURBED. EY3945' EY3945'THE NEW STATION IS BLOUNT. EY3945 EY3945 STATION RECOVERY (1948) EY3945 EY3945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3945'STATION WAS RECOVERED IN GOOD CONDITION. DISTANCE TO BLOUNT EY3945'MEASURED WITH STEEL TAPE AND FOUND TO BE CORRECT. A THOROUGH EY3945'SEARCH BY A TWO-MAN PARTY FOR 1/2 HOUR FAILED TO FIND A TRACE OF EY3945'THE REFERENCE MARK. THE PUBLISHED DESCRIPTION IS INADEQUATE, EY3945'NEW DESCRIPTION FOLLOWS. EY3945' EY3945'STATION IS 4 INCHES BELOW GROUND, ON THE S SIDE OF THE PAMLICO EY3945'RIVER, AT THE E END OF BLOUNT BAY, ON MAULS POINT, JUST INSIDE EY3945'TREE LINE, IN A SMALL CYPRESS SWAMP, 16.5 METERS FROM MEAN EY3945'HIGH-WATER LINE, AND E OF A PATH. EY3945' EY3945'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 EY3945'AND STATE HIGHWAY 33 AT CHOCOWINITY, GO SE ON STATE HIGHWAY 33 EY3945'TO COX CROSS ROADS. TURN NE (LEFT) ONTO DIRT ROAD AND GO 1.5 EY3945'MILES TO GERARD CHAPEL, CONTINUE STRAIGHT FOR 1.6 MILES TO EY3945'Y-ROAD INTERSECTION, TURN NE FOR 2.6 MILES (PASS BLOUNT CREEK EY3945'BRIDGE ROAD) TO FARMYARD. STATION IS TO NE DOWN PATH FOLLOWING EY3945'DRAIN TO RIVER. EY3945' EY3945'STATION MARK IS A BRONZE DISK SET IN CONCRETE AND IS NOT STAMPED. EY3945' EY3945'DISTANCES FROM THE STATION ARE AS FOLLOWS--TO EY3945'THE REFERENCE MARK, 25.50 METERS (83.7 FEET). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3776 *********************************************************************** EY3776 DESIGNATION - MAX EY3776 PID - EY3776 EY3776 STATE/COUNTY- NC/BEAUFORT EY3776 USGS QUAD - BATH (1993) EY3776 EY3776 *CURRENT SURVEY CONTROL EY3776 ___________________________________________________________________ EY3776* NAD 83(1986)- 35 26 18.21567(N) 076 48 01.52497(W) ADJUSTED EY3776* NAVD 88 - 1.8 (meters) 6. (feet) VERTCON EY3776 ___________________________________________________________________ EY3776 LAPLACE CORR- -1.95 (seconds) DEFLEC99 EY3776 GEOID HEIGHT- -37.10 (meters) GEOID03 EY3776 EY3776 HORZ ORDER - SECOND EY3776 EY3776.The North Carolina HARNS have been completed but, EY3776.due to contractual restrictions, coordinates for these stations EY3776.will NOT be published in the near future. In the interim, the EY3776.published coordinates in North Carolina will not be EY3776.consistent with the Continuously Operating Reference Stations EY3776.(CORS). The HARN coordinates for these stations are available EY3776.upon request. Contact Gary Thompson(919-733-3836). EY3776. EY3776.In addition, the published North Carolina positions EY3776.(NAD 83 (1986)) are NOT consistent with those determined in EY3776.adjacent state readjustments. The discontinuity between stations EY3776.located in North Carolina and those in adjacent states EY3776.which have been adjusted to the HARN may be as much as 5 EY3776.decimeters. This will result in a significant loss of accuracy EY3776.over lines crossing such state borders. EY3776 EY3776 EY3776.The horizontal coordinates were established by classical geodetic methods EY3776.and adjusted by the National Geodetic Survey in July 1986. EY3776 EY3776.The NAVD 88 height was computed by applying the VERTCON shift value to EY3776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3776 EY3776.The Laplace correction was computed from DEFLEC99 derived deflections. EY3776 EY3776.The geoid height was determined by GEOID03. EY3776 EY3776; North East Units Scale Factor Converg. EY3776;SPC NC - 189,506.195 809,278.981 MT 0.99987788 +1 16 10.3 EY3776;SPC NC - 621,738.24 2,655,109.46 sFT 0.99987788 +1 16 10.3 EY3776;UTM 18 - 3,923,150.018 336,580.533 MT 0.99992911 -1 02 39.0 EY3776 EY3776! - Elev Factor x Scale Factor = Combined Factor EY3776!SPC NC - 1.00000555 x 0.99987788 = 0.99988343 EY3776!UTM 18 - 1.00000555 x 0.99992911 = 0.99993466 EY3776 EY3776: Primary Azimuth Mark Grid Az EY3776:SPC NC - LITTLE 295 18 21.3 EY3776:UTM 18 - LITTLE 297 37 10.6 EY3776 EY3776|---------------------------------------------------------------------| EY3776| PID Reference Object Distance Geod. Az | EY3776| dddmmss.s | EY3776| EY3775 LITTLE 498.991 METERS 2963431.6 | EY3776|---------------------------------------------------------------------| EY3776 EY3776 SUPERSEDED SURVEY CONTROL EY3776 EY3776 NAD 27 - 35 26 17.61916(N) 076 48 02.75211(W) AD( ) 2 EY3776 NGVD 29 (07/19/86) 2.1 (m) 7. (f) VERT ANG EY3776 EY3776.Superseded values are not recommended for survey control. EY3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3776.See file dsdata.txt to determine how the superseded data were derived. EY3776 EY3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3658123150(NAD 83) EY3776_MARKER: DE = TRAVERSE STATION DISK EY3776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3776_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3776_STAMPING: MAX 1966 EY3776_MARK LOGO: NCGS EY3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3776+STABILITY: SURFACE MOTION EY3776 EY3776 HISTORY - Date Condition Report By EY3776 HISTORY - 1966 MONUMENTED NCGS EY3776 HISTORY - 1982 MARK NOT FOUND LOCSUR EY3776 EY3776 STATION DESCRIPTION EY3776 EY3776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3776'MAX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3776'THE VICINITY OF AURORA, NORTH CAROLINA. EY3776' EY3776'MAX IS 0.55 MILES W OF BAYVIEW. LOCATED 0.55 MILES W ALONG EY3776'SR 1746 FROM PAVILION IN BAYVIEW. 0.25 MILES W OF SR 1748. ON EY3776'S SIDE OF SR 1746. AND IN BACK YARD OF PINK COTTAGE NEAR SW EY3776'CORNER OF HOUSE. EY3776' EY3776'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3776'MAX 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3776'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3776' EY3776'MARK IS EY3776' EY3776'7.0 FT SW OF SW CORNER OF PORCH EY3776' EY3776'34.8 FT SE OF 24 INCH PINE WITH ALUMINUM REF. TAG EY3776' EY3776'48.5 FT NE OF 24 INCH PINE WITH ALUMINUM REF. TAG EY3776' EY3776'50.9 FT NW OF 16 INCH PINE WITH ALUMINUM REF. TAG NEXT TO PIER WALK EY3776' EY3776'89.8 FT NW OF SW CORNER OF CONCRETE RETAINER WALL EY3776' EY3776'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3776 EY3776 STATION RECOVERY (1982) EY3776 EY3776'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JLW) EY3776'THE STATION HAS BEEN DESTROYED. THE TOP SIX INCHES OF MONUMENT GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2133 *********************************************************************** EY2133 DESIGNATION - MAY EY2133 PID - EY2133 EY2133 STATE/COUNTY- NC/BEAUFORT EY2133 USGS QUAD - WASHINGTON (1983) EY2133 EY2133 *CURRENT SURVEY CONTROL EY2133 ___________________________________________________________________ EY2133* NAD 83(1986)- 35 30 12.80498(N) 077 02 00.52311(W) ADJUSTED EY2133* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2133 ___________________________________________________________________ EY2133 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2133 GEOID HEIGHT- -36.71 (meters) GEOID03 EY2133 EY2133 HORZ ORDER - THIRD EY2133 EY2133.The North Carolina HARNS have been completed but, EY2133.due to contractual restrictions, coordinates for these stations EY2133.will NOT be published in the near future. In the interim, the EY2133.published coordinates in North Carolina will not be EY2133.consistent with the Continuously Operating Reference Stations EY2133.(CORS). The HARN coordinates for these stations are available EY2133.upon request. Contact Gary Thompson(919-733-3836). EY2133. EY2133.In addition, the published North Carolina positions EY2133.(NAD 83 (1986)) are NOT consistent with those determined in EY2133.adjacent state readjustments. The discontinuity between stations EY2133.located in North Carolina and those in adjacent states EY2133.which have been adjusted to the HARN may be as much as 5 EY2133.decimeters. This will result in a significant loss of accuracy EY2133.over lines crossing such state borders. EY2133 EY2133 EY2133.The horizontal coordinates were established by classical geodetic methods EY2133.and adjusted by the National Geodetic Survey in July 1986. EY2133 EY2133.The orthometric height was scaled from a topographic map. EY2133 EY2133.The Laplace correction was computed from DEFLEC99 derived deflections. EY2133 EY2133.The geoid height was determined by GEOID03. EY2133 EY2133; North East Units Scale Factor Converg. EY2133;SPC NC - 196,289.821 787,981.958 MT 0.99988221 +1 08 06.1 EY2133;SPC NC - 643,994.19 2,585,237.47 sFT 0.99988221 +1 08 06.1 EY2133;UTM 18 - 3,930,789.064 315,572.939 MT 1.00001917 -1 10 52.6 EY2133 EY2133! - Elev Factor x Scale Factor = Combined Factor EY2133!SPC NC - 1.00000581 x 0.99988221 = 0.99988802 EY2133!UTM 18 - 1.00000581 x 1.00001917 = 1.00002498 EY2133 EY2133: Primary Azimuth Mark Grid Az EY2133:SPC NC - CHALK 123 46 13.6 EY2133:UTM 18 - CHALK 126 05 12.3 EY2133 EY2133|---------------------------------------------------------------------| EY2133| PID Reference Object Distance Geod. Az | EY2133| dddmmss.s | EY2133| EY4566 MAY RM 1 14.158 METERS 02532 | EY2133| EY2283 CHALK APPROX. 1.5 KM 1245419.7 | EY2133|---------------------------------------------------------------------| EY2133 EY2133 SUPERSEDED SURVEY CONTROL EY2133 EY2133 NAD 27 - 35 30 12.22000(N) 077 02 01.69900(W) AD( ) 3 EY2133 EY2133.Superseded values are not recommended for survey control. EY2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2133.See file dsdata.txt to determine how the superseded data were derived. EY2133 EY2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1557330789(NAD 83) EY2133_MARKER: DS = TRIANGULATION STATION DISK EY2133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2133_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2133_STAMPING: MAY 1966 EY2133_MARK LOGO: NCGS EY2133_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2133+STABILITY: SURFACE MOTION EY2133 EY2133 HISTORY - Date Condition Report By EY2133 HISTORY - 1935 MONUMENTED CGS EY2133 HISTORY - 1949 POOR CGS EY2133 HISTORY - 19880101 GOOD NCGS EY2133 EY2133 STATION DESCRIPTION EY2133 EY2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2133'THIS STATION IS ON THE N SIDE OF CHOCOWINITY BAY ON WOODED EY2133'POINT OF FAST LAND OPPOSITE SILAS CREEK AND 3/4 MILE NW OF EY2133'FORK POINT. STATION IS 2-1/2 FEET ABOVE HIGH WATER. 2.85 EY2133'METERS, 225 DEG MAGNETIC, FROM BLAZE (3 NAILS) ON 6-INCH 25-FOOT EY2133'GUM TREE ON HIGH-WATER LINE. 12.6 METERS, 286 DEG MAGNETIC, EY2133'FROM GROUP OF SMALL GUM TREES WITH ROOTS IN WATER. 16.3 METERS, EY2133'97 DEG MAGNETIC, FROM 24-INCH 45-FOOT OAK TREE WITH TRIANGULAR EY2133'BLAZE (3 NAILS IN BLAZE). EY2133' EY2133'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2133'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A EY2133'WOODEN POST DRIVEN INTO THE GROUND MARK PROJECTING 8 INCHES. EY2133' EY2133'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET IN EY2133'8- BY 30-INCH TILE PROJECTING 6 INCHES. EY2133 EY2133 STATION RECOVERY (1949) EY2133 EY2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2133'STATION MARK WAS FOUND LYING ON ITS SIDE IN ABOUT 2.0 FEET EY2133'OF WATER, AND 6.0 FEET S OF THE SHORELINE. THE REFERENCE MARK EY2133'WAS RECOVERED INTACT. EY2133' EY2133'REFERENCE MARK IS 40.0 FEET N OF THE SHORELINE, IN LINE EY2133'WITH A BLAZED 24-INCH OAK AND BLAZED 10-INCH GUM, 56.0 FEET EY2133'NW OF THE OAK, AND 42.0 FEET SE OF THE GUM. IT IS A EY2133'BRONZE REFERENCE DISK, STAMPED MAY NO 1 1935, SET IN CONCRETE EY2133'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE EY2133'GROUND, AND PROJECTS 2 INCHES. EY2133 EY2133 STATION RECOVERY (1988) EY2133 EY2133'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EY2133'MARK IS RECESSED 1 INCH BELOW GROUND AND IS LEVEL WITH ROAD. LOCATED EY2133'4.26 M (13.98 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1912--AND EY2133'14.23 M (46.69 FT) SOUTH OF A TELEPHONE PEDESTAL WITH GUARD POST, 9.9 EY2133'M (32.5 FT) NORTHWEST OF A 6-INCH BEECH, AND 4.93 M (16.17 FT) EY2133'NORTH-NORTHEAST OF AN 8-INCH BEECH--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3530 *********************************************************************** EY3530 DESIGNATION - MAY EY3530 PID - EY3530 EY3530 STATE/COUNTY- NC/BEAUFORT EY3530 USGS QUAD - SOUTH CREEK (1993) EY3530 EY3530 *CURRENT SURVEY CONTROL EY3530 ___________________________________________________________________ EY3530* NAD 83(1986)- 35 18 45.57194(N) 076 43 05.39030(W) ADJUSTED EY3530* NAVD 88 - 2. (meters) 7. (feet) VERTCON EY3530 ___________________________________________________________________ EY3530 LAPLACE CORR- -0.68 (seconds) DEFLEC99 EY3530 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3530 EY3530 HORZ ORDER - SECOND EY3530 EY3530.The North Carolina HARNS have been completed but, EY3530.due to contractual restrictions, coordinates for these stations EY3530.will NOT be published in the near future. In the interim, the EY3530.published coordinates in North Carolina will not be EY3530.consistent with the Continuously Operating Reference Stations EY3530.(CORS). The HARN coordinates for these stations are available EY3530.upon request. Contact Gary Thompson(919-733-3836). EY3530. EY3530.In addition, the published North Carolina positions EY3530.(NAD 83 (1986)) are NOT consistent with those determined in EY3530.adjacent state readjustments. The discontinuity between stations EY3530.located in North Carolina and those in adjacent states EY3530.which have been adjusted to the HARN may be as much as 5 EY3530.decimeters. This will result in a significant loss of accuracy EY3530.over lines crossing such state borders. EY3530 EY3530 EY3530.The horizontal coordinates were established by classical geodetic methods EY3530.and adjusted by the National Geodetic Survey in July 1986. EY3530 EY3530.The NAVD 88 height was computed by applying the VERTCON shift value to EY3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3530 EY3530.The Laplace correction was computed from DEFLEC99 derived deflections. EY3530 EY3530.The geoid height was determined by GEOID03. EY3530 EY3530; North East Units Scale Factor Converg. EY3530;SPC NC - 175,730.267 817,065.813 MT 0.99987315 +1 19 01.2 EY3530;SPC NC - 576,541.72 2,680,656.75 sFT 0.99987315 +1 19 01.2 EY3530;UTM 18 - 3,909,070.615 343,805.574 MT 0.99990066 -0 59 36.1 EY3530 EY3530! - Elev Factor x Scale Factor = Combined Factor EY3530!SPC NC - 1.00000559 x 0.99987315 = 0.99987874 EY3530!UTM 18 - 1.00000559 x 0.99990066 = 0.99990625 EY3530 EY3530: Primary Azimuth Mark Grid Az EY3530:SPC NC - MAYO RM 2 AZIMUTH 085 02 11.4 EY3530:UTM 18 - MAYO RM 2 AZIMUTH 087 20 48.7 EY3530 EY3530|---------------------------------------------------------------------| EY3530| PID Reference Object Distance Geod. Az | EY3530| dddmmss.s | EY3530| EY3532 MAYO RM 2 AZIMUTH 413.137 METERS 0862112.6 | EY3530| EY3535 PIT 267.360 METERS 29946 | EY3530|---------------------------------------------------------------------| EY3530 EY3530 SUPERSEDED SURVEY CONTROL EY3530 EY3530 NAD 27 - 35 18 44.95624(N) 076 43 06.65267(W) AD( ) 2 EY3530 NGVD 29 (07/19/86) 2. (m) 7. (f) VERT ANG EY3530 EY3530.Superseded values are not recommended for survey control. EY3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3530.See file dsdata.txt to determine how the superseded data were derived. EY3530 EY3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4380609071(NAD 83) EY3530_MARKER: DE = TRAVERSE STATION DISK EY3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3530_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3530_STAMPING: MAY 1966 EY3530_MARK LOGO: NCGS EY3530_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3530+STABILITY: SURFACE MOTION EY3530 EY3530 HISTORY - Date Condition Report By EY3530 HISTORY - 1966 MONUMENTED NCGS EY3530 HISTORY - 19830101 GOOD NCGS EY3530 EY3530 STATION DESCRIPTION EY3530 EY3530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3530'MAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3530'THE VICINITY OF AURORA, NORTH CAROLINA. EY3530' EY3530'MAY IS 4.1 MILES NE OF AURORA. LOCATED 0.2 MILES E ALONG SR EY3530'1912 FROM SR 1913. 1.0 MILE SW ALONG SR 1912 FROM SR 1906. AND EY3530'ON S SHOULDER OF SR 1912. EY3530' EY3530'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3530'MAY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3530'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EY3530' EY3530'MARK IS EY3530' EY3530'13.7 FT S OF C/L OF SR 1912 EY3530' EY3530'4.5 FT S OF YELLOW ARROW PAINTED ON SR 1912 EY3530' EY3530'19.7 FT NE OF 12 INCH PINE WITH ALUMINUM REF. TAG EY3530' EY3530'30.3 FT NE OF 14 INCH PINE WITH ALUMINUM REF. TAG EY3530' EY3530'54.4 FT E OF 16 INCH PINE WITH ALUMINUM REF. TAG EY3530' EY3530'160.0 FT E OF END OF S BRIDGE RAIL EY3530' EY3530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3530 EY3530 STATION RECOVERY (1983) EY3530 EY3530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3530'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCES TO THE YELLOW EY3530'ARROW, ALL THREE PINE TREES AND THE BRIDGE RAIL. MARK IS LOCATED 14.2 EY3530'M (46.6 FT) SOUTH OF A TELEPHONE PEDESTAL NO 9N, AND 38.77 M (127.20 EY3530'FT) SOUTHEAST OF THE EAST END OF A CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5894 *********************************************************************** AE5894 DESIGNATION - MAYNE AE5894 PID - AE5894 AE5894 STATE/COUNTY- NC/BEAUFORT AE5894 USGS QUAD - HACKNEY (1983) AE5894 AE5894 *CURRENT SURVEY CONTROL AE5894 ___________________________________________________________________ AE5894* NAD 83(1986)- 35 24 20.41388(N) 077 00 34.26619(W) ADJUSTED AE5894* NAVD 88 - 9.850 (meters) 32.32 (feet) ADJUSTED AE5894 ___________________________________________________________________ AE5894 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AE5894 GEOID HEIGHT- -36.83 (meters) GEOID03 AE5894 DYNAMIC HT - 9.842 (meters) 32.29 (feet) COMP AE5894 MODELED GRAV- 979,753.7 (mgal) NAVD 88 AE5894 AE5894 HORZ ORDER - SECOND AE5894 VERT ORDER - SECOND CLASS II AE5894 AE5894.The North Carolina HARNS have been completed but, AE5894.due to contractual restrictions, coordinates for these stations AE5894.will NOT be published in the near future. In the interim, the AE5894.published coordinates in North Carolina will not be AE5894.consistent with the Continuously Operating Reference Stations AE5894.(CORS). The HARN coordinates for these stations are available AE5894.upon request. Contact Gary Thompson(919-733-3836). AE5894. AE5894.In addition, the published North Carolina positions AE5894.(NAD 83 (1986)) are NOT consistent with those determined in AE5894.adjacent state readjustments. The discontinuity between stations AE5894.located in North Carolina and those in adjacent states AE5894.which have been adjusted to the HARN may be as much as 5 AE5894.decimeters. This will result in a significant loss of accuracy AE5894.over lines crossing such state borders. AE5894 AE5894 AE5894.The horizontal coordinates were established by classical geodetic methods AE5894.and adjusted by the National Geodetic Survey in April 1998. AE5894 AE5894.The orthometric height was determined by differential leveling AE5894.and adjusted by the National Geodetic Survey in June 1998. AE5894 AE5894.The Laplace correction was computed from DEFLEC99 derived deflections. AE5894 AE5894.The geoid height was determined by GEOID03. AE5894 AE5894.The dynamic height is computed by dividing the NAVD 88 AE5894.geopotential number by the normal gravity value computed on the AE5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5894.degrees latitude (g = 980.6199 gals.). AE5894 AE5894.The modeled gravity was interpolated from observed gravity values. AE5894 AE5894; North East Units Scale Factor Converg. AE5894;SPC NC - 185,476.243 790,372.796 MT 0.99987619 +1 08 55.8 AE5894;SPC NC - 608,516.64 2,593,081.41 sFT 0.99987619 +1 08 55.8 AE5894;UTM 18 - 3,919,886.262 317,525.323 MT 1.00001035 -1 09 52.4 AE5894 AE5894! - Elev Factor x Scale Factor = Combined Factor AE5894!SPC NC - 1.00000423 x 0.99987619 = 0.99988042 AE5894!UTM 18 - 1.00000423 x 1.00001035 = 1.00001458 AE5894 AE5894 SUPERSEDED SURVEY CONTROL AE5894 AE5894 NGVD 29 (04/29/98) 10.17 (m) 33.4 (f) LEVELING 3 AE5894 AE5894.Superseded values are not recommended for survey control. AE5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5894.See file dsdata.txt to determine how the superseded data were derived. AE5894 AE5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1752519886(NAD 83) AE5894_MARKER: DH = HORIZONTAL CONTROL DISK AE5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5894_STAMPING: MAYNE 1983 AE5894_MARK LOGO: NCGS AE5894_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5894+STABILITY: SURFACE MOTION AE5894 AE5894 HISTORY - Date Condition Report By AE5894 HISTORY - 1983 MONUMENTED NCGS AE5894 HISTORY - 19900514 GOOD NCGS AE5894 AE5894 STATION DESCRIPTION AE5894 AE5894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5894'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTHWEST OF COXS CROSSROADS AE5894'AND 14.8 KM (9.20 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC 33 FOR 7.1 KM AE5894'(4.40 MI) NORTH OF THE BLOUNTS CREEK POST OFFICE AT COXS CROSSROADS, AE5894'NEAR SR 1117, AND ON THE PROLONGATION OF THE EAST SIDE OF A TWO-STORY AE5894'FRAME HOUSE. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 4.8 M AE5894'(15.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.3 M (69.9 FT) AE5894'EAST OF THE SOUTH END OF A DRIVEWAY CULVERT, 57.9 M (190.0 FT) AE5894'SOUTHEAST OF THE EAST END OF CONCRETE BOX CULVERT, 29.0 M (95.1 FT) AE5894'NORTH-NORTHEAST OF A 36-INCH PECAN, AND 5.0 M (16.4 FT) SOUTHWEST OF A AE5894'POWER POLE WITH A REFERENCE TAG. AE5894 AE5894 STATION RECOVERY (1990) AE5894 AE5894'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5894'RECOVERED AS DESCRIBED. THE 2-STORY HOUSE HAS BEEN DEMOLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3531 *********************************************************************** EY3531 DESIGNATION - MAYO EY3531 PID - EY3531 EY3531 STATE/COUNTY- NC/BEAUFORT EY3531 USGS QUAD - SOUTH CREEK (1993) EY3531 EY3531 *CURRENT SURVEY CONTROL EY3531 ___________________________________________________________________ EY3531* NAD 83(1986)- 35 18 48.44438(N) 076 42 40.60239(W) ADJUSTED EY3531* NAVD 88 - 2. (meters) 7. (feet) VERTCON EY3531 ___________________________________________________________________ EY3531 LAPLACE CORR- -0.66 (seconds) DEFLEC99 EY3531 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3531 EY3531 HORZ ORDER - SECOND EY3531 EY3531.The North Carolina HARNS have been completed but, EY3531.due to contractual restrictions, coordinates for these stations EY3531.will NOT be published in the near future. In the interim, the EY3531.published coordinates in North Carolina will not be EY3531.consistent with the Continuously Operating Reference Stations EY3531.(CORS). The HARN coordinates for these stations are available EY3531.upon request. Contact Gary Thompson(919-733-3836). EY3531. EY3531.In addition, the published North Carolina positions EY3531.(NAD 83 (1986)) are NOT consistent with those determined in EY3531.adjacent state readjustments. The discontinuity between stations EY3531.located in North Carolina and those in adjacent states EY3531.which have been adjusted to the HARN may be as much as 5 EY3531.decimeters. This will result in a significant loss of accuracy EY3531.over lines crossing such state borders. EY3531 EY3531 EY3531.The horizontal coordinates were established by classical geodetic methods EY3531.and adjusted by the National Geodetic Survey in July 1986. EY3531 EY3531.The NAVD 88 height was computed by applying the VERTCON shift value to EY3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3531 EY3531.The Laplace correction was computed from DEFLEC99 derived deflections. EY3531 EY3531.The geoid height was determined by GEOID03. EY3531 EY3531; North East Units Scale Factor Converg. EY3531;SPC NC - 175,833.169 817,689.695 MT 0.99987317 +1 19 15.5 EY3531;SPC NC - 576,879.32 2,682,703.61 sFT 0.99987317 +1 19 15.5 EY3531;UTM 18 - 3,909,148.284 344,433.113 MT 0.99989825 -0 59 21.8 EY3531 EY3531! - Elev Factor x Scale Factor = Combined Factor EY3531!SPC NC - 1.00000559 x 0.99987317 = 0.99987876 EY3531!UTM 18 - 1.00000559 x 0.99989825 = 0.99990384 EY3531 EY3531: Primary Azimuth Mark Grid Az EY3531:SPC NC - SPRING CREEK 075 11 22.3 EY3531:UTM 18 - SPRING CREEK 077 29 59.6 EY3531 EY3531|---------------------------------------------------------------------| EY3531| PID Reference Object Distance Geod. Az | EY3531| dddmmss.s | EY3531| EY5226 MAYO RM 1 40.935 METERS 00916 | EY3531| EY3539 SPRING CREEK APPROX. 5.7 KM 0763037.8 | EY3531| EY3532 MAYO RM 2 AZIMUTH 222.742 METERS 25346 | EY3531| EY5227 MAYO RM 3 28.267 METERS 25522 | EY3531|---------------------------------------------------------------------| EY3531 EY3531 SUPERSEDED SURVEY CONTROL EY3531 EY3531 NAD 27 - 35 18 47.82900(N) 076 42 41.86500(W) AD( ) 2 EY3531 NGVD 29 (07/19/86) 2. (m) 7. (f) VERT ANG EY3531 EY3531.Superseded values are not recommended for survey control. EY3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3531.See file dsdata.txt to determine how the superseded data were derived. EY3531 EY3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4443309148(NAD 83) EY3531_MARKER: DS = TRIANGULATION STATION DISK EY3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3531_STAMPING: MAYO 1935 EY3531_MARK LOGO: CGS EY3531 EY3531 HISTORY - Date Condition Report By EY3531 HISTORY - 1935 MONUMENTED CGS EY3531 HISTORY - 1948 GOOD CGS EY3531 HISTORY - 1965 GOOD NCGS EY3531 HISTORY - 1966 GOOD CGS EY3531 EY3531 STATION DESCRIPTION EY3531 EY3531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3531'STATION IS ABOUT 4 MILES E OF AURORA ON THE PROPERTY OF EY3531'MR. W.H. MAYO. THE STATION IS ON THE E SIDE OF THE ROAD AT EY3531'ABOUT THE POINT OF TANGENCY OF A SHARP LEFT CURVE IN ROAD. THE EY3531'STATION MARK IS ABOUT 50 FEET ESE OF CENTER OF ROAD AND ABOUT EY3531'30 FEET ESE OF EDGE OF E BANK. EY3531' EY3531'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE EY3531'DISKS SET IN CONCRETE AS DESCRIBED. EY3531' EY3531'REFERENCE MARK NO. 1 IS N OF STATION ON E SIDE OF ROAD EY3531'ABOUT 32 FEET ESE OF CENTER OF THE ROAD AND 12 FEET ESE OF EDGE EY3531'OF E BANK. EY3531' EY3531'REFERENCE MARK NO. 2, (AZIMUTH MARK), IS WSW OF STATION NEAR EY3531'HOUSE ON S SIDE OF ROAD. IT IS ABOUT 25 FEET S OF CENTER OF EY3531'ROAD, ABOUT 2-1/2 FEET S OF EDGE OF S BANK, AND 75 FEET W OF EY3531'GASOLINE PUMP WHICH IS ABOUT 45 FEET NNW OF NW CORNER OF HOUSE. EY3531' EY3531'TO REACH STATION FROM AURORA, FOLLOW E ACROSS SOUTH CREEK EY3531'BRIDGE TO 0.8 MILE AT FORK OF ROADS AND TURN LEFT. FOLLOW EY3531'MAIN ROAD E AND NE TO 5.1 MILES AT SHARP CURVE LEFT OF ROAD EY3531'WITH STATION ON RIGHT AT END OF CURVE. EY3531' EY3531'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS. EY3531 EY3531 STATION RECOVERY (1948) EY3531 EY3531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3531'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. THE EY3531'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING EY3531'ADDITIONS--ADD. R.M. 3 IS 74.4 METERS E OF CENTER LINE OF EY3531'BRIDGE OVER W BRANCH OF BOND CREEK, 12 FEET W OF W EDGE OF EY3531'BAY, AND 32 FEET W OF CENTER LINE OF ROAD. EY3531' EY3531'DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND FOUND TO EY3531'BE CORRECT. EY3531 EY3531 STATION RECOVERY (1965) EY3531 EY3531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF) EY3531'MAYO GOOD EY3531' EY3531'RM 1 GOOD EY3531' EY3531'RM 2 AZ. GOOD EY3531' EY3531'RM 3 DID NOT FIND EY3531' EY3531'CHANGE RM 2 TO READ (AZ. MARK) IS SW OF STATION 0.1 MILE. IT IS EY3531'25 FT S OF C/L OF ROAD, APPROXIMATELY 300 FT W OF BRIDGE EY3531'OVER MIDDLE BRANCH OF BOND CREEK. EY3531 EY3531 STATION RECOVERY (1966) EY3531 EY3531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3531'ALL MARKS EXCEPT RM 3 WERE RECOVERED IN GOOD CONDITION. EY3531' EY3531'STATION MARK IS 350 FEET (PACED) SOUTHEAST OF A BRIDGE OVER EY3531'THE EAST BRANCH, AND 250 FEET NORTHEAST OF A BRIDGE OVER THE EY3531'MIDDLE BRANCH OF BOND CREEK, 64 FEET EAST OF THE CENTER OF A EY3531'PAVED ROAD AND 1.2 FEET SOUTH OF A METAL WITNESS POST. IT EY3531'PROJECTS 2 INCHES AND IS IN DENSE BRUSH AND BRIARS. EY3531' EY3531'RM 1 IS 225 FEET SOUTHEAST OF THE BRIDGE OVER THE EAST BRANCH, EY3531'40 FEET EAST OF THE CENTER OF THE PAVED ROAD AND 11 FEET EAST OF EY3531'THE DITCH AT EDGE OF ROAD CLEARING, IN BRUSH AND BRIARS. EY3531' EY3531'RM 2 (AZIMUTH MARK) IS 400 FEET (PACED) WEST OF THE BRIDGE OVER EY3531'THE MIDDLE BRANCH OF BOND CREEK, 23 FEET SOUTH OF CENTER OF THE EY3531'PAVEMENT IN THE ROAD CLEARING. THERE IS NO HOUSE NEARBY AT EY3531'PRESENT. LINE BLOCKED TO STATION BY PINES. EY3531' EY3531'RM 3 WAS NOT RECOVERED. DISTANCE AND ANGLE SHOW IT WAS 1 EY3531'FOOT WEST OF PRESENT EDGE OF PAVEMENT. EY3531' EY3531'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST EY3531'OF AURORA, GO EAST ON STATE HIGHWAY 33 FOR 0.4 MILE TO EY3531'INTERSECTION OF 5 ROADS, TURN 90 DEGREES LEFT AND GO NORTHEAST EY3531'FOR 3.7 MILES TO A SMALL BRIDGE OVER THE WEST BRANCH OF BOND EY3531'CREEK, CONTINUE AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE EY3531'RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO THE STATION ON THE EY3531'RIGHT, BETWEEN TWO BRIDGES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3532 *********************************************************************** EY3532 DESIGNATION - MAYO RM 2 AZIMUTH EY3532 PID - EY3532 EY3532 STATE/COUNTY- NC/BEAUFORT EY3532 USGS QUAD - SOUTH CREEK (1993) EY3532 EY3532 *CURRENT SURVEY CONTROL EY3532 ___________________________________________________________________ EY3532* NAD 83(1986)- 35 18 46.42423(N) 076 42 49.06863(W) ADJUSTED EY3532* NAVD 88 - 2. (meters) 7. (feet) VERTCON EY3532 ___________________________________________________________________ EY3532 LAPLACE CORR- -0.66 (seconds) DEFLEC99 EY3532 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3532 EY3532 HORZ ORDER - SECOND EY3532 EY3532.The North Carolina HARNS have been completed but, EY3532.due to contractual restrictions, coordinates for these stations EY3532.will NOT be published in the near future. In the interim, the EY3532.published coordinates in North Carolina will not be EY3532.consistent with the Continuously Operating Reference Stations EY3532.(CORS). The HARN coordinates for these stations are available EY3532.upon request. Contact Gary Thompson(919-733-3836). EY3532. EY3532.In addition, the published North Carolina positions EY3532.(NAD 83 (1986)) are NOT consistent with those determined in EY3532.adjacent state readjustments. The discontinuity between stations EY3532.located in North Carolina and those in adjacent states EY3532.which have been adjusted to the HARN may be as much as 5 EY3532.decimeters. This will result in a significant loss of accuracy EY3532.over lines crossing such state borders. EY3532 EY3532 EY3532.The horizontal coordinates were established by classical geodetic methods EY3532.and adjusted by the National Geodetic Survey in July 1986. EY3532 EY3532.The NAVD 88 height was computed by applying the VERTCON shift value to EY3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3532 EY3532.The Laplace correction was computed from DEFLEC99 derived deflections. EY3532 EY3532.The geoid height was determined by GEOID03. EY3532 EY3532; North East Units Scale Factor Converg. EY3532;SPC NC - 175,766.008 817,477.349 MT 0.99987316 +1 19 10.6 EY3532;SPC NC - 576,658.98 2,682,006.94 sFT 0.99987316 +1 19 10.6 EY3532;UTM 18 - 3,909,089.737 344,218.227 MT 0.99989908 -0 59 26.7 EY3532 EY3532! - Elev Factor x Scale Factor = Combined Factor EY3532!SPC NC - 1.00000559 x 0.99987316 = 0.99987875 EY3532!UTM 18 - 1.00000559 x 0.99989908 = 0.99990467 EY3532 EY3532: Primary Azimuth Mark Grid Az EY3532:SPC NC - MAY 265 02 11.4 EY3532:UTM 18 - MAY 267 20 48.7 EY3532 EY3532|---------------------------------------------------------------------| EY3532| PID Reference Object Distance Geod. Az | EY3532| dddmmss.s | EY3532| EY3531 MAYO 222.742 METERS 07346 | EY3532| EY3530 MAY 413.137 METERS 2662122.0 | EY3532|---------------------------------------------------------------------| EY3532 EY3532 SUPERSEDED SURVEY CONTROL EY3532 EY3532 NAD 27 - 35 18 45.80868(N) 076 42 50.33115(W) AD( ) 2 EY3532 NGVD 29 (07/19/86) 2. (m) 7. (f) VERT ANG EY3532 EY3532.Superseded values are not recommended for survey control. EY3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3532.See file dsdata.txt to determine how the superseded data were derived. EY3532 EY3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4421809090(NAD 83) EY3532_MARKER: DR = REFERENCE MARK DISK EY3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3532_STAMPING: MAYO NO 2 1935 EY3532_MARK LOGO: CGS EY3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3532+STABILITY: SURFACE MOTION EY3532 EY3532 HISTORY - Date Condition Report By EY3532 HISTORY - 1935 MONUMENTED CGS EY3532 EY3532 STATION DESCRIPTION EY3532 EY3532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EY3532'THE STATION MARK IS 400 FEET (PACED) WEST OF THE BRIDGE OVER EY3532'THE MIDDLE BRANCH OF BOND CREEK, 23 FEET SOUTH OF CENTER OF THE EY3532'PAVEMENT IN THE ROAD CLEARING. THERE IS NO HOUSE NEARBY AT EY3532'PRESENT. LINE BLOCKED TO STATION MAYO BY PINES. EY3532' EY3532'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST EY3532'OF AURORA, GO EAST ON STATE HIGHWAY 33 FOR 0.4 MILE TO EY3532'INTERSECTION OF 5 ROADS, TURN 90 DEGREES LEFT AND GO NORTHEAST EY3532'FOR 3.7 MILES TO A SMALL BRIDGE OVER THE WEST BRANCH OF BOND EY3532'CREEK, CONTINUE AHEAD FOR 0.3 MILE TO THE STATION MARK ON THE EY3532'RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3458 *********************************************************************** EY3458 DESIGNATION - MCCULLOUGH EY3458 PID - EY3458 EY3458 STATE/COUNTY- NC/BEAUFORT EY3458 USGS QUAD - PAMLICO BEACH (1974) EY3458 EY3458 *CURRENT SURVEY CONTROL EY3458 ___________________________________________________________________ EY3458* NAD 83(1986)- 35 25 34.76891(N) 076 37 06.66535(W) ADJUSTED EY3458* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3458 ___________________________________________________________________ EY3458 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3458 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3458 EY3458 HORZ ORDER - SECOND EY3458 EY3458.The North Carolina HARNS have been completed but, EY3458.due to contractual restrictions, coordinates for these stations EY3458.will NOT be published in the near future. In the interim, the EY3458.published coordinates in North Carolina will not be EY3458.consistent with the Continuously Operating Reference Stations EY3458.(CORS). The HARN coordinates for these stations are available EY3458.upon request. Contact Gary Thompson(919-733-3836). EY3458. EY3458.In addition, the published North Carolina positions EY3458.(NAD 83 (1986)) are NOT consistent with those determined in EY3458.adjacent state readjustments. The discontinuity between stations EY3458.located in North Carolina and those in adjacent states EY3458.which have been adjusted to the HARN may be as much as 5 EY3458.decimeters. This will result in a significant loss of accuracy EY3458.over lines crossing such state borders. EY3458 EY3458 EY3458.The horizontal coordinates were established by classical geodetic methods EY3458.and adjusted by the National Geodetic Survey in July 1986. EY3458 EY3458.The orthometric height was scaled from a topographic map. EY3458 EY3458.The Laplace correction was computed from DEFLEC99 derived deflections. EY3458 EY3458.The geoid height was determined by GEOID03. EY3458 EY3458; North East Units Scale Factor Converg. EY3458;SPC NC - 188,548.780 825,821.444 MT 0.99987722 +1 22 28.3 EY3458;SPC NC - 618,597.12 2,709,382.52 sFT 0.99987722 +1 22 28.3 EY3458;UTM 18 - 3,921,525.641 353,071.191 MT 0.99986604 -0 56 18.1 EY3458 EY3458! - Elev Factor x Scale Factor = Combined Factor EY3458!SPC NC - 1.00000574 x 0.99987722 = 0.99988296 EY3458!UTM 18 - 1.00000574 x 0.99986604 = 0.99987178 EY3458 EY3458: Primary Azimuth Mark Grid Az EY3458:SPC NC - MCCULLOUGH RM 3 153 55 50.2 EY3458:UTM 18 - MCCULLOUGH RM 3 156 14 36.6 EY3458 EY3458|---------------------------------------------------------------------| EY3458| PID Reference Object Distance Geod. Az | EY3458| dddmmss.s | EY3458| EY5230 MCCULLOUGH RM 3 1551818.5 | EY3458| EY5229 MCCULLOUGH RM 2 41.855 METERS 18557 | EY3458| EY5228 MCCULLOUGH RM 1 39.115 METERS 29958 | EY3458|---------------------------------------------------------------------| EY3458 EY3458 SUPERSEDED SURVEY CONTROL EY3458 EY3458 NAD 27 - 35 25 34.16900(N) 076 37 07.92100(W) AD( ) 2 EY3458 EY3458.Superseded values are not recommended for survey control. EY3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3458.See file dsdata.txt to determine how the superseded data were derived. EY3458 EY3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5307121526(NAD 83) EY3458_MARKER: DS = TRIANGULATION STATION DISK EY3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3458 EY3458 HISTORY - Date Condition Report By EY3458 HISTORY - 1935 MONUMENTED CGS EY3458 HISTORY - 1949 GOOD CGS EY3458 HISTORY - 1978 GOOD USE EY3458 EY3458 STATION DESCRIPTION EY3458 EY3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3458'STATION IS ABOUT 3 MILES N OF PAMLICO BEACH, 50 FEET E OF CENTER EY3458'OF TOPSOIL HIGHWAY, IN BARNYARD OF MUNROE MC CULLOUGH. EY3458'STATION IS 20 FEET N OF THE BARN AND 25 FEET S OF A EY3458'SMALL DITCH. EY3458' EY3458'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD EY3458'DISKS SET IN CONCRETE. EY3458' EY3458'REFERENCE MARK NO. 1 IS NW OF STATION, 5 METERS W OF EY3458'ROAD. REFERENCE MARK NO. 2 IS SW OF STATION, 5 METERS W OF EY3458'ROAD. REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE S OF EY3458'STATION, 5 METERS W OF THE ROAD, AND IN A BEND IN THE ROAD. EY3458' EY3458'TO REACH FROM BELHAVEN, SET 0.0 AT BANK BUILDING AND GO W ON EY3458'ROUTE 264 TOWARDS WASHINGTON. AT 0.9 MILE TURN LEFT ONTO EY3458'RANSOMVILLE ROAD, AT 4.4 MILES KEEP LEFT, AT 6.5 MILES TURN LEFT EY3458'AT X-ROADS, AT 9.1 MILES KEEP STRAIGHT AT WINSTEADVILLE, AND AT EY3458'12.0 MILES COME TO HOUSE AND STATION ON LEFT. EY3458' EY3458'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS. EY3458 EY3458 STATION RECOVERY (1949) EY3458 EY3458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3458'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY3458'TO R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3458'CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY3458'DESCRIPTION FOLLOWS-- EY3458' EY3458'STATION IS LOCATED 2.9 MILES S OF WINSTEADVILLE, IN THE BARNYARD EY3458'OF MUNROE MC CULLOUGH, 51.3 FEET ENE OF THE CENTER LINE EY3458'OF THE ROAD, 28.9 FEET SW OF THE SW CORNER OF A SMALL BARN. EY3458' EY3458'STATION MARK IS A BRONZE DISK, STAMPED MC CULLOUGH 1935, SET IN EY3458'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES EY3458'ABOVE THE GROUND. EY3458' EY3458'R.M. 1 IS NW OF THE STATION, 23.2 FEET WSW OF THE CENTER LINE EY3458'OF THE ROAD. IT IS A BRONZE DISK, STAMPED MC CULLOUGH NO 1 1935, EY3458'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY3458'6 INCHES ABOVE THE GROUND. EY3458' EY3458'R.M. 2 IS SW OF THE STATION, 21.5 FEET WSW OF THE CENTER LINE EY3458'OF THE ROAD, AND DIRECTLY OPPOSITE THE RESIDENCE OF MUNROE EY3458'MC CULLOUGH. IT IS A BRONZE DISK, STAMPED MC CULLOUGH NO 2 1935, EY3458'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY3458'6 INCHES ABOVE THE GROUND. EY3458' EY3458'R.M. 3 (AZ. MK.) IS 0.25 MILE S OF THE STATION, AT A BEND IN THE EY3458'ROAD, AND 32.0 FEET SW OF THE CENTER LINE OF THE ROAD. A BRONZE EY3458'DISK, STAMPED MC CULLOUGH NO 3 1935, SET IN THE TOP OF A 12-INCH EY3458'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND. EY3458' EY3458'TO REACH THE STATION FROM THE CROSS ROAD AT WINSTEADVILLE, EY3458'TRAVEL DIRT ROAD LEADING S FOR 2.9 MILES TO HOUSE AND STATION EY3458'ON LEFT. EY3458 EY3458 STATION RECOVERY (1978) EY3458 EY3458'RECOVERY NOTE BY US ENGINEERS 1978 (GRN) EY3458'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3554 *********************************************************************** EY3554 DESIGNATION - MCGOWAN EY3554 PID - EY3554 EY3554 STATE/COUNTY- NC/BEAUFORT EY3554 USGS QUAD - RANSOMVILLE (1983) EY3554 EY3554 *CURRENT SURVEY CONTROL EY3554 ___________________________________________________________________ EY3554* NAD 83(1986)- 35 25 34.73171(N) 076 39 48.61152(W) ADJUSTED EY3554* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3554 ___________________________________________________________________ EY3554 LAPLACE CORR- -1.02 (seconds) DEFLEC99 EY3554 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3554 EY3554 HORZ ORDER - SECOND EY3554 EY3554.The North Carolina HARNS have been completed but, EY3554.due to contractual restrictions, coordinates for these stations EY3554.will NOT be published in the near future. In the interim, the EY3554.published coordinates in North Carolina will not be EY3554.consistent with the Continuously Operating Reference Stations EY3554.(CORS). The HARN coordinates for these stations are available EY3554.upon request. Contact Gary Thompson(919-733-3836). EY3554. EY3554.In addition, the published North Carolina positions EY3554.(NAD 83 (1986)) are NOT consistent with those determined in EY3554.adjacent state readjustments. The discontinuity between stations EY3554.located in North Carolina and those in adjacent states EY3554.which have been adjusted to the HARN may be as much as 5 EY3554.decimeters. This will result in a significant loss of accuracy EY3554.over lines crossing such state borders. EY3554 EY3554 EY3554.The horizontal coordinates were established by classical geodetic methods EY3554.and adjusted by the National Geodetic Survey in July 1986. EY3554 EY3554.The orthometric height was scaled from a topographic map. EY3554 EY3554.The Laplace correction was computed from DEFLEC99 derived deflections. EY3554 EY3554.The geoid height was determined by GEOID03. EY3554 EY3554; North East Units Scale Factor Converg. EY3554;SPC NC - 188,450.577 821,737.936 MT 0.99987721 +1 20 54.8 EY3554;SPC NC - 618,274.93 2,695,985.21 sFT 0.99987721 +1 20 54.8 EY3554;UTM 18 - 3,921,592.318 348,987.062 MT 0.99988104 -0 57 52.0 EY3554 EY3554! - Elev Factor x Scale Factor = Combined Factor EY3554!SPC NC - 1.00000574 x 0.99987721 = 0.99988295 EY3554!UTM 18 - 1.00000574 x 0.99988104 = 0.99988678 EY3554 EY3554: Primary Azimuth Mark Grid Az EY3554:SPC NC - MCGOWAN RM 2 039 57 55.5 EY3554:UTM 18 - MCGOWAN RM 2 042 16 42.3 EY3554 EY3554|---------------------------------------------------------------------| EY3554| PID Reference Object Distance Geod. Az | EY3554| dddmmss.s | EY3554| EY5231 MCGOWAN RM 1 43.084 METERS 03059 | EY3554| EY5232 MCGOWAN RM 2 0411850.3 | EY3554| EY5233 MCGOWAN RM 3 41.020 METERS 32703 | EY3554|---------------------------------------------------------------------| EY3554 EY3554 SUPERSEDED SURVEY CONTROL EY3554 EY3554 NAD 27 - 35 25 34.13400(N) 076 39 49.86100(W) AD( ) 2 EY3554 EY3554.Superseded values are not recommended for survey control. EY3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3554.See file dsdata.txt to determine how the superseded data were derived. EY3554 EY3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4898721592(NAD 83) EY3554_MARKER: DS = TRIANGULATION STATION DISK EY3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3554 EY3554 HISTORY - Date Condition Report By EY3554 HISTORY - 1935 MONUMENTED CGS EY3554 HISTORY - 1949 GOOD CGS EY3554 EY3554 STATION DESCRIPTION EY3554 EY3554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3554'STATION IS AT THE N AND E FORKS OF NORTH CREEK, IN THE YARD OF EY3554'MR. MC GOWAN, ABOUT 6 MILES SSW OF BELHAVEN AND ABOUT 5-1/2 MILES EY3554'WNW OF THE JUNCTION OF THE PUNGO AND PAMLICO RIVERS. THE STATION EY3554'IS ABOUT 98 FEET W OF MOST NW CORNER OF HOUSE AND ABOUT 113 FEET EY3554'W OF A 7-FOOT ROUND BRICK CISTERN AND ABOUT 75 FEET S OF PATH EY3554'LEADING W TO E SHORE. EY3554' EY3554'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET EY3554'IN CONCRETE AS DESCRIBED. EY3554' EY3554'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET S OF N FENCE EY3554'AND ABOUT 82 FEET W OF OPEN GATE AND ABOUT 100 FEET NW OF MOST EY3554'NW CORNER OF HOUSE. EY3554' EY3554'REFERENCE MARK NO. 2, (THE AZIMUTH MARK), IS NE OF STATION ABOUT EY3554'0.2 MILE AND ABOUT 375 FEET SE OF ROAD AT NE CORNER OF PLOUGHED EY3554'FIELD. EY3554' EY3554'REFERENCE MARK NO. 3 IS NW OF STATION AND IS ABOUT 20 FEET N EY3554'OF PATH LEADING W TO E SHORE, ABOUT 70 FEET E OF E SHORE AND ABOUT EY3554'26 FEET S OF N FENCE. EY3554' EY3554'TO REACH FROM WASHINGTON, FOLLOW ROUTE 264 E AT 10.1 MILES TURN EY3554'RIGHT AND FOLLOW ROUTE 92 ON THROUGH BATH AND AT 18.5 MILES KEEP EY3554'STRAIGHT ON DIRT ROAD AT SHARP RIGHT TURN OF PAVEMENT, AT 23.9 EY3554'MILES KEEP STRAIGHT AT BURBAGE CROSSROADS. CONTINUE ON THROUGH EY3554'RANSOMVILLE AND AT 25.5 MILES TURN RIGHT ON SIDE ROAD, AND AT EY3554'28.0 MILES REACH HOUSE AND STATION. EY3554' EY3554'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY3554 EY3554 STATION RECOVERY (1949) EY3554 EY3554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3554'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY3554'TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO EY3554'BE CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE EY3554'AZIMUTH MARK WHICH IS NO LONGER IN THE CORNER OF THE FIELD, BUT EY3554'IS IN THE WOODS ON THE E EDGE OF THE FIELD, DIRECTLY OPPOSITE A EY3554'SMALL CEMETERY ALONG THE ROAD, AND 5.0 FEET E OF A BARBED-WIRE EY3554'FENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE8775 *********************************************************************** AE8775 DESIGNATION - MCKREED AZ MK AE8775 PID - AE8775 AE8775 STATE/COUNTY- NC/BEAUFORT AE8775 USGS QUAD - HACKNEY (1983) AE8775 AE8775 *CURRENT SURVEY CONTROL AE8775 ___________________________________________________________________ AE8775* NAD 83(1986)- 35 29 06.75288(N) 077 02 35.35448(W) ADJUSTED AE8775* NAVD 88 - 9.251 (meters) 30.35 (feet) ADJUSTED AE8775 ___________________________________________________________________ AE8775 LAPLACE CORR- -1.82 (seconds) DEFLEC99 AE8775 GEOID HEIGHT- -36.72 (meters) GEOID03 AE8775 DYNAMIC HT - 9.243 (meters) 30.32 (feet) COMP AE8775 MODELED GRAV- 979,753.5 (mgal) NAVD 88 AE8775 AE8775 HORZ ORDER - SECOND AE8775 VERT ORDER - SECOND CLASS II AE8775 AE8775.The North Carolina HARNS have been completed but, AE8775.due to contractual restrictions, coordinates for these stations AE8775.will NOT be published in the near future. In the interim, the AE8775.published coordinates in North Carolina will not be AE8775.consistent with the Continuously Operating Reference Stations AE8775.(CORS). The HARN coordinates for these stations are available AE8775.upon request. Contact Gary Thompson(919-733-3836). AE8775. AE8775.In addition, the published North Carolina positions AE8775.(NAD 83 (1986)) are NOT consistent with those determined in AE8775.adjacent state readjustments. The discontinuity between stations AE8775.located in North Carolina and those in adjacent states AE8775.which have been adjusted to the HARN may be as much as 5 AE8775.decimeters. This will result in a significant loss of accuracy AE8775.over lines crossing such state borders. AE8775 AE8775 AE8775.The horizontal coordinates were established by classical geodetic methods AE8775.and adjusted by the National Geodetic Survey in April 1998. AE8775 AE8775.The orthometric height was determined by differential leveling AE8775.and adjusted by the National Geodetic Survey in May 2000. AE8775 AE8775.The Laplace correction was computed from DEFLEC99 derived deflections. AE8775 AE8775.The geoid height was determined by GEOID03. AE8775 AE8775.The dynamic height is computed by dividing the NAVD 88 AE8775.geopotential number by the normal gravity value computed on the AE8775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8775.degrees latitude (g = 980.6199 gals.). AE8775 AE8775.The modeled gravity was interpolated from observed gravity values. AE8775 AE8775; North East Units Scale Factor Converg. AE8775;SPC NC - 194,237.432 787,144.551 MT 0.99988086 +1 07 46.0 AE8775;SPC NC - 637,260.64 2,582,490.08 sFT 0.99988086 +1 07 46.0 AE8775;UTM 18 - 3,928,771.911 314,653.147 MT 1.00002336 -1 11 10.9 AE8775 AE8775! - Elev Factor x Scale Factor = Combined Factor AE8775!SPC NC - 1.00000431 x 0.99988086 = 0.99988517 AE8775!UTM 18 - 1.00000431 x 1.00002336 = 1.00002767 AE8775 AE8775 SUPERSEDED SURVEY CONTROL AE8775 AE8775 NGVD 29 (04/21/98) 9.6 (m) 31. (f) VERT ANG AE8775 AE8775.Superseded values are not recommended for survey control. AE8775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8775.See file dsdata.txt to determine how the superseded data were derived. AE8775 AE8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1465328772(NAD 83) AE8775_MARKER: DZ = AZIMUTH MARK DISK AE8775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8775_STAMPING: MCKREED 1988 AE8775_MARK LOGO: NCGS AE8775_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE8775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8775+STABILITY: SURFACE MOTION AE8775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8775+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 AE8775 AE8775 HISTORY - Date Condition Report By AE8775 HISTORY - 1988 MONUMENTED NCGS AE8775 HISTORY - 19900510 GOOD NCGS AE8775 AE8775 STATION DESCRIPTION AE8775 AE8775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AE8775'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHEAST OF WASHINGTON AE8775'AND 3.8 MI (6.1 KM) EAST-SOUTHEAST OF CHOCOWINITY.$PROCEED ALONG NC 33 AE8775'FOR 2.30 MI (3.70 KM) EAST FROM US 17 (IN CHOCOWINITY) TO SR 1125, AE8775'THENCE NORTHEAST ALONG SR 1125 FOR 1.83 MI (2.95 KM) TO SR 1123 AND AE8775'STATION IN THE SHOULDER ON PROLONGATION OF NORTH SIDE OF SR 1125.$MARK AE8775'IS LEVEL WITH SR 1123 AND IS RECESSED 3 INCHES BELOW THE GROUND. AE8775'LOCATED 5.50 M (18.04 FT) EAST-NORTHEAST OF THE CENTERLINE OF SR 1123, AE8775'9.05 M (29.69 FT) SOUTH OF A RIGHT OF WAY MONUMENT, 27.90 M (91.54 FT) AE8775'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL (NO 1123 R - 62E), AND 16.90 M AE8775'(55.45 FT) NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. AE8775 AE8775 STATION RECOVERY (1990) AE8775 AE8775'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE8775'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9108 *********************************************************************** AF9108 DESIGNATION - MEEKINS AF9108 PID - AF9108 AF9108 STATE/COUNTY- NC/BEAUFORT AF9108 USGS QUAD - BUNYAN (1974) AF9108 AF9108 *CURRENT SURVEY CONTROL AF9108 ___________________________________________________________________ AF9108* NAD 83(1986)- 35 31 41.59935(N) 076 56 47.94744(W) ADJUSTED AF9108* NAVD 88 - 9.0 (meters) 30. (feet) VERT ANG AF9108 ___________________________________________________________________ AF9108 LAPLACE CORR- -1.94 (seconds) DEFLEC99 AF9108 GEOID HEIGHT- -36.78 (meters) GEOID03 AF9108 AF9108 HORZ ORDER - SECOND AF9108 AF9108.The North Carolina HARNS have been completed but, AF9108.due to contractual restrictions, coordinates for these stations AF9108.will NOT be published in the near future. In the interim, the AF9108.published coordinates in North Carolina will not be AF9108.consistent with the Continuously Operating Reference Stations AF9108.(CORS). The HARN coordinates for these stations are available AF9108.upon request. Contact Gary Thompson(919-733-3836). AF9108. AF9108.In addition, the published North Carolina positions AF9108.(NAD 83 (1986)) are NOT consistent with those determined in AF9108.adjacent state readjustments. The discontinuity between stations AF9108.located in North Carolina and those in adjacent states AF9108.which have been adjusted to the HARN may be as much as 5 AF9108.decimeters. This will result in a significant loss of accuracy AF9108.over lines crossing such state borders. AF9108 AF9108 AF9108.The horizontal coordinates were established by classical geodetic methods AF9108.and adjusted by the National Geodetic Survey in July 1998. AF9108 AF9108.The orthometric height was determined by vertical angle observations. AF9108 AF9108.The Laplace correction was computed from DEFLEC99 derived deflections. AF9108 AF9108.The geoid height was determined by GEOID03. AF9108 AF9108; North East Units Scale Factor Converg. AF9108;SPC NC - 199,184.975 795,800.196 MT 0.99988419 +1 11 06.5 AF9108;SPC NC - 653,492.71 2,610,887.81 sFT 0.99988419 +1 11 06.5 AF9108;UTM 18 - 3,933,366.151 323,502.745 MT 0.99998389 -1 07 53.4 AF9108 AF9108! - Elev Factor x Scale Factor = Combined Factor AF9108!SPC NC - 1.00000436 x 0.99988419 = 0.99988854 AF9108!UTM 18 - 1.00000436 x 0.99998389 = 0.99998825 AF9108 AF9108 SUPERSEDED SURVEY CONTROL AF9108 AF9108.No superseded survey control is available for this station. AF9108 AF9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2350333366(NAD 83) AF9108_MARKER: DE = TRAVERSE STATION DISK AF9108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9108_STAMPING: MEEKINS 1982 AF9108_MARK LOGO: NCGS AF9108_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9108+STABILITY: SURFACE MOTION AF9108 AF9108 HISTORY - Date Condition Report By AF9108 HISTORY - 1982 MONUMENTED NCGS AF9108 AF9108 STATION DESCRIPTION AF9108 AF9108'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9108'STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST-SOUTHEAST OF AF9108'WASHINGTON AND 26.7 KM (16.60 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US AF9108'264 FOR 0.2 KM (0.10 MI) EAST FROM NC 32, OR 0.5 KM (0.30 MI) WEST AF9108'FROM SR 1329, IN THE NORTH SHOULDER, ACROSS FROM A SMALL 1-STORY FRAME AF9108'HOUSE. MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 11.9 M (39.0 AF9108'FT) NORTHEAST OF THE CENTERLINE OF US 264, 38.4 M (126.0 FT) SOUTHEAST AF9108'OF A TELEPHONE POLE, 5.8 M (19.0 FT) NORTHEAST OF THE EAST MOST OF 2 AF9108'MAIL BOXES--AND 6.9 M (22.6 FT) NORTHWEST OF A TELEPHONE POLE (285), AF9108'14.8 M (48.6 FT) SOUTH OF A 4-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3291 *********************************************************************** EY3291 DESIGNATION - MEX EY3291 PID - EY3291 EY3291 STATE/COUNTY- NC/BEAUFORT EY3291 USGS QUAD - PONZER (1983) EY3291 EY3291 *CURRENT SURVEY CONTROL EY3291 ___________________________________________________________________ EY3291* NAD 83(1986)- 35 34 09.72851(N) 076 29 23.20947(W) ADJUSTED EY3291* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3291 ___________________________________________________________________ EY3291 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EY3291 GEOID HEIGHT- -37.39 (meters) GEOID03 EY3291 EY3291 HORZ ORDER - THIRD EY3291 EY3291.The North Carolina HARNS have been completed but, EY3291.due to contractual restrictions, coordinates for these stations EY3291.will NOT be published in the near future. In the interim, the EY3291.published coordinates in North Carolina will not be EY3291.consistent with the Continuously Operating Reference Stations EY3291.(CORS). The HARN coordinates for these stations are available EY3291.upon request. Contact Gary Thompson(919-733-3836). EY3291. EY3291.In addition, the published North Carolina positions EY3291.(NAD 83 (1986)) are NOT consistent with those determined in EY3291.adjacent state readjustments. The discontinuity between stations EY3291.located in North Carolina and those in adjacent states EY3291.which have been adjusted to the HARN may be as much as 5 EY3291.decimeters. This will result in a significant loss of accuracy EY3291.over lines crossing such state borders. EY3291 EY3291 EY3291.The horizontal coordinates were established by classical geodetic methods EY3291.and adjusted by the National Geodetic Survey in July 1986. EY3291 EY3291.The orthometric height was scaled from a topographic map. EY3291 EY3291.The Laplace correction was computed from DEFLEC99 derived deflections. EY3291 EY3291.The geoid height was determined by GEOID03. EY3291 EY3291; North East Units Scale Factor Converg. EY3291;SPC NC - 204,700.544 837,106.184 MT 0.99988791 +1 26 55.8 EY3291;SPC NC - 671,588.37 2,746,405.87 sFT 0.99988791 +1 26 55.8 EY3291;UTM 18 - 3,937,207.970 364,998.499 MT 0.99982459 -0 52 00.2 EY3291 EY3291! - Elev Factor x Scale Factor = Combined Factor EY3291!SPC NC - 1.00000576 x 0.99988791 = 0.99989367 EY3291!UTM 18 - 1.00000576 x 0.99982459 = 0.99983035 EY3291 EY3291: Primary Azimuth Mark Grid Az EY3291:SPC NC - QUEEN 110 50 59.6 EY3291:UTM 18 - QUEEN 113 09 55.6 EY3291 EY3291|---------------------------------------------------------------------| EY3291| PID Reference Object Distance Geod. Az | EY3291| dddmmss.s | EY3291| EY3290 LARGE BROWN HOUSE CHIMNEY APPROX. 1.5 KM 0444534.8 | EY3291| EY3303 QUEEN APPROX. 1.2 KM 1121755.4 | EY3291| EY5241 MEX RM 18.030 METERS 24202 | EY3291|---------------------------------------------------------------------| EY3291 EY3291 SUPERSEDED SURVEY CONTROL EY3291 EY3291 NAD 27 - 35 34 09.12800(N) 076 29 24.47000(W) AD( ) 3 EY3291 EY3291.Superseded values are not recommended for survey control. EY3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3291.See file dsdata.txt to determine how the superseded data were derived. EY3291 EY3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6499837208(NAD 83) EY3291_MARKER: DS = TRIANGULATION STATION DISK EY3291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3291_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3291 EY3291 HISTORY - Date Condition Report By EY3291 HISTORY - 1914 MONUMENTED CGS EY3291 HISTORY - 1934 MARK NOT FOUND CGS EY3291 HISTORY - 1949 MARK NOT FOUND CGS EY3291 EY3291 STATION DESCRIPTION EY3291 EY3291'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3291'STATION IS ON THE W SIDE OF PUNGO RIVER, ABOUT 3/4 MILE BELOW EY3291'THE POINT WHERE THE ROAD FROM LEECHVILLE CROSSES THE RIVER, AT EY3291'THE POINT WHERE THE RIVER WIDENS CONSIDERABLY, ON MARSHY GROUND, EY3291'8 YARDS FROM THE SHORE. THE SHORE LINE AT THIS LOCATION IS EY3291'CURVED SOMEWHAT INWARD. EY3291' EY3291'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE EY3291'AND CONCRETE. EY3291' EY3291'THE REFERENCE MARK IS 18.03 METERS (59.2 FEET) FROM THE STATION EY3291'S 62 DEG 01 MIN W. EY3291 EY3291 STATION RECOVERY (1934) EY3291 EY3291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3291'UNABLE TO LOCATE STATION. PROBABLY DESTROYED BY EROSION OF EY3291'SHORE LINE. EY3291 EY3291 STATION RECOVERY (1949) EY3291 EY3291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3291'STATION LOST. A THOROUGH SEARCH BY TWO MEN WAS MADE FOR THIS EY3291'STATION BUT IT COULD NOT BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4115 *********************************************************************** EY4115 DESIGNATION - MIDWAY EY4115 PID - EY4115 EY4115 STATE/COUNTY- NC/BEAUFORT EY4115 USGS QUAD - BUNYAN (1974) EY4115 EY4115 *CURRENT SURVEY CONTROL EY4115 ___________________________________________________________________ EY4115* NAD 83(1986)- 35 30 43.34371(N) 076 54 07.73413(W) ADJUSTED EY4115* NAVD 88 - 10.132 (meters) 33.24 (feet) ADJUSTED EY4115 ___________________________________________________________________ EY4115 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EY4115 GEOID HEIGHT- -36.86 (meters) GEOID03 EY4115 DYNAMIC HT - 10.124 (meters) 33.22 (feet) COMP EY4115 MODELED GRAV- 979,761.4 (mgal) NAVD 88 EY4115 EY4115 HORZ ORDER - SECOND EY4115 VERT ORDER - SECOND CLASS II EY4115 EY4115.The North Carolina HARNS have been completed but, EY4115.due to contractual restrictions, coordinates for these stations EY4115.will NOT be published in the near future. In the interim, the EY4115.published coordinates in North Carolina will not be EY4115.consistent with the Continuously Operating Reference Stations EY4115.(CORS). The HARN coordinates for these stations are available EY4115.upon request. Contact Gary Thompson(919-733-3836). EY4115. EY4115.In addition, the published North Carolina positions EY4115.(NAD 83 (1986)) are NOT consistent with those determined in EY4115.adjacent state readjustments. The discontinuity between stations EY4115.located in North Carolina and those in adjacent states EY4115.which have been adjusted to the HARN may be as much as 5 EY4115.decimeters. This will result in a significant loss of accuracy EY4115.over lines crossing such state borders. EY4115 EY4115 EY4115.The horizontal coordinates were established by classical geodetic methods EY4115.and adjusted by the National Geodetic Survey in July 1998. EY4115 EY4115.The orthometric height was determined by differential leveling EY4115.and adjusted by the National Geodetic Survey in June 1991. EY4115 EY4115.The Laplace correction was computed from DEFLEC99 derived deflections. EY4115 EY4115.The geoid height was determined by GEOID03. EY4115 EY4115.The dynamic height is computed by dividing the NAVD 88 EY4115.geopotential number by the normal gravity value computed on the EY4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4115.degrees latitude (g = 980.6199 gals.). EY4115 EY4115.The modeled gravity was interpolated from observed gravity values. EY4115 EY4115; North East Units Scale Factor Converg. EY4115;SPC NC - 197,474.556 799,873.162 MT 0.99988287 +1 12 38.9 EY4115;SPC NC - 647,881.11 2,624,250.53 sFT 0.99988287 +1 12 38.9 EY4115;UTM 18 - 3,931,492.343 327,503.621 MT 0.99996669 -1 06 18.7 EY4115 EY4115! - Elev Factor x Scale Factor = Combined Factor EY4115!SPC NC - 1.00000419 x 0.99988287 = 0.99988706 EY4115!UTM 18 - 1.00000419 x 0.99996669 = 0.99997088 EY4115 EY4115 SUPERSEDED SURVEY CONTROL EY4115 EY4115 NAVD 88 (07/14/98) 10.13 (m) 33.2 (f) LEVELING 3 EY4115 EY4115.Superseded values are not recommended for survey control. EY4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4115.See file dsdata.txt to determine how the superseded data were derived. EY4115 EY4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2750431492(NAD 83) EY4115_MARKER: DE = TRAVERSE STATION DISK EY4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4115_SP_SET: CONCRETE POST EY4115_STAMPING: MIDWAY 1982 EY4115_MARK LOGO: NCGS EY4115_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4115+STABILITY: SURFACE MOTION EY4115 EY4115 HISTORY - Date Condition Report By EY4115 HISTORY - 1982 MONUMENTED NCGS EY4115 HISTORY - 19840601 GOOD NCGS EY4115 EY4115 STATION DESCRIPTION EY4115 EY4115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4115'14.6 KM 99.1 MI) ESE FROM WASHINGTON. EY4115'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI) EAST-SOUTHEAST OF EY4115'WASHINGTON AND 23.5 KM (14.6 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4115'264 FOR 4.8 KM (2.95 MI) EAST FROM THE INTERSECTION WITH NC 32, AT EY4115'THE INTERSECTION WITH NC 92, IN THE EAST MOST OF TWO CURBED TRAFFIC EY4115'ISLANDS, ON THE WEST SIDE OF THE SINGLE-LANE WEST BOUND TRAFFIC EXIT EY4115'FROM NC 92 TO US 264, ACROSS FROM A STORE. THE STATION IS A STANDARD EY4115'NCGS DISK STAMPED---MIDWAY 1982---, SET INTO THE TOP OF A ROUND EY4115'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. EY4115'LOCATED 26.9 METERS (88.4 FT) SOUTH OF THE CENTERLINE OF US 264, 1.0 EY4115'METERS (3.4 FT) SOUTHWEST OF THE EDGE OF A TRAFFIC ISLAND, 24.1 EY4115'METERS (79.0 FT) EAST OF A POWER POLE WITH A TRANSFORMER AND A EY4115'REFERENCE TAG, 22.0 METERS (72.2 FT) NORTH OF A CONCRETE DRIVEWAY EY4115'CULVERT, AND 14.1 METERS (46.2 FT) SOUTHEAST OF A HIGHWAY CULVERT. EY4115 EY4115 STATION RECOVERY (1984) EY4115 EY4115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4115'STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) EAST-SOUTHEAST OF EY4115'WASHINGTON AND 23.5 KM (14.60 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4115'264 FOR 4.8 KM (3.00 MI) EAST FROM NC 32, AT NC 92, IN THE EAST MOST EY4115'OF TWO CURBED TRAFFIC ISLANDS, ON THE WEST SIDE OF THE SINGLE-LANE EY4115'WEST BOUND TRAFFIC EXIT FROM NC 92 TO US 264, ACROSS FROM A STORE. EY4115'MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 26.9 M (88.3 FT) SOUTH EY4115'OF THE CENTERLINE OF US 264, 1.0 M (3.3 FT) SOUTHWEST OF THE EDGE OF A EY4115'TRAFFIC ISLAND, 24.1 M (79.1 FT) EAST OF A POWER POLE WITH A EY4115'TRANSFORMER AND A REFERENCE TAG, 22.0 M (72.2 FT) NORTH OF A CONCRETE EY4115'DRIVEWAY CULVERT, AND 14.1 M (46.3 FT) SOUTHEAST OF A HIGHWAY CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4090 *********************************************************************** EY4090 DESIGNATION - MIDYETE EY4090 PID - EY4090 EY4090 STATE/COUNTY- NC/BEAUFORT EY4090 USGS QUAD - PANTEGO (1974) EY4090 EY4090 *CURRENT SURVEY CONTROL EY4090 ___________________________________________________________________ EY4090* NAD 83(1986)- 35 33 06.57488(N) 076 42 14.75870(W) ADJUSTED EY4090* NAVD 88 - 2.266 (meters) 7.43 (feet) ADJUSTED EY4090 ___________________________________________________________________ EY4090 LAPLACE CORR- -2.15 (seconds) DEFLEC99 EY4090 GEOID HEIGHT- -37.04 (meters) GEOID03 EY4090 DYNAMIC HT - 2.264 (meters) 7.43 (feet) COMP EY4090 MODELED GRAV- 979,770.8 (mgal) NAVD 88 EY4090 EY4090 HORZ ORDER - SECOND EY4090 VERT ORDER - SECOND CLASS II EY4090 EY4090.The North Carolina HARNS have been completed but, EY4090.due to contractual restrictions, coordinates for these stations EY4090.will NOT be published in the near future. In the interim, the EY4090.published coordinates in North Carolina will not be EY4090.consistent with the Continuously Operating Reference Stations EY4090.(CORS). The HARN coordinates for these stations are available EY4090.upon request. Contact Gary Thompson(919-733-3836). EY4090. EY4090.In addition, the published North Carolina positions EY4090.(NAD 83 (1986)) are NOT consistent with those determined in EY4090.adjacent state readjustments. The discontinuity between stations EY4090.located in North Carolina and those in adjacent states EY4090.which have been adjusted to the HARN may be as much as 5 EY4090.decimeters. This will result in a significant loss of accuracy EY4090.over lines crossing such state borders. EY4090 EY4090 EY4090.The horizontal coordinates were established by classical geodetic methods EY4090.and adjusted by the National Geodetic Survey in July 1998. EY4090 EY4090.The orthometric height was determined by differential leveling EY4090.and adjusted by the National Geodetic Survey in June 1991. EY4090 EY4090.The Laplace correction was computed from DEFLEC99 derived deflections. EY4090 EY4090.The geoid height was determined by GEOID03. EY4090 EY4090.The dynamic height is computed by dividing the NAVD 88 EY4090.geopotential number by the normal gravity value computed on the EY4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4090.degrees latitude (g = 980.6199 gals.). EY4090 EY4090.The modeled gravity was interpolated from observed gravity values. EY4090 EY4090; North East Units Scale Factor Converg. EY4090;SPC NC - 202,284.701 817,730.742 MT 0.99988626 +1 19 30.5 EY4090;SPC NC - 663,662.39 2,682,838.28 sFT 0.99988626 +1 19 30.5 EY4090;UTM 18 - 3,935,577.076 345,541.818 MT 0.99989400 -0 59 27.7 EY4090 EY4090! - Elev Factor x Scale Factor = Combined Factor EY4090!SPC NC - 1.00000546 x 0.99988626 = 0.99989172 EY4090!UTM 18 - 1.00000546 x 0.99989400 = 0.99989946 EY4090 EY4090 SUPERSEDED SURVEY CONTROL EY4090 EY4090 NAVD 88 (07/14/98) 2.27 (m) 7.4 (f) LEVELING 3 EY4090 EY4090.Superseded values are not recommended for survey control. EY4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4090.See file dsdata.txt to determine how the superseded data were derived. EY4090 EY4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4554235577(NAD 83) EY4090_MARKER: DE = TRAVERSE STATION DISK EY4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4090_SP_SET: CONCRETE POST EY4090_STAMPING: MIDYETE 1982 EY4090_MARK LOGO: NCGS EY4090_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4090+STABILITY: SURFACE MOTION EY4090 EY4090 HISTORY - Date Condition Report By EY4090 HISTORY - 1982 MONUMENTED NCGS EY4090 HISTORY - 19860730 GOOD NCGS EY4090 EY4090 STATION DESCRIPTION EY4090 EY4090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4090'5.6 KM (3.5 MI) SW FROM PANTEGO. EY4090'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF PANTEGO AND EY4090'31.9 KM (19.8 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.7 KM (2.9 EY4090'MI) EAST FROM YEATESVILLE, OR 1.4 KM (0.85 MI) EAST FROM SR 1714, EY4090'NEAR A LARGE HIGHWAY CULVERT. THE STATION IS A STANDARD NCGS DISK EY4090'STAMPED---MIDYETE 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4090'MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 6.2 EY4090'METERS (20.5 FT) NORTHWEST OF THE CENTERLINE OF US 264, 1.9 METERS EY4090'(6.3 FT) SOUTHEAST OF THE SOUTH END OF THE HEADWALL ON THE WEST SIDE EY4090'OF US 264, 12.6 METERS (41.5 FT) NORTHEAST OF A 24-INCH PINE WITH A EY4090'REFERENCE TAG, AND 14.7 METERS (48.3 FT) WEST OF THE NORTH END OF THE EY4090'HEADWALL ON THE EAST SIDE OF US 264. EY4090 EY4090 STATION RECOVERY (1986) EY4090 EY4090'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 EY4090'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHWEST OF PANTEGO AND EY4090'31.9 KM (19.80 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.7 KM (2.90 EY4090'MI) EAST FROM YEATESVILLE, OR 1.4 KM (0.85 MI) EAST FROM SR 1714, NEAR EY4090'A LARGE HIGHWAY CULVERT. MARK IS RECESSED 4 INCHES BELOW GROUND. EY4090'LOCATED 6.2 M (20.3 FT) NORTHWEST OF THE CENTERLINE OF US 264, 1.9 M EY4090'(6.2 FT) SOUTHEAST OF THE SOUTH END OF THE HEADWALL ON THE WEST SIDE EY4090'OF US 264, 12.6 M (41.3 FT) NORTHEAST OF A 24-INCH PINE WITH A EY4090'REFERENCE TAG, AND 14.7 M (48.2 FT) WEST OF THE NORTH END OF THE EY4090'HEADWALL ON THE EAST SIDE OF US 264. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5917 *********************************************************************** AE5917 DESIGNATION - MILLER AE5917 PID - AE5917 AE5917 STATE/COUNTY- NC/BEAUFORT AE5917 USGS QUAD - AURORA (1993) AE5917 AE5917 *CURRENT SURVEY CONTROL AE5917 ___________________________________________________________________ AE5917* NAD 83(1986)- 35 22 20.65016(N) 076 45 59.33269(W) ADJUSTED AE5917* NAVD 88 - 3.037 (meters) 9.96 (feet) ADJUSTED AE5917 ___________________________________________________________________ AE5917 LAPLACE CORR- -1.11 (seconds) DEFLEC99 AE5917 GEOID HEIGHT- -37.20 (meters) GEOID03 AE5917 DYNAMIC HT - 3.034 (meters) 9.95 (feet) COMP AE5917 MODELED GRAV- 979,748.4 (mgal) NAVD 88 AE5917 AE5917 HORZ ORDER - SECOND AE5917 VERT ORDER - SECOND CLASS II AE5917 AE5917.The North Carolina HARNS have been completed but, AE5917.due to contractual restrictions, coordinates for these stations AE5917.will NOT be published in the near future. In the interim, the AE5917.published coordinates in North Carolina will not be AE5917.consistent with the Continuously Operating Reference Stations AE5917.(CORS). The HARN coordinates for these stations are available AE5917.upon request. Contact Gary Thompson(919-733-3836). AE5917. AE5917.In addition, the published North Carolina positions AE5917.(NAD 83 (1986)) are NOT consistent with those determined in AE5917.adjacent state readjustments. The discontinuity between stations AE5917.located in North Carolina and those in adjacent states AE5917.which have been adjusted to the HARN may be as much as 5 AE5917.decimeters. This will result in a significant loss of accuracy AE5917.over lines crossing such state borders. AE5917 AE5917 AE5917.The horizontal coordinates were established by classical geodetic methods AE5917.and adjusted by the National Geodetic Survey in April 1998. AE5917 AE5917.The orthometric height was determined by differential leveling AE5917.and adjusted by the National Geodetic Survey in June 1998. AE5917 AE5917.The Laplace correction was computed from DEFLEC99 derived deflections. AE5917 AE5917.The geoid height was determined by GEOID03. AE5917 AE5917.The dynamic height is computed by dividing the NAVD 88 AE5917.geopotential number by the normal gravity value computed on the AE5917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5917.degrees latitude (g = 980.6199 gals.). AE5917 AE5917.The modeled gravity was interpolated from observed gravity values. AE5917 AE5917; North East Units Scale Factor Converg. AE5917;SPC NC - 182,256.248 812,524.446 MT 0.99987480 +1 17 20.8 AE5917;SPC NC - 597,952.37 2,665,757.29 sFT 0.99987480 +1 17 20.8 AE5917;UTM 18 - 3,915,774.659 339,530.919 MT 0.99991734 -1 01 22.1 AE5917 AE5917! - Elev Factor x Scale Factor = Combined Factor AE5917!SPC NC - 1.00000536 x 0.99987480 = 0.99988016 AE5917!UTM 18 - 1.00000536 x 0.99991734 = 0.99992270 AE5917 AE5917 SUPERSEDED SURVEY CONTROL AE5917 AE5917 NGVD 29 (04/29/98) 3.38 (m) 11.1 (f) LEVELING 3 AE5917 AE5917.Superseded values are not recommended for survey control. AE5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5917.See file dsdata.txt to determine how the superseded data were derived. AE5917 AE5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3953115775(NAD 83) AE5917_MARKER: DH = HORIZONTAL CONTROL DISK AE5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5917_STAMPING: MILLER 1983 AE5917_MARK LOGO: NCGS AE5917_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5917+STABILITY: SURFACE MOTION AE5917 AE5917 HISTORY - Date Condition Report By AE5917 HISTORY - 1983 MONUMENTED NCGS AE5917 AE5917 STATION DESCRIPTION AE5917 AE5917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5917'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTH-NORTHEAST OF AURORA, AE5917'AND 11.9 KM (7.40 MI) EAST-NORTHEAST OF EDWARD. ALONG NC 306 FOR 1.8 AE5917'KM (1.10 MI) SOUTH FROM THE FERRY LOADING DOCK, OR 0.6 KM (0.35 MI) AE5917'NORTH OF THE NORFOLK AND SOUTHERN RAILROAD CROSSING. MARK IS RECESSED AE5917'3 INCHES BELOW GROUND. LOCATED 4.8 M (15.7 FT) NORTHWEST OF THE AE5917'CENTERLINE OF THE HIGHWAY, 39.4 M (129.3 FT) EAST-NORTHEAST OF THE AE5917'EAST END OF A DRIVEWAY CULVERT, 20.6 M (67.6 FT) WEST-NORTHWEST OF A AE5917'6-INCH PINE--AND 47.4 M (155.5 FT) NORTHEAST OF A POWER POLE, 45.6 M AE5917'(149.6 FT) EAST-NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3777 *********************************************************************** EY3777 DESIGNATION - MILLER EY3777 PID - EY3777 EY3777 STATE/COUNTY- NC/BEAUFORT EY3777 USGS QUAD - BATH (1993) EY3777 EY3777 *CURRENT SURVEY CONTROL EY3777 ___________________________________________________________________ EY3777* NAD 83(1986)- 35 26 55.72754(N) 076 49 53.53457(W) ADJUSTED EY3777* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON EY3777 ___________________________________________________________________ EY3777 LAPLACE CORR- -2.54 (seconds) DEFLEC99 EY3777 GEOID HEIGHT- -37.05 (meters) GEOID03 EY3777 EY3777 HORZ ORDER - SECOND EY3777 EY3777.The North Carolina HARNS have been completed but, EY3777.due to contractual restrictions, coordinates for these stations EY3777.will NOT be published in the near future. In the interim, the EY3777.published coordinates in North Carolina will not be EY3777.consistent with the Continuously Operating Reference Stations EY3777.(CORS). The HARN coordinates for these stations are available EY3777.upon request. Contact Gary Thompson(919-733-3836). EY3777. EY3777.In addition, the published North Carolina positions EY3777.(NAD 83 (1986)) are NOT consistent with those determined in EY3777.adjacent state readjustments. The discontinuity between stations EY3777.located in North Carolina and those in adjacent states EY3777.which have been adjusted to the HARN may be as much as 5 EY3777.decimeters. This will result in a significant loss of accuracy EY3777.over lines crossing such state borders. EY3777 EY3777 EY3777.The horizontal coordinates were established by classical geodetic methods EY3777.and adjusted by the National Geodetic Survey in July 1986. EY3777 EY3777.The NAVD 88 height was computed by applying the VERTCON shift value to EY3777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3777 EY3777.The Laplace correction was computed from DEFLEC99 derived deflections. EY3777 EY3777.The geoid height was determined by GEOID03. EY3777 EY3777; North East Units Scale Factor Converg. EY3777;SPC NC - 190,599.719 806,429.674 MT 0.99987848 +1 15 05.7 EY3777;SPC NC - 625,325.91 2,645,761.36 sFT 0.99987848 +1 15 05.7 EY3777;UTM 18 - 3,924,357.755 333,777.539 MT 0.99994050 -1 03 45.0 EY3777 EY3777! - Elev Factor x Scale Factor = Combined Factor EY3777!SPC NC - 1.00000493 x 0.99987848 = 0.99988340 EY3777!UTM 18 - 1.00000493 x 0.99994050 = 0.99994542 EY3777 EY3777: Primary Azimuth Mark Grid Az EY3777:SPC NC - JET 110 29 13.3 EY3777:UTM 18 - JET 112 48 04.0 EY3777 EY3777|---------------------------------------------------------------------| EY3777| PID Reference Object Distance Geod. Az | EY3777| dddmmss.s | EY3777| EY3773 JET APPROX. 2.3 KM 1114419.0 | EY3777|---------------------------------------------------------------------| EY3777 EY3777 SUPERSEDED SURVEY CONTROL EY3777 EY3777 NAD 27 - 35 26 55.13628(N) 076 49 54.75299(W) AD( ) 2 EY3777 NGVD 29 (07/19/86) 6.0 (m) 20. (f) VERT ANG EY3777 EY3777.Superseded values are not recommended for survey control. EY3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3777.See file dsdata.txt to determine how the superseded data were derived. EY3777 EY3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3377824358(NAD 83) EY3777_MARKER: DE = TRAVERSE STATION DISK EY3777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3777_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3777_STAMPING: MILLER 1966 EY3777_MARK LOGO: NCGS EY3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3777+STABILITY: SURFACE MOTION EY3777 EY3777 HISTORY - Date Condition Report By EY3777 HISTORY - 1966 MONUMENTED NCGS EY3777 EY3777 STATION DESCRIPTION EY3777 EY3777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3777'MILLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3777'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3777' EY3777'MILLER IS 2.2 MILES SW OF BATH. LOCATED 1.7 MILES S ALONG SR EY3777'1339 FROM NC 92. ON N SIDE OF PAMLICO RIVER ON ARCHBELL EY3777'POINT. AND APPROXIMATELY 30 FT SW OF SW CORNER OF LARGE EY3777'WHITE HOUSE OF DR. LEO MILLER. EY3777' EY3777'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3777'MILLER 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3777'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3777' EY3777'MARK IS EY3777' EY3777'28.7 FT SW OF SW CORNER OF HOUSE EY3777' EY3777'44.5 FT SE OF 10 INCH DOGWOOD EY3777' EY3777'40.4 FT NW OF 3 INCH PIPE LAMP POST EY3777' EY3777'22.3 FT NE OF 18 INCH WATER OAK EY3777' EY3777'40.2 FT N OF WALK PLATFORM TO BEACH EY3777' EY3777'33.3 FT W OF SW CORNER OF PORCH PILLAR EY3777' EY3777'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5766 *********************************************************************** EY5766 DESIGNATION - MINEOLA EY5766 PID - EY5766 EY5766 STATE/COUNTY- NC/BEAUFORT EY5766 USGS QUAD - OLD FORD (1979) EY5766 EY5766 *CURRENT SURVEY CONTROL EY5766 ___________________________________________________________________ EY5766* NAD 83(1986)- 35 38 19.90567(N) 077 03 52.73846(W) ADJUSTED EY5766* NAVD 88 - 12.61 (+/-2cm) 41.4 (feet) VERTCON EY5766 ___________________________________________________________________ EY5766 LAPLACE CORR- -3.10 (seconds) DEFLEC99 EY5766 GEOID HEIGHT- -36.42 (meters) GEOID03 EY5766 EY5766 HORZ ORDER - SECOND EY5766 VERT ORDER - THIRD ? (See Below) EY5766 EY5766.The North Carolina HARNS have been completed but, EY5766.due to contractual restrictions, coordinates for these stations EY5766.will NOT be published in the near future. In the interim, the EY5766.published coordinates in North Carolina will not be EY5766.consistent with the Continuously Operating Reference Stations EY5766.(CORS). The HARN coordinates for these stations are available EY5766.upon request. Contact Gary Thompson(919-733-3836). EY5766. EY5766.In addition, the published North Carolina positions EY5766.(NAD 83 (1986)) are NOT consistent with those determined in EY5766.adjacent state readjustments. The discontinuity between stations EY5766.located in North Carolina and those in adjacent states EY5766.which have been adjusted to the HARN may be as much as 5 EY5766.decimeters. This will result in a significant loss of accuracy EY5766.over lines crossing such state borders. EY5766 EY5766 EY5766.The horizontal coordinates were established by classical geodetic methods EY5766.and adjusted by the National Geodetic Survey in January 1991. EY5766 EY5766.The NAVD 88 height was computed by applying the VERTCON shift value to EY5766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5766.The vertical order pertains to the NGVD 29 superseded value. EY5766 EY5766.The Laplace correction was computed from DEFLEC99 derived deflections. EY5766 EY5766.The geoid height was determined by GEOID03. EY5766 EY5766; North East Units Scale Factor Converg. EY5766;SPC NC - 211,242.042 784,862.217 MT 0.99989535 +1 07 01.3 EY5766;SPC NC - 693,049.93 2,575,002.12 sFT 0.99989535 +1 07 01.3 EY5766;UTM 18 - 3,945,857.303 313,060.249 MT 1.00003066 -1 12 12.1 EY5766 EY5766! - Elev Factor x Scale Factor = Combined Factor EY5766!SPC NC - 1.00000374 x 0.99989535 = 0.99989909 EY5766!UTM 18 - 1.00000374 x 1.00003066 = 1.00003440 EY5766 EY5766 SUPERSEDED SURVEY CONTROL EY5766 EY5766 NGVD 29 (01/18/91) 12.94 (m) 42.5 (f) LEVELING 3 EY5766 EY5766.Superseded values are not recommended for survey control. EY5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5766.See file dsdata.txt to determine how the superseded data were derived. EY5766 EY5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1306045857(NAD 83) EY5766_MARKER: DE = TRAVERSE STATION DISK EY5766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5766_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5766_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5766+STABILITY: SURFACE MOTION EY5766 EY5766 HISTORY - Date Condition Report By EY5766 HISTORY - 1980 MONUMENTED NCGS EY5766 HISTORY - 19890729 MARK NOT FOUND USPSQD EY5766 EY5766 STATION DESCRIPTION EY5766 EY5766'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5766'THE STATION IS LOCATED APPROXIMATELY 6.5 MILES NORTH OF WASHINGTON AND EY5766'0.4 MILE NORTH OF MINEOLA. EY5766' EY5766'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5766'MINEOLA, NORTH OF WASHINGTON, PROCEED NORTHERLY ALONG US 17 FOR 0.35 EY5766'MILE TO STATION IN THE RIGHT SHOULDER AT THE SOUTH SIDE OF A CONCRETE EY5766'DRIVEWAY WITH A BRICK HEADWAY AND 0.15 MILE SOUTH OF SR 1418. EY5766' EY5766'STATION MARK IS A STANDARD DISK STAMPED---MINEOLA 1980---SET IN THE EY5766'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 8 INCHES BELOW THE GROUND EY5766'SURFACE. THE MARK IS 19.8 FEET EAST-NORTHEAST OF THE CENTERLINE OF EY5766'US 17, 21.5 FEET SOUTH OF WEST END OF HEADWALL, 77.2 FEET WEST EY5766'SOUTHWEST OF NORTHWEST CORNER OF BRICK HOUSE AND 106.5 FEET NORTHWEST EY5766'OF SOUTHWEST CORNER OF BRICK HOUSE, 75.3 FEET SOUTH-SOUTHWEST OF EY5766'POWER POLE WITH REFERENCE TAG AND 77.7 FEET NORTHWEST OF TELEPHONE EY5766'POLE 251 WITH REFERENCE TAG. EY5766 EY5766 STATION RECOVERY (1989) EY5766 EY5766'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5766'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3784 *********************************************************************** EY3784 DESIGNATION - MIXON EY3784 PID - EY3784 EY3784 STATE/COUNTY- NC/BEAUFORT EY3784 USGS QUAD - BATH (1993) EY3784 EY3784 *CURRENT SURVEY CONTROL EY3784 ___________________________________________________________________ EY3784* NAD 83(1986)- 35 25 09.14666(N) 076 45 31.47804(W) ADJUSTED EY3784* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3784 ___________________________________________________________________ EY3784 LAPLACE CORR- -1.19 (seconds) DEFLEC99 EY3784 GEOID HEIGHT- -37.16 (meters) GEOID03 EY3784 EY3784 HORZ ORDER - THIRD EY3784 EY3784.The North Carolina HARNS have been completed but, EY3784.due to contractual restrictions, coordinates for these stations EY3784.will NOT be published in the near future. In the interim, the EY3784.published coordinates in North Carolina will not be EY3784.consistent with the Continuously Operating Reference Stations EY3784.(CORS). The HARN coordinates for these stations are available EY3784.upon request. Contact Gary Thompson(919-733-3836). EY3784. EY3784.In addition, the published North Carolina positions EY3784.(NAD 83 (1986)) are NOT consistent with those determined in EY3784.adjacent state readjustments. The discontinuity between stations EY3784.located in North Carolina and those in adjacent states EY3784.which have been adjusted to the HARN may be as much as 5 EY3784.decimeters. This will result in a significant loss of accuracy EY3784.over lines crossing such state borders. EY3784 EY3784 EY3784.The horizontal coordinates were established by classical geodetic methods EY3784.and adjusted by the National Geodetic Survey in July 1986. EY3784 EY3784.The orthometric height was scaled from a topographic map. EY3784 EY3784.The Laplace correction was computed from DEFLEC99 derived deflections. EY3784 EY3784.The geoid height was determined by GEOID03. EY3784 EY3784; North East Units Scale Factor Converg. EY3784;SPC NC - 187,462.991 813,110.081 MT 0.99987685 +1 17 36.9 EY3784;SPC NC - 615,034.83 2,667,678.66 sFT 0.99987685 +1 17 36.9 EY3784;UTM 18 - 3,920,953.738 340,326.201 MT 0.99991420 -1 01 10.2 EY3784 EY3784! - Elev Factor x Scale Factor = Combined Factor EY3784!SPC NC - 1.00000573 x 0.99987685 = 0.99988258 EY3784!UTM 18 - 1.00000573 x 0.99991420 = 0.99991993 EY3784 EY3784: Primary Azimuth Mark Grid Az EY3784:SPC NC - COUSIN 087 21 09.7 EY3784:UTM 18 - COUSIN 089 39 56.8 EY3784 EY3784|---------------------------------------------------------------------| EY3784| PID Reference Object Distance Geod. Az | EY3784| dddmmss.s | EY3784| EY3558 COUSIN APPROX. 5.7 KM 0883846.6 | EY3784| EY5251 MIXON RM 1 9.456 METERS 17141 | EY3784| EY3779 RUMLEY MARSH LIGHT APPROX. 0.8 KM 2163627.2 | EY3784| EY5252 MIXON RM 2 16.615 METERS 26352 | EY3784|---------------------------------------------------------------------| EY3784 EY3784 SUPERSEDED SURVEY CONTROL EY3784 EY3784 NAD 27 - 35 25 08.55100(N) 076 45 32.72100(W) AD( ) 3 EY3784 EY3784.Superseded values are not recommended for survey control. EY3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3784.See file dsdata.txt to determine how the superseded data were derived. EY3784 EY3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4032620954(NAD 83) EY3784_MARKER: DS = TRIANGULATION STATION DISK EY3784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3784_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3784 EY3784 HISTORY - Date Condition Report By EY3784 HISTORY - 1933 MONUMENTED CGS EY3784 HISTORY - 1949 GOOD CGS EY3784 EY3784 STATION DESCRIPTION EY3784 EY3784'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3784'STATION IS IN PLACE OF OLD STATION RUMLEY MARSHES 2, ON THE EY3784'N SHORE OF THE PAMLICO RIVER, ON A POINT CALLED RUMLEY MARSH, EY3784'ABOUT 3.3 MILES BELOW MOUTH OF BATH CREEK, ABOUT 1.9 MILES EY3784'FROM END OF PIER AT BAYVIEW, AND N 58 30 MIN E EY3784'FROM WATER TANK AT BAYVIEW. THE STATION IS IN SOFT GROUND EY3784'ABOUT 14 METERS BACK OF HIGH-WATER LINE. EY3784' EY3784'STATION IS A STANDARD DISK SET IN 8-INCH TILE ERECTED OVER EY3784'A 6-FOOT 2 BY 4, PROJECTING 18 INCHES ABOVE GROUND WITH THE EY3784'CEMENT COLLAR 6 INCHES HIGH AROUND THE TILE AT THE GROUND. DISK EY3784'IS STAMPED MIXON 1933. EY3784' EY3784'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 6-INCH SQUARE EY3784'CONCRETE MONUMENT, PROJECTING ABOUT 10 INCHES ABOVE GROUND, BUILT EY3784'ON TOP OF AN OLD REFERENCE MARK. EY3784' EY3784'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE, IN THE EY3784'TOP OF A 6-INCH TILE PROJECTING ABOUT 12 INCHES ABOVE GROUND. EY3784' EY3784'REFERENCE MARK NO. 1 IS THE REBUILT REFERENCE MARK FOR RUMLEY EY3784'MARSHES 2, 1914. EY3784' EY3784'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.0 METERS. EY3784 EY3784 STATION RECOVERY (1949) EY3784 EY3784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3784'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCE EY3784'TO REFERENCE MARKS WAS MEASURED WITH A STEEL TAPE AND FOUND TO EY3784'BE CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2137 *********************************************************************** EY2137 DESIGNATION - MOOSE EY2137 PID - EY2137 EY2137 STATE/COUNTY- NC/BEAUFORT EY2137 USGS QUAD - WASHINGTON (1983) EY2137 EY2137 *CURRENT SURVEY CONTROL EY2137 ___________________________________________________________________ EY2137* NAD 83(1986)- 35 33 36.76018(N) 077 04 17.95022(W) ADJUSTED EY2137* NAVD 88 - 2.7 (meters) 9. (feet) VERTCON EY2137 ___________________________________________________________________ EY2137 LAPLACE CORR- -2.38 (seconds) DEFLEC99 EY2137 GEOID HEIGHT- -36.58 (meters) GEOID03 EY2137 EY2137 HORZ ORDER - SECOND EY2137 EY2137.The North Carolina HARNS have been completed but, EY2137.due to contractual restrictions, coordinates for these stations EY2137.will NOT be published in the near future. In the interim, the EY2137.published coordinates in North Carolina will not be EY2137.consistent with the Continuously Operating Reference Stations EY2137.(CORS). The HARN coordinates for these stations are available EY2137.upon request. Contact Gary Thompson(919-733-3836). EY2137. EY2137.In addition, the published North Carolina positions EY2137.(NAD 83 (1986)) are NOT consistent with those determined in EY2137.adjacent state readjustments. The discontinuity between stations EY2137.located in North Carolina and those in adjacent states EY2137.which have been adjusted to the HARN may be as much as 5 EY2137.decimeters. This will result in a significant loss of accuracy EY2137.over lines crossing such state borders. EY2137 EY2137 EY2137.The horizontal coordinates were established by classical geodetic methods EY2137.and adjusted by the National Geodetic Survey in July 1986. EY2137 EY2137.The NAVD 88 height was computed by applying the VERTCON shift value to EY2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2137 EY2137.The Laplace correction was computed from DEFLEC99 derived deflections. EY2137 EY2137.The geoid height was determined by GEOID03. EY2137 EY2137; North East Units Scale Factor Converg. EY2137;SPC NC - 202,505.785 784,397.582 MT 0.99988704 +1 06 46.7 EY2137;SPC NC - 664,387.73 2,573,477.73 sFT 0.99988704 +1 06 46.7 EY2137;UTM 18 - 3,937,145.772 312,242.343 MT 1.00003444 -1 12 18.5 EY2137 EY2137! - Elev Factor x Scale Factor = Combined Factor EY2137!SPC NC - 1.00000532 x 0.99988704 = 0.99989236 EY2137!UTM 18 - 1.00000532 x 1.00003444 = 1.00003976 EY2137 EY2137: Primary Azimuth Mark Grid Az EY2137:SPC NC - WILSON 145 20 27.9 EY2137:UTM 18 - WILSON 147 39 33.1 EY2137 EY2137|---------------------------------------------------------------------| EY2137| PID Reference Object Distance Geod. Az | EY2137| dddmmss.s | EY2137| EY2184 WILSON APPROX. 0.8 KM 1462714.6 | EY2137|---------------------------------------------------------------------| EY2137 EY2137 SUPERSEDED SURVEY CONTROL EY2137 EY2137 NAD 27 - 35 33 36.17313(N) 077 04 19.11952(W) AD( ) 2 EY2137 NGVD 29 (07/19/86) 3.0 (m) 10. (f) VERT ANG EY2137 EY2137.Superseded values are not recommended for survey control. EY2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2137.See file dsdata.txt to determine how the superseded data were derived. EY2137 EY2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1224237146(NAD 83) EY2137_MARKER: DE = TRAVERSE STATION DISK EY2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2137_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2137 EY2137 HISTORY - Date Condition Report By EY2137 HISTORY - 1965 MONUMENTED NCGS EY2137 HISTORY - 19820101 SEE DESCRIPTION NCGS EY2137 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2137 EY2137 STATION DESCRIPTION EY2137 EY2137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2137'MOOSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2137'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2137' EY2137'MOOSE IS 1.2 MILES NW OF WASHINGTON. TO REACH STATION FROM EY2137'U.S. 17 AND MAIN STREET AT PAMLICO RIVER BRIDGE, GO 0.4 MILES EY2137'N ON U.S. 17 TO FIFTH STREET, TURN LEFT (W) ON FIFTH ST. (NC 33) EY2137'FOR 0.7 MILES TO Y INTERSECTION OF FIFTH AND NC 33, TAKE RIGHT EY2137'FORK (NC33) FOR 0.4 MILES TO STATION ON NE SHOULDER OF EY2137'NC 33. STATION IS APPROXIMATELY 100 FT SE OF SR 1404 ACROSS EY2137'FROM TIN BARN. EY2137' EY2137'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2137'MOOSE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2137'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY2137' EY2137'MARK IS EY2137' EY2137'5.0 FT E OF YELLOW ARROW ON NC 33 EY2137' EY2137'127.2 FT W OF POST AT TEL. UNDERGROUND EXCHANGE BOX EY2137' EY2137'10.0 FT NW OF YELLOW ARROW ON NC 33 EY2137' EY2137'11.6 FT NE OF YELLOW ARROW ON NC 33 EY2137' EY2137'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2137 EY2137 STATION RECOVERY (1982) EY2137 EY2137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY2137'STATION WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED. EY2137 EY2137 STATION RECOVERY (2004) EY2137 EY2137'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2137'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1506 *********************************************************************** EY1506 DESIGNATION - MOTEL EY1506 PID - EY1506 EY1506 STATE/COUNTY- NC/BEAUFORT EY1506 USGS QUAD - WILMAR (1983) EY1506 EY1506 *CURRENT SURVEY CONTROL EY1506 ___________________________________________________________________ EY1506* NAD 83(1986)- 35 25 18.77204(N) 077 07 53.76171(W) ADJUSTED EY1506* NAVD 88 - 19.465 (meters) 63.86 (feet) ADJUSTED EY1506 ___________________________________________________________________ EY1506 LAPLACE CORR- -2.10 (seconds) DEFLEC99 EY1506 GEOID HEIGHT- -36.66 (meters) GEOID03 EY1506 DYNAMIC HT - 19.448 (meters) 63.81 (feet) COMP EY1506 MODELED GRAV- 979,750.1 (mgal) NAVD 88 EY1506 EY1506 HORZ ORDER - SECOND EY1506 VERT ORDER - FIRST CLASS II EY1506 EY1506.The North Carolina HARNS have been completed but, EY1506.due to contractual restrictions, coordinates for these stations EY1506.will NOT be published in the near future. In the interim, the EY1506.published coordinates in North Carolina will not be EY1506.consistent with the Continuously Operating Reference Stations EY1506.(CORS). The HARN coordinates for these stations are available EY1506.upon request. Contact Gary Thompson(919-733-3836). EY1506. EY1506.In addition, the published North Carolina positions EY1506.(NAD 83 (1986)) are NOT consistent with those determined in EY1506.adjacent state readjustments. The discontinuity between stations EY1506.located in North Carolina and those in adjacent states EY1506.which have been adjusted to the HARN may be as much as 5 EY1506.decimeters. This will result in a significant loss of accuracy EY1506.over lines crossing such state borders. EY1506 EY1506 EY1506.The horizontal coordinates were established by classical geodetic methods EY1506.and adjusted by the National Geodetic Survey in October 1990. EY1506 EY1506.The orthometric height was determined by differential leveling EY1506.and adjusted by the National Geodetic Survey in June 1991. EY1506 EY1506.The Laplace correction was computed from DEFLEC99 derived deflections. EY1506 EY1506.The geoid height was determined by GEOID03. EY1506 EY1506.The dynamic height is computed by dividing the NAVD 88 EY1506.geopotential number by the normal gravity value computed on the EY1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1506.degrees latitude (g = 980.6199 gals.). EY1506 EY1506.The modeled gravity was interpolated from observed gravity values. EY1506 EY1506; North East Units Scale Factor Converg. EY1506;SPC NC - 187,058.743 779,253.052 MT 0.99987698 +1 04 42.2 EY1506;SPC NC - 613,708.56 2,556,599.39 sFT 0.99987698 +1 04 42.2 EY1506;UTM 18 - 3,921,916.729 306,476.776 MT 1.00006155 -1 14 09.0 EY1506 EY1506! - Elev Factor x Scale Factor = Combined Factor EY1506!SPC NC - 1.00000270 x 0.99987698 = 0.99987968 EY1506!UTM 18 - 1.00000270 x 1.00006155 = 1.00006425 EY1506 EY1506 SUPERSEDED SURVEY CONTROL EY1506 EY1506 NGVD 29 (10/26/90) 19.80 (m) 65.0 (f) LEVELING 3 EY1506 EY1506.Superseded values are not recommended for survey control. EY1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1506.See file dsdata.txt to determine how the superseded data were derived. EY1506 EY1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0647721917(NAD 83) EY1506_MARKER: DH = HORIZONTAL CONTROL DISK EY1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1506_SP_SET: CONCRETE POST EY1506_STAMPING: MOTEL 1979 EY1506_MARK LOGO: NCGS EY1506_PROJECTION: RECESSED 8 CENTIMETERS EY1506_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1506+STABILITY: SURFACE MOTION EY1506 EY1506 HISTORY - Date Condition Report By EY1506 HISTORY - 1979 MONUMENTED NCGS EY1506 HISTORY - 1979 GOOD NCGS EY1506 HISTORY - 19870829 GOOD USPSQD EY1506 HISTORY - 19960730 GOOD NCGS EY1506 EY1506 STATION DESCRIPTION EY1506 EY1506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1506'THE STATION IS LOCATED ALONG US 17, APPROXIMATELY 2.0 MILES EY1506'NORTH-NORTHEAST OF WILMAR AND 6.4 MILES SOUTH-SOUTHWEST OF EY1506'CHOCOWINITY. EY1506' EY1506'TO REACH STATION FROM THE CRAVEN-BEAUFORT COUNTY LINE AT WILMAR, EY1506'PROCEED NORTHERLY ALONG US 17 FOR 1.95 MILES TO STATION ON THE RIGHT EY1506'ON THE PROLONGATION OF THE SOUTH SIDE OF A BLOCK MOTEL AND 0.55 MILE EY1506'OF NC 102. EY1506' EY1506'STATION MARK IS A STANDARD DISK STAMPED---MOTEL 1979---SET IN TOP OF EY1506'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY1506'THE MARK IS 19.1 FEET EAST-SOUTHEAST OF CENTERLINE OF US 17, 22.9 FEET EY1506'NORTH OF NORTH END OF CULVERT, 63.4 FEET NORTHWEST OF SOUTHWEST CORNER EY1506'OF MOTEL, 62.6 FEET SOUTHWEST OF WEST METAL POST OF MOTEL SIGN AND EY1506'62.7 FEET EAST-NORTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE EY1506'TAG. EY1506 EY1506 STATION RECOVERY (1979) EY1506 EY1506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1506'6.5 MI SSW FROM CHOCOWINITY. EY1506'0.55 MILE SOUTH ALONG U.S. 17 FROM N.C. 102 SOUTH OF CHOCOWINITY, EY1506'IN EAST SHOULDER OF HIGHWAY, IN FRONT OF EVANS MOTEL, AND 2.0 EY1506'MILES NORTH OF JUNCTION WITH SR 1130 AT WILMAR ON THE BEAUFORT- EY1506'CRAVEN COUNTY LINE, 19.1 FEET EAST-SOUTHEAST OF CENTERLINE OF EY1506'U.S. 17, 22.9 FEET NORTH OF NORTH END OF CONCRETE CULVERT, 63.4 EY1506'FEET NORTHWEST OF SOUTHWEST CORNER OF MOTEL, 62.6 FEET SOUTHWEST EY1506'OF WESTERNMOST METAL POST OF MOTEL SIGN AND 62.7 FEET EAST-NORTHEAST EY1506'OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. EY1506'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1506 EY1506 STATION RECOVERY (1987) EY1506 EY1506'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY1506'RECOVERED IN GOOD CONDITION. EY1506 EY1506 STATION RECOVERY (1996) EY1506 EY1506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY1506'RECOVERED AS DESCRIBED. THE MOTEL IS GONE BUT THE SIGN REMAINS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4292 *********************************************************************** EY4292 DESIGNATION - MOTOR EY4292 PID - EY4292 EY4292 STATE/COUNTY- NC/BEAUFORT EY4292 USGS QUAD - WASHINGTON (1983) EY4292 EY4292 *CURRENT SURVEY CONTROL EY4292 ___________________________________________________________________ EY4292* NAD 83(1986)- 35 32 57.55825(N) 077 03 27.17419(W) ADJUSTED EY4292* NAVD 88 - 1.63 (+/-2cm) 5.3 (feet) VERTCON EY4292 ___________________________________________________________________ EY4292 LAPLACE CORR- -2.10 (seconds) DEFLEC99 EY4292 GEOID HEIGHT- -36.61 (meters) GEOID03 EY4292 EY4292 HORZ ORDER - SECOND EY4292 VERT ORDER - THIRD ? (See Below) EY4292 EY4292.The North Carolina HARNS have been completed but, EY4292.due to contractual restrictions, coordinates for these stations EY4292.will NOT be published in the near future. In the interim, the EY4292.published coordinates in North Carolina will not be EY4292.consistent with the Continuously Operating Reference Stations EY4292.(CORS). The HARN coordinates for these stations are available EY4292.upon request. Contact Gary Thompson(919-733-3836). EY4292. EY4292.In addition, the published North Carolina positions EY4292.(NAD 83 (1986)) are NOT consistent with those determined in EY4292.adjacent state readjustments. The discontinuity between stations EY4292.located in North Carolina and those in adjacent states EY4292.which have been adjusted to the HARN may be as much as 5 EY4292.decimeters. This will result in a significant loss of accuracy EY4292.over lines crossing such state borders. EY4292 EY4292 EY4292.The horizontal coordinates were established by classical geodetic methods EY4292.and adjusted by the National Geodetic Survey in October 1990. EY4292 EY4292.The NAVD 88 height was computed by applying the VERTCON shift value to EY4292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4292.The vertical order pertains to the NGVD 29 superseded value. EY4292 EY4292.The Laplace correction was computed from DEFLEC99 derived deflections. EY4292 EY4292.The geoid height was determined by GEOID03. EY4292 EY4292; North East Units Scale Factor Converg. EY4292;SPC NC - 201,322.889 785,699.564 MT 0.99988603 +1 07 16.1 EY4292;SPC NC - 660,506.84 2,577,749.32 sFT 0.99988603 +1 07 16.1 EY4292;UTM 18 - 3,935,911.008 313,495.600 MT 1.00002866 -1 11 47.8 EY4292 EY4292! - Elev Factor x Scale Factor = Combined Factor EY4292!SPC NC - 1.00000549 x 0.99988603 = 0.99989152 EY4292!UTM 18 - 1.00000549 x 1.00002866 = 1.00003415 EY4292 EY4292 SUPERSEDED SURVEY CONTROL EY4292 EY4292 NGVD 29 (10/26/90) 1.97 (m) 6.5 (f) LEVELING 3 EY4292 EY4292.Superseded values are not recommended for survey control. EY4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4292.See file dsdata.txt to determine how the superseded data were derived. EY4292 EY4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1349635911(NAD 83) EY4292_MARKER: DE = TRAVERSE STATION DISK EY4292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4292_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4292_STAMPING: MOTOR 1979 EY4292_MARK LOGO: NCGS EY4292_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4292+STABILITY: SURFACE MOTION EY4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4292+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1993 EY4292 EY4292 HISTORY - Date Condition Report By EY4292 HISTORY - 1979 MONUMENTED NCGS EY4292 HISTORY - 1989 GOOD USPSQD EY4292 HISTORY - 19931014 GOOD NCGS EY4292 HISTORY - 19980207 MARK NOT FOUND USPSQD EY4292 HISTORY - 20030517 MARK NOT FOUND USPSQD EY4292 HISTORY - 20040624 MARK NOT FOUND USPSQD EY4292 EY4292 STATION DESCRIPTION EY4292 EY4292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4292'THE STATION IS LOCATED IN WASHINGTON IN THE NORTHEAST QUADRANT OF THE EY4292'INTERSECTION OF US 17 WITH US 264. EY4292' EY4292'STATION MARK IS A STANDARD DISK STAMPED---MOTOR 1979---SET IN TOP OF EY4292'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH ASPHALT. THE MARK IS EY4292'7.8 FEET NORTH-NORTHEAST OF NORTH CURB OF US 264, 6.7 FEET NORTHEAST EY4292'OF A FIRE HYDRANT, 7.3 FEET EAST-NORTHEAST OF POWER POLE WITH EY4292'REFERENCE TAG, 15.8 FEET SOUTH-SOUTHEAST OF METAL PLYMOUTH CHRYSLER EY4292'SIGN POST, 1.6 FEET NORTH-NORTHEAST OF NORTH EDGE OF SIDEWALK. EY4292 EY4292 STATION RECOVERY (1989) EY4292 EY4292'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY4292'RECOVERED IN GOOD CONDITION. EY4292 EY4292 STATION RECOVERY (1993) EY4292 EY4292'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EY4292'RECOVERED AS DESCRIBED. MARK IS 2.5 FT (0.8 M) SOUTHEAST OF A POWER EY4292'POLE WITH A REFERENCE TAG. EY4292 EY4292 STATION RECOVERY (1998) EY4292 EY4292'RECOVERY NOTE BY US POWER SQUADRON 1998 EY4292'MARK NOT FOUND. EY4292 EY4292 STATION RECOVERY (2003) EY4292 EY4292'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY4292'AREA HAS BEEN COVERED WITH BLACK-TOP. MARK MAY BE COVERED. EY4292 EY4292 STATION RECOVERY (2004) EY4292 EY4292'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4292'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2138 *********************************************************************** EY2138 DESIGNATION - N AND S RR BRIDGE E SEMAPHORE EY2138 PID - EY2138 EY2138 STATE/COUNTY- NC/BEAUFORT EY2138 USGS QUAD - WASHINGTON (1983) EY2138 EY2138 *CURRENT SURVEY CONTROL EY2138 ___________________________________________________________________ EY2138* NAD 83(1986)- 35 32 10.11738(N) 077 03 01.74324(W) ADJUSTED EY2138* NAVD 88 - EY2138 ___________________________________________________________________ EY2138 LAPLACE CORR- -1.86 (seconds) DEFLEC99 EY2138 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2138 EY2138 HORZ ORDER - THIRD EY2138 EY2138.The North Carolina HARNS have been completed but, EY2138.due to contractual restrictions, coordinates for these stations EY2138.will NOT be published in the near future. In the interim, the EY2138.published coordinates in North Carolina will not be EY2138.consistent with the Continuously Operating Reference Stations EY2138.(CORS). The HARN coordinates for these stations are available EY2138.upon request. Contact Gary Thompson(919-733-3836). EY2138. EY2138.In addition, the published North Carolina positions EY2138.(NAD 83 (1986)) are NOT consistent with those determined in EY2138.adjacent state readjustments. The discontinuity between stations EY2138.located in North Carolina and those in adjacent states EY2138.which have been adjusted to the HARN may be as much as 5 EY2138.decimeters. This will result in a significant loss of accuracy EY2138.over lines crossing such state borders. EY2138 EY2138 EY2138.The horizontal coordinates were established by classical geodetic methods EY2138.and adjusted by the National Geodetic Survey in July 1986. EY2138 EY2138 EY2138.The Laplace correction was computed from DEFLEC99 derived deflections. EY2138 EY2138.The geoid height was determined by GEOID03. EY2138 EY2138; North East Units Scale Factor Converg. EY2138;SPC NC - 199,873.784 786,368.611 MT 0.99988487 +1 07 30.7 EY2138;SPC NC - 655,752.57 2,579,944.35 sFT 0.99988487 +1 07 30.7 EY2138;UTM 18 - 3,934,435.824 314,105.588 MT 1.00002586 -1 11 31.6 EY2138 EY2138 SUPERSEDED SURVEY CONTROL EY2138 EY2138 NAD 27 - 35 32 09.54000(N) 077 03 02.92000(W) AD( ) 3 EY2138 EY2138.Superseded values are not recommended for survey control. EY2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2138.See file dsdata.txt to determine how the superseded data were derived. EY2138 EY2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1410634436(NAD 83) EY2138 EY2138 HISTORY - Date Condition Report By EY2138 HISTORY - UNK MONUMENTED EY2138 HISTORY - 1948 GOOD CGS EY2138 HISTORY - 1985 SEE DESCRIPTION USPSQD EY2138 EY2138 STATION DESCRIPTION EY2138 EY2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2138'ACCORDING TO RAILROAD OFFICIALS THIS SEMAPHORE POST IS IN THE EY2138'SAME POSITION IT WAS IN 1914. THIS SEMAPHORE IS JUST E OF THE EY2138'SWING SPAN SECTION OF THE BRIDGE. EY2138 EY2138 STATION RECOVERY (1985) EY2138 EY2138'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2138'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2139 *********************************************************************** EY2139 DESIGNATION - N AND S RR BRIDGE W SEMAPHORE EY2139 PID - EY2139 EY2139 STATE/COUNTY- NC/BEAUFORT EY2139 USGS QUAD - WASHINGTON (1983) EY2139 EY2139 *CURRENT SURVEY CONTROL EY2139 ___________________________________________________________________ EY2139* NAD 83(1986)- 35 32 08.06277(N) 077 03 08.15201(W) ADJUSTED EY2139* NAVD 88 - EY2139 ___________________________________________________________________ EY2139 LAPLACE CORR- -1.88 (seconds) DEFLEC99 EY2139 GEOID HEIGHT- -36.64 (meters) GEOID03 EY2139 EY2139 HORZ ORDER - THIRD EY2139 EY2139.The North Carolina HARNS have been completed but, EY2139.due to contractual restrictions, coordinates for these stations EY2139.will NOT be published in the near future. In the interim, the EY2139.published coordinates in North Carolina will not be EY2139.consistent with the Continuously Operating Reference Stations EY2139.(CORS). The HARN coordinates for these stations are available EY2139.upon request. Contact Gary Thompson(919-733-3836). EY2139. EY2139.In addition, the published North Carolina positions EY2139.(NAD 83 (1986)) are NOT consistent with those determined in EY2139.adjacent state readjustments. The discontinuity between stations EY2139.located in North Carolina and those in adjacent states EY2139.which have been adjusted to the HARN may be as much as 5 EY2139.decimeters. This will result in a significant loss of accuracy EY2139.over lines crossing such state borders. EY2139 EY2139 EY2139.The horizontal coordinates were established by classical geodetic methods EY2139.and adjusted by the National Geodetic Survey in July 1986. EY2139 EY2139 EY2139.The Laplace correction was computed from DEFLEC99 derived deflections. EY2139 EY2139.The geoid height was determined by GEOID03. EY2139 EY2139; North East Units Scale Factor Converg. EY2139;SPC NC - 199,807.313 786,208.457 MT 0.99988482 +1 07 27.0 EY2139;SPC NC - 655,534.49 2,579,418.91 sFT 0.99988482 +1 07 27.0 EY2139;UTM 18 - 3,934,375.874 313,942.855 MT 1.00002661 -1 11 35.3 EY2139 EY2139 SUPERSEDED SURVEY CONTROL EY2139 EY2139 NAD 27 - 35 32 07.48400(N) 077 03 09.32300(W) AD( ) 3 EY2139 EY2139.Superseded values are not recommended for survey control. EY2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2139.See file dsdata.txt to determine how the superseded data were derived. EY2139 EY2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1394334376(NAD 83) EY2139 EY2139 HISTORY - Date Condition Report By EY2139 HISTORY - UNK MONUMENTED EY2139 HISTORY - 1948 GOOD CGS EY2139 EY2139 STATION DESCRIPTION EY2139 EY2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2139'ACCORDING TO RAILROAD OFFICIALS THIS SEMAPHORE POST IS IN THE EY2139'SAME POSITION IT WAS IN 1914. THIS SEMAPHORE IS JUST W OF THE EY2139'SWING SPAN SECTION OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3827 *********************************************************************** EY3827 DESIGNATION - NANCY EY3827 PID - EY3827 EY3827 STATE/COUNTY- NC/BEAUFORT EY3827 USGS QUAD - AURORA (1993) EY3827 EY3827 *CURRENT SURVEY CONTROL EY3827 ___________________________________________________________________ EY3827* NAD 83(1986)- 35 20 26.69364(N) 076 46 46.02132(W) ADJUSTED EY3827* NAVD 88 - 2.9 (meters) 10. (feet) VERTCON EY3827 ___________________________________________________________________ EY3827 LAPLACE CORR- -1.29 (seconds) DEFLEC99 EY3827 GEOID HEIGHT- -37.21 (meters) GEOID03 EY3827 EY3827 HORZ ORDER - SECOND EY3827 EY3827.The North Carolina HARNS have been completed but, EY3827.due to contractual restrictions, coordinates for these stations EY3827.will NOT be published in the near future. In the interim, the EY3827.published coordinates in North Carolina will not be EY3827.consistent with the Continuously Operating Reference Stations EY3827.(CORS). The HARN coordinates for these stations are available EY3827.upon request. Contact Gary Thompson(919-733-3836). EY3827. EY3827.In addition, the published North Carolina positions EY3827.(NAD 83 (1986)) are NOT consistent with those determined in EY3827.adjacent state readjustments. The discontinuity between stations EY3827.located in North Carolina and those in adjacent states EY3827.which have been adjusted to the HARN may be as much as 5 EY3827.decimeters. This will result in a significant loss of accuracy EY3827.over lines crossing such state borders. EY3827 EY3827 EY3827.The horizontal coordinates were established by classical geodetic methods EY3827.and adjusted by the National Geodetic Survey in July 1986. EY3827 EY3827.The NAVD 88 height was computed by applying the VERTCON shift value to EY3827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3827 EY3827.The Laplace correction was computed from DEFLEC99 derived deflections. EY3827 EY3827.The geoid height was determined by GEOID03. EY3827 EY3827; North East Units Scale Factor Converg. EY3827;SPC NC - 178,719.149 811,424.899 MT 0.99987379 +1 16 53.9 EY3827;SPC NC - 586,347.74 2,662,149.86 sFT 0.99987379 +1 16 53.9 EY3827;UTM 18 - 3,912,284.627 338,289.548 MT 0.99992227 -1 01 46.3 EY3827 EY3827! - Elev Factor x Scale Factor = Combined Factor EY3827!SPC NC - 1.00000539 x 0.99987379 = 0.99987918 EY3827!UTM 18 - 1.00000539 x 0.99992227 = 0.99992766 EY3827 EY3827: Primary Azimuth Mark Grid Az EY3827:SPC NC - BILL 052 35 29.4 EY3827:UTM 18 - BILL 054 54 09.6 EY3827 EY3827|---------------------------------------------------------------------| EY3827| PID Reference Object Distance Geod. Az | EY3827| dddmmss.s | EY3827| EY3797 BILL APPROX. 0.6 KM 0535223.3 | EY3827|---------------------------------------------------------------------| EY3827 EY3827 SUPERSEDED SURVEY CONTROL EY3827 EY3827 NAD 27 - 35 20 26.07438(N) 076 46 47.28326(W) AD( ) 2 EY3827 NGVD 29 (07/19/86) 3.2 (m) 10. (f) VERT ANG EY3827 EY3827.Superseded values are not recommended for survey control. EY3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3827.See file dsdata.txt to determine how the superseded data were derived. EY3827 EY3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3829012285(NAD 83) EY3827_MARKER: DE = TRAVERSE STATION DISK EY3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3827_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3827_STAMPING: NANCY 1966 EY3827_MARK LOGO: NCGS EY3827_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3827+STABILITY: SURFACE MOTION EY3827 EY3827 HISTORY - Date Condition Report By EY3827 HISTORY - 1966 MONUMENTED NCGS EY3827 HISTORY - 19830101 GOOD NCGS EY3827 EY3827 STATION DESCRIPTION EY3827 EY3827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3827'NANCY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3827'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3827' EY3827'NANCY IS 2.65 MILES N OF AURORA. LOCATED 1.75 MILES NNE ALONG EY3827'SR 1942 FROM INTERSECTION OF SR 1940 AND SR 1942. 0.95 MILES EY3827'SSW OF SR 1945. ON TOP OF DITCH BANK ON NW SIDE OF SR 1942. AND EY3827'APPROXIMATELY 300 FT NE OF SR 1944. EY3827' EY3827'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3827'NANCY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3827'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3827' EY3827'MARK IS EY3827' EY3827'29.2 FT W OF C/L OF SR 1942 EY3827' EY3827'19.2 FT W OF YELLOW ARROW PAINTED ON SR 1942 EY3827' EY3827'73.3 FT SW OF PP WITH ALUMINUM REF. TAG EY3827' EY3827'76.6 FT W OF 6 INCH OAK WITH ALUMINUM REF. TAG EY3827' EY3827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3827 EY3827 STATION RECOVERY (1983) EY3827 EY3827'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3827'RECOVERED IN GOOD CONDITION. THE PART OF SR 1942 FROM NC 306 TO SR EY3827'1945 IS NO LONGER AN SR AND IS NOW A GRAVEL, NOT A PAVED ROAD. DELETE EY3827'THE REFERENCE TO THE YELLOW ARROW AND THE 6-INCH OAK. MARK IS LOCATED EY3827'7.31 M (23.98 FT) EAST OF A 10-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9122 *********************************************************************** AF9122 DESIGNATION - NC 669 AF9122 PID - AF9122 AF9122 STATE/COUNTY- NC/BEAUFORT AF9122 USGS QUAD - PINETOWN (1974) AF9122 AF9122 *CURRENT SURVEY CONTROL AF9122 ___________________________________________________________________ AF9122* NAD 83(1986)- 35 35 41.01684(N) 076 49 26.49943(W) ADJUSTED AF9122* NAVD 88 - 9.4 (meters) 31. (feet) VERT ANG AF9122 ___________________________________________________________________ AF9122 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AF9122 GEOID HEIGHT- -36.84 (meters) GEOID03 AF9122 AF9122 HORZ ORDER - SECOND AF9122 AF9122.The North Carolina HARNS have been completed but, AF9122.due to contractual restrictions, coordinates for these stations AF9122.will NOT be published in the near future. In the interim, the AF9122.published coordinates in North Carolina will not be AF9122.consistent with the Continuously Operating Reference Stations AF9122.(CORS). The HARN coordinates for these stations are available AF9122.upon request. Contact Gary Thompson(919-733-3836). AF9122. AF9122.In addition, the published North Carolina positions AF9122.(NAD 83 (1986)) are NOT consistent with those determined in AF9122.adjacent state readjustments. The discontinuity between stations AF9122.located in North Carolina and those in adjacent states AF9122.which have been adjusted to the HARN may be as much as 5 AF9122.decimeters. This will result in a significant loss of accuracy AF9122.over lines crossing such state borders. AF9122 AF9122 AF9122.The horizontal coordinates were established by classical geodetic methods AF9122.and adjusted by the National Geodetic Survey in July 1998. AF9122 AF9122.The orthometric height was determined by vertical angle observations. AF9122 AF9122.The Laplace correction was computed from DEFLEC99 derived deflections. AF9122 AF9122.The geoid height was determined by GEOID03. AF9122 AF9122; North East Units Scale Factor Converg. AF9122;SPC NC - 206,798.015 806,756.424 MT 0.99989045 +1 15 21.3 AF9122;SPC NC - 678,469.82 2,646,833.37 sFT 0.99989045 +1 15 21.3 AF9122;UTM 18 - 3,940,530.499 334,758.646 MT 0.99993648 -1 03 42.9 AF9122 AF9122! - Elev Factor x Scale Factor = Combined Factor AF9122!SPC NC - 1.00000430 x 0.99989045 = 0.99989475 AF9122!UTM 18 - 1.00000430 x 0.99993648 = 0.99994078 AF9122 AF9122 SUPERSEDED SURVEY CONTROL AF9122 AF9122.No superseded survey control is available for this station. AF9122 AF9122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3475940530(NAD 83) AF9122_MARKER: DD = SURVEY DISK AF9122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9122_STAMPING: NC 669 AF9122_MARK LOGO: NCGS AF9122_MAGNETIC: O = OTHER; SEE DESCRIPTION AF9122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9122+STABILITY: SURFACE MOTION AF9122 AF9122 HISTORY - Date Condition Report By AF9122 HISTORY - UNK MONUMENTED AF9122 HISTORY - 19820425 GOOD NCGS AF9122 AF9122 STATION DESCRIPTION AF9122 AF9122'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9122'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) EAST-SOUTHEAST OF PINETOWN AF9122'AND 13.5 MI (21.7 KM) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR AF9122'8.7 MI (14.0 KM) NORTH FROM US 264, IN A SMALL PATCH OF WOODS, ABOUT AF9122'400 FEET (121.9 M) FROM THE RAILROAD CROSSING AT ACRE STATION. MARK AF9122'PROJECTS 7 INCHES ABOVE GROUND. LOCATED 82.5 FT (25.1 M) SOUTHEAST OF AF9122'THE CENTERLINE OF THE HIGHWAY--AND 11.8 FT (3.6 M) NORTHWEST OF A AF9122'24-INCH PINE, 17.2 FT (5.2 M) SOUTHEAST OF A 24-INCH GUM, AND 75.5 FT AF9122'(23.0 M) SOUTHWEST OF A 36-INCH OAK--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5884 *********************************************************************** AE5884 DESIGNATION - NC 744 AE5884 PID - AE5884 AE5884 STATE/COUNTY- NC/BEAUFORT AE5884 USGS QUAD - HACKNEY (1983) AE5884 AE5884 *CURRENT SURVEY CONTROL AE5884 ___________________________________________________________________ AE5884* NAD 83(1986)- 35 28 11.33365(N) 077 04 05.95102(W) ADJUSTED AE5884* NAVD 88 - 8.573 (meters) 28.13 (feet) ADJUSTED AE5884 ___________________________________________________________________ AE5884 LAPLACE CORR- -1.94 (seconds) DEFLEC99 AE5884 GEOID HEIGHT- -36.70 (meters) GEOID03 AE5884 DYNAMIC HT - 8.565 (meters) 28.10 (feet) COMP AE5884 MODELED GRAV- 979,751.5 (mgal) NAVD 88 AE5884 AE5884 HORZ ORDER - SECOND AE5884 VERT ORDER - SECOND CLASS II AE5884 AE5884.The North Carolina HARNS have been completed but, AE5884.due to contractual restrictions, coordinates for these stations AE5884.will NOT be published in the near future. In the interim, the AE5884.published coordinates in North Carolina will not be AE5884.consistent with the Continuously Operating Reference Stations AE5884.(CORS). The HARN coordinates for these stations are available AE5884.upon request. Contact Gary Thompson(919-733-3836). AE5884. AE5884.In addition, the published North Carolina positions AE5884.(NAD 83 (1986)) are NOT consistent with those determined in AE5884.adjacent state readjustments. The discontinuity between stations AE5884.located in North Carolina and those in adjacent states AE5884.which have been adjusted to the HARN may be as much as 5 AE5884.decimeters. This will result in a significant loss of accuracy AE5884.over lines crossing such state borders. AE5884 AE5884 AE5884.The horizontal coordinates were established by classical geodetic methods AE5884.and adjusted by the National Geodetic Survey in April 1998. AE5884 AE5884.The orthometric height was determined by differential leveling AE5884.and adjusted by the National Geodetic Survey in June 1998. AE5884 AE5884.The Laplace correction was computed from DEFLEC99 derived deflections. AE5884 AE5884.The geoid height was determined by GEOID03. AE5884 AE5884.The dynamic height is computed by dividing the NAVD 88 AE5884.geopotential number by the normal gravity value computed on the AE5884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5884.degrees latitude (g = 980.6199 gals.). AE5884 AE5884.The modeled gravity was interpolated from observed gravity values. AE5884 AE5884; North East Units Scale Factor Converg. AE5884;SPC NC - 192,485.261 784,894.802 MT 0.99987981 +1 06 53.7 AE5884;SPC NC - 631,512.06 2,575,109.03 sFT 0.99987981 +1 06 53.7 AE5884;UTM 18 - 3,927,111.824 312,334.096 MT 1.00003402 -1 12 02.0 AE5884 AE5884! - Elev Factor x Scale Factor = Combined Factor AE5884!SPC NC - 1.00000442 x 0.99987981 = 0.99988423 AE5884!UTM 18 - 1.00000442 x 1.00003402 = 1.00003844 AE5884 AE5884 SUPERSEDED SURVEY CONTROL AE5884 AE5884 NGVD 29 (04/29/98) 8.90 (m) 29.2 (f) LEVELING 3 AE5884 AE5884.Superseded values are not recommended for survey control. AE5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5884.See file dsdata.txt to determine how the superseded data were derived. AE5884 AE5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1233427112(NAD 83) AE5884_MARKER: DH = HORIZONTAL CONTROL DISK AE5884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5884_STAMPING: NC 744 1983 AE5884_MARK LOGO: NCGS AE5884_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5884+STABILITY: SURFACE MOTION AE5884 AE5884 HISTORY - Date Condition Report By AE5884 HISTORY - 1983 MONUMENTED NCGS AE5884 HISTORY - 19900514 GOOD NCGS AE5884 AE5884 STATION DESCRIPTION AE5884 AE5884'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5884'STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) SOUTHEAST OF CHOCOWINITY OR AE5884'15.6 KM (9.70 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 6.0 KM AE5884'(3.70 MI) SOUTHEAST OF US 17, OR 0.6 KM (0.35 MI) NORTHWEST OF SR AE5884'1138, IN THE EDGE OF A YARD. MARK IS FLUSH WITH GROUND. LOCATED 8.0 M AE5884'(26.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.9 M (32.5 FT) SOUTH AE5884'OF THE SOUTH END OF A DRIVEWAY CULVERT, 10.2 M (33.5 FT) AE5884'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 7.5 M (24.6 AE5884'FT) NORTH OF A PROPERTY IRON PROJECTING 1 INCH, 10.2 M (33.5 FT) AE5884'EAST-SOUTHEAST OF SOUTHEAST CORNER OF A FRAME DWELLING, AND 8.7 M AE5884'(28.5 FT) NORTHEAST OF A POWER POLE 80-2 WITH A TRANSFORMER AND WITH A AE5884'REFERENCE TAG. AE5884 AE5884 STATION RECOVERY (1990) AE5884 AE5884'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5884'RECOVERED AS DESCRIBED. MARK PROJECTS 6 INCHES ABOVE GROUND AND IS AE5884'28.4 M (93.2 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME AE5884'HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3931 *********************************************************************** EY3931 DESIGNATION - NECK EY3931 PID - EY3931 EY3931 STATE/COUNTY- NC/BEAUFORT EY3931 USGS QUAD - BLOUNTS BAY (1993) EY3931 EY3931 *CURRENT SURVEY CONTROL EY3931 ___________________________________________________________________ EY3931* NAD 83(1986)- 35 26 06.21388(N) 076 58 03.93208(W) ADJUSTED EY3931* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3931 ___________________________________________________________________ EY3931 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EY3931 GEOID HEIGHT- -36.86 (meters) GEOID03 EY3931 EY3931 HORZ ORDER - THIRD EY3931 EY3931.The North Carolina HARNS have been completed but, EY3931.due to contractual restrictions, coordinates for these stations EY3931.will NOT be published in the near future. In the interim, the EY3931.published coordinates in North Carolina will not be EY3931.consistent with the Continuously Operating Reference Stations EY3931.(CORS). The HARN coordinates for these stations are available EY3931.upon request. Contact Gary Thompson(919-733-3836). EY3931. EY3931.In addition, the published North Carolina positions EY3931.(NAD 83 (1986)) are NOT consistent with those determined in EY3931.adjacent state readjustments. The discontinuity between stations EY3931.located in North Carolina and those in adjacent states EY3931.which have been adjusted to the HARN may be as much as 5 EY3931.decimeters. This will result in a significant loss of accuracy EY3931.over lines crossing such state borders. EY3931 EY3931 EY3931.The horizontal coordinates were established by classical geodetic methods EY3931.and adjusted by the National Geodetic Survey in July 1986. EY3931 EY3931.The orthometric height was scaled from a topographic map. EY3931 EY3931.The Laplace correction was computed from DEFLEC99 derived deflections. EY3931 EY3931.The geoid height was determined by GEOID03. EY3931 EY3931; North East Units Scale Factor Converg. EY3931;SPC NC - 188,812.647 794,098.046 MT 0.99987769 +1 10 22.6 EY3931;SPC NC - 619,462.83 2,605,303.34 sFT 0.99987769 +1 10 22.6 EY3931;UTM 18 - 3,923,069.949 321,382.714 MT 0.99999318 -1 08 28.2 EY3931 EY3931! - Elev Factor x Scale Factor = Combined Factor EY3931!SPC NC - 1.00000584 x 0.99987769 = 0.99988353 EY3931!UTM 18 - 1.00000584 x 0.99999318 = 0.99999902 EY3931 EY3931: Primary Azimuth Mark Grid Az EY3931:SPC NC - UPPER 028 46 21.1 EY3931:UTM 18 - UPPER 031 05 11.9 EY3931 EY3931|---------------------------------------------------------------------| EY3931| PID Reference Object Distance Geod. Az | EY3931| dddmmss.s | EY3931| EY3946 UPPER APPROX. 4.8 KM 0295643.7 | EY3931| EY5269 NECK RM 16.870 METERS 26115 | EY3931|---------------------------------------------------------------------| EY3931 EY3931 SUPERSEDED SURVEY CONTROL EY3931 EY3931 NAD 27 - 35 26 05.61500(N) 076 58 05.12100(W) AD( ) 3 EY3931 EY3931.Superseded values are not recommended for survey control. EY3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3931.See file dsdata.txt to determine how the superseded data were derived. EY3931 EY3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2138323070(NAD 83) EY3931_MARKER: Z = SEE DESCRIPTION EY3931_SETTING: 0 = UNSPECIFIED SETTING EY3931 EY3931 HISTORY - Date Condition Report By EY3931 HISTORY - 1935 MONUMENTED CGS EY3931 HISTORY - 1948 MARK NOT FOUND CGS EY3931 EY3931 STATION DESCRIPTION EY3931 EY3931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3931'STATION IS ON THE NE CORNER OF THE SMALL NECK OF LAND WHICH EY3931'FORMS THE SW CORNER OF BLOUNT BAY. STATION IS 4 METERS S OF EY3931'AND 5 METERS W OF SHORE LINE, ABOUT 100 METERS N OF TREE LINE. EY3931 EY3931 STATION RECOVERY (1948) EY3931 EY3931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3931'STATION WAS RECOVERED AND FOUND IN LEANING POSITION. THE EY3931'POSITION OF THE STATION, ON APPARENT SHORELINE, LOST FOR EY3931'TRIANGULATION PURPOSES. THE DISK WAS REMOVED FROM THE EY3931'MONUMENT. A THOROUGH SEARCH FOR R.M. 1 WAS MADE BY A THREE-MAN EY3931'PARTY FOR ONE HOUR, BUT NO TRACE OF MARK COULD BE FOUND. EY3931' EY3931'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED EY3931'AND THE REFERENCE MARK AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9113 *********************************************************************** AF9113 DESIGNATION - NELLIE AF9113 PID - AF9113 AF9113 STATE/COUNTY- NC/BEAUFORT AF9113 USGS QUAD - BUNYAN (1974) AF9113 AF9113 *CURRENT SURVEY CONTROL AF9113 ___________________________________________________________________ AF9113* NAD 83(1986)- 35 32 17.42797(N) 076 56 16.61635(W) ADJUSTED AF9113* NAVD 88 - 10.0 (meters) 33. (feet) VERT ANG AF9113 ___________________________________________________________________ AF9113 LAPLACE CORR- -2.02 (seconds) DEFLEC99 AF9113 GEOID HEIGHT- -36.78 (meters) GEOID03 AF9113 AF9113 HORZ ORDER - SECOND AF9113 AF9113.The North Carolina HARNS have been completed but, AF9113.due to contractual restrictions, coordinates for these stations AF9113.will NOT be published in the near future. In the interim, the AF9113.published coordinates in North Carolina will not be AF9113.consistent with the Continuously Operating Reference Stations AF9113.(CORS). The HARN coordinates for these stations are available AF9113.upon request. Contact Gary Thompson(919-733-3836). AF9113. AF9113.In addition, the published North Carolina positions AF9113.(NAD 83 (1986)) are NOT consistent with those determined in AF9113.adjacent state readjustments. The discontinuity between stations AF9113.located in North Carolina and those in adjacent states AF9113.which have been adjusted to the HARN may be as much as 5 AF9113.decimeters. This will result in a significant loss of accuracy AF9113.over lines crossing such state borders. AF9113 AF9113 AF9113.The horizontal coordinates were established by classical geodetic methods AF9113.and adjusted by the National Geodetic Survey in July 1998. AF9113 AF9113.The orthometric height was determined by vertical angle observations. AF9113 AF9113.The Laplace correction was computed from DEFLEC99 derived deflections. AF9113 AF9113.The geoid height was determined by GEOID03. AF9113 AF9113; North East Units Scale Factor Converg. AF9113;SPC NC - 200,305.190 796,566.352 MT 0.99988504 +1 11 24.6 AF9113;SPC NC - 657,167.94 2,613,401.44 sFT 0.99988504 +1 11 24.6 AF9113;UTM 18 - 3,934,454.586 324,313.637 MT 0.99998037 -1 07 36.2 AF9113 AF9113! - Elev Factor x Scale Factor = Combined Factor AF9113!SPC NC - 1.00000420 x 0.99988504 = 0.99988924 AF9113!UTM 18 - 1.00000420 x 0.99998037 = 0.99998457 AF9113 AF9113 SUPERSEDED SURVEY CONTROL AF9113 AF9113.No superseded survey control is available for this station. AF9113 AF9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2431434455(NAD 83) AF9113_MARKER: DE = TRAVERSE STATION DISK AF9113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9113_STAMPING: NELLIE 1983 AF9113_MARK LOGO: NCGS AF9113_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9113+STABILITY: SURFACE MOTION AF9113 AF9113 HISTORY - Date Condition Report By AF9113 HISTORY - 1983 MONUMENTED NCGS AF9113 AF9113 STATION DESCRIPTION AF9113 AF9113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9113'STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) EAST OF WASHINGTON AND 10.8 AF9113'KM (6.70 MI) SOUTHWEST OF PINETOWN. ALONG NC 32 FOR 1.4 KM (0.85 MI) AF9113'NORTH FROM US 264, IN THE RIGHT SHOULDER, NEAR THE SMALL 2-STORY FRAME AF9113'LEE RESIDENCE. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 5.4 M AF9113'(17.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT) AF9113'SOUTH OF A TELEPHONE PEDESTAL (123), 29.0 M (95.1 FT) SOUTH-SOUTHWEST AF9113'OF THE WEST END OF A DRIVEWAY CULVERT--AND 7.1 M (23.3 FT) NORTHWEST AF9113'OF A POWER POLE WITH A TRANSFORMER, 32.5 M (106.6 FT) SOUTHEAST OF A AF9113'POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5883 *********************************************************************** AE5883 DESIGNATION - NEVA AE5883 PID - AE5883 AE5883 STATE/COUNTY- NC/BEAUFORT AE5883 USGS QUAD - HACKNEY (1983) AE5883 AE5883 *CURRENT SURVEY CONTROL AE5883 ___________________________________________________________________ AE5883* NAD 83(1986)- 35 28 24.78667(N) 077 04 07.40701(W) ADJUSTED AE5883* NAVD 88 - 9.564 (meters) 31.38 (feet) ADJUSTED AE5883 ___________________________________________________________________ AE5883 LAPLACE CORR- -1.95 (seconds) DEFLEC99 AE5883 GEOID HEIGHT- -36.70 (meters) GEOID03 AE5883 DYNAMIC HT - 9.555 (meters) 31.35 (feet) COMP AE5883 MODELED GRAV- 979,751.5 (mgal) NAVD 88 AE5883 AE5883 HORZ ORDER - SECOND AE5883 VERT ORDER - SECOND CLASS II AE5883 AE5883.The North Carolina HARNS have been completed but, AE5883.due to contractual restrictions, coordinates for these stations AE5883.will NOT be published in the near future. In the interim, the AE5883.published coordinates in North Carolina will not be AE5883.consistent with the Continuously Operating Reference Stations AE5883.(CORS). The HARN coordinates for these stations are available AE5883.upon request. Contact Gary Thompson(919-733-3836). AE5883. AE5883.In addition, the published North Carolina positions AE5883.(NAD 83 (1986)) are NOT consistent with those determined in AE5883.adjacent state readjustments. The discontinuity between stations AE5883.located in North Carolina and those in adjacent states AE5883.which have been adjusted to the HARN may be as much as 5 AE5883.decimeters. This will result in a significant loss of accuracy AE5883.over lines crossing such state borders. AE5883 AE5883 AE5883.The horizontal coordinates were established by classical geodetic methods AE5883.and adjusted by the National Geodetic Survey in April 1998. AE5883 AE5883.The orthometric height was determined by differential leveling AE5883.and adjusted by the National Geodetic Survey in June 1998. AE5883 AE5883.The Laplace correction was computed from DEFLEC99 derived deflections. AE5883 AE5883.The geoid height was determined by GEOID03. AE5883 AE5883.The dynamic height is computed by dividing the NAVD 88 AE5883.geopotential number by the normal gravity value computed on the AE5883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5883.degrees latitude (g = 980.6199 gals.). AE5883 AE5883.The modeled gravity was interpolated from observed gravity values. AE5883 AE5883; North East Units Scale Factor Converg. AE5883;SPC NC - 192,899.030 784,850.041 MT 0.99988006 +1 06 52.8 AE5883;SPC NC - 632,869.57 2,574,962.18 sFT 0.99988006 +1 06 52.8 AE5883;UTM 18 - 3,927,527.128 312,306.084 MT 1.00003415 -1 12 03.2 AE5883 AE5883! - Elev Factor x Scale Factor = Combined Factor AE5883!SPC NC - 1.00000426 x 0.99988006 = 0.99988432 AE5883!UTM 18 - 1.00000426 x 1.00003415 = 1.00003841 AE5883 AE5883 SUPERSEDED SURVEY CONTROL AE5883 AE5883 NGVD 29 (04/29/98) 9.90 (m) 32.5 (f) LEVELING 3 AE5883 AE5883.Superseded values are not recommended for survey control. AE5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5883.See file dsdata.txt to determine how the superseded data were derived. AE5883 AE5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1230627527(NAD 83) AE5883_MARKER: DH = HORIZONTAL CONTROL DISK AE5883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5883_STAMPING: NEVA 1983 AE5883_MARK LOGO: NCGS AE5883_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5883+STABILITY: SURFACE MOTION AE5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5883+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5883 AE5883 HISTORY - Date Condition Report By AE5883 HISTORY - 1983 MONUMENTED NCGS AE5883 HISTORY - 19900514 GOOD NCGS AE5883 HISTORY - 20040327 GOOD USPSQD AE5883 AE5883 STATION DESCRIPTION AE5883 AE5883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5883'STATION IS LOCATED 5.3 KM (3.30 MI) SOUTHEAST OF CHOCOWINITY OR 15.9 AE5883'KM (9.85 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 5.6 KM AE5883'(3.45 MI) SOUTHEAST OF US 17, OR 0.3 KM (0.20 MI) SOUTHEAST OF SR AE5883'1139, AND NEAR A SMALL CEMETARY. MARK IS RECESSED 4 INCHES BELOW AE5883'GROUND. LOCATED 4.9 M (16.1 FT) EAST OF THE CENTERLINE OF THE AE5883'HIGHWAY, 13.1 M (43.0 FT) NORTH-NORTHWEST OF NORTH END OF A DRIVEWAY AE5883'CULVERT, 17.1 M (56.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A AE5883'TOBACCO BARN, 30.8 M (101.0 FT) NORTHWEST OF THE CENTER OF LONNIE S. AE5883'DIXON TOMBSTONE--AND 19.2 M (63.0 FT) WEST OF A 24-INCH PINE, 26.5 M AE5883'(86.9 FT) NORTH-NORTHEAST OF A TELEPHONE POLE 89--BOTH WITH REFERENCE AE5883'TAGS. AE5883 AE5883 STATION RECOVERY (1990) AE5883 AE5883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5883'RECOVERED AS DESCRIBED. AE5883 AE5883 STATION RECOVERY (2004) AE5883 AE5883'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5883'REFERENCE TAG AND IDENTIFYING NUMBERS MISSING FROM POLE NO. 89. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9100 *********************************************************************** AF9100 DESIGNATION - NIXON AF9100 PID - AF9100 AF9100 STATE/COUNTY- NC/BEAUFORT AF9100 USGS QUAD - BELHAVEN (1974) AF9100 AF9100 *CURRENT SURVEY CONTROL AF9100 ___________________________________________________________________ AF9100* NAD 83(1986)- 35 33 27.46396(N) 076 33 17.43492(W) ADJUSTED AF9100* NAVD 88 - 2.1 (meters) 7. (feet) VERT ANG AF9100 ___________________________________________________________________ AF9100 LAPLACE CORR- -3.14 (seconds) DEFLEC99 AF9100 GEOID HEIGHT- -37.26 (meters) GEOID03 AF9100 AF9100 HORZ ORDER - SECOND AF9100 AF9100.The North Carolina HARNS have been completed but, AF9100.due to contractual restrictions, coordinates for these stations AF9100.will NOT be published in the near future. In the interim, the AF9100.published coordinates in North Carolina will not be AF9100.consistent with the Continuously Operating Reference Stations AF9100.(CORS). The HARN coordinates for these stations are available AF9100.upon request. Contact Gary Thompson(919-733-3836). AF9100. AF9100.In addition, the published North Carolina positions AF9100.(NAD 83 (1986)) are NOT consistent with those determined in AF9100.adjacent state readjustments. The discontinuity between stations AF9100.located in North Carolina and those in adjacent states AF9100.which have been adjusted to the HARN may be as much as 5 AF9100.decimeters. This will result in a significant loss of accuracy AF9100.over lines crossing such state borders. AF9100 AF9100 AF9100.The horizontal coordinates were established by classical geodetic methods AF9100.and adjusted by the National Geodetic Survey in July 1998. AF9100 AF9100.The orthometric height was determined by vertical angle observations. AF9100 AF9100.The Laplace correction was computed from DEFLEC99 derived deflections. AF9100 AF9100.The geoid height was determined by GEOID03. AF9100 AF9100; North East Units Scale Factor Converg. AF9100;SPC NC - 203,251.328 831,242.747 MT 0.99988679 +1 24 40.6 AF9100;SPC NC - 666,833.73 2,727,168.91 sFT 0.99988679 +1 24 40.6 AF9100;UTM 18 - 3,935,996.904 359,081.608 MT 0.99984471 -0 54 15.6 AF9100 AF9100! - Elev Factor x Scale Factor = Combined Factor AF9100!SPC NC - 1.00000552 x 0.99988679 = 0.99989230 AF9100!UTM 18 - 1.00000552 x 0.99984471 = 0.99985022 AF9100 AF9100 SUPERSEDED SURVEY CONTROL AF9100 AF9100.No superseded survey control is available for this station. AF9100 AF9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5908235997(NAD 83) AF9100_MARKER: DE = TRAVERSE STATION DISK AF9100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9100_STAMPING: NIXON 1982 AF9100_MARK LOGO: NCGS AF9100_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AF9100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9100+STABILITY: SURFACE MOTION AF9100 AF9100 HISTORY - Date Condition Report By AF9100 HISTORY - 1982 MONUMENTED NCGS AF9100 AF9100 STATION DESCRIPTION AF9100 AF9100'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9100'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) EAST-NORTHEAST OF BELHAVEN AF9100'AND 12.1 KM (7.50 MI) WEST-NORTHWEST OF SCRANTON. ALONG US 264 FOR 5.3 AF9100'KM (3.30 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), OR 0.9 KM AF9100'(0.55 MI) WEST FROM SR 1710, NEAR A GRAVEL DRIVE TO A BRICK HOUSE. AF9100'MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 6.4 M (21.0 FT) AF9100'SOUTHWEST OF THE CENTERLINE OF US 264, 2.7 M (8.9 FT) NORTHEAST OF THE AF9100'EAST END OF A CONCRETE DRIVEWAY CULVERT--AND 11.7 M (38.4 FT) AF9100'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 23.1 M (75.8 FT) SOUTH AF9100'OF A POWER POLE, AND 34.7 M (113.8 FT) SOUTHWEST OF A TELEPHONE AF9100'POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3828 *********************************************************************** EY3828 DESIGNATION - NO 1 EY3828 PID - EY3828 EY3828 STATE/COUNTY- NC/BEAUFORT EY3828 USGS QUAD - AURORA (1993) EY3828 EY3828 *CURRENT SURVEY CONTROL EY3828 ___________________________________________________________________ EY3828* NAD 83(1986)- 35 19 27.13150(N) 076 46 07.07798(W) ADJUSTED EY3828* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3828 ___________________________________________________________________ EY3828 LAPLACE CORR- -1.12 (seconds) DEFLEC99 EY3828 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3828 EY3828 HORZ ORDER - THIRD EY3828 EY3828.The North Carolina HARNS have been completed but, EY3828.due to contractual restrictions, coordinates for these stations EY3828.will NOT be published in the near future. In the interim, the EY3828.published coordinates in North Carolina will not be EY3828.consistent with the Continuously Operating Reference Stations EY3828.(CORS). The HARN coordinates for these stations are available EY3828.upon request. Contact Gary Thompson(919-733-3836). EY3828. EY3828.In addition, the published North Carolina positions EY3828.(NAD 83 (1986)) are NOT consistent with those determined in EY3828.adjacent state readjustments. The discontinuity between stations EY3828.located in North Carolina and those in adjacent states EY3828.which have been adjusted to the HARN may be as much as 5 EY3828.decimeters. This will result in a significant loss of accuracy EY3828.over lines crossing such state borders. EY3828 EY3828 EY3828.The horizontal coordinates were established by classical geodetic methods EY3828.and adjusted by the National Geodetic Survey in July 1986. EY3828 EY3828.The orthometric height was scaled from a topographic map. EY3828 EY3828.The Laplace correction was computed from DEFLEC99 derived deflections. EY3828 EY3828.The geoid height was determined by GEOID03. EY3828 EY3828; North East Units Scale Factor Converg. EY3828;SPC NC - 176,906.274 812,449.187 MT 0.99987339 +1 17 16.4 EY3828;SPC NC - 580,400.00 2,665,510.37 sFT 0.99987339 +1 17 16.4 EY3828;UTM 18 - 3,910,431.838 339,239.947 MT 0.99991850 -1 01 22.2 EY3828 EY3828! - Elev Factor x Scale Factor = Combined Factor EY3828!SPC NC - 1.00000574 x 0.99987339 = 0.99987913 EY3828!UTM 18 - 1.00000574 x 0.99991850 = 0.99992424 EY3828 EY3828 SUPERSEDED SURVEY CONTROL EY3828 EY3828 NAD 27 - 35 19 26.51700(N) 076 46 08.34300(W) AD( ) 3 EY3828 EY3828.Superseded values are not recommended for survey control. EY3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3828.See file dsdata.txt to determine how the superseded data were derived. EY3828 EY3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3924010432(NAD 83) EY3828_MARKER: Z = SEE DESCRIPTION EY3828_SETTING: 0 = UNSPECIFIED SETTING EY3828_MARK LOGO: USE EY3828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3828 EY3828 HISTORY - Date Condition Report By EY3828 HISTORY - 1935 MONUMENTED CGS EY3828 HISTORY - 1948 GOOD CGS EY3828 EY3828 STATION DESCRIPTION EY3828 EY3828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3828'STATION IS ON A POINT KNOWN AS POINT OF MARSH OR SILVERTHORN EY3828'POINT. IT IS ON THE SE EXTREMITY OF POINT ON THE SHORE LINE. EY3828' EY3828'STATION MARK IS A 2-INCH GALVANIZED-IRON PIPE DRIVEN INTO EY3828'THE MARSH AND PROJECTS 1 FOOT ABOVE THE SURFACE. EY3828 EY3828 STATION RECOVERY (1948) EY3828 EY3828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3828'STATION WAS RECOVERED IN GOOD CONDITION. THE PUBLISHED EY3828'DESCRIPTION IS INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3828' EY3828'STATION IS ON THE N SIDE OF SOUTH CREEK ON SILVERTHORN POINT. IT EY3828'IS ON THE SE EXTREMITY OF THE POINT. DISTANCES TO THE SHORELINE ARE EY3828'AS FOLLOWS--(1) 9.0 METERS W (2) 4.4 METERS S (EXTREME S POINT), EY3828'(3) 5.0 METERS E. EY3828' EY3828'STATION IS MARKED WITH A 2-INCH GALVANIZED-IRON PIPE DRIVEN INTO EY3828'THE MARSH AND PROJECTS 1 FOOT ABOVE THE SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3829 *********************************************************************** EY3829 DESIGNATION - NO 2 EY3829 PID - EY3829 EY3829 STATE/COUNTY- NC/BEAUFORT EY3829 USGS QUAD - AURORA (1993) EY3829 EY3829 *CURRENT SURVEY CONTROL EY3829 ___________________________________________________________________ EY3829* NAD 83(1986)- 35 19 23.31608(N) 076 46 39.88306(W) ADJUSTED EY3829* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3829 ___________________________________________________________________ EY3829 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3829 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3829 EY3829 HORZ ORDER - THIRD EY3829 EY3829.The North Carolina HARNS have been completed but, EY3829.due to contractual restrictions, coordinates for these stations EY3829.will NOT be published in the near future. In the interim, the EY3829.published coordinates in North Carolina will not be EY3829.consistent with the Continuously Operating Reference Stations EY3829.(CORS). The HARN coordinates for these stations are available EY3829.upon request. Contact Gary Thompson(919-733-3836). EY3829. EY3829.In addition, the published North Carolina positions EY3829.(NAD 83 (1986)) are NOT consistent with those determined in EY3829.adjacent state readjustments. The discontinuity between stations EY3829.located in North Carolina and those in adjacent states EY3829.which have been adjusted to the HARN may be as much as 5 EY3829.decimeters. This will result in a significant loss of accuracy EY3829.over lines crossing such state borders. EY3829 EY3829 EY3829.The horizontal coordinates were established by classical geodetic methods EY3829.and adjusted by the National Geodetic Survey in July 1986. EY3829 EY3829.The orthometric height was scaled from a topographic map. EY3829 EY3829.The Laplace correction was computed from DEFLEC99 derived deflections. EY3829 EY3829.The geoid height was determined by GEOID03. EY3829 EY3829; North East Units Scale Factor Converg. EY3829;SPC NC - 176,770.151 811,623.561 MT 0.99987336 +1 16 57.4 EY3829;SPC NC - 579,953.40 2,662,801.63 sFT 0.99987336 +1 16 57.4 EY3829;UTM 18 - 3,910,329.108 338,409.465 MT 0.99992180 -1 01 41.1 EY3829 EY3829! - Elev Factor x Scale Factor = Combined Factor EY3829!SPC NC - 1.00000589 x 0.99987336 = 0.99987925 EY3829!UTM 18 - 1.00000589 x 0.99992180 = 0.99992769 EY3829 EY3829 SUPERSEDED SURVEY CONTROL EY3829 EY3829 NAD 27 - 35 19 22.70100(N) 076 46 41.15000(W) AD( ) 3 EY3829 EY3829.Superseded values are not recommended for survey control. EY3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3829.See file dsdata.txt to determine how the superseded data were derived. EY3829 EY3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3840910329(NAD 83) EY3829_MARKER: Z = SEE DESCRIPTION EY3829_SETTING: 0 = UNSPECIFIED SETTING EY3829_MARK LOGO: USE EY3829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3829 EY3829 HISTORY - Date Condition Report By EY3829 HISTORY - 1935 MONUMENTED CGS EY3829 HISTORY - 1948 MARK NOT FOUND CGS EY3829 EY3829 STATION DESCRIPTION EY3829 EY3829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3829'STATION IS ON HOLLAND POINT, A VERY PROMINENT POINT ONE HALF EY3829'MILE W OF POINT OF MARSH ON THE SOUTHERN SIDE OF SOUTH CREEK EY3829'WHERE CREEK CHANGES COURSE FROM NE TO SE. FROM THE STATION, SHORE EY3829'LINE IS 1 METER N. EY3829' EY3829'STATION MARK IS A 2-INCH GALVANIZED-PIPE DRIVEN IN MARSH. PIPE EY3829'PROJECTS 1 FOOT ABOVE SURFACE OF THE MARSH. EY3829 EY3829 STATION RECOVERY (1948) EY3829 EY3829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3829'STATION WAS NOT FOUND. A THOROUGH SEARCH WAS MADE BY A TWO-MAN EY3829'PARTY ON TWO OCCASIONS FOR A TOTAL OF TWO MAN HOURS, BUT NO EY3829'TRACE OF THE STATION COULD BE FOUND. THE 1935 DESCRIPTION STATES EY3829'THAT THE STATION WAS ONE METER N OF THE SHORELINE. IN MOST EY3829'AREAS, THE SHORELINE HAS ERODED MORE THAN THAT. IT IS EY3829'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3498 *********************************************************************** EY3498 DESIGNATION - NODE EY3498 PID - EY3498 EY3498 STATE/COUNTY- NC/BEAUFORT EY3498 USGS QUAD - LOWLAND (1993) EY3498 EY3498 *CURRENT SURVEY CONTROL EY3498 ___________________________________________________________________ EY3498* NAD 83(1986)- 35 17 58.70773(N) 076 37 25.36191(W) ADJUSTED EY3498* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3498 ___________________________________________________________________ EY3498 LAPLACE CORR- -0.71 (seconds) DEFLEC99 EY3498 GEOID HEIGHT- -37.32 (meters) GEOID03 EY3498 EY3498 HORZ ORDER - THIRD EY3498 EY3498.The North Carolina HARNS have been completed but, EY3498.due to contractual restrictions, coordinates for these stations EY3498.will NOT be published in the near future. In the interim, the EY3498.published coordinates in North Carolina will not be EY3498.consistent with the Continuously Operating Reference Stations EY3498.(CORS). The HARN coordinates for these stations are available EY3498.upon request. Contact Gary Thompson(919-733-3836). EY3498. EY3498.In addition, the published North Carolina positions EY3498.(NAD 83 (1986)) are NOT consistent with those determined in EY3498.adjacent state readjustments. The discontinuity between stations EY3498.located in North Carolina and those in adjacent states EY3498.which have been adjusted to the HARN may be as much as 5 EY3498.decimeters. This will result in a significant loss of accuracy EY3498.over lines crossing such state borders. EY3498 EY3498 EY3498.The horizontal coordinates were established by classical geodetic methods EY3498.and adjusted by the National Geodetic Survey in July 1986. EY3498 EY3498.The orthometric height was scaled from a topographic map. EY3498 EY3498.The Laplace correction was computed from DEFLEC99 derived deflections. EY3498 EY3498.The geoid height was determined by GEOID03. EY3498 EY3498; North East Units Scale Factor Converg. EY3498;SPC NC - 174,488.066 825,686.379 MT 0.99987294 +1 22 17.5 EY3498;SPC NC - 572,466.26 2,708,939.40 sFT 0.99987294 +1 22 17.5 EY3498;UTM 18 - 3,907,481.918 352,369.160 MT 0.99986860 -0 56 18.4 EY3498 EY3498! - Elev Factor x Scale Factor = Combined Factor EY3498!SPC NC - 1.00000575 x 0.99987294 = 0.99987869 EY3498!UTM 18 - 1.00000575 x 0.99986860 = 0.99987435 EY3498 EY3498: Primary Azimuth Mark Grid Az EY3498:SPC NC - BEACON 35 083 13 33.3 EY3498:UTM 18 - BEACON 35 085 32 09.2 EY3498 EY3498|---------------------------------------------------------------------| EY3498| PID Reference Object Distance Geod. Az | EY3498| dddmmss.s | EY3498| EY3476 BEACON 35 APPROX. 0.5 KM 0843550.8 | EY3498| EY5282 NODE RM 1 13.790 METERS 23838 | EY3498| EY5283 NODE RM 2 28.108 METERS 24350 | EY3498|---------------------------------------------------------------------| EY3498 EY3498 SUPERSEDED SURVEY CONTROL EY3498 EY3498 NAD 27 - 35 17 58.09500(N) 076 37 26.61800(W) AD( ) 3 EY3498 EY3498.Superseded values are not recommended for survey control. EY3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3498.See file dsdata.txt to determine how the superseded data were derived. EY3498 EY3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5236907482(NAD 83) EY3498_MARKER: DS = TRIANGULATION STATION DISK EY3498_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3498_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3498 EY3498 HISTORY - Date Condition Report By EY3498 HISTORY - 1935 MONUMENTED CGS EY3498 HISTORY - 1948 GOOD CGS EY3498 EY3498 STATION DESCRIPTION EY3498 EY3498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3498'STATION IS ON THE WESTERN SHORE OF GOOSE CREEK ON THE SOUTHERN EY3498'SIDE OF THE ENTRANCE TO SNODE CREEK, IN GRASS-COVERED MARSH 50 EY3498'YARDS N OF GRASS-COVERED WOODED FAST LAND, 18 YARDS WSW FROM EY3498'HIGH-WATER LINE. EY3498' EY3498'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3498'CONCRETE AT THE CENTER OF THE TOP OF TILES. EY3498' EY3498'STATION MARK PROJECTS 5 INCHES AND REFERENCE MARKS PROJECT 8 EY3498'INCHES ABOVE GROUND. EY3498 EY3498 STATION RECOVERY (1948) EY3498 EY3498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3498'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. DISTANCE EY3498'TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE EY3498'AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE EY3498'EXCEPT THAT THE DISTANCE TO THE WATER LINE SHOULD BE CHANGED EY3498'FROM 18 YARDS TO 16.8 METERS FROM APPARENT SHORELINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3555 *********************************************************************** EY3555 DESIGNATION - NORTH RESET EY3555 PID - EY3555 EY3555 STATE/COUNTY- NC/BEAUFORT EY3555 USGS QUAD - RANSOMVILLE (1983) EY3555 EY3555 *CURRENT SURVEY CONTROL EY3555 ___________________________________________________________________ EY3555* NAD 83(1986)- 35 24 10.06507(N) 076 38 46.52986(W) ADJUSTED EY3555* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3555 ___________________________________________________________________ EY3555 LAPLACE CORR- -0.97 (seconds) DEFLEC99 EY3555 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3555 EY3555 HORZ ORDER - SECOND EY3555 EY3555.The North Carolina HARNS have been completed but, EY3555.due to contractual restrictions, coordinates for these stations EY3555.will NOT be published in the near future. In the interim, the EY3555.published coordinates in North Carolina will not be EY3555.consistent with the Continuously Operating Reference Stations EY3555.(CORS). The HARN coordinates for these stations are available EY3555.upon request. Contact Gary Thompson(919-733-3836). EY3555. EY3555.In addition, the published North Carolina positions EY3555.(NAD 83 (1986)) are NOT consistent with those determined in EY3555.adjacent state readjustments. The discontinuity between stations EY3555.located in North Carolina and those in adjacent states EY3555.which have been adjusted to the HARN may be as much as 5 EY3555.decimeters. This will result in a significant loss of accuracy EY3555.over lines crossing such state borders. EY3555 EY3555 EY3555.The horizontal coordinates were established by classical geodetic methods EY3555.and adjusted by the National Geodetic Survey in July 1986. EY3555 EY3555.The orthometric height was scaled from a topographic map. EY3555 EY3555.The Laplace correction was computed from DEFLEC99 derived deflections. EY3555 EY3555.The geoid height was determined by GEOID03. EY3555 EY3555; North East Units Scale Factor Converg. EY3555;SPC NC - 185,879.284 823,365.210 MT 0.99987605 +1 21 30.6 EY3555;SPC NC - 609,838.95 2,701,324.03 sFT 0.99987605 +1 21 30.6 EY3555;UTM 18 - 3,918,957.449 350,509.253 MT 0.99987540 -0 57 14.0 EY3555 EY3555! - Elev Factor x Scale Factor = Combined Factor EY3555!SPC NC - 1.00000558 x 0.99987605 = 0.99988163 EY3555!UTM 18 - 1.00000558 x 0.99987540 = 0.99988098 EY3555 EY3555: Primary Azimuth Mark Grid Az EY3555:SPC NC - HIGGS 106 08 28.9 EY3555:UTM 18 - HIGGS 108 27 13.5 EY3555 EY3555|---------------------------------------------------------------------| EY3555| PID Reference Object Distance Geod. Az | EY3555| dddmmss.s | EY3555| EY5287 NORTH RM 11.759 METERS 01903 | EY3555| EY5288 NORTH RM 2 15.545 METERS 10334 | EY3555| EY3454 HIGGS APPROX. 4.8 KM 1072959.5 | EY3555| EY3481 CAT APPROX.10.2 KM 1413930.2 | EY3555| EY3479 BEC APPROX. 8.4 KM 1465400.2 | EY3555| EY3511 BUX APPROX. 4.7 KM 1765957.4 | EY3555| EY3547 INDIAN ISLAND SLUE LIGHT APPROX. 5.5 KM 2105342.5 | EY3555| EY3548 INDIAN SLUE BEACON APPROX. 5.5 KM 2105520.1 | EY3555|---------------------------------------------------------------------| EY3555 EY3555 SUPERSEDED SURVEY CONTROL EY3555 EY3555 NAD 27 - 35 24 09.46900(N) 076 38 47.79000(W) AD( ) 2 EY3555 EY3555.Superseded values are not recommended for survey control. EY3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3555.See file dsdata.txt to determine how the superseded data were derived. EY3555 EY3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5050918957(NAD 83) EY3555_MARKER: DS = TRIANGULATION STATION DISK EY3555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3555_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3555 EY3555 HISTORY - Date Condition Report By EY3555 HISTORY - 1914 MONUMENTED CGS EY3555 HISTORY - 1933 SEE DESCRIPTION CGS EY3555 HISTORY - 1935 GOOD CGS EY3555 HISTORY - 1949 SEE DESCRIPTION CGS EY3555 EY3555 STATION DESCRIPTION EY3555 EY3555'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3555'STATION IS ON THE N BANK OF PAMLICO RIVER, ABOUT 1 MILE E FROM EY3555'NORTH CREEK, ON ABOUT 1/4 MILE W OF A YELLOW BLUFF WHICH CAN BE EY3555'SEEN FROM OFFSHORE, ON A PROJECTION HARDLY WELL ENOUGH DEFINED TO EY3555'BE TERMED A POINT, IN THE SAND AT THE EDGE OF THE WOODS. THERE EY3555'ARE NO PROMINENT LAND MARKS BY WHICH TO LOCATE THE STATION, BUT EY3555'BACK OF IT, IN THE WOODS, THERE ARE SAND RIDGES NOW OVERGROWN EY3555'WHICH SHOW EVIDENCE OF OLD BEACH LINES. EY3555' EY3555'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY3555'IN THE CENTER OF THE TOPS OF TILES, AS DESCRIBED. EY3555' EY3555'THE REFERENCE MARK IS 11.76 METERS (38.58 FEET) FROM THE STATION. EY3555 EY3555 STATION RECOVERY (1933) EY3555 EY3555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3555'STATION RECOVERED AS DESCRIBED. IT WAS 1 FOOT UNDER SAND ON N EY3555'SIDE OF THE PAMLICO RIVER, ABOUT 1 MILE E OF MOUTH OF NORTH CREEK, EY3555'225 METERS W OF A WHARF, 13 METERS FROM SHORE ON A SANDY EY3555'RIDGE. REFERENCE MARK ALSO FOUND. EY3555' EY3555'THE STATION WAS RENOVATED BY PLACING TWO HEAVY LAYERS OF CEMENT EY3555'BAG PAPER OVER THE OLD MARK, AND OVER THIS SUPERIMPOSING A 12-INCH EY3555'CEMENT TILE FILLED WITH CEMENT, AND WITH A CONCRETE COLLAR EY3555'OUTSIDE. AND CEMENTING IN THE TOP A STANDARD DISK STAMPED NORTH EY3555'1933, EXACTLY CENTERED OVER THE OLD MARK. THE ORIGINAL (1914) EY3555'SURFACE MARK IS NOW THE SUBSURFACE MARK. EY3555' EY3555'THE RECOVERED REFERENCE MARK WAS REINFORCED WITH A HEAVY CEMENT EY3555'COLLAR. REFERENCE MARK NO. 2 A STANDARD DISK, STAMPED NO. 2 1933, EY3555'SET IN CONCRETE, IN THE TOP OF TILE AS DESCRIBED, EY3555'IS E OF THE STATION AND PROJECTS 10 INCHES ABOVE SURFACE OF THE EY3555'GROUND. IT IS SURROUNDED BY A HEAVY CEMENT COLLAR. EY3555' EY3555'HEIGHT OF SIGNAL ABOVE STATION MARK - 9.2 METERS. EY3555 EY3555 STATION RECOVERY (1935) EY3555 EY3555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3555'STATION AND MARKS WERE RECOVERED IN GOOD CONDITION. THE DESCRIPTION EY3555'AS OF 1933 AND 1914 IS ADEQUATE EXCEPT FOR A DESCRIPTION OF HOW TO EY3555'REACH THE STATION BY LAND. EY3555' EY3555'TO REACH FROM WASHINGTON FOLLOW ROUTE 264 E 19.6 MILES TO TANKARDS EY3555'FILLING STATION IN YEATSVILLE. SET 0.0 MILE AND TURN RIGHT ON EY3555'DIRT ROAD, AT 2.7 MILES TURN LEFT AT SIGN WINSTEADVILLE 6 MILES, AT EY3555'5.8 MILES KEEP STRAIGHT AT CROSS ROAD, AT 8.4 MILES KEEP STRAIGHT EY3555'AT WINSTEADVILLE CROSSROADS, AT 14.7 MILES KEEP RIGHT AT SIGN EY3555'PAMLICO BEACH 1/2 MILE, AT 16.9 MILES KEEP STRAIGHT ON AT SIGN EY3555'MOTOR BOAT FOR FISHING, AND AT 17.3 MILES REACH STATION ON LEFT EY3555'AT BLAZED PINE TREE. EY3555 EY3555 STATION RECOVERY (1949) EY3555 EY3555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3555'THE STATION WAS NOT RECOVERED. ONE REFERENCE MARK, WITH NO EY3555'STAMPING, WAS FOUND ON ITS SIDE IN THE WATER, ABOUT 20.0 FEET EY3555'OFFSHORE. A THOROUGH SEARCH WAS MADE FOR THE STATION, BUT IT WAS EY3555'NOT FOUND. THERE IS EVIDENCE OF AT LEAST 10.0 FEET OF EROSION EY3555'ALONG THE SHORE. IT IS RECOMMENDED THAT THE STATION BE EY3555'CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2141 *********************************************************************** EY2141 DESIGNATION - OAKDALE EY2141 PID - EY2141 EY2141 STATE/COUNTY- NC/BEAUFORT EY2141 USGS QUAD - WASHINGTON (1983) EY2141 EY2141 *CURRENT SURVEY CONTROL EY2141 ___________________________________________________________________ EY2141* NAD 83(1986)- 35 33 12.28758(N) 077 02 31.82884(W) ADJUSTED EY2141* NAVD 88 - 7.9 (meters) 26. (feet) VERTCON EY2141 ___________________________________________________________________ EY2141 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY2141 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2141 EY2141 HORZ ORDER - SECOND EY2141 EY2141.The North Carolina HARNS have been completed but, EY2141.due to contractual restrictions, coordinates for these stations EY2141.will NOT be published in the near future. In the interim, the EY2141.published coordinates in North Carolina will not be EY2141.consistent with the Continuously Operating Reference Stations EY2141.(CORS). The HARN coordinates for these stations are available EY2141.upon request. Contact Gary Thompson(919-733-3836). EY2141. EY2141.In addition, the published North Carolina positions EY2141.(NAD 83 (1986)) are NOT consistent with those determined in EY2141.adjacent state readjustments. The discontinuity between stations EY2141.located in North Carolina and those in adjacent states EY2141.which have been adjusted to the HARN may be as much as 5 EY2141.decimeters. This will result in a significant loss of accuracy EY2141.over lines crossing such state borders. EY2141 EY2141 EY2141.The horizontal coordinates were established by classical geodetic methods EY2141.and adjusted by the National Geodetic Survey in July 1986. EY2141 EY2141.The NAVD 88 height was computed by applying the VERTCON shift value to EY2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2141 EY2141.The Laplace correction was computed from DEFLEC99 derived deflections. EY2141 EY2141.The geoid height was determined by GEOID03. EY2141 EY2141; North East Units Scale Factor Converg. EY2141;SPC NC - 201,804.082 787,084.179 MT 0.99988641 +1 07 48.0 EY2141;SPC NC - 662,085.56 2,582,292.01 sFT 0.99988641 +1 07 48.0 EY2141;UTM 18 - 3,936,335.870 314,898.738 MT 1.00002223 -1 11 16.0 EY2141 EY2141! - Elev Factor x Scale Factor = Combined Factor EY2141!SPC NC - 1.00000451 x 0.99988641 = 0.99989092 EY2141!UTM 18 - 1.00000451 x 1.00002223 = 1.00002674 EY2141 EY2141: Primary Azimuth Mark Grid Az EY2141:SPC NC - MARKET 300 29 54.8 EY2141:UTM 18 - MARKET 302 48 58.8 EY2141 EY2141|---------------------------------------------------------------------| EY2141| PID Reference Object Distance Geod. Az | EY2141| dddmmss.s | EY2141| EY2132 MARKET 412.036 METERS 3013742.8 | EY2141|---------------------------------------------------------------------| EY2141 EY2141 SUPERSEDED SURVEY CONTROL EY2141 EY2141 NAD 27 - 35 33 11.69983(N) 077 02 33.00369(W) AD( ) 2 EY2141 NGVD 29 (07/19/86) 8.2 (m) 27. (f) VERT ANG EY2141 EY2141.Superseded values are not recommended for survey control. EY2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2141.See file dsdata.txt to determine how the superseded data were derived. EY2141 EY2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1489936336(NAD 83) EY2141_MARKER: DE = TRAVERSE STATION DISK EY2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2141_STAMPING: OAKDALE 1965 EY2141_MARK LOGO: NCGS EY2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2141+STABILITY: SURFACE MOTION EY2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY2141+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 EY2141 EY2141 HISTORY - Date Condition Report By EY2141 HISTORY - 1965 MONUMENTED NCGS EY2141 HISTORY - 19890729 GOOD USPSQD EY2141 HISTORY - 20030307 GOOD USPSQD EY2141 EY2141 STATION DESCRIPTION EY2141 EY2141'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2141'OAKDALE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2141'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2141' EY2141'OAKDALE IS 1.15 MILES NE OF WASHINGTON. TO REACH STATION EY2141'FROM U.S. 17 AND MAIN ST. AT PAMLICO BRIDGE. GO 1.4 MILES N EY2141'ON U.S. 17 TO W. 15TH ST., TURN RIGHT (E) ON W. 15TH ST. FOR EY2141'1.35 MILES TO OAKDALE CEMETERY OR THE BRICK CHURCH OF GOD, ON EY2141'N SIDE OF 15TH ST. STATION IS ON SE SIDE OF CEMETERY JUST N EY2141'OF ROAD THAT IS ON S SIDE OF CEMETERY AND S OF ROBERSONS EY2141'HEADSTONE. EY2141' EY2141'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2141'OAKDALE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2141'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2141' EY2141'MARK IS EY2141' EY2141'13.3 FT SW OF SE CORNERSTONE OF ROBERSON PLOT EY2141' EY2141'98.1 FT N OF PP WITH ALUMINUM REF. TAG EY2141' EY2141'98.2 FT W OF SW CORNER OF CHURCH EY2141' EY2141'11.5 FT S OF SAMUEL H. ROBERSON EY2141' EY2141'22.5 FT SE OF POOLE HEADSTONE EY2141' EY2141'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2141 EY2141 STATION RECOVERY (1989) EY2141 EY2141'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2141'RECOVERED IN GOOD CONDITION. EY2141 EY2141 STATION RECOVERY (2003) EY2141 EY2141'RECOVERY NOTE BY US POWER SQUADRON 2003 EY2141'MARK SLIGHLY BELOW GROUND LEVEL 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4104 *********************************************************************** EY4104 DESIGNATION - ODEN EY4104 PID - EY4104 EY4104 STATE/COUNTY- NC/BEAUFORT EY4104 USGS QUAD - PINETOWN (1974) EY4104 EY4104 *CURRENT SURVEY CONTROL EY4104 ___________________________________________________________________ EY4104* NAD 83(1986)- 35 31 25.97073(N) 076 48 12.88598(W) ADJUSTED EY4104* NAVD 88 - 4.510 (meters) 14.80 (feet) ADJUSTED EY4104 ___________________________________________________________________ EY4104 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EY4104 GEOID HEIGHT- -36.97 (meters) GEOID03 EY4104 DYNAMIC HT - 4.506 (meters) 14.78 (feet) COMP EY4104 MODELED GRAV- 979,760.4 (mgal) NAVD 88 EY4104 EY4104 HORZ ORDER - SECOND EY4104 VERT ORDER - SECOND CLASS II EY4104 EY4104.The North Carolina HARNS have been completed but, EY4104.due to contractual restrictions, coordinates for these stations EY4104.will NOT be published in the near future. In the interim, the EY4104.published coordinates in North Carolina will not be EY4104.consistent with the Continuously Operating Reference Stations EY4104.(CORS). The HARN coordinates for these stations are available EY4104.upon request. Contact Gary Thompson(919-733-3836). EY4104. EY4104.In addition, the published North Carolina positions EY4104.(NAD 83 (1986)) are NOT consistent with those determined in EY4104.adjacent state readjustments. The discontinuity between stations EY4104.located in North Carolina and those in adjacent states EY4104.which have been adjusted to the HARN may be as much as 5 EY4104.decimeters. This will result in a significant loss of accuracy EY4104.over lines crossing such state borders. EY4104 EY4104 EY4104.The horizontal coordinates were established by classical geodetic methods EY4104.and adjusted by the National Geodetic Survey in July 1998. EY4104 EY4104.The orthometric height was determined by differential leveling EY4104.and adjusted by the National Geodetic Survey in June 1991. EY4104 EY4104.The Laplace correction was computed from DEFLEC99 derived deflections. EY4104 EY4104.The geoid height was determined by GEOID03. EY4104 EY4104.The dynamic height is computed by dividing the NAVD 88 EY4104.geopotential number by the normal gravity value computed on the EY4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4104.degrees latitude (g = 980.6199 gals.). EY4104 EY4104.The modeled gravity was interpolated from observed gravity values. EY4104 EY4104; North East Units Scale Factor Converg. EY4104;SPC NC - 198,981.189 808,782.726 MT 0.99988383 +1 16 03.8 EY4104;SPC NC - 652,824.12 2,653,481.33 sFT 0.99988383 +1 16 03.8 EY4104;UTM 18 - 3,932,637.785 336,467.370 MT 0.99992956 -1 02 53.5 EY4104 EY4104! - Elev Factor x Scale Factor = Combined Factor EY4104!SPC NC - 1.00000509 x 0.99988383 = 0.99988892 EY4104!UTM 18 - 1.00000509 x 0.99992956 = 0.99993465 EY4104 EY4104 SUPERSEDED SURVEY CONTROL EY4104 EY4104 NAVD 88 (07/14/98) 4.51 (m) 14.8 (f) LEVELING 3 EY4104 EY4104.Superseded values are not recommended for survey control. EY4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4104.See file dsdata.txt to determine how the superseded data were derived. EY4104 EY4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3646732638(NAD 83) EY4104_MARKER: DE = TRAVERSE STATION DISK EY4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4104_SP_SET: CONCRETE POST EY4104_STAMPING: ODEN 1982 EY4104_MARK LOGO: NCGS EY4104_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4104+STABILITY: SURFACE MOTION EY4104 EY4104 HISTORY - Date Condition Report By EY4104 HISTORY - 1982 MONUMENTED NCGS EY4104 HISTORY - 19840601 GOOD NCGS EY4104 EY4104 STATION DESCRIPTION EY4104 EY4104'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4104'15.1 KM (9.4 MI) WSW FROM PANTEGO. EY4104'THE STATION IS LOCATED ABOUT 15.1 KM (9.4 MI) WEST-SOUTHWEST OF EY4104'PANTEGO AND 22.9 KM (14.2 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4104'6.0 KM (3.7 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.15 MI) EAST FROM EY4104'THE INTERSECTION WITH SR 1608, IN THE SOUTH SHOULDER, IN FRONT OF A EY4104'MOBILE HOME. THE STATION IS A STANDARD NCGS DISK STAMPED---ODEN EY4104'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4104'DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 5.2 METERS (17.2 FT) EY4104'SOUTH OF THE CENTERLINE OF US 264, 26.6 METERS (87.2 FT) SOUTHEAST OF EY4104'THE EAST END OF A DRIVEWAY CULVERT, 14.8 METERS (48.4 FT) SOUTH OF EY4104'THE WEST END OF A DRIVEWAY CULVERT--AND 16.2 METERS (53.0 FT) EY4104'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 24.0 METERS (78.6 FT) EY4104'SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. EY4104 EY4104 STATION RECOVERY (1984) EY4104 EY4104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4104'STATION IS LOCATED ABOUT 15.1 KM (9.40 MI) WEST-SOUTHWEST OF PANTEGO EY4104'AND 22.9 KM (14.20 MI) EAST OF WASHINGTON. ALONG US 264 FOR 6.0 KM EY4104'(3.70 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.10 MI) EAST FROM SR EY4104'1608, IN THE SOUTH SHOULDER, IN FRONT OF A MOBILE HOME. MARK IS EY4104'RECESSED 4 INCHES BELOW GROUND. LOCATED 5.2 M (17.1 FT) SOUTH OF THE EY4104'CENTERLINE OF US 264, 26.6 M (87.3 FT) SOUTHEAST OF THE EAST END OF A EY4104'DRIVEWAY CULVERT, 14.8 M (48.6 FT) SOUTH OF THE WEST END OF A DRIVEWAY EY4104'CULVERT--AND 16.2 M (53.1 FT) NORTHEAST OF A POWER POLE WITH A EY4104'TRANSFORMER, 24.0 M (78.7 FT) SOUTHWEST OF A POWER POLE--BOTH WITH EY4104'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3778 *********************************************************************** EY3778 DESIGNATION - OFFICE EY3778 PID - EY3778 EY3778 STATE/COUNTY- NC/BEAUFORT EY3778 USGS QUAD - BATH (1993) EY3778 EY3778 *CURRENT SURVEY CONTROL EY3778 ___________________________________________________________________ EY3778* NAD 83(1986)- 35 23 19.25346(N) 076 46 38.37166(W) ADJUSTED EY3778* NAVD 88 - 7.91 (+/-2cm) 26.0 (feet) VERTCON EY3778 ___________________________________________________________________ EY3778 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3778 GEOID HEIGHT- -37.18 (meters) GEOID03 EY3778 EY3778 HORZ ORDER - SECOND EY3778 VERT ORDER - THIRD ? (See Below) EY3778 EY3778.The North Carolina HARNS have been completed but, EY3778.due to contractual restrictions, coordinates for these stations EY3778.will NOT be published in the near future. In the interim, the EY3778.published coordinates in North Carolina will not be EY3778.consistent with the Continuously Operating Reference Stations EY3778.(CORS). The HARN coordinates for these stations are available EY3778.upon request. Contact Gary Thompson(919-733-3836). EY3778. EY3778.In addition, the published North Carolina positions EY3778.(NAD 83 (1986)) are NOT consistent with those determined in EY3778.adjacent state readjustments. The discontinuity between stations EY3778.located in North Carolina and those in adjacent states EY3778.which have been adjusted to the HARN may be as much as 5 EY3778.decimeters. This will result in a significant loss of accuracy EY3778.over lines crossing such state borders. EY3778 EY3778 EY3778.The horizontal coordinates were established by classical geodetic methods EY3778.and adjusted by the National Geodetic Survey in July 1986. EY3778 EY3778.The NAVD 88 height was computed by applying the VERTCON shift value to EY3778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3778.The vertical order pertains to the NGVD 29 superseded value. EY3778 EY3778.The Laplace correction was computed from DEFLEC99 derived deflections. EY3778 EY3778.The geoid height was determined by GEOID03. EY3778 EY3778; North East Units Scale Factor Converg. EY3778;SPC NC - 184,039.538 811,498.950 MT 0.99987544 +1 16 58.3 EY3778;SPC NC - 603,803.05 2,662,392.81 sFT 0.99987544 +1 16 58.3 EY3778;UTM 18 - 3,917,597.949 338,578.161 MT 0.99992112 -1 01 46.2 EY3778 EY3778! - Elev Factor x Scale Factor = Combined Factor EY3778!SPC NC - 1.00000459 x 0.99987544 = 0.99988003 EY3778!UTM 18 - 1.00000459 x 0.99992112 = 0.99992571 EY3778 EY3778: Primary Azimuth Mark Grid Az EY3778:SPC NC - TEXAS 185 51 37.6 EY3778:UTM 18 - TEXAS 188 10 22.1 EY3778 EY3778|---------------------------------------------------------------------| EY3778| PID Reference Object Distance Geod. Az | EY3778| dddmmss.s | EY3778| EY3782 TURN 345.107 METERS 08608 | EY3778| EY3781 TEXAS APPROX. 0.5 KM 1870835.9 | EY3778|---------------------------------------------------------------------| EY3778 EY3778 SUPERSEDED SURVEY CONTROL EY3778 EY3778 NAD 27 - 35 23 18.64495(N) 076 46 39.61655(W) AD( ) 2 EY3778 NGVD 29 (07/19/86) 8.24 (m) 27.0 (f) LEVELING 3 EY3778 EY3778.Superseded values are not recommended for survey control. EY3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3778.See file dsdata.txt to determine how the superseded data were derived. EY3778 EY3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3857817598(NAD 83) EY3778_MARKER: DE = TRAVERSE STATION DISK EY3778_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EY3778+WITH SETTING: PAVEMENT EY3778_SP_SET: PORCH EY3778_STAMPING: OFFICE 1966 EY3778_MARK LOGO: NCGS EY3778_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3778+STABILITY: SURFACE MOTION EY3778 EY3778 HISTORY - Date Condition Report By EY3778 HISTORY - 1966 MONUMENTED NCGS EY3778 HISTORY - 19830101 GOOD NCGS EY3778 HISTORY - 1985 GOOD LOCSUR EY3778 EY3778 STATION DESCRIPTION EY3778 EY3778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3778'OFFICE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY3778'VICINITY OF AURORA, NORTH CAROLINA. EY3778' EY3778'OFFICE IS 5.6 MILES N OF AURORA. LOCATED ON THE SOUTH SIDE OF EY3778'PAMLICO RIVER. AT THE TEXAS GULF SULPHUR PLANT. AT THE SW CORNER EY3778'OF THE MAIN OFFICE BUILDING. APPROXIMATELY 300 FT S OF AIRPLANE EY3778'RUNWAY. EY3778' EY3778'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, SET IN A EY3778'DRILLED HOLE ON FLOOR OF PORCH, STAMPED OFFICE 1966, THE TOP OF EY3778'WHICH IS FLUSH WITH THE SURFACE OF THE PORCH, WHICH IS CONCRETE. EY3778' EY3778'MARK IS EY3778' EY3778'3.4 FT NE OF SW CORNER OF PORCH OF OFFICE BUILDING EY3778' EY3778'2.8 FT SW OF SW CORNER OF COLUMN BASE EY3778' EY3778'4.1 FT W OF NW CORNER OF FLOWER BOX EY3778' EY3778'3.8 FT S OF SE CORNER OF W FLOWER BOX EY3778' EY3778'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3778 EY3778 STATION RECOVERY (1983) EY3778 EY3778'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3778'RECOVERED AS DESCRIBED. EY3778 EY3778 STATION RECOVERY (1985) EY3778 EY3778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (EGM) EY3778'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4297 *********************************************************************** EY4297 DESIGNATION - OIL EY4297 PID - EY4297 EY4297 STATE/COUNTY- NC/BEAUFORT EY4297 USGS QUAD - WASHINGTON (1983) EY4297 EY4297 *CURRENT SURVEY CONTROL EY4297 ___________________________________________________________________ EY4297* NAD 83(1986)- 35 32 25.02063(N) 077 03 47.33335(W) ADJUSTED EY4297* NAVD 88 - 1.77 (+/-2cm) 5.8 (feet) VERTCON EY4297 ___________________________________________________________________ EY4297 LAPLACE CORR- -2.13 (seconds) DEFLEC99 EY4297 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4297 EY4297 HORZ ORDER - SECOND EY4297 VERT ORDER - THIRD ? (See Below) EY4297 EY4297.The North Carolina HARNS have been completed but, EY4297.due to contractual restrictions, coordinates for these stations EY4297.will NOT be published in the near future. In the interim, the EY4297.published coordinates in North Carolina will not be EY4297.consistent with the Continuously Operating Reference Stations EY4297.(CORS). The HARN coordinates for these stations are available EY4297.upon request. Contact Gary Thompson(919-733-3836). EY4297. EY4297.In addition, the published North Carolina positions EY4297.(NAD 83 (1986)) are NOT consistent with those determined in EY4297.adjacent state readjustments. The discontinuity between stations EY4297.located in North Carolina and those in adjacent states EY4297.which have been adjusted to the HARN may be as much as 5 EY4297.decimeters. This will result in a significant loss of accuracy EY4297.over lines crossing such state borders. EY4297 EY4297 EY4297.The horizontal coordinates were established by classical geodetic methods EY4297.and adjusted by the National Geodetic Survey in October 1990. EY4297 EY4297.The NAVD 88 height was computed by applying the VERTCON shift value to EY4297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4297.The vertical order pertains to the NGVD 29 superseded value. EY4297 EY4297.The Laplace correction was computed from DEFLEC99 derived deflections. EY4297 EY4297.The geoid height was determined by GEOID03. EY4297 EY4297; North East Units Scale Factor Converg. EY4297;SPC NC - 200,310.479 785,211.528 MT 0.99988523 +1 07 04.4 EY4297;SPC NC - 657,185.30 2,576,148.15 sFT 0.99988523 +1 07 04.4 EY4297;UTM 18 - 3,934,919.018 312,966.947 MT 1.00003110 -1 11 58.6 EY4297 EY4297! - Elev Factor x Scale Factor = Combined Factor EY4297!SPC NC - 1.00000547 x 0.99988523 = 0.99989070 EY4297!UTM 18 - 1.00000547 x 1.00003110 = 1.00003657 EY4297 EY4297 SUPERSEDED SURVEY CONTROL EY4297 EY4297 NGVD 29 (10/26/90) 2.11 (m) 6.9 (f) LEVELING 3 EY4297 EY4297.Superseded values are not recommended for survey control. EY4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4297.See file dsdata.txt to determine how the superseded data were derived. EY4297 EY4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1296734919(NAD 83) EY4297_MARKER: DE = TRAVERSE STATION DISK EY4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4297_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4297_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4297+STABILITY: SURFACE MOTION EY4297 EY4297 HISTORY - Date Condition Report By EY4297 HISTORY - 1979 MONUMENTED NCGS EY4297 HISTORY - 20030517 MARK NOT FOUND USPSQD EY4297 HISTORY - 20040624 MARK NOT FOUND USPSQD EY4297 EY4297 STATION DESCRIPTION EY4297 EY4297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4297'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE SOUTHWEST OF WASHINGTON EY4297'AND 2.8 MILES NORTHEAST OF CHOCOWINITY. EY4297' EY4297'TO REACH STATION FROM THE SOUTH END OF THE US 17 BRIDGE OVER THE EY4297'PAMLICO RIVER, PROCEED SOUTHWEST ALONG US 17 FOR 0.05 MILE TO STATION EY4297'IN THE LEFT SHOULDER NEAR THE SOUTHWEST CORNER OF WATERS OIL COMPANY EY4297'AMOCO STORAGE TERMINAL. EY4297' EY4297'STATION MARK IS A STANDARD DISK STAMPED---OIL 1979---SET IN TOP OF EY4297'A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND SURFACE. EY4297'THE MARK IS 14.4 FEET SOUTHEAST OF CENTERLINE OF NORTH BOUND LANES, EY4297'48.7 FEET WEST OF SOUTHWEST OF METAL GATE POST, 92.6 FEET SOUTHWEST EY4297'OF ATTACK ON WASHINGTON HISTORICAL SIGN POST, 11.5 FEET NORTHEAST OF EY4297'ICE ON BRIDGE SIGN POST WITH REFERENCE TAG AND 92.5 FEET EY4297'EAST-SOUTHEAST OF POWER POLE (1269) WITH REFERENCE TAG. EY4297 EY4297 STATION RECOVERY (2003) EY4297 EY4297'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY4297'AREA IS UNDER CONSTRUCTION. MARK WOULD BE UNDER NEW BLACK TOP SURFACE EY4297'IF STILL THERE. EY4297 EY4297 STATION RECOVERY (2004) EY4297 EY4297'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4297'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2142 *********************************************************************** EY2142 DESIGNATION - OLD D EY2142 PID - EY2142 EY2142 STATE/COUNTY- NC/BEAUFORT EY2142 USGS QUAD - WASHINGTON (1983) EY2142 EY2142 *CURRENT SURVEY CONTROL EY2142 ___________________________________________________________________ EY2142* NAD 83(1986)- 35 30 06.46393(N) 077 00 04.16918(W) ADJUSTED EY2142* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2142 ___________________________________________________________________ EY2142 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2142 GEOID HEIGHT- -36.75 (meters) GEOID03 EY2142 EY2142 HORZ ORDER - THIRD EY2142 EY2142.The North Carolina HARNS have been completed but, EY2142.due to contractual restrictions, coordinates for these stations EY2142.will NOT be published in the near future. In the interim, the EY2142.published coordinates in North Carolina will not be EY2142.consistent with the Continuously Operating Reference Stations EY2142.(CORS). The HARN coordinates for these stations are available EY2142.upon request. Contact Gary Thompson(919-733-3836). EY2142. EY2142.In addition, the published North Carolina positions EY2142.(NAD 83 (1986)) are NOT consistent with those determined in EY2142.adjacent state readjustments. The discontinuity between stations EY2142.located in North Carolina and those in adjacent states EY2142.which have been adjusted to the HARN may be as much as 5 EY2142.decimeters. This will result in a significant loss of accuracy EY2142.over lines crossing such state borders. EY2142 EY2142 EY2142.The horizontal coordinates were established by classical geodetic methods EY2142.and adjusted by the National Geodetic Survey in July 1986. EY2142 EY2142.The orthometric height was scaled from a topographic map. EY2142 EY2142.The Laplace correction was computed from DEFLEC99 derived deflections. EY2142 EY2142.The geoid height was determined by GEOID03. EY2142 EY2142; North East Units Scale Factor Converg. EY2142;SPC NC - 196,153.011 790,917.255 MT 0.99988208 +1 09 13.2 EY2142;SPC NC - 643,545.34 2,594,867.69 sFT 0.99988208 +1 09 13.2 EY2142;UTM 18 - 3,930,533.704 318,500.691 MT 1.00000596 -1 09 44.8 EY2142 EY2142! - Elev Factor x Scale Factor = Combined Factor EY2142!SPC NC - 1.00000582 x 0.99988208 = 0.99988790 EY2142!UTM 18 - 1.00000582 x 1.00000596 = 1.00001178 EY2142 EY2142: Primary Azimuth Mark Grid Az EY2142:SPC NC - CREEK 207 45 14.0 EY2142:UTM 18 - CREEK 210 04 12.0 EY2142 EY2142|---------------------------------------------------------------------| EY2142| PID Reference Object Distance Geod. Az | EY2142| dddmmss.s | EY2142| EY2198 OLD D RM 1 24.792 METERS 03503 | EY2142| EY3944 HILLS CREEK LIGHT OLD APPROX. 2.5 KM 1500718.3 | EY2142| EY2287 FORK POINT LIGHT OLD APPROX. 1.3 KM 1893723.6 | EY2142| EY2284 CREEK APPROX. 2.4 KM 2085427.2 | EY2142|---------------------------------------------------------------------| EY2142 EY2142 SUPERSEDED SURVEY CONTROL EY2142 EY2142 NAD 27 - 35 30 05.87500(N) 077 00 05.34900(W) AD( ) 3 EY2142 EY2142.Superseded values are not recommended for survey control. EY2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2142.See file dsdata.txt to determine how the superseded data were derived. EY2142 EY2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1850130534(NAD 83) EY2142_MARKER: DD = SURVEY DISK EY2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2142_STAMPING: U.S.E.D. 1913 EY2142_MARK LOGO: USE EY2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2142+STABILITY: SURFACE MOTION EY2142 EY2142 HISTORY - Date Condition Report By EY2142 HISTORY - 1914 MONUMENTED USE EY2142 HISTORY - 1931 POOR CGS EY2142 HISTORY - 1933 MARK NOT FOUND CGS EY2142 HISTORY - 1948 SEE DESCRIPTION CGS EY2142 EY2142 STATION DESCRIPTION EY2142 EY2142'DESCRIBED BY US ENGINEERS 1914 (PCW) EY2142'STATION IS ON THE N SIDE OF PAMLICO RIVER, ALMOST DIRECTLY E EY2142'FROM FORK POINT ISLAND, ON A ROUNDING POINT 3/4 MILE SE FROM EY2142'THE MORE PROMINENT POINT ON WHICH TRIANGULATION STATION EY2142'PAVILION IS LOCATED, 10 YARDS W OF A FENCE THAT COMES DOWN TO EY2142'THE WATER, 1 YARD FROM THE WATER LINE. EY2142' EY2142'THE STATION IS MARKED BY AN 8-INCH SQUARE CONCRETE MONUMENT EY2142'MARKED ON THE TOP U.S.E.D. 1913. EY2142' EY2142'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE IN THE EY2142'TOP OF A TILE. IT IS 24.79 METERS EY2142'(81.3 FEET) FROM THE STATION N 35 DEG 04 MIN E. EY2142 EY2142 STATION RECOVERY (1931) EY2142 EY2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CDM) EY2142'STATION WAS FOUND UPROOTED BY MR. MUSSETTER. THE REFERENCE EY2142'MARK WAS FOUND AS DESCRIBED. THE BRONZE REFERENCE MARK WAS EY2142'STAMPED OLD D. R.M.1 (1914-1931). A LIGHT STAND WAS BUILT EY2142'OVER THIS STATION (OLD D. R.M.1 1914-1931) AND OBSERVED FROM EY2142'FORT ECCENTRIC 1931. EY2142' EY2142'A SECOND REFERENCE MARK WAS ESTABLISHED 28.735 METERS EY2142'(94.27 FEET) 122 DEG 30 MIN MAGNETIC FROM REFERENCE MARK EY2142'NO.1 AND CALLED OLD D. R.M.2 1914-1931. IT IS A STANDARD DISK EY2142'SET IN CONCRETE IN A 15-GALLON AUTOMOBILE GASOLINE TANK FILLED EY2142'WITH CONCRETE. EY2142 EY2142 STATION RECOVERY (1933) EY2142 EY2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2142'STATION HAS BEEN LOST FROM SHORE EROSION. BOTH REFERENCE EY2142'MARKS WERE FOUND IN PLACE AND IN GOOD CONDITION. EY2142' EY2142'A NEW STATION, AGED HAS BEEN ESTABLISHED IN THE SAME LOCALITY. EY2142 EY2142 STATION RECOVERY (1948) EY2142 EY2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2142'STATION AND REFERENCE MARK DESTROYED BY EROSION. SEE EY2142'DESCRIPTION OF AGED 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5771 *********************************************************************** EY5771 DESIGNATION - OLD FORD EY5771 PID - EY5771 EY5771 STATE/COUNTY- NC/BEAUFORT EY5771 USGS QUAD - OLD FORD (1979) EY5771 EY5771 *CURRENT SURVEY CONTROL EY5771 ___________________________________________________________________ EY5771* NAD 83(1986)- 35 37 40.89175(N) 077 03 44.49928(W) ADJUSTED EY5771* NAVD 88 - 12.60 (+/-2cm) 41.3 (feet) VERTCON EY5771 ___________________________________________________________________ EY5771 LAPLACE CORR- -3.01 (seconds) DEFLEC99 EY5771 GEOID HEIGHT- -36.45 (meters) GEOID03 EY5771 EY5771 HORZ ORDER - SECOND EY5771 VERT ORDER - THIRD ? (See Below) EY5771 EY5771.The North Carolina HARNS have been completed but, EY5771.due to contractual restrictions, coordinates for these stations EY5771.will NOT be published in the near future. In the interim, the EY5771.published coordinates in North Carolina will not be EY5771.consistent with the Continuously Operating Reference Stations EY5771.(CORS). The HARN coordinates for these stations are available EY5771.upon request. Contact Gary Thompson(919-733-3836). EY5771. EY5771.In addition, the published North Carolina positions EY5771.(NAD 83 (1986)) are NOT consistent with those determined in EY5771.adjacent state readjustments. The discontinuity between stations EY5771.located in North Carolina and those in adjacent states EY5771.which have been adjusted to the HARN may be as much as 5 EY5771.decimeters. This will result in a significant loss of accuracy EY5771.over lines crossing such state borders. EY5771 EY5771 EY5771.The horizontal coordinates were established by classical geodetic methods EY5771.and adjusted by the National Geodetic Survey in January 1991. EY5771 EY5771.The NAVD 88 height was computed by applying the VERTCON shift value to EY5771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5771.The vertical order pertains to the NGVD 29 superseded value. EY5771 EY5771.The Laplace correction was computed from DEFLEC99 derived deflections. EY5771 EY5771.The geoid height was determined by GEOID03. EY5771 EY5771; North East Units Scale Factor Converg. EY5771;SPC NC - 210,044.029 785,092.912 MT 0.99989409 +1 07 06.1 EY5771;SPC NC - 689,119.45 2,575,759.00 sFT 0.99989409 +1 07 06.1 EY5771;UTM 18 - 3,944,650.769 313,242.279 MT 1.00002982 -1 12 06.2 EY5771 EY5771! - Elev Factor x Scale Factor = Combined Factor EY5771!SPC NC - 1.00000374 x 0.99989409 = 0.99989783 EY5771!UTM 18 - 1.00000374 x 1.00002982 = 1.00003356 EY5771 EY5771 SUPERSEDED SURVEY CONTROL EY5771 EY5771 NGVD 29 (01/18/91) 12.93 (m) 42.4 (f) LEVELING 3 EY5771 EY5771.Superseded values are not recommended for survey control. EY5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5771.See file dsdata.txt to determine how the superseded data were derived. EY5771 EY5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1324244651(NAD 83) EY5771_MARKER: DE = TRAVERSE STATION DISK EY5771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5771_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5771_MAGNETIC: N = NO MAGNETIC MATERIAL EY5771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5771+STABILITY: SURFACE MOTION EY5771 EY5771 HISTORY - Date Condition Report By EY5771 HISTORY - 1980 MONUMENTED NCGS EY5771 HISTORY - 19890729 POOR USPSQD EY5771 EY5771 STATION DESCRIPTION EY5771 EY5771'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5771'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES NORTH OF WASHINGTON EY5771'AND 0.5 MILE SOUTH OF MINEOLA. EY5771' EY5771'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5771'MINEOLA, NORTH OF WASHINGTON, PROCEED SOUTH ALONG US 17 FOR 0.45 MILE EY5771'TO SR 1409 ON RIGHT AND SR 1511 ON LEFT WITH STATION ON SOUTHSIDE OF EY5771'SR 1511. EY5771' EY5771'STATION MARK IS A STANDARD DISK STAMPED---OLD FORD 1980---SET IN THE EY5771'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EY5771'SURFACE. THE MARK IS 57.5 FEET EAST OF THE CENTERLINE OF US 17, 51.2 EY5771'FEET SOUTH OF THE CENTERLINE OF SR 1511, 26.3 FEET SOUTH-SOUTHEAST OF EY5771'SOUTH END OF CULVERT, 20.6 FEET WEST-SOUTHWEST OF CENTER OF TELEPHONE EY5771'JUNCTION BOX AND 23.0 FEET WEST-SOUTHWEST OF TELEPHONE POLE 225 WITH EY5771'REFERENCE TAG. EY5771 EY5771 STATION RECOVERY (1989) EY5771 EY5771'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5771'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3830 *********************************************************************** EY3830 DESIGNATION - OLGA EY3830 PID - EY3830 EY3830 STATE/COUNTY- NC/BEAUFORT EY3830 USGS QUAD - AURORA (1993) EY3830 EY3830 *CURRENT SURVEY CONTROL EY3830 ___________________________________________________________________ EY3830* NAD 83(1986)- 35 20 12.28589(N) 076 45 30.28133(W) ADJUSTED EY3830* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3830 ___________________________________________________________________ EY3830 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EY3830 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3830 EY3830 HORZ ORDER - THIRD EY3830 EY3830.The North Carolina HARNS have been completed but, EY3830.due to contractual restrictions, coordinates for these stations EY3830.will NOT be published in the near future. In the interim, the EY3830.published coordinates in North Carolina will not be EY3830.consistent with the Continuously Operating Reference Stations EY3830.(CORS). The HARN coordinates for these stations are available EY3830.upon request. Contact Gary Thompson(919-733-3836). EY3830. EY3830.In addition, the published North Carolina positions EY3830.(NAD 83 (1986)) are NOT consistent with those determined in EY3830.adjacent state readjustments. The discontinuity between stations EY3830.located in North Carolina and those in adjacent states EY3830.which have been adjusted to the HARN may be as much as 5 EY3830.decimeters. This will result in a significant loss of accuracy EY3830.over lines crossing such state borders. EY3830 EY3830 EY3830.The horizontal coordinates were established by classical geodetic methods EY3830.and adjusted by the National Geodetic Survey in July 1986. EY3830 EY3830.The orthometric height was scaled from a topographic map. EY3830 EY3830.The Laplace correction was computed from DEFLEC99 derived deflections. EY3830 EY3830.The geoid height was determined by GEOID03. EY3830 EY3830; North East Units Scale Factor Converg. EY3830;SPC NC - 178,318.269 813,346.805 MT 0.99987369 +1 17 37.6 EY3830;SPC NC - 585,032.52 2,668,455.31 sFT 0.99987369 +1 17 37.6 EY3830;UTM 18 - 3,911,806.550 340,193.810 MT 0.99991473 -1 01 02.1 EY3830 EY3830! - Elev Factor x Scale Factor = Combined Factor EY3830!SPC NC - 1.00000574 x 0.99987369 = 0.99987943 EY3830!UTM 18 - 1.00000574 x 0.99991473 = 0.99992047 EY3830 EY3830: Primary Azimuth Mark Grid Az EY3830:SPC NC - TOOLEY 048 38 40.5 EY3830:UTM 18 - TOOLEY 050 57 20.2 EY3830 EY3830|---------------------------------------------------------------------| EY3830| PID Reference Object Distance Geod. Az | EY3830| dddmmss.s | EY3830| EY3843 TOOLEY APPROX. 0.8 KM 0495618.1 | EY3830| EY5298 OLGA RM 9.642 METERS 33911 | EY3830|---------------------------------------------------------------------| EY3830 EY3830 SUPERSEDED SURVEY CONTROL EY3830 EY3830 NAD 27 - 35 20 11.67900(N) 076 45 31.54200(W) AD( ) 3 EY3830 EY3830.Superseded values are not recommended for survey control. EY3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3830.See file dsdata.txt to determine how the superseded data were derived. EY3830 EY3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4019411807(NAD 83) EY3830_MARKER: DS = TRIANGULATION STATION DISK EY3830_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3830_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3830 EY3830 HISTORY - Date Condition Report By EY3830 HISTORY - 1935 MONUMENTED CGS EY3830 HISTORY - 1948 GOOD CGS EY3830 EY3830 STATION DESCRIPTION EY3830 EY3830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3830'THIS STATION IS ON THE N SIDE OF SOUTH CREEK APPROXIMATELY EY3830'1-1/2 MILES FROM INDIAN SLUE BEACON ABOUT 1/4 MILE E OF JACOB EY3830'CREEK ON A POINT OF LAND WHICH IS FIRST POINT E OF JACOB EY3830'CREEK. STATION IS IN FAST LAND 10 METERS FROM TREE LINE IN EY3830'SOUTHERLY DIRECTION AND 8 METERS FROM SHORE LINE IN NORTHERLY EY3830'DIRECTION. EY3830' EY3830'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3830'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3830' EY3830'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3830'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3830 EY3830 STATION RECOVERY (1948) EY3830 EY3830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3830'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3830'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3830'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3830'INADEQUATE, NEW DISCRIPTION FOLLOWS. EY3830' EY3830'STATION IS ON N SIDE OF SOUTH CREEK, APPROXIMATELY 5 MILES FROM EY3830'INDIAN SLUE LIGHT, ABOUT 1/4 MILE E OF JACOB CREEK, ON A POINT EY3830'OF LAND WHICH IS FIRST POINT E OF JACOB CREEK WHERE THE SHORE-LINE EY3830'BREAKS DEFINITELY TO THE N. STATION IS ABOUT 2 FEET ABOVE EY3830'WATER, IN FAST LAND, 10 METERS FROM TREE LINE IN A S DIRECTION, EY3830'5 METERS TO POINT, AND 4.4 METERS E TO SHORELINE AND 1.5 METERS EY3830'S. A 24-INCH BLAZED PINE IS 7.1 METERS 150 DEG MAG.AZ. TO EY3830'STATION. EY3830' EY3830'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED EY3830'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK IS STAMPED EY3830'OLGA 1935. EY3830' EY3830'REFERENCE MARK IS 4 FEET ABOVE WATER, 14.6 METERS FROM SHORELINE, EY3830'2.7 METERS 20 DEG MAG.AZ. FROM A 24-INCH TRIANGULAR-BLAZED EY3830'PINE. IT IS A BRONZE REFERENCE DISK SET IN TOP OF A EY3830'CONCRETE-FILLED 8-INCH TILE PROJECTING 56 INCHES ABOVE GROUND. EY3830'DISK IS STAMPED OLGA 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9537 *********************************************************************** AE9537 DESIGNATION - OPASS AE9537 PID - AE9537 AE9537 STATE/COUNTY- NC/BEAUFORT AE9537 USGS QUAD - WASHINGTON (1983) AE9537 AE9537 *CURRENT SURVEY CONTROL AE9537 ___________________________________________________________________ AE9537* NAD 83(1986)- 35 30 50.66991(N) 077 06 30.50122(W) ADJUSTED AE9537* NAVD 88 - 19.3 (meters) 63. (feet) VERTCON AE9537 ___________________________________________________________________ AE9537 LAPLACE CORR- -2.66 (seconds) DEFLEC99 AE9537 GEOID HEIGHT- -36.60 (meters) GEOID03 AE9537 AE9537 HORZ ORDER - SECOND AE9537 AE9537.The North Carolina HARNS have been completed but, AE9537.due to contractual restrictions, coordinates for these stations AE9537.will NOT be published in the near future. In the interim, the AE9537.published coordinates in North Carolina will not be AE9537.consistent with the Continuously Operating Reference Stations AE9537.(CORS). The HARN coordinates for these stations are available AE9537.upon request. Contact Gary Thompson(919-733-3836). AE9537. AE9537.In addition, the published North Carolina positions AE9537.(NAD 83 (1986)) are NOT consistent with those determined in AE9537.adjacent state readjustments. The discontinuity between stations AE9537.located in North Carolina and those in adjacent states AE9537.which have been adjusted to the HARN may be as much as 5 AE9537.decimeters. This will result in a significant loss of accuracy AE9537.over lines crossing such state borders. AE9537 AE9537 AE9537.The horizontal coordinates were established by classical geodetic methods AE9537.and adjusted by the National Geodetic Survey in April 1998. AE9537 AE9537.The NAVD 88 height was computed by applying the VERTCON shift value to AE9537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9537 AE9537.The Laplace correction was computed from DEFLEC99 derived deflections. AE9537 AE9537.The geoid height was determined by GEOID03. AE9537 AE9537; North East Units Scale Factor Converg. AE9537;SPC NC - 197,324.259 781,157.959 MT 0.99988304 +1 05 30.2 AE9537;SPC NC - 647,388.01 2,562,849.07 sFT 0.99988304 +1 05 30.2 AE9537;UTM 18 - 3,932,098.691 308,795.300 MT 1.00005054 -1 13 30.7 AE9537 AE9537! - Elev Factor x Scale Factor = Combined Factor AE9537!SPC NC - 1.00000272 x 0.99988304 = 0.99988576 AE9537!UTM 18 - 1.00000272 x 1.00005054 = 1.00005326 AE9537 AE9537 SUPERSEDED SURVEY CONTROL AE9537 AE9537 NGVD 29 (04/29/98) 19.6 (m) 64. (f) VERT ANG AE9537 AE9537.Superseded values are not recommended for survey control. AE9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9537.See file dsdata.txt to determine how the superseded data were derived. AE9537 AE9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0879532099(NAD 83) AE9537_MARKER: DH = HORIZONTAL CONTROL DISK AE9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9537_STAMPING: OPASS 1983 AE9537_MARK LOGO: NCGS AE9537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9537+STABILITY: SURFACE MOTION AE9537 AE9537 HISTORY - Date Condition Report By AE9537 HISTORY - 1983 MONUMENTED NCGS AE9537 HISTORY - 20040327 MARK NOT FOUND USPSQD AE9537 AE9537 STATION DESCRIPTION AE9537 AE9537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE9537'STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) WEST OF CHOCOWINITY. ALONG AE9537'NC 33 FOR 0.7 KM (0.45 MI) WEST OF US 17, AT THE WEST END OF THE AE9537'HIGHWAY OVERPASS OF THE NORFOLK SOUTHERN RAILROAD. MARK IS RECESSED 1 AE9537'INCH BELOW GROUND. LOCATED 4.5 M (14.8 FT) SOUTH OF THE CENTERLINE OF AE9537'NC 33, 0.7 M (2.3 FT) SOUTH OF THE GUARD RAIL, 0.8 M (2.6 FT) AE9537'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, AND 1.7 M (5.6 FT) EAST AE9537'OF A SPEED LIMIT SIGN POST WITH A REFERENCE TAG. AE9537 AE9537 STATION RECOVERY (2004) AE9537 AE9537'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE9537'NO REFERENCE TAGS FOUND ON SPEED LIMIT SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3883 *********************************************************************** EY3883 DESIGNATION - ORR EY3883 PID - EY3883 EY3883 STATE/COUNTY- NC/BEAUFORT EY3883 USGS QUAD - EDWARD (1983) EY3883 EY3883 *CURRENT SURVEY CONTROL EY3883 ___________________________________________________________________ EY3883* NAD 83(1986)- 35 22 14.10221(N) 076 57 21.88926(W) ADJUSTED EY3883* NAVD 88 - 9.449 (meters) 31.00 (feet) ADJUSTED EY3883 ___________________________________________________________________ EY3883 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY3883 GEOID HEIGHT- -36.94 (meters) GEOID03 EY3883 DYNAMIC HT - 9.441 (meters) 30.97 (feet) COMP EY3883 MODELED GRAV- 979,751.6 (mgal) NAVD 88 EY3883 EY3883 HORZ ORDER - FIRST EY3883 VERT ORDER - SECOND CLASS II EY3883 EY3883.The North Carolina HARNS have been completed but, EY3883.due to contractual restrictions, coordinates for these stations EY3883.will NOT be published in the near future. In the interim, the EY3883.published coordinates in North Carolina will not be EY3883.consistent with the Continuously Operating Reference Stations EY3883.(CORS). The HARN coordinates for these stations are available EY3883.upon request. Contact Gary Thompson(919-733-3836). EY3883. EY3883.In addition, the published North Carolina positions EY3883.(NAD 83 (1986)) are NOT consistent with those determined in EY3883.adjacent state readjustments. The discontinuity between stations EY3883.located in North Carolina and those in adjacent states EY3883.which have been adjusted to the HARN may be as much as 5 EY3883.decimeters. This will result in a significant loss of accuracy EY3883.over lines crossing such state borders. EY3883 EY3883 EY3883.The horizontal coordinates were established by classical geodetic methods EY3883.and adjusted by the National Geodetic Survey in July 1986. EY3883 EY3883.The orthometric height was determined by differential leveling EY3883.and adjusted by the National Geodetic Survey in June 1998. EY3883 EY3883.The Laplace correction was computed from DEFLEC99 derived deflections. EY3883 EY3883.The geoid height was determined by GEOID03. EY3883 EY3883.The dynamic height is computed by dividing the NAVD 88 EY3883.geopotential number by the normal gravity value computed on the EY3883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3883.degrees latitude (g = 980.6199 gals.). EY3883 EY3883.The modeled gravity was interpolated from observed gravity values. EY3883 EY3883; North East Units Scale Factor Converg. EY3883;SPC NC - 181,683.395 795,305.390 MT 0.99987473 +1 10 46.9 EY3883;SPC NC - 596,072.94 2,609,264.43 sFT 0.99987473 +1 10 46.9 EY3883;UTM 18 - 3,915,896.950 322,301.429 MT 0.99998915 -1 07 57.4 EY3883 EY3883! - Elev Factor x Scale Factor = Combined Factor EY3883!SPC NC - 1.00000431 x 0.99987473 = 0.99987904 EY3883!UTM 18 - 1.00000431 x 0.99998915 = 0.99999346 EY3883 EY3883: Primary Azimuth Mark Grid Az EY3883:SPC NC - ORR RM 3 AZIMUTH 344 03 58.9 EY3883:UTM 18 - ORR RM 3 AZIMUTH 346 22 43.2 EY3883 EY3883|---------------------------------------------------------------------| EY3883| PID Reference Object Distance Geod. Az | EY3883| dddmmss.s | EY3883| AE5902 MARIE 168.049 METERS 11002 | EY3883| EY5310 ORR RM 1 43.733 METERS 14947 | EY3883| EY3888 ORR 2 33.477 METERS 20753 | EY3883| EY5311 ORR RM 2 45.410 METERS 24649 | EY3883| AE6072 ORR RM 4 109.382 METERS 33557 | EY3883| EY5312 ORR RM 3 AZIMUTH 3451445.8 | EY3883|---------------------------------------------------------------------| EY3883 EY3883 SUPERSEDED SURVEY CONTROL EY3883 EY3883 NAD 27 - 35 22 13.51900(N) 076 57 23.08700(W) AD( ) 1 EY3883 NGVD 29 (04/21/98) 9.77 (m) 32.1 (f) LEVELING 3 EY3883 EY3883.Superseded values are not recommended for survey control. EY3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3883.See file dsdata.txt to determine how the superseded data were derived. EY3883 EY3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2230115897(NAD 83) EY3883_MARKER: DS = TRIANGULATION STATION DISK EY3883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3883_STAMPING: ORR 1931 EY3883_MARK LOGO: CGS EY3883_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3883+STABILITY: SURFACE MOTION EY3883 EY3883 HISTORY - Date Condition Report By EY3883 HISTORY - 1931 MONUMENTED CGS EY3883 HISTORY - 1948 GOOD CGS EY3883 HISTORY - 1964 GOOD CGS EY3883 HISTORY - 1965 GOOD CGS EY3883 HISTORY - 1966 GOOD CGS EY3883 HISTORY - 1967 GOOD USE EY3883 HISTORY - 19830101 GOOD NCGS EY3883 EY3883 STATION DESCRIPTION EY3883 EY3883'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) EY3883'ABOUT 13 MILES SOUTHEAST OF WASHINGTON, ONE-FOURTH MILE NORTHWEST OF EY3883'BLOUNTS CREEK CROSSROADS, IN PINEGROVE AREA, 0.3 MILE EAST OF EY3883'BLOUNTS CREEK, 20.1 METERS (66 FEET) NORTH OF CENTER LINE OF ROUTE EY3883'33, AND 15.5 METERS (51 FEET) EAST OF DIRT ROAD LEADING NORTH OFF EY3883'ROUTE 33. TO REACH FROM WASHINGTON, GO SOUTH 3 MILES ON ROUTE 17 TO EY3883'CHOCOWINITY, AND PROCEED SOUTHEAST 13.5 MILES ON ROUTE 33 TO EY3883'STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK EY3883'STATION MARKS IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE EY3883'DISKS IN CONCRETE. NO. 1 IS IN PINE-GROVE AREA, 9.45 EY3883'METERS (31 FEET) SOUTH OF CENTER LINE OF ROUTE 33, 5.33 METERS EY3883'(17.5 FEET) SOUTH OF CURVE SIGN ON SOUTH SIDE OF HIGHWAY, 3.5 METERS EY3883'(11 FEET) WEST OF WAGON ROAD LEADING SOUTH OFF ROUTE 33, AND 43.77 EY3883'METERS (143.6 FEET) FROM STATION. NO. 2 EY3883'IS IN TELEPHONE-LINE RIGHT-OF-WAY, 9.75 METERS (32.0 FEET) SOUTH OF EY3883'CENTER LINE OF ROUTE 33, 25.6 METERS (84 FEET) WEST OF CENTER LINE EY3883'OF INTERSECTION OF ROAD LEADING NORTH AND ROUTE 33, AND 43.35 EY3883'METERS (148.8 FEET) FROM STATION. NO. 3 EY3883'IS IN PINES, 6 METERS (20 FEET) NORTH OF CENTER LINE OF DIRT ROAD, EY3883'ABOUT 50 METERS (164 FEET) NORTHWEST OF BEND IN ROAD, AND EY3883'APPROXIMATELY ONE-FOURTH MILE FROM STATION N 14 DEG 46 MIN W EY3883 EY3883 STATION RECOVERY (1948) EY3883 EY3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3883'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. EY3883'DISTANCES TO REFERENCE MARKS WERE MEASURED WITH STEEL TAPE AND FOUND EY3883'TO BE CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE EY3883'FOLLOWING CHANGES. EY3883' EY3883'REFERENCE MARK 3 IS 6.7 METERS (22.0 FEET) E OF THE CENTER LINE OF EY3883'DIRT ROAD, NOT 6 METERS N OF CENTER LINE OF DIRT ROAD, AND ABOUT 50 EY3883'METERS (164 FEET) N OF BEND TO NW, NOT 50 METERS NW OF BEND IN EY3883'ROAD. CURVE SIGN MENTIONED IN ORIGINAL DESCRIPTION NO LONGER EY3883'EXISTS. EY3883 EY3883 STATION RECOVERY (1964) EY3883 EY3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY3883'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN EY3883'GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EY3883'FOLLOWING ADDITIONS. A HOME HAS BEEN BUILT NEARBY AND THE STATION EY3883'IS NOW IN THE MIDDLE OF THE LAWN AND NOT IN A PINE GROVE. A BARN HAS EY3883'BEEN CONSTRUCTED ON LINE TO REFERENCE MARK NO. 3 (AZIMUTH MARK). EY3883 EY3883 STATION RECOVERY (1965) EY3883 EY3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EY3883'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK 1 AND EY3883'REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. A CORNER HAS BEEN EY3883'CHIPPED OFF OF REFERENCE MARK 3 BUT WAS FOUND TO BE SOLID. THE EY3883'STATION WAS NOT OCCUPIED DUE TO A POWER LINE NEAR THE MARK. EY3883'REFERENCE MARK 3 (AZIMUTH MARK) IS OBSTRUCTED BY A BARN. ORR 2 1965, EY3883'WAS ESTABLISHED SEE DESCRIPTION THEREOF. EY3883' EY3883'THE STATION IS LOCATED 13 MILES SOUTHEAST OF CHOCOWINITY, 0.2 MILE EY3883'WEST OF THE POST OFFICE IN BLOUNTS CREEK AND ON PROPERTY OWNED BY EY3883'MR. W.B. MASON. EY3883' EY3883'TO REACH THE STATION FROM THE POST OFFICE IN BLOUNTS CREEK, GO EY3883'NORTHWEST ON STATE HIGHWAY 33 FOR 0.2 MILE TO THE STATION ON THE EY3883'RIGHT. EY3883' EY3883'THE STATION MARK IS A STANDARD DISK, STAMPED ORR 1931, SET IN THE TOP EY3883'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES. IT IS EY3883'66 FEET NORTH OF THE CENTER OF STATE HIGHWAY 33, 64 FEET WEST OF THE EY3883'SOUTHWEST CORNER OF A FARM HOUSE AND 54 FEET EAST OF THE CENTER EY3883'OF COUNTY ROUTE 1110. EY3883' EY3883'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ORR NO 1 1931, SET IN EY3883'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE EY3883'GROUND SURFACE. IT IS 59 FEET WEST OF A POWER LINE POLE, 35 EY3883'FEET EAST-NORTHEAST OF A 12-INCH PINE TREE AND 31 FEET SOUTH OF EY3883'THE CENTER OF STATE HIGHWAY 33. EY3883' EY3883'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ORR NO 2 1931, SET IN EY3883'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE EY3883'GROUND SURFACE. IT IS 71 FEET WEST OF A POWER LINE POLE, 30 EY3883'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 33 AND 17.8 FEET NORTH EY3883'OF A 14-INCH PINE TREE. EY3883 EY3883 STATION RECOVERY (1966) EY3883 EY3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3883'ALL MARKS RECOVERED IN GOOD CONDITION. EY3883' EY3883'STATION MARK IS FLUSH, 190 FEET EAST OF THE SOUTHEAST CORNER OF EY3883'WARRENS CHAPEL, 68 FEET NORTH OF THE CENTER OF STATE HIGHWAY 33, 50 EY3883'FEET EAST OF THE CENTER OF MAULS POINT ROAD, 33 FEET WEST OF A EY3883'DRIVEWAY AND 1.6 FEET SOUTHEAST OF A BIRD BATH, ON MOWED LAWN. EY3883' EY3883'STATION ORR 2 1965 IS BETWEEN THE REFERENCE MARKS, 110 FEET SOUTHWEST EY3883'OF STATION ORR, 42 FEET SOUTH OF THE CENTER OF HIGHWAY 33, 10 FEET EY3883'NORTH OF THE EDGE OF THE WOODS AND 3.3 FEET NORTH OF A METAL EY3883'WITNESS POST. EY3883 EY3883 STATION RECOVERY (1967) EY3883 EY3883'RECOVERY NOTE BY US ENGINEERS 1967 EY3883'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY3883'ORR 1931 SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3883' EY3883'STATION IS 0.3 MILE E OF BLOUNTS CREEK, 66 FT. N OF CENTERLINE OF RT. EY3883'33, AND 51 FT. E OF A DIRT ROAD LEADING NORTH OFF RT. 33. EY3883' EY3883'TO REACH FROM WASHINGTON. GO S 3 MILES ON RT. 17 TO CHOCOWINITY, AND EY3883'PROCEED SE 13.5 MILES ON RT. 33 TO STATION SITE. EY3883' EY3883'R.M. 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE 143 FT. FROM THE EY3883'STATION. EY3883' EY3883'R.M. 2 IS A STANDARD REFERENCE DISK SET IN CONCRETE 148 FT. FROM THE EY3883'STATION. EY3883' EY3883'R.M. 3 IS A STANDARD REFERENCE DISK SET IN CONCRETE APPROXIMATELY 1/4 EY3883'MILE FROM THE STATION. EY3883 EY3883 STATION RECOVERY (1983) EY3883 EY3883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3883'STATION, RM 1 AND RM 2, WERE FOUND IN GOOD CONDITION AS DESCRIBED, RM EY3883'3 WAS FOUND DESTROYED. NEW REFERENCES WERE PULLED FOR THE STATION AND EY3883'THE REFERENCE MARKS. STATION IS LOCATED 20.2 M (66.3 FT) EY3883'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.5 M (54.1 FT) EY3883'EAST OF CENTERLINE OF SR 1110, 19.5 M (64.0 FT) WEST-NORTHWEST OF THE EY3883'SOUTHWEST CORNER OF A FRAME HOUSE, 24.0 M (78.7 FT) SOUTH OF THE EY3883'SOUTHEAST CORNER OF A BARN, AND 2.5 M (8.2 FT) SOUTH-SOUTHWEST OF A EY3883'30-INCH PINE WITH A REFERENCE TAG. RM 1 IS A STANDARD USCGS REFERENCE EY3883'MARK DISK STAMPED---ORR NO 1 1931---, SET IN TOP OF A SQUARE CONCRETE EY3883'MONUMENT FLUSH WITH GROUND. LOCATED 9.6 M (31.5 FT) SOUTH OF THE EY3883'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A TELEPHONE EY3883'PEDESTAL, AND 8.8 M (28.9 FT) WEST-NORTHWEST OF A 10-INCH PINE WITH A EY3883'REFERENCE TAG. RM 2 IS A STANDARD USCGS REFERENCE MARK DISK EY3883'STAMPED---ORR NO 2 1931---, SET IN TOP OF A SQUARE CONCRETE MONUMENT EY3883'FLUSH WITH GROUND. LOCATED 9.4 M (30.8 FT) SOUTH-SOUTHWEST OF THE EY3883'CENTERLINE OF THE HIGHWAY, 21.2 M (69.6 FT) WEST-NORTHWEST OF A SIGN EY3883'POST WITH A REFERENCE TAG, AND 5.5 M (18.0 FT) NORTH-NORTHEAST OF AN EY3883'18-INCH PINE. NOTE--1988 RECOVERY BY NCGS FOUND MARKS IN GOOD EY3883'CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3888 *********************************************************************** EY3888 DESIGNATION - ORR 2 EY3888 PID - EY3888 EY3888 STATE/COUNTY- NC/BEAUFORT EY3888 USGS QUAD - EDWARD (1983) EY3888 EY3888 *CURRENT SURVEY CONTROL EY3888 ___________________________________________________________________ EY3888* NAD 83(1986)- 35 22 13.14212(N) 076 57 22.50958(W) ADJUSTED EY3888* NAVD 88 - 9.529 (meters) 31.26 (feet) ADJUSTED EY3888 ___________________________________________________________________ EY3888 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY3888 GEOID HEIGHT- -36.94 (meters) GEOID03 EY3888 DYNAMIC HT - 9.521 (meters) 31.24 (feet) COMP EY3888 MODELED GRAV- 979,751.6 (mgal) NAVD 88 EY3888 EY3888 HORZ ORDER - FIRST EY3888 VERT ORDER - SECOND CLASS II EY3888 EY3888.The North Carolina HARNS have been completed but, EY3888.due to contractual restrictions, coordinates for these stations EY3888.will NOT be published in the near future. In the interim, the EY3888.published coordinates in North Carolina will not be EY3888.consistent with the Continuously Operating Reference Stations EY3888.(CORS). The HARN coordinates for these stations are available EY3888.upon request. Contact Gary Thompson(919-733-3836). EY3888. EY3888.In addition, the published North Carolina positions EY3888.(NAD 83 (1986)) are NOT consistent with those determined in EY3888.adjacent state readjustments. The discontinuity between stations EY3888.located in North Carolina and those in adjacent states EY3888.which have been adjusted to the HARN may be as much as 5 EY3888.decimeters. This will result in a significant loss of accuracy EY3888.over lines crossing such state borders. EY3888 EY3888 EY3888.The horizontal coordinates were established by classical geodetic methods EY3888.and adjusted by the National Geodetic Survey in July 1986. EY3888 EY3888.The orthometric height was determined by differential leveling EY3888.and adjusted by the National Geodetic Survey in June 1998. EY3888 EY3888.The Laplace correction was computed from DEFLEC99 derived deflections. EY3888 EY3888.The geoid height was determined by GEOID03. EY3888 EY3888.The dynamic height is computed by dividing the NAVD 88 EY3888.geopotential number by the normal gravity value computed on the EY3888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3888.degrees latitude (g = 980.6199 gals.). EY3888 EY3888.The modeled gravity was interpolated from observed gravity values. EY3888 EY3888; North East Units Scale Factor Converg. EY3888;SPC NC - 181,653.494 795,290.346 MT 0.99987472 +1 10 46.5 EY3888;SPC NC - 595,974.84 2,609,215.08 sFT 0.99987472 +1 10 46.5 EY3888;UTM 18 - 3,915,867.677 322,285.189 MT 0.99998922 -1 07 57.7 EY3888 EY3888! - Elev Factor x Scale Factor = Combined Factor EY3888!SPC NC - 1.00000430 x 0.99987472 = 0.99987902 EY3888!UTM 18 - 1.00000430 x 0.99998922 = 0.99999352 EY3888 EY3888: Primary Azimuth Mark Grid Az EY3888:SPC NC - ORR RM 3 AZIMUTH 348 09 47.1 EY3888:UTM 18 - ORR RM 3 AZIMUTH 350 28 31.3 EY3888 EY3888|---------------------------------------------------------------------| EY3888| PID Reference Object Distance Geod. Az | EY3888| dddmmss.s | EY3888| EY3883 ORR 33.477 METERS 02753 | EY3888| EY5310 ORR RM 1 38.551 METERS 10217 | EY3888| EY5311 ORR RM 2 28.591 METERS 29411 | EY3888| EY5312 ORR RM 3 AZIMUTH 3492033.6 | EY3888| EY5313 ORR 2 AZ MK 3492215.3 | EY3888|---------------------------------------------------------------------| EY3888 EY3888 SUPERSEDED SURVEY CONTROL EY3888 EY3888 NAD 27 - 35 22 12.55915(N) 076 57 23.70710(W) AD( ) 1 EY3888 NGVD 29 (04/21/98) 9.85 (m) 32.3 (f) LEVELING 3 EY3888 EY3888.Superseded values are not recommended for survey control. EY3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3888.See file dsdata.txt to determine how the superseded data were derived. EY3888 EY3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2228515868(NAD 83) EY3888_MARKER: DS = TRIANGULATION STATION DISK EY3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3888_STAMPING: ORR 2 1966 EY3888_MARK LOGO: CGS EY3888_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3888+STABILITY: SURFACE MOTION EY3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3888+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 EY3888 EY3888 HISTORY - Date Condition Report By EY3888 HISTORY - 1965 MONUMENTED CGS EY3888 HISTORY - 19830101 GOOD NCGS EY3888 HISTORY - 19860722 GOOD NCGS EY3888 HISTORY - 19900510 GOOD NCGS EY3888 EY3888 STATION DESCRIPTION EY3888 EY3888'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY3888'THE STATION IS LOCATED 13 MILES SOUTHEAST OF CHOCOWINITY, 0.2 EY3888'MILE WEST OF THE POST OFFICE IN BLOUNTS CREEK AND ON THE ROAD EY3888'RIGHT-OF-WAY. EY3888' EY3888'TO REACH THE STATION FROM THE POST OFFICE IN BLOUNTS CREEK, GO EY3888'NORTHWEST ON STATE HIGHWAY 33 FOR 0.2 MILE TO THE STATION ON THE EY3888'LEFT. EY3888' EY3888'THE STATION MARK IS A STANDARD DISK, STAMPED ORR 2 1965, SET IN EY3888'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS EY3888'6-INCHES. IT IS 42 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 33, EY3888'25 FEET SOUTHEAST OF A UTILITY POLE AND 26.2 FEET NORTH-NORTHWEST EY3888'OF A 14-INCH PINE TREE. EY3888' EY3888'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ORR NO 1 1931, SET EY3888'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS EY3888'2-INCHES. IT IS 59 FEET WEST OF A UTILITY POLE, 35 FEET EY3888'EAST-NORTHEAST OF A 12-INCH PINE TREE AND 31 FEET SOUTH OF THE EY3888'CENTER OF STATE HIGHWAY 33. EY3888' EY3888'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ORR NO 2 1931, SET EY3888'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS EY3888'2-INCHES. IT IS 71 FEET WEST OF A UTILITY POLE, 30 FEET SOUTH OF EY3888'THE CENTER OF STATE HIGHWAY 33 AND 17.8 FEET NORTH OF A 14-INCH EY3888'PINE TREE. EY3888' EY3888'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED ORR EY3888'NO 3 1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY3888'THAT PROJECTS 4-INCHES. IT IS 24 FEET EAST OF THE CENTER OF COUNTY EY3888'ROUTE 1110, 13 FEET NORTH-NORTHWEST OF A 12-INCH PINE TREE AND 1.3 EY3888'FEET NORTH-NORTHWEST OF A METAL WITNESS SIGN POST. EY3888' EY3888'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY ON EY3888'COUNTY ROUTE 1110 FOR 0.2 MILE TO THE MARK ON THE RIGHT. EY3888 EY3888 STATION RECOVERY (1983) EY3888 EY3888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3888'STATION, RM 1 AND 2, WERE FOUND IN GOOD CONDITION AS DESCRIBED. EY3888'STATION IS LOCATED 12.82 M (42.06 FT) SOUTH-SOUTHWEST OF THE EY3888'CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) NORTHEAST OF A WITNESS EY3888'POST--AND 7.4 M (24.3 FT) SOUTHEAST OF A SIGN POST, 7.7 M (25.3 FT) EY3888'NORTH OF A 30-INCH PINE--BOTH WITH REFERENCE TAGS. NOTE--RECOVERY IN EY3888'1988 BY NCGS FOUND MARKS IN GOOD CONDITION AS DESCRIBED. EY3888 EY3888 STATION RECOVERY (1986) EY3888 EY3888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY3888'RECOVERED AS DESCRIBED. EY3888 EY3888 STATION RECOVERY (1990) EY3888 EY3888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY3888'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5310 *********************************************************************** EY5310 DESIGNATION - ORR RM 1 EY5310 PID - EY5310 EY5310 STATE/COUNTY- NC/BEAUFORT EY5310 USGS QUAD - EDWARD (1983) EY5310 EY5310 *CURRENT SURVEY CONTROL EY5310 ___________________________________________________________________ EY5310* NAD 83(1986)- 35 22 12.87600(N) 076 57 21.01734(W) ADJUSTED EY5310* NAVD 88 - 9.320 (meters) 30.58 (feet) ADJUSTED EY5310 ___________________________________________________________________ EY5310 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY5310 GEOID HEIGHT- -36.94 (meters) GEOID03 EY5310 DYNAMIC HT - 9.312 (meters) 30.55 (feet) COMP EY5310 MODELED GRAV- 979,751.6 (mgal) NAVD 88 EY5310 EY5310 HORZ ORDER - THIRD EY5310 VERT ORDER - SECOND CLASS II EY5310 EY5310.The North Carolina HARNS have been completed but, EY5310.due to contractual restrictions, coordinates for these stations EY5310.will NOT be published in the near future. In the interim, the EY5310.published coordinates in North Carolina will not be EY5310.consistent with the Continuously Operating Reference Stations EY5310.(CORS). The HARN coordinates for these stations are available EY5310.upon request. Contact Gary Thompson(919-733-3836). EY5310. EY5310.In addition, the published North Carolina positions EY5310.(NAD 83 (1986)) are NOT consistent with those determined in EY5310.adjacent state readjustments. The discontinuity between stations EY5310.located in North Carolina and those in adjacent states EY5310.which have been adjusted to the HARN may be as much as 5 EY5310.decimeters. This will result in a significant loss of accuracy EY5310.over lines crossing such state borders. EY5310 EY5310 EY5310.The horizontal coordinates were established by classical geodetic methods EY5310.and adjusted by the National Geodetic Survey in April 1998. EY5310 EY5310.The orthometric height was determined by differential leveling EY5310.and adjusted by the National Geodetic Survey in June 1998. EY5310 EY5310.The Laplace correction was computed from DEFLEC99 derived deflections. EY5310 EY5310.The geoid height was determined by GEOID03. EY5310 EY5310.The dynamic height is computed by dividing the NAVD 88 EY5310.geopotential number by the normal gravity value computed on the EY5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5310.degrees latitude (g = 980.6199 gals.). EY5310 EY5310.The modeled gravity was interpolated from observed gravity values. EY5310 EY5310; North East Units Scale Factor Converg. EY5310;SPC NC - 181,646.071 795,328.171 MT 0.99987472 +1 10 47.4 EY5310;SPC NC - 595,950.48 2,609,339.17 sFT 0.99987472 +1 10 47.4 EY5310;UTM 18 - 3,915,858.732 322,322.688 MT 0.99998906 -1 07 56.8 EY5310 EY5310! - Elev Factor x Scale Factor = Combined Factor EY5310!SPC NC - 1.00000433 x 0.99987472 = 0.99987905 EY5310!UTM 18 - 1.00000433 x 0.99998906 = 0.99999339 EY5310 EY5310 SUPERSEDED SURVEY CONTROL EY5310 EY5310 NGVD 29 (04/29/98) 9.64 (m) 31.6 (f) LEVELING 3 EY5310 EY5310.Superseded values are not recommended for survey control. EY5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5310.See file dsdata.txt to determine how the superseded data were derived. EY5310 EY5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2232315859(NAD 83) EY5310_MARKER: DR = REFERENCE MARK DISK EY5310_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EY5310_STAMPING: ORR NO 1 1931 EY5310_MARK LOGO: CGS EY5310_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY5310 EY5310 HISTORY - Date Condition Report By EY5310 HISTORY - 1931 MONUMENTED CGS EY5310 HISTORY - 19830101 GOOD NCGS EY5310 EY5310 STATION DESCRIPTION EY5310 EY5310'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY5310'REFERENCE MARK WAS FOUND IN GOOD CONDITION. STATION IS LOCATED ABOUT EY5310'0.3 KM (0.20 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 0.3 KM EY5310'(0.20 MI) NORTHWEST OF THE BLOUNTS CREEK POST OFFICE AT COXS EY5310'CROSSROADS, AT SR 1110. MARK IS FLUSH WITH GROUND. LOCATED 9.6 M EY5310'(31.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) EY5310'SOUTHWEST OF A TELEPHONE PEDESTAL, AND 8.84 M (29.00 FT) EY5310'WEST-NORTHWEST OF A 10-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5311 *********************************************************************** EY5311 DESIGNATION - ORR RM 2 EY5311 PID - EY5311 EY5311 STATE/COUNTY- NC/BEAUFORT EY5311 USGS QUAD - EDWARD (1983) EY5311 EY5311 *CURRENT SURVEY CONTROL EY5311 ___________________________________________________________________ EY5311* NAD 83(1986)- 35 22 13.52208(N) 076 57 23.54287(W) ADJUSTED EY5311* NAVD 88 - 9.192 (meters) 30.16 (feet) ADJUSTED EY5311 ___________________________________________________________________ EY5311 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY5311 GEOID HEIGHT- -36.94 (meters) GEOID03 EY5311 DYNAMIC HT - 9.184 (meters) 30.13 (feet) COMP EY5311 MODELED GRAV- 979,751.6 (mgal) NAVD 88 EY5311 EY5311 HORZ ORDER - THIRD EY5311 VERT ORDER - SECOND CLASS II EY5311 EY5311.The North Carolina HARNS have been completed but, EY5311.due to contractual restrictions, coordinates for these stations EY5311.will NOT be published in the near future. In the interim, the EY5311.published coordinates in North Carolina will not be EY5311.consistent with the Continuously Operating Reference Stations EY5311.(CORS). The HARN coordinates for these stations are available EY5311.upon request. Contact Gary Thompson(919-733-3836). EY5311. EY5311.In addition, the published North Carolina positions EY5311.(NAD 83 (1986)) are NOT consistent with those determined in EY5311.adjacent state readjustments. The discontinuity between stations EY5311.located in North Carolina and those in adjacent states EY5311.which have been adjusted to the HARN may be as much as 5 EY5311.decimeters. This will result in a significant loss of accuracy EY5311.over lines crossing such state borders. EY5311 EY5311 EY5311.The horizontal coordinates were established by classical geodetic methods EY5311.and adjusted by the National Geodetic Survey in April 1998. EY5311 EY5311.The orthometric height was determined by differential leveling EY5311.and adjusted by the National Geodetic Survey in June 1998. EY5311 EY5311.The Laplace correction was computed from DEFLEC99 derived deflections. EY5311 EY5311.The geoid height was determined by GEOID03. EY5311 EY5311.The dynamic height is computed by dividing the NAVD 88 EY5311.geopotential number by the normal gravity value computed on the EY5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY5311.degrees latitude (g = 980.6199 gals.). EY5311 EY5311.The modeled gravity was interpolated from observed gravity values. EY5311 EY5311; North East Units Scale Factor Converg. EY5311;SPC NC - 181,664.663 795,264.030 MT 0.99987473 +1 10 45.9 EY5311;SPC NC - 596,011.48 2,609,128.74 sFT 0.99987473 +1 10 45.9 EY5311;UTM 18 - 3,915,879.900 322,259.342 MT 0.99998933 -1 07 58.3 EY5311 EY5311! - Elev Factor x Scale Factor = Combined Factor EY5311!SPC NC - 1.00000435 x 0.99987473 = 0.99987908 EY5311!UTM 18 - 1.00000435 x 0.99998933 = 0.99999368 EY5311 EY5311 SUPERSEDED SURVEY CONTROL EY5311 EY5311 NGVD 29 (04/29/98) 9.51 (m) 31.2 (f) LEVELING 3 EY5311 EY5311.Superseded values are not recommended for survey control. EY5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5311.See file dsdata.txt to determine how the superseded data were derived. EY5311 EY5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2225915880(NAD 83) EY5311_MARKER: DR = REFERENCE MARK DISK EY5311_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EY5311_STAMPING: ORR NO 2 1931 EY5311_MARK LOGO: CGS EY5311_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY5311 EY5311 HISTORY - Date Condition Report By EY5311 HISTORY - 1931 MONUMENTED CGS EY5311 HISTORY - 19830101 GOOD NCGS EY5311 EY5311 STATION DESCRIPTION EY5311 EY5311'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY5311'REFERENCE MARK WAS FOUND IN GOOD CONDITION. STATION IS LOCATED ABOUT EY5311'0.3 KM (0.20 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 0.3 KM EY5311'(0.20 MI) NORTHWEST OF THE BLOUNTS CREEK POST OFFICE AT COXS EY5311'CROSSROADS, AT SR 1110. MARK IS FLUSH WITH GROUND. LOCATED 9.43 M EY5311'(30.94 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.5 M EY5311'(18.0 FT) NORTH-NORTHEAST OF AN 18-INCH PINE, AND 21.25 M (69.72 FT) EY5311'WEST-NORTHWEST OF A SIGN POST WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5927 *********************************************************************** AE5927 DESIGNATION - OVER AE5927 PID - AE5927 AE5927 STATE/COUNTY- NC/BEAUFORT AE5927 USGS QUAD - SOUTH CREEK (1993) AE5927 AE5927 *CURRENT SURVEY CONTROL AE5927 ___________________________________________________________________ AE5927* NAD 83(1986)- 35 16 47.34286(N) 076 40 47.65201(W) ADJUSTED AE5927* NAVD 88 - 1.379 (meters) 4.52 (feet) ADJUSTED AE5927 ___________________________________________________________________ AE5927 LAPLACE CORR- -0.46 (seconds) DEFLEC99 AE5927 GEOID HEIGHT- -37.31 (meters) GEOID03 AE5927 DYNAMIC HT - 1.377 (meters) 4.52 (feet) COMP AE5927 MODELED GRAV- 979,753.3 (mgal) NAVD 88 AE5927 AE5927 HORZ ORDER - SECOND AE5927 VERT ORDER - SECOND CLASS II AE5927 AE5927.The North Carolina HARNS have been completed but, AE5927.due to contractual restrictions, coordinates for these stations AE5927.will NOT be published in the near future. In the interim, the AE5927.published coordinates in North Carolina will not be AE5927.consistent with the Continuously Operating Reference Stations AE5927.(CORS). The HARN coordinates for these stations are available AE5927.upon request. Contact Gary Thompson(919-733-3836). AE5927. AE5927.In addition, the published North Carolina positions AE5927.(NAD 83 (1986)) are NOT consistent with those determined in AE5927.adjacent state readjustments. The discontinuity between stations AE5927.located in North Carolina and those in adjacent states AE5927.which have been adjusted to the HARN may be as much as 5 AE5927.decimeters. This will result in a significant loss of accuracy AE5927.over lines crossing such state borders. AE5927 AE5927 AE5927.The horizontal coordinates were established by classical geodetic methods AE5927.and adjusted by the National Geodetic Survey in April 1998. AE5927 AE5927.The orthometric height was determined by differential leveling AE5927.and adjusted by the National Geodetic Survey in June 1998. AE5927 AE5927.The Laplace correction was computed from DEFLEC99 derived deflections. AE5927 AE5927.The geoid height was determined by GEOID03. AE5927 AE5927.The dynamic height is computed by dividing the NAVD 88 AE5927.geopotential number by the normal gravity value computed on the AE5927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5927.degrees latitude (g = 980.6199 gals.). AE5927 AE5927.The modeled gravity was interpolated from observed gravity values. AE5927 AE5927; North East Units Scale Factor Converg. AE5927;SPC NC - 172,168.733 820,628.982 MT 0.99987271 +1 20 20.7 AE5927;SPC NC - 564,856.92 2,692,346.92 sFT 0.99987271 +1 20 20.7 AE5927;UTM 18 - 3,905,368.281 347,222.371 MT 0.99988765 -0 58 13.6 AE5927 AE5927! - Elev Factor x Scale Factor = Combined Factor AE5927!SPC NC - 1.00000564 x 0.99987271 = 0.99987835 AE5927!UTM 18 - 1.00000564 x 0.99988765 = 0.99989329 AE5927 AE5927 SUPERSEDED SURVEY CONTROL AE5927 AE5927 NGVD 29 (04/29/98) 1.72 (m) 5.6 (f) LEVELING 3 AE5927 AE5927.Superseded values are not recommended for survey control. AE5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5927.See file dsdata.txt to determine how the superseded data were derived. AE5927 AE5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4722205368(NAD 83) AE5927_MARKER: DH = HORIZONTAL CONTROL DISK AE5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5927_STAMPING: OVER 1983 AE5927_MARK LOGO: NCGS AE5927_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5927+STABILITY: SURFACE MOTION AE5927 AE5927 HISTORY - Date Condition Report By AE5927 HISTORY - 1983 MONUMENTED NCGS AE5927 AE5927 STATION DESCRIPTION AE5927 AE5927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5927'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) EAST OF AURORA, AND 10.8 KM AE5927'(6.70 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 FOR 1.1 KM (0.70 MI) AE5927'EAST OF THE CAMPBELLS CREEK BRIDGE, OR 9.5 KM (5.90 MI) NORTHWEST OF AE5927'NC 304, ABOUT MIDWAY OF A LARGE HIGHWAY CURVE. MARK IS RECESSED 2 AE5927'INCHES BELOW GROUND AND IS ABOUT 3 FEET (0.9 M) LOWER THAN HIGHWAY. AE5927'LOCATED 8.8 M (28.9 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE AE5927'HIGHWAY, 30.6 M (100.4 FT) SOUTHEAST OF THE SOUTHWEST END OF CONCRETE AE5927'HIGHWAY CULVERT, AND 8.7 M (28.5 FT) NORTHWEST OF A POWER POLE WITH A AE5927'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2143 *********************************************************************** EY2143 DESIGNATION - PAMLICO CHEMICAL CO STACK EY2143 PID - EY2143 EY2143 STATE/COUNTY- NC/BEAUFORT EY2143 USGS QUAD - WASHINGTON (1983) EY2143 EY2143 *CURRENT SURVEY CONTROL EY2143 ___________________________________________________________________ EY2143* NAD 83(1986)- 35 31 36.66892(N) 077 01 39.88402(W) ADJUSTED EY2143* NAVD 88 - EY2143 ___________________________________________________________________ EY2143 LAPLACE CORR- -1.86 (seconds) DEFLEC99 EY2143 GEOID HEIGHT- -36.69 (meters) GEOID03 EY2143 EY2143 HORZ ORDER - THIRD EY2143 EY2143.The North Carolina HARNS have been completed but, EY2143.due to contractual restrictions, coordinates for these stations EY2143.will NOT be published in the near future. In the interim, the EY2143.published coordinates in North Carolina will not be EY2143.consistent with the Continuously Operating Reference Stations EY2143.(CORS). The HARN coordinates for these stations are available EY2143.upon request. Contact Gary Thompson(919-733-3836). EY2143. EY2143.In addition, the published North Carolina positions EY2143.(NAD 83 (1986)) are NOT consistent with those determined in EY2143.adjacent state readjustments. The discontinuity between stations EY2143.located in North Carolina and those in adjacent states EY2143.which have been adjusted to the HARN may be as much as 5 EY2143.decimeters. This will result in a significant loss of accuracy EY2143.over lines crossing such state borders. EY2143 EY2143 EY2143.The horizontal coordinates were established by classical geodetic methods EY2143.and adjusted by the National Geodetic Survey in July 1986. EY2143 EY2143 EY2143.The Laplace correction was computed from DEFLEC99 derived deflections. EY2143 EY2143.The geoid height was determined by GEOID03. EY2143 EY2143; North East Units Scale Factor Converg. EY2143;SPC NC - 198,883.967 788,450.589 MT 0.99988408 +1 08 18.0 EY2143;SPC NC - 652,505.15 2,586,774.97 sFT 0.99988408 +1 08 18.0 EY2143;UTM 18 - 3,933,362.494 316,146.125 MT 1.00001656 -1 10 43.0 EY2143 EY2143 SUPERSEDED SURVEY CONTROL EY2143 EY2143 NAD 27 - 35 31 36.09000(N) 077 01 41.05000(W) AD( ) 3 EY2143 EY2143.Superseded values are not recommended for survey control. EY2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2143.See file dsdata.txt to determine how the superseded data were derived. EY2143 EY2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1614633362(NAD 83) EY2143_MARKER: 63 = STACK EY2143 EY2143 HISTORY - Date Condition Report By EY2143 HISTORY - 1914 FIRST OBSERVED CGS EY2143 HISTORY - 1948 MARK NOT FOUND CGS EY2143 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2143 EY2143 STATION DESCRIPTION EY2143 EY2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2143'THIS STATION IS LOST AS ALL OF THE BUILDINGS IN THIS AREA HAVE EY2143'BEEN REMOVED. EY2143 EY2143 STATION RECOVERY (2004) EY2143 EY2143'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2143'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4024 *********************************************************************** EY4024 DESIGNATION - PAN EY4024 PID - EY4024 EY4024 STATE/COUNTY- NC/BEAUFORT EY4024 USGS QUAD - PANTEGO (1974) EY4024 EY4024 *CURRENT SURVEY CONTROL EY4024 ___________________________________________________________________ EY4024* NAD 83(1986)- 35 32 52.48435(N) 076 39 48.95396(W) ADJUSTED EY4024* NAVD 88 - -0. (meters) -0. (feet) SCALED EY4024 ___________________________________________________________________ EY4024 LAPLACE CORR- -2.22 (seconds) DEFLEC99 EY4024 GEOID HEIGHT- -37.10 (meters) GEOID03 EY4024 EY4024 HORZ ORDER - SECOND EY4024 EY4024.The North Carolina HARNS have been completed but, EY4024.due to contractual restrictions, coordinates for these stations EY4024.will NOT be published in the near future. In the interim, the EY4024.published coordinates in North Carolina will not be EY4024.consistent with the Continuously Operating Reference Stations EY4024.(CORS). The HARN coordinates for these stations are available EY4024.upon request. Contact Gary Thompson(919-733-3836). EY4024. EY4024.In addition, the published North Carolina positions EY4024.(NAD 83 (1986)) are NOT consistent with those determined in EY4024.adjacent state readjustments. The discontinuity between stations EY4024.located in North Carolina and those in adjacent states EY4024.which have been adjusted to the HARN may be as much as 5 EY4024.decimeters. This will result in a significant loss of accuracy EY4024.over lines crossing such state borders. EY4024 EY4024 EY4024.The horizontal coordinates were established by classical geodetic methods EY4024.and adjusted by the National Geodetic Survey in July 1986. EY4024 EY4024.The orthometric height was scaled from a topographic map. EY4024 EY4024.The Laplace correction was computed from DEFLEC99 derived deflections. EY4024 EY4024.The geoid height was determined by GEOID03. EY4024 EY4024; North East Units Scale Factor Converg. EY4024;SPC NC - 201,936.270 821,411.842 MT 0.99988591 +1 20 54.6 EY4024;SPC NC - 662,519.25 2,694,915.35 sFT 0.99988591 +1 20 54.6 EY4024;UTM 18 - 3,935,080.171 349,205.833 MT 0.99988022 -0 58 02.5 EY4024 EY4024! - Elev Factor x Scale Factor = Combined Factor EY4024!SPC NC - 1.00000588 x 0.99988591 = 0.99989178 EY4024!UTM 18 - 1.00000588 x 0.99988022 = 0.99988609 EY4024 EY4024: Primary Azimuth Mark Grid Az EY4024:SPC NC - BELHAVEN MUNICIPAL TANK 102 45 02.6 EY4024:UTM 18 - BELHAVEN MUNICIPAL TANK 105 03 59.7 EY4024 EY4024|---------------------------------------------------------------------| EY4024| PID Reference Object Distance Geod. Az | EY4024| dddmmss.s | EY4024| EY5317 PAN RM 1 28.868 METERS 04857 | EY4024| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 2.9 KM 0960203.6 | EY4024| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 3.7 KM 1040557.2 | EY4024| EY5318 PAN RM 2 31.455 METERS 13925 | EY4024|---------------------------------------------------------------------| EY4024 EY4024 SUPERSEDED SURVEY CONTROL EY4024 EY4024 NAD 27 - 35 32 51.89000(N) 076 39 50.19800(W) AD( ) 2 EY4024 EY4024.Superseded values are not recommended for survey control. EY4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4024.See file dsdata.txt to determine how the superseded data were derived. EY4024 EY4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4920635080(NAD 83) EY4024_MARKER: DS = TRIANGULATION STATION DISK EY4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4024 EY4024 HISTORY - Date Condition Report By EY4024 HISTORY - 1935 MONUMENTED CGS EY4024 HISTORY - 1949 GOOD CGS EY4024 EY4024 STATION DESCRIPTION EY4024 EY4024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY4024'THE STATION IS ABOUT 2 MILES W OF BELHAVEN, NEAR THE MOUTH OF EY4024'BROAD CREEK, ON THE W SIDE OF THE MOUTH, IN RANGE WITH THE EY4024'BELHAVEN MUNICIPAL WATER TANK AND THE CENTER OF THE SWING SPAN EY4024'OF THE RAILROAD BRIDGE ACROSS THE RIVER AT BELHAVEN. THE EY4024'STATION IS 26 METERS W OF THE WATERS EDGE, IN THE EDGE OF THE EY4024'TREES ABOUT 50 METERS N OF THE MOST SOUTHERLY TREES ON THE EY4024'POINT. IT IS 6 METERS SE OF AN 18-INCH PINE BLAZED WITH A EY4024'TRIANGLE. EY4024' EY4024'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE EY4024'DISKS SET IN CONCRETE. EY4024' EY4024'REFERENCE MARK NO. 1 IS IN THE MARSH NE OF THE EY4024'STATION. REFERENCE MARK NO. 2 IS SE OF THE STATION AT THE EY4024'WATERS EDGE NEAR A SMALL GUT. EY4024' EY4024'THE STATION IS BEST REACHED BY WATER BUT MAY BE REACHED BY A EY4024'VERY POOR ROAD WHICH IS IMPASSABLE IN WET WEATHER. TO REACH EY4024'FROM THE VILLAGE OF PANTEGO, GO SW ON HIGHWAY 264 FOR 1 MILE EY4024'AND TURN SHARP LEFT. GO 0.1 MILE AND TURN RIGHT ON DIRT LANE EY4024'JUST PAST FIRST HOUSE ON RIGHT. FOLLOW THIS ABOUT 1/2 MILE AND EY4024'TURN LEFT AFTER CROSSING SMALL DRAINAGE CANAL. FOLLOW THIS ROAD EY4024'ABOUT 3 MILES TO THE WATERS EDGE. THERE ARE BAD MUD HOLES ON EY4024'THIS ROAD. EY4024' EY4024'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EY4024 EY4024 STATION RECOVERY (1949) EY4024 EY4024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4024'STATION AND R.M.S RECOVERED IN GOOD CONDITION. DISTANCES TO EY4024'R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY4024'CORRECT. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT AS NOTED EY4024'BELOW-- EY4024' EY4024'25.7 METERS W OF THE SHORE. EY4024' EY4024'33 METERS N OF THE MOST S TREE ON THE POINT. EY4024' EY4024'STATION AND R.M.S 1 AND 2 ARE STAMPED AS FOLLOWS--PAN 1935, EY4024'PAN 1935 NO. 1, AND PAN 1935 NO. 2, RESPECTIVELY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4017 *********************************************************************** EY4017 DESIGNATION - PANTEGO EY4017 PID - EY4017 EY4017 STATE/COUNTY- NC/BEAUFORT EY4017 USGS QUAD - BELHAVEN (1974) EY4017 EY4017 *CURRENT SURVEY CONTROL EY4017 ___________________________________________________________________ EY4017* NAD 83(1986)- 35 31 34.39051(N) 076 37 21.25059(W) ADJUSTED EY4017* NAVD 88 - 1. (meters) 3. (feet) SCALED EY4017 ___________________________________________________________________ EY4017 LAPLACE CORR- -2.22 (seconds) DEFLEC99 EY4017 GEOID HEIGHT- -37.18 (meters) GEOID03 EY4017 EY4017 HORZ ORDER - THIRD EY4017 EY4017.The North Carolina HARNS have been completed but, EY4017.due to contractual restrictions, coordinates for these stations EY4017.will NOT be published in the near future. In the interim, the EY4017.published coordinates in North Carolina will not be EY4017.consistent with the Continuously Operating Reference Stations EY4017.(CORS). The HARN coordinates for these stations are available EY4017.upon request. Contact Gary Thompson(919-733-3836). EY4017. EY4017.In addition, the published North Carolina positions EY4017.(NAD 83 (1986)) are NOT consistent with those determined in EY4017.adjacent state readjustments. The discontinuity between stations EY4017.located in North Carolina and those in adjacent states EY4017.which have been adjusted to the HARN may be as much as 5 EY4017.decimeters. This will result in a significant loss of accuracy EY4017.over lines crossing such state borders. EY4017 EY4017 EY4017.The horizontal coordinates were established by classical geodetic methods EY4017.and adjusted by the National Geodetic Survey in July 1986. EY4017 EY4017.The orthometric height was scaled from a topographic map. EY4017 EY4017.The Laplace correction was computed from DEFLEC99 derived deflections. EY4017 EY4017.The geoid height was determined by GEOID03. EY4017 EY4017; North East Units Scale Factor Converg. EY4017;SPC NC - 199,618.729 825,188.296 MT 0.99988403 +1 22 19.9 EY4017;SPC NC - 654,915.78 2,707,305.27 sFT 0.99988403 +1 22 19.9 EY4017;UTM 18 - 3,932,611.973 352,885.527 MT 0.99986671 -0 56 34.8 EY4017 EY4017! - Elev Factor x Scale Factor = Combined Factor EY4017!SPC NC - 1.00000573 x 0.99988403 = 0.99988976 EY4017!UTM 18 - 1.00000573 x 0.99986671 = 0.99987244 EY4017 EY4017: Primary Azimuth Mark Grid Az EY4017:SPC NC - NORTH DURAN POINT 2 117 58 08.1 EY4017:UTM 18 - NORTH DURAN POINT 2 120 17 02.8 EY4017 EY4017|---------------------------------------------------------------------| EY4017| PID Reference Object Distance Geod. Az | EY4017| dddmmss.s | EY4017| EY3991 BELLHAVEN SCHOOLHOUSE CUPOLA APPROX. 1.5 KM 0004219.4 | EY4017| EY3988 BELLHAVEN CITY HALL FLAGPOLE APPROX. 1.4 KM 0032244.9 | EY4017| EY3990 BELLHAVEN MISSIONARY CH SPIRE APPROX. 1.1 KM 0170911.5 | EY4017| EY3989 BELLHAVEN METH CHURCH SPIRE APPROX. 1.2 KM 0191709.8 | EY4017| EY3987 BELLHAVEN CHRISTIAN CH SPIRE APPROX. 1.1 KM 0354847.8 | EY4017| EY4005 PANTEGO CREEK LIGHT 390.611 METERS 08834 | EY4017| EY4002 NORTH DURAN POINT 2 APPROX. 3.7 KM 1192028.0 | EY4017| EY3469 WOODSTOCK POINT LIGHT APPROX. 5.7 KM 1461100.7 | EY4017| EY4020 PANTEGO RM 1 17.873 METERS 26156 | EY4017| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 2.2 KM 3391837.8 | EY4017|---------------------------------------------------------------------| EY4017 EY4017 SUPERSEDED SURVEY CONTROL EY4017 EY4017 NAD 27 - 35 31 33.79400(N) 076 37 22.49800(W) AD( ) 3 EY4017 EY4017.Superseded values are not recommended for survey control. EY4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4017.See file dsdata.txt to determine how the superseded data were derived. EY4017 EY4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5288632612(NAD 83) EY4017_MARKER: DS = TRIANGULATION STATION DISK EY4017_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY4017_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY4017_MARK LOGO: CGS EY4017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY4017 EY4017 HISTORY - Date Condition Report By EY4017 HISTORY - 1914 MONUMENTED CGS EY4017 HISTORY - 1933 MARK NOT FOUND CGS EY4017 HISTORY - 1949 MARK NOT FOUND CGS EY4017 EY4017 STATION DESCRIPTION EY4017 EY4017'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY4017'STATION IS ON THE W SIDE OF PUNGO RIVER, OPPOSITE BELHAVEN, ON EY4017'THE MARSHY POINT AT THE S SIDE OF THE ENTRANCE TO PANTEGO CREEK, EY4017'21 FEET W FROM THE SHORE LINE. EY4017' EY4017'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE EY4017'AND CONCRETE. EY4017' EY4017'THE REFERENCE MARK IS 17.88 METERS (58.7 FEET) FROM THE STATION EY4017'S 81 DEG 56 MIN W. EY4017' EY4017'THE BEARING TO WOODSTOCK POINT LIGHT IS S 33 DEG 49 MIN E. EY4017 EY4017 STATION RECOVERY (1933) EY4017 EY4017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY4017'STATION WAS FOUND DESTROYED, AS IT HAD BEEN DUG UP AND BROKEN. THE EY4017'REFERENCE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. EY4017' EY4017'A NEW STATION, TEGO, WAS ESTABLISHED IN THIS LOCALITY. EY4017' EY4017'THE RECOVERED REFERENCE MARK WAS USED FOR THE NEW STATION, AND EY4017'WAS STAMPED NO. 1. EY4017 EY4017 STATION RECOVERY (1949) EY4017 EY4017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4017'STATION LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4004 *********************************************************************** EY4004 DESIGNATION - PANTEGO CREEK BEACON EY4004 PID - EY4004 EY4004 STATE/COUNTY- NC/BEAUFORT EY4004 USGS QUAD - BELHAVEN (1974) EY4004 EY4004 *CURRENT SURVEY CONTROL EY4004 ___________________________________________________________________ EY4004* NAD 83(1986)- 35 31 44.67246(N) 076 36 55.98653(W) ADJUSTED EY4004* NAVD 88 - EY4004 ___________________________________________________________________ EY4004 LAPLACE CORR- -2.28 (seconds) DEFLEC99 EY4004 GEOID HEIGHT- -37.18 (meters) GEOID03 EY4004 EY4004 HORZ ORDER - THIRD EY4004 EY4004.The North Carolina HARNS have been completed but, EY4004.due to contractual restrictions, coordinates for these stations EY4004.will NOT be published in the near future. In the interim, the EY4004.published coordinates in North Carolina will not be EY4004.consistent with the Continuously Operating Reference Stations EY4004.(CORS). The HARN coordinates for these stations are available EY4004.upon request. Contact Gary Thompson(919-733-3836). EY4004. EY4004.In addition, the published North Carolina positions EY4004.(NAD 83 (1986)) are NOT consistent with those determined in EY4004.adjacent state readjustments. The discontinuity between stations EY4004.located in North Carolina and those in adjacent states EY4004.which have been adjusted to the HARN may be as much as 5 EY4004.decimeters. This will result in a significant loss of accuracy EY4004.over lines crossing such state borders. EY4004 EY4004 EY4004.The horizontal coordinates were established by classical geodetic methods EY4004.and adjusted by the National Geodetic Survey in July 1986. EY4004 EY4004 EY4004.The Laplace correction was computed from DEFLEC99 derived deflections. EY4004 EY4004.The geoid height was determined by GEOID03. EY4004 EY4004; North East Units Scale Factor Converg. EY4004;SPC NC - 199,950.749 825,816.943 MT 0.99988426 +1 22 34.4 EY4004;SPC NC - 656,005.08 2,709,367.75 sFT 0.99988426 +1 22 34.4 EY4004;UTM 18 - 3,932,918.320 353,527.061 MT 0.99986439 -0 56 20.4 EY4004 EY4004 SUPERSEDED SURVEY CONTROL EY4004 EY4004 NAD 27 - 35 31 44.08000(N) 076 36 57.23800(W) AD( ) 3 EY4004 EY4004.Superseded values are not recommended for survey control. EY4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4004.See file dsdata.txt to determine how the superseded data were derived. EY4004 EY4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5352732918(NAD 83) EY4004_MARKER: 16 = DAYBEACON EY4004 EY4004 HISTORY - Date Condition Report By EY4004 HISTORY - 1933 FIRST OBSERVED CGS EY4004 HISTORY - 1949 GOOD CGS EY4004 HISTORY - 1985 GOOD USPSQD EY4004 EY4004 STATION DESCRIPTION EY4004 EY4004'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4004'STATION RECOVERED IN GOOD CONDITION. ACCORDING TO THE LIGHT LIST, EY4004'INTRACOASTAL WATERWAY OF THE UNITED STATES AND LOCAL INFORMATION, EY4004'THIS LIGHT WAS LAST REBUILT IN 1919. A NEW DESCRIPTION FOLLOWS-- EY4004' EY4004'A LIGHT ON A PILE STRUCTURE 19 FEET HIGH. THIS STATION IS LISTED EY4004'IN THE LIGHT LIST AS PANTEGO CREEK LIGHT. EY4004 EY4004 STATION RECOVERY (1985) EY4004 EY4004'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEW) EY4004'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4005 *********************************************************************** EY4005 DESIGNATION - PANTEGO CREEK LIGHT EY4005 PID - EY4005 EY4005 STATE/COUNTY- NC/BEAUFORT EY4005 USGS QUAD - BELHAVEN (1974) EY4005 EY4005 *CURRENT SURVEY CONTROL EY4005 ___________________________________________________________________ EY4005* NAD 83(1986)- 35 31 34.70547(N) 076 37 05.75148(W) ADJUSTED EY4005* NAVD 88 - EY4005 ___________________________________________________________________ EY4005 LAPLACE CORR- -2.24 (seconds) DEFLEC99 EY4005 GEOID HEIGHT- -37.18 (meters) GEOID03 EY4005 EY4005 HORZ ORDER - THIRD EY4005 EY4005.The North Carolina HARNS have been completed but, EY4005.due to contractual restrictions, coordinates for these stations EY4005.will NOT be published in the near future. In the interim, the EY4005.published coordinates in North Carolina will not be EY4005.consistent with the Continuously Operating Reference Stations EY4005.(CORS). The HARN coordinates for these stations are available EY4005.upon request. Contact Gary Thompson(919-733-3836). EY4005. EY4005.In addition, the published North Carolina positions EY4005.(NAD 83 (1986)) are NOT consistent with those determined in EY4005.adjacent state readjustments. The discontinuity between stations EY4005.located in North Carolina and those in adjacent states EY4005.which have been adjusted to the HARN may be as much as 5 EY4005.decimeters. This will result in a significant loss of accuracy EY4005.over lines crossing such state borders. EY4005 EY4005 EY4005.The horizontal coordinates were established by classical geodetic methods EY4005.and adjusted by the National Geodetic Survey in July 1986. EY4005 EY4005 EY4005.The Laplace correction was computed from DEFLEC99 derived deflections. EY4005 EY4005.The geoid height was determined by GEOID03. EY4005 EY4005; North East Units Scale Factor Converg. EY4005;SPC NC - 199,637.791 825,578.397 MT 0.99988403 +1 22 28.8 EY4005;SPC NC - 654,978.32 2,708,585.12 sFT 0.99988403 +1 22 28.8 EY4005;UTM 18 - 3,932,615.260 353,276.073 MT 0.99986529 -0 56 25.8 EY4005 EY4005 SUPERSEDED SURVEY CONTROL EY4005 EY4005 NAD 27 - 35 31 34.10800(N) 076 37 06.99300(W) AD( ) 3 EY4005 EY4005.Superseded values are not recommended for survey control. EY4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4005.See file dsdata.txt to determine how the superseded data were derived. EY4005 EY4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5327632615(NAD 83) EY4005_MARKER: 14 = NAVIGATION LIGHT EY4005 EY4005 HISTORY - Date Condition Report By EY4005 HISTORY - 1914 FIRST OBSERVED CGS EY4005 EY4005 STATION DESCRIPTION EY4005 EY4005'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9136 *********************************************************************** AF9136 DESIGNATION - PANTEGO WATER TANK AF9136 PID - AF9136 AF9136 STATE/COUNTY- NC/BEAUFORT AF9136 USGS QUAD - PANTEGO (1974) AF9136 AF9136 *CURRENT SURVEY CONTROL AF9136 ___________________________________________________________________ AF9136* NAD 83(1986)- 35 34 24.22558(N) 076 41 16.61740(W) ADJUSTED AF9136* NAVD 88 - 2. (meters) 7. (feet) SCALED AF9136 ___________________________________________________________________ AF9136 LAPLACE CORR- -2.25 (seconds) DEFLEC99 AF9136 GEOID HEIGHT- -37.03 (meters) GEOID03 AF9136 AF9136 HORZ ORDER - THIRD AF9136 AF9136.The North Carolina HARNS have been completed but, AF9136.due to contractual restrictions, coordinates for these stations AF9136.will NOT be published in the near future. In the interim, the AF9136.published coordinates in North Carolina will not be AF9136.consistent with the Continuously Operating Reference Stations AF9136.(CORS). The HARN coordinates for these stations are available AF9136.upon request. Contact Gary Thompson(919-733-3836). AF9136. AF9136.In addition, the published North Carolina positions AF9136.(NAD 83 (1986)) are NOT consistent with those determined in AF9136.adjacent state readjustments. The discontinuity between stations AF9136.located in North Carolina and those in adjacent states AF9136.which have been adjusted to the HARN may be as much as 5 AF9136.decimeters. This will result in a significant loss of accuracy AF9136.over lines crossing such state borders. AF9136 AF9136 AF9136.The horizontal coordinates were established by classical geodetic methods AF9136.and adjusted by the National Geodetic Survey in July 1998. AF9136 AF9136.The orthometric height was scaled from a topographic map. AF9136 AF9136.The Laplace correction was computed from DEFLEC99 derived deflections. AF9136 AF9136.The geoid height was determined by GEOID03. AF9136 AF9136; North East Units Scale Factor Converg. AF9136;SPC NC - 204,710.934 819,138.825 MT 0.99988830 +1 20 04.0 AF9136;SPC NC - 671,622.46 2,687,457.96 sFT 0.99988830 +1 20 04.0 AF9136;UTM 18 - 3,937,944.424 347,046.818 MT 0.99988830 -0 58 55.7 AF9136 AF9136! - Elev Factor x Scale Factor = Combined Factor AF9136!SPC NC - 1.00000551 x 0.99988830 = 0.99989380 AF9136!UTM 18 - 1.00000551 x 0.99988830 = 0.99989380 AF9136 AF9136 SUPERSEDED SURVEY CONTROL AF9136 AF9136.No superseded survey control is available for this station. AF9136 AF9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4704737944(NAD 83) AF9136_MARKER: 51 = TANK AF9136 AF9136 HISTORY - Date Condition Report By AF9136 HISTORY - 1982 FIRST OBSERVED NCGS AF9136 AF9136 STATION DESCRIPTION AF9136 AF9136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 AF9136'TANK IS ABOUT 1.75 MI (2.82 KM) SOUTHWEST OF PANTEGO AND 4.25 MI (6.84 AF9136'KM) NORTHEAST OF YATESVILLE. ALONG US 264 FOR 2.3 MI (3.7 KM) WEST AF9136'FROM THE PANTEGO POST OFFICE, AT SR 1616 (WHITE SIX ROAD), IN THE AF9136'SOUTHEAST QUADRANT, A NEW 140+FEET TALL, SIX-LEGGED TOWER WITH A AF9136'CENTER STANDPIPE. POINT OBSERVED WAS TH CENTER OF THE BASE OF THE AF9136'CENTER STANDPIPE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2144 *********************************************************************** EY2144 DESIGNATION - PARK EY2144 PID - EY2144 EY2144 STATE/COUNTY- NC/BEAUFORT EY2144 USGS QUAD - WASHINGTON (1983) EY2144 EY2144 *CURRENT SURVEY CONTROL EY2144 ___________________________________________________________________ EY2144* NAD 83(1986)- 35 32 12.00528(N) 077 02 30.78906(W) ADJUSTED EY2144* NAVD 88 - 0.9 (meters) 3. (feet) VERTCON EY2144 ___________________________________________________________________ EY2144 LAPLACE CORR- -1.83 (seconds) DEFLEC99 EY2144 GEOID HEIGHT- -36.66 (meters) GEOID03 EY2144 EY2144 HORZ ORDER - SECOND EY2144 EY2144.The North Carolina HARNS have been completed but, EY2144.due to contractual restrictions, coordinates for these stations EY2144.will NOT be published in the near future. In the interim, the EY2144.published coordinates in North Carolina will not be EY2144.consistent with the Continuously Operating Reference Stations EY2144.(CORS). The HARN coordinates for these stations are available EY2144.upon request. Contact Gary Thompson(919-733-3836). EY2144. EY2144.In addition, the published North Carolina positions EY2144.(NAD 83 (1986)) are NOT consistent with those determined in EY2144.adjacent state readjustments. The discontinuity between stations EY2144.located in North Carolina and those in adjacent states EY2144.which have been adjusted to the HARN may be as much as 5 EY2144.decimeters. This will result in a significant loss of accuracy EY2144.over lines crossing such state borders. EY2144 EY2144 EY2144.The horizontal coordinates were established by classical geodetic methods EY2144.and adjusted by the National Geodetic Survey in July 1986. EY2144 EY2144.The NAVD 88 height was computed by applying the VERTCON shift value to EY2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2144 EY2144.The Laplace correction was computed from DEFLEC99 derived deflections. EY2144 EY2144.The geoid height was determined by GEOID03. EY2144 EY2144; North East Units Scale Factor Converg. EY2144;SPC NC - 199,947.295 787,146.999 MT 0.99988491 +1 07 48.6 EY2144;SPC NC - 655,993.75 2,582,498.11 sFT 0.99988491 +1 07 48.6 EY2144;UTM 18 - 3,934,477.808 314,886.421 MT 1.00002229 -1 11 13.7 EY2144 EY2144! - Elev Factor x Scale Factor = Combined Factor EY2144!SPC NC - 1.00000562 x 0.99988491 = 0.99989053 EY2144!UTM 18 - 1.00000562 x 1.00002229 = 1.00002791 EY2144 EY2144|---------------------------------------------------------------------| EY2144| PID Reference Object Distance Geod. Az | EY2144| dddmmss.s | EY2144| EY2093 ARMORY 341.578 METERS 28918 | EY2144|---------------------------------------------------------------------| EY2144 EY2144 SUPERSEDED SURVEY CONTROL EY2144 EY2144 NAD 27 - 35 32 11.41701(N) 077 02 31.96548(W) AD( ) 2 EY2144 NGVD 29 (07/19/86) 1.2 (m) 4. (f) VERT ANG EY2144 EY2144.Superseded values are not recommended for survey control. EY2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2144.See file dsdata.txt to determine how the superseded data were derived. EY2144 EY2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1488634478(NAD 83) EY2144_MARKER: DE = TRAVERSE STATION DISK EY2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2144_STAMPING: PARK 1965 EY2144_MARK LOGO: NCGS EY2144_MAGNETIC: N = NO MAGNETIC MATERIAL EY2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2144+STABILITY: SURFACE MOTION EY2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY2144+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004 EY2144 EY2144 HISTORY - Date Condition Report By EY2144 HISTORY - 1965 MONUMENTED NCGS EY2144 HISTORY - 1979 GOOD NCGS EY2144 HISTORY - 1980 GOOD USE EY2144 HISTORY - 1983 GOOD USPSQD EY2144 HISTORY - 1985 GOOD USPSQD EY2144 HISTORY - 20040106 GOOD USPSQD EY2144 EY2144 STATION DESCRIPTION EY2144 EY2144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2144'PARK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2144'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2144' EY2144'PARK IS 1.2 MILES ESE OF WASHINGTON. LOCATED IN WASHINGTON EY2144'PARK. 0.1 MILE S OF BRIDGE ON E MAIN ST. OVER JACK CREE. 0.2 EY2144'MILE W OF BRIDGE ON RIVER ROAD OVER RUNYON CREEK. APPROXIMATELY EY2144'150 FT S OF E MAIN ST. APPROXIMATELY 35 FT N OF N BANK OF EY2144'PAMLICO RIVER. APPROXIMATELY 150 FT E OF OLD NO. 7 TRAIN EY2144'ENGINE IN PARK AND APPROXIMATELY 10 FT N OF PARK BENCH. EY2144' EY2144'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2144'PARK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2144'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2144' EY2144'MARK IS EY2144' EY2144'61.0 FT NE OF WILLOW TREE WITH ALUMINUM REF. TAG EY2144' EY2144'125.7 FT E OF NE END OF RAIL OF OLD 7 ENGINE EY2144' EY2144'41.0 FT N OF WATER EDGE EY2144' EY2144'13.0 FT NW OF SMALL TREE AT PARK BENCH EY2144' EY2144'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2144 EY2144 STATION RECOVERY (1979) EY2144 EY2144'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY2144'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EY2144'EXCEPT FOR THE FOLLOWING CONDITIONS. THE STATION IS LOCATED IN HAVENS EY2144'GARDEN CITY PARK, 118.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER EY2144'OF FENCE AROUND TRAIN ENGINE, AND 11.9 FEET NORTH OF 15 INCH OAK WITH EY2144'ALUMINUM TAG. EY2144 EY2144 STATION RECOVERY (1980) EY2144 EY2144'RECOVERY NOTE BY US ENGINEERS 1980 (GRN) EY2144'PARK 1965 FOUND GOOD, DESCRIPTION ADEQUATE AT WASHINGTON NC. EY2144 EY2144 STATION RECOVERY (1983) EY2144 EY2144'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2144'PARK 1965 RECOVERED GOOD. EY2144' EY2144'DESCRIPTION IS ACCURATE EXCEPT MAKE 1ST LINE 2ND PARAGRAPH READ. EY2144' EY2144'PARK IS 1.2 MI ESE OF WASHINGTON. LOCATED IN HAVENS GARDENS. EY2144 EY2144 STATION RECOVERY (1985) EY2144 EY2144'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2144'RECOVERED IN GOOD CONDITION. EY2144 EY2144 STATION RECOVERY (2004) EY2144 EY2144'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY2144'BOTH FENCE AND TRAIN ARE NO LONGER IN HAVENS GARDEN PARK. MARK IS EY2144'LOCATED ON A LINE FROM THE CENTER OF THE BRICK BUILDING DIRECTLY TO A EY2144'LARGE OAK TREE NEW THE EDGE OF THE RIVER. MARK IS SLIGHTLY BELOW EY2144'GROUND LEVEL AND WITHIN 10 FEET OF OAK TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3831 *********************************************************************** EY3831 DESIGNATION - PAT EY3831 PID - EY3831 EY3831 STATE/COUNTY- NC/BEAUFORT EY3831 USGS QUAD - AURORA (1993) EY3831 EY3831 *CURRENT SURVEY CONTROL EY3831 ___________________________________________________________________ EY3831* NAD 83(1986)- 35 18 04.00635(N) 076 46 08.86471(W) ADJUSTED EY3831* NAVD 88 - 1.579 (meters) 5.18 (feet) ADJUSTED EY3831 ___________________________________________________________________ EY3831 LAPLACE CORR- -1.02 (seconds) DEFLEC99 EY3831 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3831 DYNAMIC HT - 1.577 (meters) 5.17 (feet) COMP EY3831 MODELED GRAV- 979,744.0 (mgal) NAVD 88 EY3831 EY3831 HORZ ORDER - SECOND EY3831 VERT ORDER - SECOND CLASS II EY3831 EY3831.The North Carolina HARNS have been completed but, EY3831.due to contractual restrictions, coordinates for these stations EY3831.will NOT be published in the near future. In the interim, the EY3831.published coordinates in North Carolina will not be EY3831.consistent with the Continuously Operating Reference Stations EY3831.(CORS). The HARN coordinates for these stations are available EY3831.upon request. Contact Gary Thompson(919-733-3836). EY3831. EY3831.In addition, the published North Carolina positions EY3831.(NAD 83 (1986)) are NOT consistent with those determined in EY3831.adjacent state readjustments. The discontinuity between stations EY3831.located in North Carolina and those in adjacent states EY3831.which have been adjusted to the HARN may be as much as 5 EY3831.decimeters. This will result in a significant loss of accuracy EY3831.over lines crossing such state borders. EY3831 EY3831 EY3831.The horizontal coordinates were established by classical geodetic methods EY3831.and adjusted by the National Geodetic Survey in July 1986. EY3831 EY3831.The orthometric height was determined by differential leveling EY3831.and adjusted by the National Geodetic Survey in June 1998. EY3831 EY3831.The Laplace correction was computed from DEFLEC99 derived deflections. EY3831 EY3831.The geoid height was determined by GEOID03. EY3831 EY3831.The dynamic height is computed by dividing the NAVD 88 EY3831.geopotential number by the normal gravity value computed on the EY3831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3831.degrees latitude (g = 980.6199 gals.). EY3831 EY3831.The modeled gravity was interpolated from observed gravity values. EY3831 EY3831; North East Units Scale Factor Converg. EY3831;SPC NC - 174,344.446 812,461.634 MT 0.99987296 +1 17 15.3 EY3831;SPC NC - 571,995.07 2,665,551.21 sFT 0.99987296 +1 17 15.3 EY3831;UTM 18 - 3,907,871.474 339,149.103 MT 0.99991886 -1 01 21.2 EY3831 EY3831! - Elev Factor x Scale Factor = Combined Factor EY3831!SPC NC - 1.00000560 x 0.99987296 = 0.99987856 EY3831!UTM 18 - 1.00000560 x 0.99991886 = 0.99992446 EY3831 EY3831: Primary Azimuth Mark Grid Az EY3831:SPC NC - JOHN 088 09 15.0 EY3831:UTM 18 - JOHN 090 27 51.5 EY3831 EY3831|---------------------------------------------------------------------| EY3831| PID Reference Object Distance Geod. Az | EY3831| dddmmss.s | EY3831| EY3816 JOHN APPROX. 1.5 KM 0892630.3 | EY3831|---------------------------------------------------------------------| EY3831 EY3831 SUPERSEDED SURVEY CONTROL EY3831 EY3831 NAD 27 - 35 18 03.38490(N) 076 46 10.13022(W) AD( ) 2 EY3831 NGVD 29 (07/19/86) 2.1 (m) 7. (f) VERT ANG EY3831 EY3831.Superseded values are not recommended for survey control. EY3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3831.See file dsdata.txt to determine how the superseded data were derived. EY3831 EY3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3914907871(NAD 83) EY3831_MARKER: DE = TRAVERSE STATION DISK EY3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3831_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3831_STAMPING: PAT 1966 EY3831_MARK LOGO: NCGS EY3831_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3831+STABILITY: SURFACE MOTION EY3831 EY3831 HISTORY - Date Condition Report By EY3831 HISTORY - 1966 MONUMENTED NCGS EY3831 HISTORY - 19860101 GOOD NCGS EY3831 EY3831 STATION DESCRIPTION EY3831 EY3831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3831'PAT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3831'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3831' EY3831'PAT IS 1.15 MILES E OF AURORA. LOCATED 0.4 MILES E ALONG NC EY3831'33 FROM BRIDGE OVER SOUTH CREEK. 1.1 MILES W OF SR 1915. AND EY3831'AT NE QUADRANT OF NC 33 AND SR 1912. EY3831' EY3831'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3831'PAT 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3831'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EY3831' EY3831'MARK IS EY3831' EY3831'26.1 FT N OF C/L OF NC 33 EY3831' EY3831'5.6 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3831' EY3831'79.1 FT W OF UNDERGROUND TEL. SERVICE BOX EY3831' EY3831'120.1 FT SE OF TP WITH ALUMINUM REF. TAG EY3831' EY3831'146.2 FT E OF PP WITH ALUMINUM REF. TAG EY3831' EY3831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3831 EY3831 STATION RECOVERY (1986) EY3831 EY3831'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY3831'STATION IS LOCATED ABOUT 1.83 KM (1.15 MI) EAST OF AURORA. ALONG NC 33 EY3831'FOR 0.63 KM (0.40 MI) EAST OF THE SOUTH CREEK BRIDGE IN AURORA, AT SR EY3831'1912. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL WITH EY3831'HIGHWAY. LOCATED 6.43 M (21.10 FT) NORTH OF THE CENTERLINE OF NC 33, EY3831'11.45 M (37.57 FT) EAST OF THE CENTERLINE OF THE SR, 24.11 M (79.10 EY3831'FT) WEST OF A TELEPHONE JUNCTION BOX--AND 36.61 M (120.11 FT) EY3831'SOUTHEAST OF A TELEPHONE POLE, 44.56 M (146.19 FT) EAST OF A POWER EY3831'POLE, 51.1 M (167.7 FT) SOUTH-SOUTHWEST OF A POWER POLE--ALL THREE EY3831'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5897 *********************************************************************** AE5897 DESIGNATION - PATIO AE5897 PID - AE5897 AE5897 STATE/COUNTY- NC/BEAUFORT AE5897 USGS QUAD - BLOUNTS BAY (1993) AE5897 AE5897 *CURRENT SURVEY CONTROL AE5897 ___________________________________________________________________ AE5897* NAD 83(1986)- 35 22 48.05953(N) 076 59 12.56591(W) ADJUSTED AE5897* NAVD 88 - 9.552 (meters) 31.34 (feet) ADJUSTED AE5897 ___________________________________________________________________ AE5897 LAPLACE CORR- -2.25 (seconds) DEFLEC99 AE5897 GEOID HEIGHT- -36.88 (meters) GEOID03 AE5897 DYNAMIC HT - 9.544 (meters) 31.31 (feet) COMP AE5897 MODELED GRAV- 979,752.4 (mgal) NAVD 88 AE5897 AE5897 HORZ ORDER - SECOND AE5897 VERT ORDER - SECOND CLASS II AE5897 AE5897.The North Carolina HARNS have been completed but, AE5897.due to contractual restrictions, coordinates for these stations AE5897.will NOT be published in the near future. In the interim, the AE5897.published coordinates in North Carolina will not be AE5897.consistent with the Continuously Operating Reference Stations AE5897.(CORS). The HARN coordinates for these stations are available AE5897.upon request. Contact Gary Thompson(919-733-3836). AE5897. AE5897.In addition, the published North Carolina positions AE5897.(NAD 83 (1986)) are NOT consistent with those determined in AE5897.adjacent state readjustments. The discontinuity between stations AE5897.located in North Carolina and those in adjacent states AE5897.which have been adjusted to the HARN may be as much as 5 AE5897.decimeters. This will result in a significant loss of accuracy AE5897.over lines crossing such state borders. AE5897 AE5897 AE5897.The horizontal coordinates were established by classical geodetic methods AE5897.and adjusted by the National Geodetic Survey in April 1998. AE5897 AE5897.The orthometric height was determined by differential leveling AE5897.and adjusted by the National Geodetic Survey in June 1998. AE5897 AE5897.The Laplace correction was computed from DEFLEC99 derived deflections. AE5897 AE5897.The geoid height was determined by GEOID03. AE5897 AE5897.The dynamic height is computed by dividing the NAVD 88 AE5897.geopotential number by the normal gravity value computed on the AE5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5897.degrees latitude (g = 980.6199 gals.). AE5897 AE5897.The modeled gravity was interpolated from observed gravity values. AE5897 AE5897; North East Units Scale Factor Converg. AE5897;SPC NC - 182,672.492 792,491.297 MT 0.99987509 +1 09 43.0 AE5897;SPC NC - 599,318.00 2,600,031.86 sFT 0.99987509 +1 09 43.0 AE5897;UTM 18 - 3,916,998.919 319,529.203 MT 1.00000139 -1 09 02.4 AE5897 AE5897! - Elev Factor x Scale Factor = Combined Factor AE5897!SPC NC - 1.00000429 x 0.99987509 = 0.99987938 AE5897!UTM 18 - 1.00000429 x 1.00000139 = 1.00000568 AE5897 AE5897 SUPERSEDED SURVEY CONTROL AE5897 AE5897 NGVD 29 (04/29/98) 9.88 (m) 32.4 (f) LEVELING 3 AE5897 AE5897.Superseded values are not recommended for survey control. AE5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5897.See file dsdata.txt to determine how the superseded data were derived. AE5897 AE5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1952916999(NAD 83) AE5897_MARKER: DD = SURVEY DISK AE5897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5897_STAMPING: PATIO 1983 AE5897_MARK LOGO: NCGS AE5897_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5897+STABILITY: SURFACE MOTION AE5897 AE5897 HISTORY - Date Condition Report By AE5897 HISTORY - 1983 MONUMENTED NCGS AE5897 AE5897 STATION DESCRIPTION AE5897 AE5897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5897'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-NORTHWEST OF COXS AE5897'CROSSROADS AND 18.3 KM (11.35 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC AE5897'33 FOR 3.4 KM (2.10 MI) NORTH OF THE BLOUNTS CREEK POST OFFICE AT COXS AE5897'CROSSROADS, NEAR A SHINGLED HOUSE. MARK IS RECESSED 3 INCHES BELOW AE5897'GROUND. LOCATED 4.6 M (15.1 FT) SOUTHWEST OF THE CENTERLINE OF THE AE5897'HIGHWAY, 48.1 M (157.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AE5897'A FRAME HOUSE--AND 12.7 M (41.7 FT) SOUTHWEST OF A POWER POLE, 21.1 M AE5897'(69.2 FT) EAST-NORTHEAST OF A 20-INCH SYCAMORE--BOTH WITH REFERENCE AE5897'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2145 *********************************************************************** EY2145 DESIGNATION - PAVILLION EY2145 PID - EY2145 EY2145 STATE/COUNTY- NC/BEAUFORT EY2145 USGS QUAD - WASHINGTON (1983) EY2145 EY2145 *CURRENT SURVEY CONTROL EY2145 ___________________________________________________________________ EY2145* NAD 83(1986)- 35 30 33.21568(N) 077 00 32.39604(W) ADJUSTED EY2145* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2145 ___________________________________________________________________ EY2145 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2145 GEOID HEIGHT- -36.73 (meters) GEOID03 EY2145 EY2145 HORZ ORDER - THIRD EY2145 EY2145.The North Carolina HARNS have been completed but, EY2145.due to contractual restrictions, coordinates for these stations EY2145.will NOT be published in the near future. In the interim, the EY2145.published coordinates in North Carolina will not be EY2145.consistent with the Continuously Operating Reference Stations EY2145.(CORS). The HARN coordinates for these stations are available EY2145.upon request. Contact Gary Thompson(919-733-3836). EY2145. EY2145.In addition, the published North Carolina positions EY2145.(NAD 83 (1986)) are NOT consistent with those determined in EY2145.adjacent state readjustments. The discontinuity between stations EY2145.located in North Carolina and those in adjacent states EY2145.which have been adjusted to the HARN may be as much as 5 EY2145.decimeters. This will result in a significant loss of accuracy EY2145.over lines crossing such state borders. EY2145 EY2145 EY2145.The horizontal coordinates were established by classical geodetic methods EY2145.and adjusted by the National Geodetic Survey in July 1986. EY2145 EY2145.The orthometric height was scaled from a topographic map. EY2145 EY2145.The Laplace correction was computed from DEFLEC99 derived deflections. EY2145 EY2145.The geoid height was determined by GEOID03. EY2145 EY2145; North East Units Scale Factor Converg. EY2145;SPC NC - 196,962.928 790,189.575 MT 0.99988265 +1 08 56.9 EY2145;SPC NC - 646,202.54 2,592,480.30 sFT 0.99988265 +1 08 56.9 EY2145;UTM 18 - 3,931,372.474 317,806.252 MT 1.00000908 -1 10 02.0 EY2145 EY2145! - Elev Factor x Scale Factor = Combined Factor EY2145!SPC NC - 1.00000582 x 0.99988265 = 0.99988847 EY2145!UTM 18 - 1.00000582 x 1.00000908 = 1.00001490 EY2145 EY2145: Primary Azimuth Mark Grid Az EY2145:SPC NC - ENGINEER 264 07 55.4 EY2145:UTM 18 - ENGINEER 266 26 54.3 EY2145 EY2145|---------------------------------------------------------------------| EY2145| PID Reference Object Distance Geod. Az | EY2145| dddmmss.s | EY2145| EY2199 PAVILLION RM 33.244 METERS 03216 | EY2145| EY2135 MC WILLIAMS PT SHOAL LT NEW APPROX. 1.0 KM 2612408.0 | EY2145| EY2113 ENGINEER APPROX. 1.5 KM 2651652.3 | EY2145|---------------------------------------------------------------------| EY2145 EY2145 SUPERSEDED SURVEY CONTROL EY2145 EY2145 NAD 27 - 35 30 32.62700(N) 077 00 33.57200(W) AD( ) 3 EY2145 EY2145.Superseded values are not recommended for survey control. EY2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2145.See file dsdata.txt to determine how the superseded data were derived. EY2145 EY2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1780631372(NAD 83) EY2145_MARKER: DS = TRIANGULATION STATION DISK EY2145_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY2145_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2145_MARK LOGO: CGS EY2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2145 EY2145 HISTORY - Date Condition Report By EY2145 HISTORY - 1914 MONUMENTED CGS EY2145 HISTORY - 1933 MARK NOT FOUND CGS EY2145 EY2145 STATION DESCRIPTION EY2145 EY2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2145'STATION IS ON THE N SIDE OF PAMLICO RIVER, ON A PROMINENT EY2145'POINT OPPOSITE FORK POINT, ON SANDY GRASS-COVERED GROUND ON EY2145'THE S SIDE OF THE POINT. EY2145' EY2145'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN EY2145'CONCRETE IN THE TOPS OF TILES. EY2145' EY2145'THE REFERENCE MARK IS 33.24 METERS (109.1 FEET) FROM THE EY2145'STATION N 32 DEG 16 MIN E. EY2145 EY2145 STATION RECOVERY (1933) EY2145 EY2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2145'OLD STATION HAS BEEN LOST FROM SHORE EROSION. OLD REFERENCE EY2145'MARK STILL IN PLACE IN GOOD CONDITION. A NEW STATION LION HAS EY2145'BEEN ESTABLISHED IN SAME LOCATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3533 *********************************************************************** EY3533 DESIGNATION - PECAN EY3533 PID - EY3533 EY3533 STATE/COUNTY- NC/BEAUFORT EY3533 USGS QUAD - SOUTH CREEK (1993) EY3533 EY3533 *CURRENT SURVEY CONTROL EY3533 ___________________________________________________________________ EY3533* NAD 83(1986)- 35 18 55.70510(N) 076 43 34.06847(W) ADJUSTED EY3533* NAVD 88 - 3.4 (meters) 11. (feet) VERTCON EY3533 ___________________________________________________________________ EY3533 LAPLACE CORR- -0.73 (seconds) DEFLEC99 EY3533 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3533 EY3533 HORZ ORDER - SECOND EY3533 EY3533.The North Carolina HARNS have been completed but, EY3533.due to contractual restrictions, coordinates for these stations EY3533.will NOT be published in the near future. In the interim, the EY3533.published coordinates in North Carolina will not be EY3533.consistent with the Continuously Operating Reference Stations EY3533.(CORS). The HARN coordinates for these stations are available EY3533.upon request. Contact Gary Thompson(919-733-3836). EY3533. EY3533.In addition, the published North Carolina positions EY3533.(NAD 83 (1986)) are NOT consistent with those determined in EY3533.adjacent state readjustments. The discontinuity between stations EY3533.located in North Carolina and those in adjacent states EY3533.which have been adjusted to the HARN may be as much as 5 EY3533.decimeters. This will result in a significant loss of accuracy EY3533.over lines crossing such state borders. EY3533 EY3533 EY3533.The horizontal coordinates were established by classical geodetic methods EY3533.and adjusted by the National Geodetic Survey in July 1986. EY3533 EY3533.The NAVD 88 height was computed by applying the VERTCON shift value to EY3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3533 EY3533.The Laplace correction was computed from DEFLEC99 derived deflections. EY3533 EY3533.The geoid height was determined by GEOID03. EY3533 EY3533; North East Units Scale Factor Converg. EY3533;SPC NC - 176,025.815 816,334.505 MT 0.99987321 +1 18 44.7 EY3533;SPC NC - 577,511.36 2,678,257.46 sFT 0.99987321 +1 18 44.7 EY3533;UTM 18 - 3,909,395.413 343,086.754 MT 0.99990344 -0 59 52.9 EY3533 EY3533! - Elev Factor x Scale Factor = Combined Factor EY3533!SPC NC - 1.00000531 x 0.99987321 = 0.99987852 EY3533!UTM 18 - 1.00000531 x 0.99990344 = 0.99990875 EY3533 EY3533: Primary Azimuth Mark Grid Az EY3533:SPC NC - PIT 108 43 29.0 EY3533:UTM 18 - PIT 111 02 06.6 EY3533 EY3533|---------------------------------------------------------------------| EY3533| PID Reference Object Distance Geod. Az | EY3533| dddmmss.s | EY3533| EY3535 PIT APPROX. 0.5 KM 1100213.7 | EY3533|---------------------------------------------------------------------| EY3533 EY3533 SUPERSEDED SURVEY CONTROL EY3533 EY3533 NAD 27 - 35 18 55.08996(N) 076 43 35.33071(W) AD( ) 2 EY3533 NGVD 29 (04/29/98) 3.8 (m) 12. (f) VERT ANG EY3533 EY3533.Superseded values are not recommended for survey control. EY3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3533.See file dsdata.txt to determine how the superseded data were derived. EY3533 EY3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4308709395(NAD 83) EY3533_MARKER: DE = TRAVERSE STATION DISK EY3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3533_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3533_STAMPING: PECAN 1966 EY3533_MARK LOGO: NCGS EY3533_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3533+STABILITY: SURFACE MOTION EY3533 EY3533 HISTORY - Date Condition Report By EY3533 HISTORY - 1966 MONUMENTED NCGS EY3533 HISTORY - 19830101 GOOD NCGS EY3533 EY3533 STATION DESCRIPTION EY3533 EY3533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3533'PECAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3533'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3533' EY3533'PECAN IS 3.6 MILES NE OF AURORA. LOCATED 1.3 MILES NE ALONG EY3533'SR 1912 FROM SR 1914 AT GODLEY STORE. 0.3 MILES W ALONG SR EY3533'1912 FROM SR 1913 AND ON S SHOULDER OF SR 1912. EY3533' EY3533'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3533'PECAN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3533'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EY3533' EY3533'MARK IS EY3533' EY3533'13.5 FT S OF C/L OF SR 1912 EY3533' EY3533'4.6 FT S OF YELLOW ARROW PAINTED ON SR 1912 EY3533' EY3533'168.3 FT SE OF PP WITH ALUMINUM REF. TAG EY3533' EY3533'7.0 FT N OF C/L OF ROAD DITCH EY3533' EY3533'120.5 FT W OF 10 INCH PECAN WITH ALUMINUM REF. TAG EY3533' EY3533'139.0 FT NW OF 24 INCH PECAN WITH ALUMINUM REF. TAG EY3533' EY3533'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3533 EY3533 STATION RECOVERY (1983) EY3533 EY3533'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3533'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCES TO THE YELLOW EY3533'ARROW, THE 20-INCH PECAN, AND THE 10-INCH PECAN. MARK IS LOCATED 4.6 M EY3533'(15.1 FT) WEST-SOUTHWEST OF THE CENTERLINE INTERSECTION OF THE ROAD EY3533'AND THE PROLONGED CENTER OF A NORTH-SOUTH FIELD PATH, AND 67 M (219.8 EY3533'FT) NORTH-NORTHWEST OF A 20-INCH PECAN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9099 *********************************************************************** AF9099 DESIGNATION - PEDAL AF9099 PID - AF9099 AF9099 STATE/COUNTY- NC/BEAUFORT AF9099 USGS QUAD - BELHAVEN (1974) AF9099 AF9099 *CURRENT SURVEY CONTROL AF9099 ___________________________________________________________________ AF9099* NAD 83(1986)- 35 33 24.64399(N) 076 32 39.05408(W) ADJUSTED AF9099* NAVD 88 - 2.1 (meters) 7. (feet) VERT ANG AF9099 ___________________________________________________________________ AF9099 LAPLACE CORR- -3.26 (seconds) DEFLEC99 AF9099 GEOID HEIGHT- -37.28 (meters) GEOID03 AF9099 AF9099 HORZ ORDER - SECOND AF9099 AF9099.The North Carolina HARNS have been completed but, AF9099.due to contractual restrictions, coordinates for these stations AF9099.will NOT be published in the near future. In the interim, the AF9099.published coordinates in North Carolina will not be AF9099.consistent with the Continuously Operating Reference Stations AF9099.(CORS). The HARN coordinates for these stations are available AF9099.upon request. Contact Gary Thompson(919-733-3836). AF9099. AF9099.In addition, the published North Carolina positions AF9099.(NAD 83 (1986)) are NOT consistent with those determined in AF9099.adjacent state readjustments. The discontinuity between stations AF9099.located in North Carolina and those in adjacent states AF9099.which have been adjusted to the HARN may be as much as 5 AF9099.decimeters. This will result in a significant loss of accuracy AF9099.over lines crossing such state borders. AF9099 AF9099 AF9099.The horizontal coordinates were established by classical geodetic methods AF9099.and adjusted by the National Geodetic Survey in July 1998. AF9099 AF9099.The orthometric height was determined by vertical angle observations. AF9099 AF9099.The Laplace correction was computed from DEFLEC99 derived deflections. AF9099 AF9099.The geoid height was determined by GEOID03. AF9099 AF9099; North East Units Scale Factor Converg. AF9099;SPC NC - 203,188.310 832,211.098 MT 0.99988672 +1 25 02.7 AF9099;SPC NC - 666,626.98 2,730,345.91 sFT 0.99988672 +1 25 02.7 AF9099;UTM 18 - 3,935,894.817 360,046.581 MT 0.99984137 -0 53 53.2 AF9099 AF9099! - Elev Factor x Scale Factor = Combined Factor AF9099!SPC NC - 1.00000552 x 0.99988672 = 0.99989223 AF9099!UTM 18 - 1.00000552 x 0.99984137 = 0.99984688 AF9099 AF9099 SUPERSEDED SURVEY CONTROL AF9099 AF9099.No superseded survey control is available for this station. AF9099 AF9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6004735895(NAD 83) AF9099_MARKER: DE = TRAVERSE STATION DISK AF9099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9099_STAMPING: PEDAL 1982 AF9099_MARK LOGO: NCGS AF9099_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9099+STABILITY: SURFACE MOTION AF9099 AF9099 HISTORY - Date Condition Report By AF9099 HISTORY - 1982 MONUMENTED NCGS AF9099 AF9099 STATION DESCRIPTION AF9099 AF9099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9099'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) EAST-NORTHEAST OF BELHAVEN AF9099'AND 11.3 KM (7.00 MI) NORTHWEST OF SCRANTON. ALONG US 264 FOR 4.4 KM AF9099'(2.75 MI) WEST FROM THE COUNTY LINE (AT LEECHVILLE), AT SR 1710. MARK AF9099'IS RECESSED 4 INCHES BELOW GROUND. LOCATED 32.6 M (107.0 FT) SOUTH OF AF9099'THE CENTERLINE OF US 264, 8.1 M (26.6 FT) WEST OF THE CENTER OF SR AF9099'1710, 25.4 M (83.3 FT) SOUTHWEST OF A TELEPHONE PEDESTAL (264ER1175), AF9099'24.6 M (80.7 FT) SOUTHEAST OF A TELEPHONE PEDESTAL (264ER1165)--AND AF9099'35.4 M (116.1 FT) SOUTHEAST OF A 24-INCH PINE, 16.2 M (53.1 FT) AF9099'NORTHWEST OF A 10-INCH GUM--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2146 *********************************************************************** EY2146 DESIGNATION - PEPSI EY2146 PID - EY2146 EY2146 STATE/COUNTY- NC/BEAUFORT EY2146 USGS QUAD - WASHINGTON (1983) EY2146 EY2146 *CURRENT SURVEY CONTROL EY2146 ___________________________________________________________________ EY2146* NAD 83(1986)- 35 35 47.51325(N) 077 04 05.14126(W) ADJUSTED EY2146* NAVD 88 - 10.5 (meters) 34. (feet) VERTCON EY2146 ___________________________________________________________________ EY2146 LAPLACE CORR- -2.70 (seconds) DEFLEC99 EY2146 GEOID HEIGHT- -36.51 (meters) GEOID03 EY2146 EY2146 HORZ ORDER - SECOND EY2146 EY2146.The North Carolina HARNS have been completed but, EY2146.due to contractual restrictions, coordinates for these stations EY2146.will NOT be published in the near future. In the interim, the EY2146.published coordinates in North Carolina will not be EY2146.consistent with the Continuously Operating Reference Stations EY2146.(CORS). The HARN coordinates for these stations are available EY2146.upon request. Contact Gary Thompson(919-733-3836). EY2146. EY2146.In addition, the published North Carolina positions EY2146.(NAD 83 (1986)) are NOT consistent with those determined in EY2146.adjacent state readjustments. The discontinuity between stations EY2146.located in North Carolina and those in adjacent states EY2146.which have been adjusted to the HARN may be as much as 5 EY2146.decimeters. This will result in a significant loss of accuracy EY2146.over lines crossing such state borders. EY2146 EY2146 EY2146.The horizontal coordinates were established by classical geodetic methods EY2146.and adjusted by the National Geodetic Survey in July 1986. EY2146 EY2146.The NAVD 88 height was computed by applying the VERTCON shift value to EY2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2146 EY2146.The Laplace correction was computed from DEFLEC99 derived deflections. EY2146 EY2146.The geoid height was determined by GEOID03. EY2146 EY2146; North East Units Scale Factor Converg. EY2146;SPC NC - 206,540.625 784,641.652 MT 0.99989064 +1 06 54.1 EY2146;SPC NC - 677,625.37 2,574,278.49 sFT 0.99989064 +1 06 54.1 EY2146;UTM 18 - 3,941,168.017 312,649.510 MT 1.00003255 -1 12 14.9 EY2146 EY2146! - Elev Factor x Scale Factor = Combined Factor EY2146!SPC NC - 1.00000409 x 0.99989064 = 0.99989473 EY2146!UTM 18 - 1.00000409 x 1.00003255 = 1.00003664 EY2146 EY2146: Primary Azimuth Mark Grid Az EY2146:SPC NC - ARNOLD 175 22 59.0 EY2146:UTM 18 - ARNOLD 177 42 08.0 EY2146 EY2146|---------------------------------------------------------------------| EY2146| PID Reference Object Distance Geod. Az | EY2146| dddmmss.s | EY2146| EY2151 RODGERS 476.433 METERS 0142931.0 | EY2146| EY2094 ARNOLD APPROX. 1.9 KM 1762953.1 | EY2146|---------------------------------------------------------------------| EY2146 EY2146 SUPERSEDED SURVEY CONTROL EY2146 EY2146 NAD 27 - 35 35 46.92723(N) 077 04 06.30662(W) AD( ) 2 EY2146 NGVD 29 (07/19/86) 10.8 (m) 35. (f) VERT ANG EY2146 EY2146.Superseded values are not recommended for survey control. EY2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2146.See file dsdata.txt to determine how the superseded data were derived. EY2146 EY2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1265041168(NAD 83) EY2146_MARKER: DE = TRAVERSE STATION DISK EY2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2146_MARK LOGO: NCGS EY2146_MAGNETIC: N = NO MAGNETIC MATERIAL EY2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2146+STABILITY: SURFACE MOTION EY2146 EY2146 HISTORY - Date Condition Report By EY2146 HISTORY - 1965 MONUMENTED NCGS EY2146 HISTORY - 19830101 SEE DESCRIPTION NCGS EY2146 HISTORY - 19890729 GOOD USPSQD EY2146 EY2146 STATION DESCRIPTION EY2146 EY2146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2146'PEPSI IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2146'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2146' EY2146'PEPSI IS 3.6 MILES N OF WASHINGTON. LOCATED 3.85 MILES N ALONG EY2146'U.S. 17 FROM N END OF PAMLICO RIVER BRIDGE. 0.7 MILES N OF SR EY2146'1001 AND U.S. 17. 0.9 MILES S OF SR 1413 AND U.S. 17. IN EY2146'FIELD 3 FT E OF POWER POLE ABOUT 100 FT W OF U.S. 17. AND 0.1 EY2146'MILE S OF A LARGE TWO STORY WHITE HOUSE ON W SIDE OF U.S. 17. EY2146' EY2146'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2146'PEPSI 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2146'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2146' EY2146'MARK IS EY2146' EY2146'62.6 FT W OF YELLOW ARROW ON U.S. 17 EY2146' EY2146'1.7 FT E OF PP WITH ALUMINUM REF. TAG EY2146' EY2146'63.5 FT W OF YELLOW ARROW ON U.S. 17 EY2146' EY2146'64.4 FT NW OF YELLOW ARROW ON U.S. 17 EY2146' EY2146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2146 EY2146 STATION RECOVERY (1983) EY2146 EY2146'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2146'STATION PROJECTS 10 INCHES AND HAS BEEN HIT, BUT APPEARS TO BE EY2146'STRAIGHT AND SOLID IN THE GROUND. THE MARK IS NOW IN THE LAWN OF THE EY2146'W. C. WHEELER RESIDENCE. LOCATED 75.8 FT (23.1 M) WEST-NORTHWEST OF EY2146'THE CENTERLINE OF US 17, 73.4 FT (22.4 M) SOUTHWEST OF THE SOUTHEAST EY2146'CORNER OF A 1 STORY BRICK HOUSE, 49.4 FT (15.1 M) SOUTH OF THE EY2146'CENTERLINE OF A CONCRETE DRIVEWAY, AND 2.4 FT (0.7 M) NORTH OF A EY2146'12-INCH PINE. EY2146 EY2146 STATION RECOVERY (1989) EY2146 EY2146'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2146'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5881 *********************************************************************** AE5881 DESIGNATION - PETE AE5881 PID - AE5881 AE5881 STATE/COUNTY- NC/BEAUFORT AE5881 USGS QUAD - HACKNEY (1983) AE5881 AE5881 *CURRENT SURVEY CONTROL AE5881 ___________________________________________________________________ AE5881* NAD 83(1986)- 35 29 15.82667(N) 077 04 22.00215(W) ADJUSTED AE5881* NAVD 88 - 9.443 (meters) 30.98 (feet) ADJUSTED AE5881 ___________________________________________________________________ AE5881 LAPLACE CORR- -2.04 (seconds) DEFLEC99 AE5881 GEOID HEIGHT- -36.68 (meters) GEOID03 AE5881 DYNAMIC HT - 9.434 (meters) 30.95 (feet) COMP AE5881 MODELED GRAV- 979,751.2 (mgal) NAVD 88 AE5881 AE5881 HORZ ORDER - SECOND AE5881 VERT ORDER - SECOND CLASS II AE5881 AE5881.The North Carolina HARNS have been completed but, AE5881.due to contractual restrictions, coordinates for these stations AE5881.will NOT be published in the near future. In the interim, the AE5881.published coordinates in North Carolina will not be AE5881.consistent with the Continuously Operating Reference Stations AE5881.(CORS). The HARN coordinates for these stations are available AE5881.upon request. Contact Gary Thompson(919-733-3836). AE5881. AE5881.In addition, the published North Carolina positions AE5881.(NAD 83 (1986)) are NOT consistent with those determined in AE5881.adjacent state readjustments. The discontinuity between stations AE5881.located in North Carolina and those in adjacent states AE5881.which have been adjusted to the HARN may be as much as 5 AE5881.decimeters. This will result in a significant loss of accuracy AE5881.over lines crossing such state borders. AE5881 AE5881 AE5881.The horizontal coordinates were established by classical geodetic methods AE5881.and adjusted by the National Geodetic Survey in April 1998. AE5881 AE5881.The orthometric height was determined by differential leveling AE5881.and adjusted by the National Geodetic Survey in June 1998. AE5881 AE5881.The Laplace correction was computed from DEFLEC99 derived deflections. AE5881 AE5881.The geoid height was determined by GEOID03. AE5881 AE5881.The dynamic height is computed by dividing the NAVD 88 AE5881.geopotential number by the normal gravity value computed on the AE5881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5881.degrees latitude (g = 980.6199 gals.). AE5881 AE5881.The modeled gravity was interpolated from observed gravity values. AE5881 AE5881; North East Units Scale Factor Converg. AE5881;SPC NC - 194,464.412 784,451.665 MT 0.99988104 +1 06 44.4 AE5881;SPC NC - 638,005.33 2,573,655.17 sFT 0.99988104 +1 06 44.4 AE5881;UTM 18 - 3,929,107.572 311,971.235 MT 1.00003570 -1 12 13.2 AE5881 AE5881! - Elev Factor x Scale Factor = Combined Factor AE5881!SPC NC - 1.00000428 x 0.99988104 = 0.99988531 AE5881!UTM 18 - 1.00000428 x 1.00003570 = 1.00003998 AE5881 AE5881 SUPERSEDED SURVEY CONTROL AE5881 AE5881 NGVD 29 (04/29/98) 9.77 (m) 32.1 (f) LEVELING 3 AE5881 AE5881.Superseded values are not recommended for survey control. AE5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5881.See file dsdata.txt to determine how the superseded data were derived. AE5881 AE5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1197129108(NAD 83) AE5881_MARKER: DH = HORIZONTAL CONTROL DISK AE5881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5881_STAMPING: PETE 1983 AE5881_MARK LOGO: NCGS AE5881_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5881+STABILITY: SURFACE MOTION AE5881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5881+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5881 AE5881 HISTORY - Date Condition Report By AE5881 HISTORY - 1983 MONUMENTED NCGS AE5881 HISTORY - 19900514 GOOD NCGS AE5881 HISTORY - 20040327 GOOD USPSQD AE5881 AE5881 STATION DESCRIPTION AE5881 AE5881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5881'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF CHOCOWINITY AND AE5881'17.2 KM (10.70 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 4.0 AE5881'KM (2.50 MI) SOUTHEAST FROM US 17, OR 0.2 KM (0.10 MI) SOUTHEAST OF SR AE5881'1125. MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 5.8 M (19.0 FT) AE5881'EAST OF THE CENTERLINE OF THE HIGHWAY, 21.8 M (71.5 FT) NORTH OF THE AE5881'NORTH END OF A DRIVEWAY CULVERT WITH A HEADWALL, 19.3 M (63.3 FT) AE5881'SOUTHEAST OF THE SOUTH END OF A DRIVEWAY CULVERT, 21.2 M (69.6 FT) AE5881'NORTHEAST OF THE NORTH END OF A DRIVEWAY CULVERT--AND 5.2 M (17.1 FT) AE5881'NORTHWEST OF A POWER POLE 54, 17.6 M (57.7 FT) EAST OF A POWER POLE AE5881'62--BOTH WITH REFERENCE TAGS. AE5881 AE5881 STATION RECOVERY (1990) AE5881 AE5881'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5881'RECOVERED AS DESCRIBED. NUMBER 54 IS NO LONGER ON THE POWER POLE AND AE5881'5.37 M (17.62 FT) WAS THE DISTANCE READ TO IT. AE5881 AE5881 STATION RECOVERY (2004) AE5881 AE5881'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5881'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5776 *********************************************************************** EY5776 DESIGNATION - PICNIC EY5776 PID - EY5776 EY5776 STATE/COUNTY- NC/BEAUFORT EY5776 USGS QUAD - WASHINGTON (1983) EY5776 EY5776 *CURRENT SURVEY CONTROL EY5776 ___________________________________________________________________ EY5776* NAD 83(1986)- 35 37 02.76812(N) 077 03 49.85359(W) ADJUSTED EY5776* NAVD 88 - 13.65 (+/-2cm) 44.8 (feet) VERTCON EY5776 ___________________________________________________________________ EY5776 LAPLACE CORR- -2.91 (seconds) DEFLEC99 EY5776 GEOID HEIGHT- -36.47 (meters) GEOID03 EY5776 EY5776 HORZ ORDER - SECOND EY5776 VERT ORDER - THIRD ? (See Below) EY5776 EY5776.The North Carolina HARNS have been completed but, EY5776.due to contractual restrictions, coordinates for these stations EY5776.will NOT be published in the near future. In the interim, the EY5776.published coordinates in North Carolina will not be EY5776.consistent with the Continuously Operating Reference Stations EY5776.(CORS). The HARN coordinates for these stations are available EY5776.upon request. Contact Gary Thompson(919-733-3836). EY5776. EY5776.In addition, the published North Carolina positions EY5776.(NAD 83 (1986)) are NOT consistent with those determined in EY5776.adjacent state readjustments. The discontinuity between stations EY5776.located in North Carolina and those in adjacent states EY5776.which have been adjusted to the HARN may be as much as 5 EY5776.decimeters. This will result in a significant loss of accuracy EY5776.over lines crossing such state borders. EY5776 EY5776 EY5776.The horizontal coordinates were established by classical geodetic methods EY5776.and adjusted by the National Geodetic Survey in January 1991. EY5776 EY5776.The NAVD 88 height was computed by applying the VERTCON shift value to EY5776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5776.The vertical order pertains to the NGVD 29 superseded value. EY5776 EY5776.The Laplace correction was computed from DEFLEC99 derived deflections. EY5776 EY5776.The geoid height was determined by GEOID03. EY5776 EY5776; North East Units Scale Factor Converg. EY5776;SPC NC - 208,866.779 784,981.136 MT 0.99989290 +1 07 03.0 EY5776;SPC NC - 685,257.09 2,575,392.28 sFT 0.99989290 +1 07 03.0 EY5776;UTM 18 - 3,943,478.848 313,082.919 MT 1.00003055 -1 12 08.2 EY5776 EY5776! - Elev Factor x Scale Factor = Combined Factor EY5776!SPC NC - 1.00000358 x 0.99989290 = 0.99989648 EY5776!UTM 18 - 1.00000358 x 1.00003055 = 1.00003413 EY5776 EY5776 SUPERSEDED SURVEY CONTROL EY5776 EY5776 NGVD 29 (01/18/91) 13.99 (m) 45.9 (f) LEVELING 3 EY5776 EY5776.Superseded values are not recommended for survey control. EY5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5776.See file dsdata.txt to determine how the superseded data were derived. EY5776 EY5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1308343479(NAD 83) EY5776_MARKER: DE = TRAVERSE STATION DISK EY5776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5776_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5776_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5776+STABILITY: SURFACE MOTION EY5776 EY5776 HISTORY - Date Condition Report By EY5776 HISTORY - 1980 MONUMENTED NCGS EY5776 HISTORY - 19890729 GOOD USPSQD EY5776 HISTORY - 19980207 MARK NOT FOUND USPSQD EY5776 HISTORY - 20040625 MARK NOT FOUND USPSQD EY5776 EY5776 STATION DESCRIPTION EY5776 EY5776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5776'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES NORTH OF WASHINGTON AND EY5776'1.2 MILES SOUTH OF MINEOLA. EY5776' EY5776'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5776'MINEOLA, NORTH OF WASHINGTON, PROCEED SOUTH ALONG US 17 FOR 1.2 MILES EY5776'TO STATION ON THE RIGHT AT A PICNIC AREA AND DIRECTLY BETWEEN PICNIC EY5776'TABLE AND DITCH AND 0.6 MILE NORTH OF SR 1413. EY5776' EY5776'STATION MARK IS A STANDARD DISK STAMPED---PICNIC 1980---SET IN THE EY5776'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND EY5776'SURFACE. THE MARK IS 36.3 FEET WEST-NORTHWEST OF THE CENTERLINE OF EY5776'US 17, 10.6 FEET EAST-SOUTHEAST OF NORTHEAST CONCRETE LEG BASE OF EY5776'TABLE AND 10.5 FEET EAST OF SOUTHEAST LEG, 16.8 FEET NORTHEAST OF 24 EY5776'INCH PINE WITH REFERENCE TAG, 17.3 FEET SOUTH-SOUTHEAST OF 24 INCH EY5776'PINE WITH REFERENCE TAG AND 75.0 FEET NORTH-NORTHEAST OF NORTH END OF EY5776'CULVERT UNDER SOUTH DRIVEWAY. EY5776 EY5776 STATION RECOVERY (1989) EY5776 EY5776'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5776'RECOVERED IN GOOD CONDITION. EY5776 EY5776 STATION RECOVERY (1998) EY5776 EY5776'RECOVERY NOTE BY US POWER SQUADRON 1998 EY5776'MARK NOT FOUND. EY5776 EY5776 STATION RECOVERY (2004) EY5776 EY5776'RECOVERY NOTE BY US POWER SQUADRON 2004 EY5776'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5929 *********************************************************************** AE5929 DESIGNATION - PIGMY AE5929 PID - AE5929 AE5929 STATE/COUNTY- NC/BEAUFORT AE5929 USGS QUAD - SOUTH CREEK (1993) AE5929 AE5929 *CURRENT SURVEY CONTROL AE5929 ___________________________________________________________________ AE5929* NAD 83(1986)- 35 16 18.25214(N) 076 39 32.09376(W) ADJUSTED AE5929* NAVD 88 - 0.831 (meters) 2.73 (feet) ADJUSTED AE5929 ___________________________________________________________________ AE5929 LAPLACE CORR- -0.46 (seconds) DEFLEC99 AE5929 GEOID HEIGHT- -37.32 (meters) GEOID03 AE5929 DYNAMIC HT - 0.831 (meters) 2.73 (feet) COMP AE5929 MODELED GRAV- 979,755.4 (mgal) NAVD 88 AE5929 AE5929 HORZ ORDER - SECOND AE5929 VERT ORDER - SECOND CLASS II AE5929 AE5929.The North Carolina HARNS have been completed but, AE5929.due to contractual restrictions, coordinates for these stations AE5929.will NOT be published in the near future. In the interim, the AE5929.published coordinates in North Carolina will not be AE5929.consistent with the Continuously Operating Reference Stations AE5929.(CORS). The HARN coordinates for these stations are available AE5929.upon request. Contact Gary Thompson(919-733-3836). AE5929. AE5929.In addition, the published North Carolina positions AE5929.(NAD 83 (1986)) are NOT consistent with those determined in AE5929.adjacent state readjustments. The discontinuity between stations AE5929.located in North Carolina and those in adjacent states AE5929.which have been adjusted to the HARN may be as much as 5 AE5929.decimeters. This will result in a significant loss of accuracy AE5929.over lines crossing such state borders. AE5929 AE5929 AE5929.The horizontal coordinates were established by classical geodetic methods AE5929.and adjusted by the National Geodetic Survey in April 1998. AE5929 AE5929.The orthometric height was determined by differential leveling AE5929.and adjusted by the National Geodetic Survey in June 1998. AE5929 AE5929.The Laplace correction was computed from DEFLEC99 derived deflections. AE5929 AE5929.The geoid height was determined by GEOID03. AE5929 AE5929.The dynamic height is computed by dividing the NAVD 88 AE5929.geopotential number by the normal gravity value computed on the AE5929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5929.degrees latitude (g = 980.6199 gals.). AE5929 AE5929.The modeled gravity was interpolated from observed gravity values. AE5929 AE5929; North East Units Scale Factor Converg. AE5929;SPC NC - 171,317.391 822,558.798 MT 0.99987265 +1 21 04.3 AE5929;SPC NC - 562,063.81 2,698,678.32 sFT 0.99987265 +1 21 04.3 AE5929;UTM 18 - 3,904,439.855 349,116.335 MT 0.99988057 -0 57 29.3 AE5929 AE5929! - Elev Factor x Scale Factor = Combined Factor AE5929!SPC NC - 1.00000573 x 0.99987265 = 0.99987838 AE5929!UTM 18 - 1.00000573 x 0.99988057 = 0.99988630 AE5929 AE5929 SUPERSEDED SURVEY CONTROL AE5929 AE5929 NGVD 29 (04/29/98) 1.17 (m) 3.8 (f) LEVELING 3 AE5929 AE5929.Superseded values are not recommended for survey control. AE5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5929.See file dsdata.txt to determine how the superseded data were derived. AE5929 AE5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4911604440(NAD 83) AE5929_MARKER: DH = HORIZONTAL CONTROL DISK AE5929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5929_STAMPING: PIGMY 1983 AE5929_MARK LOGO: NCGS AE5929_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5929+STABILITY: SURFACE MOTION AE5929 AE5929 HISTORY - Date Condition Report By AE5929 HISTORY - 1983 MONUMENTED NCGS AE5929 AE5929 STATION DESCRIPTION AE5929 AE5929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5929'STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) WEST-NORTHWEST OF HOBUCKEN, AE5929'AND 12.4 KM (7.70 MI) EAST-SOUTHEAST OF AURORA. ALONG NC 33 FOR 3.1 KM AE5929'(1.90 MI) EAST OF THE CAMPBELLS CREEK BRIDGE, OR 7.4 KM (4.60 MI) AE5929'NORTHWEST OF NC 304, ABOUT 350 YARDS WEST OF A WOODS ROAD. MARK IS AE5929'RECESSED 3 INCHES BELOW GROUND AND IS ABOUT 2 FEET (0.6 M) LOWER THAN AE5929'THE HIGHWAY. LOCATED 7.2 M (23.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE AE5929'OF THE HIGHWAY, 85.8 M (281.5 FT) EAST-SOUTHEAST OF THE SOUTH END OF AE5929'THE EASTMOST HIGHWAY CULVERT, AND 1.8 M (5.9 FT) NORTH-NORTHEAST OF A AE5929'POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3534 *********************************************************************** EY3534 DESIGNATION - PINES EY3534 PID - EY3534 EY3534 STATE/COUNTY- NC/BEAUFORT EY3534 USGS QUAD - SOUTH CREEK (1993) EY3534 EY3534 *CURRENT SURVEY CONTROL EY3534 ___________________________________________________________________ EY3534* NAD 83(1986)- 35 21 04.48755(N) 076 44 14.30850(W) ADJUSTED EY3534* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3534 ___________________________________________________________________ EY3534 LAPLACE CORR- -0.91 (seconds) DEFLEC99 EY3534 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3534 EY3534 HORZ ORDER - THIRD EY3534 EY3534.The North Carolina HARNS have been completed but, EY3534.due to contractual restrictions, coordinates for these stations EY3534.will NOT be published in the near future. In the interim, the EY3534.published coordinates in North Carolina will not be EY3534.consistent with the Continuously Operating Reference Stations EY3534.(CORS). The HARN coordinates for these stations are available EY3534.upon request. Contact Gary Thompson(919-733-3836). EY3534. EY3534.In addition, the published North Carolina positions EY3534.(NAD 83 (1986)) are NOT consistent with those determined in EY3534.adjacent state readjustments. The discontinuity between stations EY3534.located in North Carolina and those in adjacent states EY3534.which have been adjusted to the HARN may be as much as 5 EY3534.decimeters. This will result in a significant loss of accuracy EY3534.over lines crossing such state borders. EY3534 EY3534 EY3534.The horizontal coordinates were established by classical geodetic methods EY3534.and adjusted by the National Geodetic Survey in July 1986. EY3534 EY3534.The orthometric height was scaled from a topographic map. EY3534 EY3534.The Laplace correction was computed from DEFLEC99 derived deflections. EY3534 EY3534.The geoid height was determined by GEOID03. EY3534 EY3534; North East Units Scale Factor Converg. EY3534;SPC NC - 179,969.947 815,227.987 MT 0.99987409 +1 18 21.5 EY3534;SPC NC - 590,451.40 2,674,627.15 sFT 0.99987409 +1 18 21.5 EY3534;UTM 18 - 3,913,381.080 342,140.141 MT 0.99990711 -1 00 19.4 EY3534 EY3534! - Elev Factor x Scale Factor = Combined Factor EY3534!SPC NC - 1.00000574 x 0.99987409 = 0.99987983 EY3534!UTM 18 - 1.00000574 x 0.99990711 = 0.99991285 EY3534 EY3534: Primary Azimuth Mark Grid Az EY3534:SPC NC - INDIAN SLUE BEACON 077 58 32.4 EY3534:UTM 18 - INDIAN SLUE BEACON 080 17 13.3 EY3534 EY3534|---------------------------------------------------------------------| EY3534| PID Reference Object Distance Geod. Az | EY3534| dddmmss.s | EY3534| EY3548 INDIAN SLUE BEACON APPROX. 5.6 KM 0791653.9 | EY3534| EY5335 PINES RM 19.078 METERS 32619 | EY3534|---------------------------------------------------------------------| EY3534 EY3534 SUPERSEDED SURVEY CONTROL EY3534 EY3534 NAD 27 - 35 21 03.88600(N) 076 44 15.56200(W) AD( ) 3 EY3534 EY3534.Superseded values are not recommended for survey control. EY3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3534.See file dsdata.txt to determine how the superseded data were derived. EY3534 EY3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4214013381(NAD 83) EY3534_MARKER: DS = TRIANGULATION STATION DISK EY3534_SETTING: 0 = UNSPECIFIED SETTING EY3534 EY3534 HISTORY - Date Condition Report By EY3534 HISTORY - 1935 MONUMENTED CGS EY3534 HISTORY - 1948 GOOD CGS EY3534 EY3534 STATION DESCRIPTION EY3534 EY3534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3534'THIS STATION IS ON THE NORTHERN SIDE OF SOUTH CREEK APPROXIMATELY EY3534'3-1/2 MILES FROM INDIAN SLUE BEACON ON A PROMINENT POINT. POINT EY3534'CAN BE LOCATED BY TWIN PINES. 20 INCHES IN DIAMETER AND GROWN EY3534'TOGETHER AT THE BUTT. STATION IS IN FAST LAND 3 FEET ABOVE EY3534'WATER LINE, ON PROPERTY OF S.P. WILLIS, 1/4 MILE S FROM PILING ON EY3534'MIDGETT PROPERTY. FROM THE STATION, SHORE LINE IS 10 METERS S, EY3534'40 METERS E AND TREE LINE IS 12 METERS W. EY3534' EY3534'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3534'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3534' EY3534'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3534'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3534 EY3534 STATION RECOVERY (1948) EY3534 EY3534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3534'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3534'TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND EY3534'TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3534'DESCRIPTION FOLLOWS-- EY3534' EY3534'STATION IS ON N SIDE OF SOUTH CREEK, APPROXIMATELY 3-1/2 EY3534'MILES W FROM INDIAN SLUE LIGHT, 1,312 YARDS E FROM THE CENTER EY3534'OF THE MOUTH OF TOOLEY CREEK, 1/4 MILE S FROM PILING ON ASBY EY3534'PROPERTY, ON A POINT 100 YARDS S OF THE SE CORNER OF A FIELD, EY3534'AND ON PROPERTY BELONGING TO S.P. WILLIS. FROM THE STATION TO EY3534'POINT AND DEAD TWIN PINES IS 5.0 METERS 150 DEG MAG. AZ. TO EY3534'MEAN HIGH-WATER LINE IS 3.1 METERS 225 DEG MAG. AZ. EY3534' EY3534'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE-FILLED EY3534'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. THE DISK IS EY3534'STAMPED PINES 1935. EY3534' EY3534'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN TOP OF A EY3534'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK EY3534'IS STAMPED PINES 1935. EY3534' EY3534'NOTE--THE 1935 DIRECTION FROM LITCHFIELD IS IN ERROR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4031 *********************************************************************** EY4031 DESIGNATION - PINETOWN EY4031 PID - EY4031 EY4031 STATE/COUNTY- NC/BEAUFORT EY4031 USGS QUAD - PINETOWN (1974) EY4031 EY4031 *CURRENT SURVEY CONTROL EY4031 ___________________________________________________________________ EY4031* NAD 83(1986)- 35 36 39.06741(N) 076 51 46.40859(W) ADJUSTED EY4031* NAVD 88 - 13. (meters) 43. (feet) SCALED EY4031 ___________________________________________________________________ EY4031 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4031 GEOID HEIGHT- -36.77 (meters) GEOID03 EY4031 EY4031 HORZ ORDER - SECOND EY4031 EY4031.The North Carolina HARNS have been completed but, EY4031.due to contractual restrictions, coordinates for these stations EY4031.will NOT be published in the near future. In the interim, the EY4031.published coordinates in North Carolina will not be EY4031.consistent with the Continuously Operating Reference Stations EY4031.(CORS). The HARN coordinates for these stations are available EY4031.upon request. Contact Gary Thompson(919-733-3836). EY4031. EY4031.In addition, the published North Carolina positions EY4031.(NAD 83 (1986)) are NOT consistent with those determined in EY4031.adjacent state readjustments. The discontinuity between stations EY4031.located in North Carolina and those in adjacent states EY4031.which have been adjusted to the HARN may be as much as 5 EY4031.decimeters. This will result in a significant loss of accuracy EY4031.over lines crossing such state borders. EY4031 EY4031 EY4031.The horizontal coordinates were established by classical geodetic methods EY4031.and adjusted by the National Geodetic Survey in July 1986. EY4031 EY4031.The orthometric height was scaled from a topographic map. EY4031 EY4031.The Laplace correction was computed from DEFLEC99 derived deflections. EY4031 EY4031.The geoid height was determined by GEOID03. EY4031 EY4031; North East Units Scale Factor Converg. EY4031;SPC NC - 208,510.023 803,197.200 MT 0.99989217 +1 14 00.5 EY4031;SPC NC - 684,086.63 2,635,156.15 sFT 0.99989217 +1 14 00.5 EY4031;UTM 18 - 3,942,385.166 331,271.400 MT 0.99995083 -1 05 05.9 EY4031 EY4031! - Elev Factor x Scale Factor = Combined Factor EY4031!SPC NC - 1.00000378 x 0.99989217 = 0.99989595 EY4031!UTM 18 - 1.00000378 x 0.99995083 = 0.99995461 EY4031 EY4031: Primary Azimuth Mark Grid Az EY4031:SPC NC - PINETOWN AZ MK 174 59 04.3 EY4031:UTM 18 - PINETOWN AZ MK 177 18 10.7 EY4031 EY4031|---------------------------------------------------------------------| EY4031| PID Reference Object Distance Geod. Az | EY4031| dddmmss.s | EY4031| EY0299 PINETOWN RM 1 30.953 METERS 13158 | EY4031| EY5336 PINETOWN AZ MK 1761304.8 | EY4031| EY4030 EVERETT FOREST SERVICE LOT APPROX. 9.6 KM 1782252.7 | EY4031| EY5337 PINETOWN RM 2 46.420 METERS 22100 | EY4031|---------------------------------------------------------------------| EY4031 EY4031 SUPERSEDED SURVEY CONTROL EY4031 EY4031 NAD 27 - 35 36 38.47700(N) 076 51 47.61300(W) AD( ) 2 EY4031 EY4031.Superseded values are not recommended for survey control. EY4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4031.See file dsdata.txt to determine how the superseded data were derived. EY4031 EY4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3127142385(NAD 83) EY4031_MARKER: DS = TRIANGULATION STATION DISK EY4031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4031_STAMPING: PINETOWN 1954 EY4031_MARK LOGO: CGS EY4031_MAGNETIC: N = NO MAGNETIC MATERIAL EY4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4031+STABILITY: SURFACE MOTION EY4031 EY4031 HISTORY - Date Condition Report By EY4031 HISTORY - 1954 MONUMENTED CGS EY4031 HISTORY - 19830317 SEE DESCRIPTION NCGS EY4031 EY4031 STATION DESCRIPTION EY4031 EY4031'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4031'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF WASHINGTON EY4031'AND AT THE NORTHWEST EDGE OF THE SMALL TOWN OF PINETOWN. IT EY4031'IS 80 FEET WEST-SOUTHWEST OF AN OLD BRICK FOUNDATION, 75 FEET EY4031'NORTH OF THE NORTH RAIL OF A RAILROAD SPUR, AND 7 FEET SOUTH OF EY4031'A WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES AND THE DISK EY4031'IS STAMPED PINETOWN 1954. EY4031' EY4031'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE NORTH RAIL OF EY4031'THE RAILROAD. THE MARK PROJECTS 6 INCHES AND THE DISK IS EY4031'STAMPED PINETOWN NO 1 1954. EY4031' EY4031'REFERENCE MARK NO. 2 IS 94 FEET WEST OF THE CENTER OF A DIRT EY4031'DRIVEWAY, 85 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 61 EY4031'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD. THE MARK EY4031'PROJECTS 6 INCHES AND THE DISK IS STAMPED PINETOWN NO 2 1954. EY4031' EY4031'THE AZIMUTH MARK IS 37 FEET NORTH-NORTHEAST OF THE EAST END EY4031'OF A WOODEN CULVERT, 15 FEET NORTH OF THE CENTER OF A DIRT LANE EY4031'TO A HOUSE, 3 FEET NORTH OF A DRAINAGE DITCH AND 1 FOOT WEST EY4031'OF A WHITE WITNESS POST. THE MARK PROJECTS 3 INCHES AND THE EY4031'DISK IS STAMPED PINETOWN 1954. EY4031' EY4031'TO REACH THE STATION FROM THE POST OFFICE IN PINETOWN, GO EY4031'NORTH ON A PAVED ROAD FOR 0.1 MILE TO A DIRT SIDE ROAD LEFT, EY4031'TURN LEFT AND GO 0.1 MILE TO A DRIVEWAY ON THE RIGHT, TURN EY4031'RIGHT AND GO 0.05 MILE ACROSS THE RAILROAD TRACKS TO THE STATION. EY4031' EY4031'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN PINETOWN, EY4031'GO SOUTH ON A PAVED ROAD FOR 0.2 MILE TO A DIRT LANE TO THE EY4031'RIGHT, TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE AZIMUTH EY4031'MARK ON THE RIGHT. EY4031' EY4031'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY4031 EY4031 STATION RECOVERY (1983) EY4031 EY4031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4031'STATION POST WAS FOUND KNOCKED OVER WITH THE UNDERGROUND MARK ALSO EY4031'DISTURBED. BOTH DISKS WERE MISSING. NO SEARCH WAS MADE FOR THE EY4031'REFERENCE MARKS AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3535 *********************************************************************** EY3535 DESIGNATION - PIT EY3535 PID - EY3535 EY3535 STATE/COUNTY- NC/BEAUFORT EY3535 USGS QUAD - SOUTH CREEK (1993) EY3535 EY3535 *CURRENT SURVEY CONTROL EY3535 ___________________________________________________________________ EY3535* NAD 83(1986)- 35 18 49.87837(N) 076 43 14.57820(W) ADJUSTED EY3535* NAVD 88 - 3. (meters) 10. (feet) VERTCON EY3535 ___________________________________________________________________ EY3535 LAPLACE CORR- -0.69 (seconds) DEFLEC99 EY3535 GEOID HEIGHT- -37.27 (meters) GEOID03 EY3535 EY3535 HORZ ORDER - SECOND EY3535 EY3535.The North Carolina HARNS have been completed but, EY3535.due to contractual restrictions, coordinates for these stations EY3535.will NOT be published in the near future. In the interim, the EY3535.published coordinates in North Carolina will not be EY3535.consistent with the Continuously Operating Reference Stations EY3535.(CORS). The HARN coordinates for these stations are available EY3535.upon request. Contact Gary Thompson(919-733-3836). EY3535. EY3535.In addition, the published North Carolina positions EY3535.(NAD 83 (1986)) are NOT consistent with those determined in EY3535.adjacent state readjustments. The discontinuity between stations EY3535.located in North Carolina and those in adjacent states EY3535.which have been adjusted to the HARN may be as much as 5 EY3535.decimeters. This will result in a significant loss of accuracy EY3535.over lines crossing such state borders. EY3535 EY3535 EY3535.The horizontal coordinates were established by classical geodetic methods EY3535.and adjusted by the National Geodetic Survey in July 1986. EY3535 EY3535.The NAVD 88 height was computed by applying the VERTCON shift value to EY3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3535 EY3535.The Laplace correction was computed from DEFLEC99 derived deflections. EY3535 EY3535.The geoid height was determined by GEOID03. EY3535 EY3535; North East Units Scale Factor Converg. EY3535;SPC NC - 175,857.602 816,830.762 MT 0.99987318 +1 18 55.9 EY3535;SPC NC - 576,959.48 2,679,885.59 sFT 0.99987318 +1 18 55.9 EY3535;UTM 18 - 3,909,207.326 343,575.841 MT 0.99990155 -0 59 41.5 EY3535 EY3535! - Elev Factor x Scale Factor = Combined Factor EY3535!SPC NC - 1.00000543 x 0.99987318 = 0.99987861 EY3535!UTM 18 - 1.00000543 x 0.99990155 = 0.99990698 EY3535 EY3535: Primary Azimuth Mark Grid Az EY3535:SPC NC - PECAN 288 43 29.1 EY3535:UTM 18 - PECAN 291 02 06.5 EY3535 EY3535|---------------------------------------------------------------------| EY3535| PID Reference Object Distance Geod. Az | EY3535| dddmmss.s | EY3535| EY3530 MAY 267.360 METERS 11946 | EY3535| EY3533 PECAN APPROX. 0.5 KM 2900225.0 | EY3535|---------------------------------------------------------------------| EY3535 EY3535 SUPERSEDED SURVEY CONTROL EY3535 EY3535 NAD 27 - 35 18 49.26287(N) 076 43 15.84062(W) AD( ) 2 EY3535 NGVD 29 (07/19/86) 3. (m) 10. (f) VERT ANG EY3535 EY3535.Superseded values are not recommended for survey control. EY3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3535.See file dsdata.txt to determine how the superseded data were derived. EY3535 EY3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4357609207(NAD 83) EY3535_MARKER: DE = TRAVERSE STATION DISK EY3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3535_STAMPING: PIT 1966 EY3535_MARK LOGO: NCGS EY3535_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3535+STABILITY: SURFACE MOTION EY3535 EY3535 HISTORY - Date Condition Report By EY3535 HISTORY - 1966 MONUMENTED NCGS EY3535 HISTORY - 19830101 GOOD NCGS EY3535 EY3535 STATION DESCRIPTION EY3535 EY3535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3535'PIT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3535'THE VICINITY OF AURORA, NORTH CAROLINA. EY3535' EY3535'PIT IS 3.95 MILES NE OF AURORA. LOCATED 1.7 MILES NE ALONG SR EY3535'1912 FROM SR 1914 AT GODLEY STORE. 1.2 MILES SW ALONG SR 1912 EY3535'FROM SR 1906. AND AT NE SECTION OF SR 1912 AND SR 1913 ON TOP EY3535'OF DITCH BANK. EY3535' EY3535'STATION MARK IS A PRECAST MARKER, WITH A STANDARD N. C. BRASS EY3535'TRAVERSE DISK, STAMPED PIT 1966, SET IN THE TOP WHICH PROJECTS EY3535'2 INCHES ABOVE THE SURFACE OF THE GROUND. EY3535' EY3535'MARK IS EY3535' EY3535'32.4 FT N OF SR 1912 (CENTER LINE) EY3535' EY3535'18.8 FT E OF C/L OF SR 1913 EY3535' EY3535'114.1 FT S OF PP ON E SIDE OF SR 1913 EY3535' EY3535'36.1 FT E OF STOP SIGN AT INTERSECTION EY3535' EY3535'60.0 FT N OF TELEPHONE SERVICE BOX ON S SIDE OF SR 1912 EY3535' EY3535'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3535 EY3535 STATION RECOVERY (1983) EY3535 EY3535'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3535'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCE TO THE STOP SIGN. EY3535'MARK IS LOCATED 5.03 M (16.50 FT) EAST OF THE CENTERLINE OF SR 1913, EY3535'AND 33.95 M (111.38 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4306 *********************************************************************** EY4306 DESIGNATION - PITTMAN EY4306 PID - EY4306 EY4306 STATE/COUNTY- NC/BEAUFORT EY4306 USGS QUAD - WASHINGTON (1983) EY4306 EY4306 *CURRENT SURVEY CONTROL EY4306 ___________________________________________________________________ EY4306* NAD 83(1986)- 35 30 06.22356(N) 077 06 10.96574(W) ADJUSTED EY4306* NAVD 88 - 12.58 (+/-2cm) 41.3 (feet) VERTCON EY4306 ___________________________________________________________________ EY4306 LAPLACE CORR- -2.48 (seconds) DEFLEC99 EY4306 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4306 EY4306 HORZ ORDER - SECOND EY4306 VERT ORDER - THIRD ? (See Below) EY4306 EY4306.The North Carolina HARNS have been completed but, EY4306.due to contractual restrictions, coordinates for these stations EY4306.will NOT be published in the near future. In the interim, the EY4306.published coordinates in North Carolina will not be EY4306.consistent with the Continuously Operating Reference Stations EY4306.(CORS). The HARN coordinates for these stations are available EY4306.upon request. Contact Gary Thompson(919-733-3836). EY4306. EY4306.In addition, the published North Carolina positions EY4306.(NAD 83 (1986)) are NOT consistent with those determined in EY4306.adjacent state readjustments. The discontinuity between stations EY4306.located in North Carolina and those in adjacent states EY4306.which have been adjusted to the HARN may be as much as 5 EY4306.decimeters. This will result in a significant loss of accuracy EY4306.over lines crossing such state borders. EY4306 EY4306 EY4306.The horizontal coordinates were established by classical geodetic methods EY4306.and adjusted by the National Geodetic Survey in October 1990. EY4306 EY4306.The NAVD 88 height was computed by applying the VERTCON shift value to EY4306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4306.The vertical order pertains to the NGVD 29 superseded value. EY4306 EY4306.The Laplace correction was computed from DEFLEC99 derived deflections. EY4306 EY4306.The geoid height was determined by GEOID03. EY4306 EY4306; North East Units Scale Factor Converg. EY4306;SPC NC - 195,964.250 781,676.242 MT 0.99988208 +1 05 41.5 EY4306;SPC NC - 642,926.04 2,564,549.47 sFT 0.99988208 +1 05 41.5 EY4306;UTM 18 - 3,930,718.614 309,258.260 MT 1.00004837 -1 13 18.0 EY4306 EY4306! - Elev Factor x Scale Factor = Combined Factor EY4306!SPC NC - 1.00000377 x 0.99988208 = 0.99988585 EY4306!UTM 18 - 1.00000377 x 1.00004837 = 1.00005214 EY4306 EY4306 SUPERSEDED SURVEY CONTROL EY4306 EY4306 NGVD 29 (10/26/90) 12.91 (m) 42.4 (f) LEVELING 3 EY4306 EY4306.Superseded values are not recommended for survey control. EY4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4306.See file dsdata.txt to determine how the superseded data were derived. EY4306 EY4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0925830719(NAD 83) EY4306_MARKER: DE = TRAVERSE STATION DISK EY4306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4306_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4306_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4306+STABILITY: SURFACE MOTION EY4306 EY4306 HISTORY - Date Condition Report By EY4306 HISTORY - 1979 MONUMENTED NCGS EY4306 EY4306 STATION DESCRIPTION EY4306 EY4306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4306'THE STATION IS LOCATED 0.8 MILE SOUTH OF CHOCOWINITY ALONG US 17 FROM EY4306'NC 33 ON THE LEFT ON TOP OF A 3 FOOT CUT AND APPROXIMATELY 150 FEET EY4306'SOUTHWEST OF A WHITE FRAME HOUSE AND 0.1 MILE NORTH OF SR 1149. EY4306' EY4306'STATION MARK IS A STANDARD DISK STAMPED---PITTMAN 1979---SET IN TOP EY4306'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY4306'THE MARK IS 36.8 FEET EAST-SOUTHEAST OF CENTERLINE OF US 17 AND 10.5 EY4306'FEET WEST-NORTHWEST OF 8 INCH CEDAR, 85.4 FEET SOUTH-SOUTHWEST OF 36 EY4306'INCH CEDAR AND 97.4 FEET NORTH-NORTHEAST OF 15 INCH CEDAR ALL WITH EY4306'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5924 *********************************************************************** AE5924 DESIGNATION - POLE AE5924 PID - AE5924 AE5924 STATE/COUNTY- NC/BEAUFORT AE5924 USGS QUAD - SOUTH CREEK (1993) AE5924 AE5924 *CURRENT SURVEY CONTROL AE5924 ___________________________________________________________________ AE5924* NAD 83(1986)- 35 17 37.30074(N) 076 41 45.45497(W) ADJUSTED AE5924* NAVD 88 - 1.577 (meters) 5.17 (feet) ADJUSTED AE5924 ___________________________________________________________________ AE5924 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AE5924 GEOID HEIGHT- -37.29 (meters) GEOID03 AE5924 DYNAMIC HT - 1.575 (meters) 5.17 (feet) COMP AE5924 MODELED GRAV- 979,752.1 (mgal) NAVD 88 AE5924 AE5924 HORZ ORDER - SECOND AE5924 VERT ORDER - SECOND CLASS II AE5924 AE5924.The North Carolina HARNS have been completed but, AE5924.due to contractual restrictions, coordinates for these stations AE5924.will NOT be published in the near future. In the interim, the AE5924.published coordinates in North Carolina will not be AE5924.consistent with the Continuously Operating Reference Stations AE5924.(CORS). The HARN coordinates for these stations are available AE5924.upon request. Contact Gary Thompson(919-733-3836). AE5924. AE5924.In addition, the published North Carolina positions AE5924.(NAD 83 (1986)) are NOT consistent with those determined in AE5924.adjacent state readjustments. The discontinuity between stations AE5924.located in North Carolina and those in adjacent states AE5924.which have been adjusted to the HARN may be as much as 5 AE5924.decimeters. This will result in a significant loss of accuracy AE5924.over lines crossing such state borders. AE5924 AE5924 AE5924.The horizontal coordinates were established by classical geodetic methods AE5924.and adjusted by the National Geodetic Survey in April 1998. AE5924 AE5924.The orthometric height was determined by differential leveling AE5924.and adjusted by the National Geodetic Survey in June 1998. AE5924 AE5924.The Laplace correction was computed from DEFLEC99 derived deflections. AE5924 AE5924.The geoid height was determined by GEOID03. AE5924 AE5924.The dynamic height is computed by dividing the NAVD 88 AE5924.geopotential number by the normal gravity value computed on the AE5924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5924.degrees latitude (g = 980.6199 gals.). AE5924 AE5924.The modeled gravity was interpolated from observed gravity values. AE5924 AE5924; North East Units Scale Factor Converg. AE5924;SPC NC - 173,673.725 819,133.087 MT 0.99987286 +1 19 47.4 AE5924;SPC NC - 569,794.55 2,687,439.14 sFT 0.99987286 +1 19 47.4 AE5924;UTM 18 - 3,906,932.364 345,788.320 MT 0.99989308 -0 58 48.2 AE5924 AE5924! - Elev Factor x Scale Factor = Combined Factor AE5924!SPC NC - 1.00000561 x 0.99987286 = 0.99987847 AE5924!UTM 18 - 1.00000561 x 0.99989308 = 0.99989869 AE5924 AE5924 SUPERSEDED SURVEY CONTROL AE5924 AE5924 NGVD 29 (04/29/98) 1.91 (m) 6.3 (f) LEVELING 3 AE5924 AE5924.Superseded values are not recommended for survey control. AE5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5924.See file dsdata.txt to determine how the superseded data were derived. AE5924 AE5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4578806932(NAD 83) AE5924_MARKER: DH = HORIZONTAL CONTROL DISK AE5924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5924_STAMPING: POLE 1983 AE5924_MARK LOGO: NCGS AE5924_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5924+STABILITY: SURFACE MOTION AE5924 AE5924 HISTORY - Date Condition Report By AE5924 HISTORY - 1983 MONUMENTED NCGS AE5924 AE5924 STATION DESCRIPTION AE5924 AE5924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5924'STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) EAST OF AURORA, AND 13.0 KM AE5924'(8.05 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 FOR 7.3 KM (4.55 MI) AE5924'EAST FROM THE SOUTH CREEK BRIDGE AT AURORA, OR 0.3 KM (0.20 MI) WEST AE5924'OF THE CAMPBELL CREEK METHODIST CHURCH, AT THE SR 1905 INTERSECTION. AE5924'MARK IS RECESSED 3 INCHES BELOW GROUND AND IS ABOUT 1/2 FOOT LOWER AE5924'THAN THE HIGHWAY. LOCATED 4.1 M (13.5 FT) NORTH OF THE CENTERLINE OF AE5924'THE HIGHWAY, 208.7 M (684.7 FT) EAST OF THE CENTERLINE INTERSECTION OF AE5924'THE HIGHWAY AND THE SR, 61.9 M (203.1 FT) EAST OF A TELEPHONE AE5924'PEDESTAL, AND 19.3 M (63.3 FT) SOUTHWEST OF A POWER POLE WITH A AE5924'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5911 *********************************************************************** AE5911 DESIGNATION - POND AE5911 PID - AE5911 AE5911 STATE/COUNTY- NC/BEAUFORT AE5911 USGS QUAD - AURORA (1993) AE5911 AE5911 *CURRENT SURVEY CONTROL AE5911 ___________________________________________________________________ AE5911* NAD 83(1986)- 35 19 17.43301(N) 076 47 57.21160(W) ADJUSTED AE5911* NAVD 88 - 2.938 (meters) 9.64 (feet) ADJUSTED AE5911 ___________________________________________________________________ AE5911 LAPLACE CORR- -1.55 (seconds) DEFLEC99 AE5911 GEOID HEIGHT- -37.21 (meters) GEOID03 AE5911 DYNAMIC HT - 2.936 (meters) 9.63 (feet) COMP AE5911 MODELED GRAV- 979,743.2 (mgal) NAVD 88 AE5911 AE5911 HORZ ORDER - SECOND AE5911 VERT ORDER - SECOND CLASS II AE5911 AE5911.The North Carolina HARNS have been completed but, AE5911.due to contractual restrictions, coordinates for these stations AE5911.will NOT be published in the near future. In the interim, the AE5911.published coordinates in North Carolina will not be AE5911.consistent with the Continuously Operating Reference Stations AE5911.(CORS). The HARN coordinates for these stations are available AE5911.upon request. Contact Gary Thompson(919-733-3836). AE5911. AE5911.In addition, the published North Carolina positions AE5911.(NAD 83 (1986)) are NOT consistent with those determined in AE5911.adjacent state readjustments. The discontinuity between stations AE5911.located in North Carolina and those in adjacent states AE5911.which have been adjusted to the HARN may be as much as 5 AE5911.decimeters. This will result in a significant loss of accuracy AE5911.over lines crossing such state borders. AE5911 AE5911 AE5911.The horizontal coordinates were established by classical geodetic methods AE5911.and adjusted by the National Geodetic Survey in April 1998. AE5911 AE5911.The orthometric height was determined by differential leveling AE5911.and adjusted by the National Geodetic Survey in June 1998. AE5911 AE5911.The Laplace correction was computed from DEFLEC99 derived deflections. AE5911 AE5911.The geoid height was determined by GEOID03. AE5911 AE5911.The dynamic height is computed by dividing the NAVD 88 AE5911.geopotential number by the normal gravity value computed on the AE5911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5911.degrees latitude (g = 980.6199 gals.). AE5911 AE5911.The modeled gravity was interpolated from observed gravity values. AE5911 AE5911; North East Units Scale Factor Converg. AE5911;SPC NC - 176,545.409 809,675.168 MT 0.99987333 +1 16 12.8 AE5911;SPC NC - 579,216.06 2,656,409.28 sFT 0.99987333 +1 16 12.8 AE5911;UTM 18 - 3,910,183.097 336,453.493 MT 0.99992963 -1 02 25.7 AE5911 AE5911! - Elev Factor x Scale Factor = Combined Factor AE5911!SPC NC - 1.00000538 x 0.99987333 = 0.99987871 AE5911!UTM 18 - 1.00000538 x 0.99992963 = 0.99993501 AE5911 AE5911 SUPERSEDED SURVEY CONTROL AE5911 AE5911 NGVD 29 (04/29/98) 3.29 (m) 10.8 (f) LEVELING 3 AE5911 AE5911.Superseded values are not recommended for survey control. AE5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5911.See file dsdata.txt to determine how the superseded data were derived. AE5911 AE5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3645310183(NAD 83) AE5911_MARKER: DH = HORIZONTAL CONTROL DISK AE5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5911_STAMPING: POND 1983 AE5911_MARK LOGO: NCGS AE5911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5911+STABILITY: SURFACE MOTION AE5911 AE5911 HISTORY - Date Condition Report By AE5911 HISTORY - 1983 MONUMENTED NCGS AE5911 AE5911 STATION DESCRIPTION AE5911 AE5911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5911'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH-NORTHWEST OF AURORA. AE5911'ALONG NC 306 FOR 2.3 KM (1.40 MI) NORTH FROM A BRIDGE OVER SOUTH AE5911'CREEK, IN THE ROAD SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND. AE5911'LOCATED 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.7 M AE5911'(2.3 FT) WEST OF A WITNESS POST, 37.4 M (122.7 FT) SOUTH-SOUTHWEST OF AE5911'A TELEPHONE PEDESTAL NO 41 E, 170.7 M (560.0 FT) SOUTH OF THE AE5911'INTERSECTION WITH THE TEXAS GULF GRAVEL ROAD, AND 22.7 M (74.5 FT) AE5911'NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3294 *********************************************************************** EY3294 DESIGNATION - POOLE EY3294 PID - EY3294 EY3294 STATE/COUNTY- NC/BEAUFORT EY3294 USGS QUAD - PONZER (1983) EY3294 EY3294 *CURRENT SURVEY CONTROL EY3294 ___________________________________________________________________ EY3294* NAD 83(1986)- 35 33 13.00921(N) 076 28 47.23467(W) ADJUSTED EY3294* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3294 ___________________________________________________________________ EY3294 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EY3294 GEOID HEIGHT- -37.42 (meters) GEOID03 EY3294 EY3294 HORZ ORDER - THIRD EY3294 EY3294.The North Carolina HARNS have been completed but, EY3294.due to contractual restrictions, coordinates for these stations EY3294.will NOT be published in the near future. In the interim, the EY3294.published coordinates in North Carolina will not be EY3294.consistent with the Continuously Operating Reference Stations EY3294.(CORS). The HARN coordinates for these stations are available EY3294.upon request. Contact Gary Thompson(919-733-3836). EY3294. EY3294.In addition, the published North Carolina positions EY3294.(NAD 83 (1986)) are NOT consistent with those determined in EY3294.adjacent state readjustments. The discontinuity between stations EY3294.located in North Carolina and those in adjacent states EY3294.which have been adjusted to the HARN may be as much as 5 EY3294.decimeters. This will result in a significant loss of accuracy EY3294.over lines crossing such state borders. EY3294 EY3294 EY3294.The horizontal coordinates were established by classical geodetic methods EY3294.and adjusted by the National Geodetic Survey in July 1986. EY3294 EY3294.The orthometric height was scaled from a topographic map. EY3294 EY3294.The Laplace correction was computed from DEFLEC99 derived deflections. EY3294 EY3294.The geoid height was determined by GEOID03. EY3294 EY3294; North East Units Scale Factor Converg. EY3294;SPC NC - 202,976.181 838,056.040 MT 0.99988642 +1 27 16.5 EY3294;SPC NC - 665,931.02 2,749,522.19 sFT 0.99988642 +1 27 16.5 EY3294;UTM 18 - 3,935,446.753 365,877.859 MT 0.99982168 -0 51 38.1 EY3294 EY3294! - Elev Factor x Scale Factor = Combined Factor EY3294!SPC NC - 1.00000576 x 0.99988642 = 0.99989218 EY3294!UTM 18 - 1.00000576 x 0.99982168 = 0.99982744 EY3294 EY3294: Primary Azimuth Mark Grid Az EY3294:SPC NC - INTRACOASTAL WATERWAY BCN 24 183 00 15.8 EY3294:UTM 18 - INTRACOASTAL WATERWAY BCN 24 185 19 10.4 EY3294 EY3294|---------------------------------------------------------------------| EY3294| PID Reference Object Distance Geod. Az | EY3294| dddmmss.s | EY3294| EY5357 POOLE RM 1 18.220 METERS 02427 | EY3294| EY3285 INTRACOASTAL WATERWAY BCN 20A APPROX. 2.0 KM 0933406.5 | EY3294| EY5358 POOLE RM 2 13.645 METERS 10644 | EY3294| EY3286 INTRACOASTAL WATERWAY BCN 22 APPROX. 1.1 KM 1071927.6 | EY3294| EY3287 INTRACOASTAL WATERWAY BCN 24 APPROX. 2.0 KM 1842732.3 | EY3294|---------------------------------------------------------------------| EY3294 EY3294 SUPERSEDED SURVEY CONTROL EY3294 EY3294 NAD 27 - 35 33 12.41100(N) 076 28 48.50100(W) AD( ) 3 EY3294 EY3294.Superseded values are not recommended for survey control. EY3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3294.See file dsdata.txt to determine how the superseded data were derived. EY3294 EY3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6587835447(NAD 83) EY3294_MARKER: DS = TRIANGULATION STATION DISK EY3294_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3294_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3294 EY3294 HISTORY - Date Condition Report By EY3294 HISTORY - 1934 MONUMENTED CGS EY3294 HISTORY - 1949 GOOD CGS EY3294 EY3294 STATION DESCRIPTION EY3294 EY3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3294'STATION IS ON THE WESTERN SHORE OF PUNGO RIVER, 7 MILES E OF EY3294'BELHAVEN, 1-1/2 MILES SE OF LEECHVILLE, DUE W OF ENTRANCE OF EY3294'ALLIGATOR RIVER-PUNGO RIVER CANAL, ON THE SOUTHWESTERN SIDE OF EY3294'BRUSH-COVERED ISLAND (ISLAND IS 50 YARDS LONG, 25 YARDS WIDE) EY3294'60 YARDS W OF HIGH-WATER LINE, 5 YARDS FROM SOUTHERN END OF EY3294'ISLAND. EY3294' EY3294'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3294'CONCRETE, IN THE TOP OF TILE. EY3294' EY3294'REFERENCE MARK NO. 1 IS ON THE WESTERN SIDE OF THE ISLAND, 3 EY3294'YARDS INSIDE OF FASTLAND LINE. REFERENCE MARK NO. 2 IS ON THE EY3294'E SIDE OF THE ISLAND. EY3294 EY3294 STATION RECOVERY (1949) EY3294 EY3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3294'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION. DISTANCES EY3294'TO R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3294'CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE. A NEW EY3294'DESCRIPTION FOLLOWS-- EY3294' EY3294'STATION IS ON THE W SHORE OF THE PUNGO RIVER, DUE W OF THE EY3294'ENTRANCE OF THE PUNGO RIVER-ALLIGATOR RIVER CANAL, APPROXIMATELY EY3294'1,750 FEET N OF A PIER ON THE PROPERTY OF MR. DALTON, AND 240.0 EY3294'FEET W OF A SHARPLY-DEFINED POINT OF MARSH ADJACENT TO A MARSH EY3294'ISLAND IN THE PUNGO RIVER. IT IS JUST S OF A TREE AND EY3294'BRUSH-COVERED ISLAND SURROUNDED BY MARSH. MARK IS A BRONZE EY3294'DISK 2 INCHES ABOVE THE GROUND. EY3294' EY3294'R.M. 1 IS N OF THE STATION, ON THE W EDGE OF THE ISLAND. IT EY3294'IS A BRONZE REFERENCE DISK SET IN CONCRETE AT THE CENTER OF THE EY3294'TOP OF A TILE. DISK IS STAMPED POOLE NO 1 1934 AND PROJECTS 2 EY3294'INCHES ABOVE THE GROUND. EY3294' EY3294'R.M. 2 IS E OF THE STATION, ON THE SE EDGE OF THE ISLAND. IT EY3294'IS A BRONZE REFERENCE DISK SET IN CONCRETE AT THE CENTER OF THE EY3294'TOP OF A TILE. DISK IS STAMPED POOLE NO 2 1934 AND PROJECTS 1 EY3294'INCH ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2147 *********************************************************************** EY2147 DESIGNATION - PRESS EY2147 PID - EY2147 EY2147 STATE/COUNTY- NC/BEAUFORT EY2147 USGS QUAD - WASHINGTON (1983) EY2147 EY2147 *CURRENT SURVEY CONTROL EY2147 ___________________________________________________________________ EY2147* NAD 83(1986)- 35 30 55.50070(N) 077 01 57.11267(W) ADJUSTED EY2147* NAVD 88 - 1. (meters) 3. (feet) SCALED EY2147 ___________________________________________________________________ EY2147 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2147 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2147 EY2147 HORZ ORDER - THIRD EY2147 EY2147.The North Carolina HARNS have been completed but, EY2147.due to contractual restrictions, coordinates for these stations EY2147.will NOT be published in the near future. In the interim, the EY2147.published coordinates in North Carolina will not be EY2147.consistent with the Continuously Operating Reference Stations EY2147.(CORS). The HARN coordinates for these stations are available EY2147.upon request. Contact Gary Thompson(919-733-3836). EY2147. EY2147.In addition, the published North Carolina positions EY2147.(NAD 83 (1986)) are NOT consistent with those determined in EY2147.adjacent state readjustments. The discontinuity between stations EY2147.located in North Carolina and those in adjacent states EY2147.which have been adjusted to the HARN may be as much as 5 EY2147.decimeters. This will result in a significant loss of accuracy EY2147.over lines crossing such state borders. EY2147 EY2147 EY2147.The horizontal coordinates were established by classical geodetic methods EY2147.and adjusted by the National Geodetic Survey in July 1986. EY2147 EY2147.The orthometric height was scaled from a topographic map. EY2147 EY2147.The Laplace correction was computed from DEFLEC99 derived deflections. EY2147 EY2147.The geoid height was determined by GEOID03. EY2147 EY2147; North East Units Scale Factor Converg. EY2147;SPC NC - 197,606.969 788,041.805 MT 0.99988314 +1 08 08.0 EY2147;SPC NC - 648,315.53 2,585,433.82 sFT 0.99988314 +1 08 08.0 EY2147;UTM 18 - 3,932,102.895 315,685.990 MT 1.00001865 -1 10 51.9 EY2147 EY2147! - Elev Factor x Scale Factor = Combined Factor EY2147!SPC NC - 1.00000565 x 0.99988314 = 0.99988879 EY2147!UTM 18 - 1.00000565 x 1.00001865 = 1.00002430 EY2147 EY2147: Primary Azimuth Mark Grid Az EY2147:SPC NC - BRIGHT 315 52 05.4 EY2147:UTM 18 - BRIGHT 318 11 05.3 EY2147 EY2147|---------------------------------------------------------------------| EY2147| PID Reference Object Distance Geod. Az | EY2147| dddmmss.s | EY2147| EY2181 WATER TANK APPROX. 1.4 KM 0225458.3 | EY2147| EY2134 MC WILLIAMS POINT SHOAL LIGHT APPROX. 1.4 KM 1271010.6 | EY2147| EY4606 PRESS RM 1 14.160 METERS 22550 | EY2147| EY4607 PRESS RM 2 16.010 METERS 28026 | EY2147| EY2200 CYPRESS 2 RM 20.270 METERS 30454 | EY2147| EY2102 BRIGHT APPROX. 1.4 KM 3170013.4 | EY2147| EY2190 RODMAN POINT SHOAL BEACON APPROX. 1.2 KM 3334924.7 | EY2147|---------------------------------------------------------------------| EY2147 EY2147 SUPERSEDED SURVEY CONTROL EY2147 EY2147 NAD 27 - 35 30 54.91400(N) 077 01 58.28700(W) AD( ) 3 EY2147 EY2147.Superseded values are not recommended for survey control. EY2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2147.See file dsdata.txt to determine how the superseded data were derived. EY2147 EY2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1568632103(NAD 83) EY2147_MARKER: DS = TRIANGULATION STATION DISK EY2147_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2147_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2147 EY2147 HISTORY - Date Condition Report By EY2147 HISTORY - 1933 MONUMENTED CGS EY2147 HISTORY - 1948 GOOD CGS EY2147 EY2147 STATION DESCRIPTION EY2147 EY2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2147'STATION IS ON THE S SHORE OF THE PAMLICO RIVER, DIRECTLY ACROSS EY2147'FROM AUSTIN POINT, ON A LOW SHORE COVERED WITH CANES AND SWAMP EY2147'TREES. IT IS ABOUT 6 YARDS FROM THE WATER AND AT A SMALL EY2147'ROUNDED POINT ON WHICH A TRIANGULAR-BLAZED 14-INCH CYPRESS, AND EY2147'A LARGE STUNTED PINE OVERHANGING THE WATER. EY2147' EY2147'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2147'IN THE TOPS OF TILES. EY2147' EY2147'REFERENCE MARK NO. 1 IS DIRECTLY BACK OF THE STATION. REFERENCE EY2147'MARK NO. 2 IS W OF AND SLIGHTLY BACK OF THE STATION. EY2147' EY2147'THE OLD REFERENCE MARK OF STATION CYPRESS 2 U.S.E. (1914) IS EY2147'W OF AND ABOUT SAME DISTANCE FROM SHORE AS THE STATION. EY2147' EY2147'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.65 METERS. EY2147 EY2147 STATION RECOVERY (1948) EY2147 EY2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2147'STATION WAS RECOVERED IN GOOD CONDITION. IT PROJECTS 3 INCHES EY2147'ABOVE THE GROUND. REFERENCE MARKS 1 AND 2 WERE RECOVERED IN EY2147'GOOD CONDITION BUT WERE BURIED 3 INCHES BELOW THE SURFACE OF EY2147'THE GROUND. ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY2147'DESCRIPTION FOLLOWS-- EY2147' EY2147'STATION IS ON THE S SHORE OF THE PAMLICO RIVER, DIRECTLY ACROSS EY2147'FROM AUSTIN POINT, ON A LOW SHORE COVERED WITH CANES AND SWAMP EY2147'TREES. IT IS ABOUT 3 YARDS FROM THE WATER, AT A SMALL ROUNDED EY2147'POINT ON WHICH IS A TRIANGULAR BLAZED 16-INCH CYPRESS AND A EY2147'LARGE STUNTED PINE OVERHANGING THE WATER. RODMAN POINT LIGHT EY2147'AND THE WASHINGTON WATER TANK ARE ON RANGE WITH THE STATION. EY2147' EY2147'REFERENCE MARK 1 IS DIRECTLY BACK OF THE STATION BETWEEN A EY2147'TRIANGULAR-BLAZED 12-INCH CYPRESS AND A TRAINGULAR-BLAZED 16-INCH EY2147'GUM TREE WHICH ARE ON A N-S LINE. IT IS 1.9 METERS FROM THE EY2147'GUM AND 2.6 METERS FROM THE CYPRESS. EY2147' EY2147'REFERENCE MARK 2 IS W OF AND SLIGHTLY SEAWARD FROM THE STATION EY2147'ON RANGE WITH A 12-INCH PINE WHICH IS THE NEAREST TO THE RIVER EY2147'OF TWO PINES. IT IS 4.82 METERS FROM THIS TREE. EY2147' EY2147'THE OLD REFERENCE MARK OF STATION CYPRESS 2 U.S.E. (1914) IS EY2147'W OF STATION AND IN ABOUT 2 FEET OF WATER. IT IS PRESUMED THAT IT EY2147'WILL BE LOST SHORTLY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4107 *********************************************************************** EY4107 DESIGNATION - PRICE EY4107 PID - EY4107 EY4107 STATE/COUNTY- NC/BEAUFORT EY4107 USGS QUAD - PINETOWN (1974) EY4107 EY4107 *CURRENT SURVEY CONTROL EY4107 ___________________________________________________________________ EY4107* NAD 83(1986)- 35 31 22.51648(N) 076 50 32.62437(W) ADJUSTED EY4107* NAVD 88 - 6.098 (meters) 20.01 (feet) ADJUSTED EY4107 ___________________________________________________________________ EY4107 LAPLACE CORR- -2.19 (seconds) DEFLEC99 EY4107 GEOID HEIGHT- -36.92 (meters) GEOID03 EY4107 DYNAMIC HT - 6.093 (meters) 19.99 (feet) COMP EY4107 MODELED GRAV- 979,760.7 (mgal) NAVD 88 EY4107 EY4107 HORZ ORDER - SECOND EY4107 VERT ORDER - SECOND CLASS II EY4107 EY4107.The North Carolina HARNS have been completed but, EY4107.due to contractual restrictions, coordinates for these stations EY4107.will NOT be published in the near future. In the interim, the EY4107.published coordinates in North Carolina will not be EY4107.consistent with the Continuously Operating Reference Stations EY4107.(CORS). The HARN coordinates for these stations are available EY4107.upon request. Contact Gary Thompson(919-733-3836). EY4107. EY4107.In addition, the published North Carolina positions EY4107.(NAD 83 (1986)) are NOT consistent with those determined in EY4107.adjacent state readjustments. The discontinuity between stations EY4107.located in North Carolina and those in adjacent states EY4107.which have been adjusted to the HARN may be as much as 5 EY4107.decimeters. This will result in a significant loss of accuracy EY4107.over lines crossing such state borders. EY4107 EY4107 EY4107.The horizontal coordinates were established by classical geodetic methods EY4107.and adjusted by the National Geodetic Survey in July 1998. EY4107 EY4107.The orthometric height was determined by differential leveling EY4107.and adjusted by the National Geodetic Survey in June 1991. EY4107 EY4107.The Laplace correction was computed from DEFLEC99 derived deflections. EY4107 EY4107.The geoid height was determined by GEOID03. EY4107 EY4107.The dynamic height is computed by dividing the NAVD 88 EY4107.geopotential number by the normal gravity value computed on the EY4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4107.degrees latitude (g = 980.6199 gals.). EY4107 EY4107.The modeled gravity was interpolated from observed gravity values. EY4107 EY4107; North East Units Scale Factor Converg. EY4107;SPC NC - 198,797.573 805,265.565 MT 0.99988375 +1 14 43.1 EY4107;SPC NC - 652,221.70 2,641,942.11 sFT 0.99988375 +1 14 43.1 EY4107;UTM 18 - 3,932,596.446 332,945.476 MT 0.99994391 -1 04 14.6 EY4107 EY4107! - Elev Factor x Scale Factor = Combined Factor EY4107!SPC NC - 1.00000484 x 0.99988375 = 0.99988859 EY4107!UTM 18 - 1.00000484 x 0.99994391 = 0.99994875 EY4107 EY4107 SUPERSEDED SURVEY CONTROL EY4107 EY4107 NAVD 88 (07/14/98) 6.10 (m) 20.0 (f) LEVELING 3 EY4107 EY4107.Superseded values are not recommended for survey control. EY4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4107.See file dsdata.txt to determine how the superseded data were derived. EY4107 EY4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3294532596(NAD 83) EY4107_MARKER: DE = TRAVERSE STATION DISK EY4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4107_SP_SET: CONCRETE POST EY4107_STAMPING: PRICE 1982 EY4107_MARK LOGO: NCGS EY4107_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4107+STABILITY: SURFACE MOTION EY4107 EY4107 HISTORY - Date Condition Report By EY4107 HISTORY - 1982 MONUMENTED NCGS EY4107 HISTORY - 19971229 SEE DESCRIPTION NCGS EY4107 EY4107 STATION DESCRIPTION EY4107 EY4107'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4107'18.2 KM (11.3 MI) WSW FROM PANTEGO. EY4107'THE STATION IS LOCATED ABOUT 18.2 KM (11.3 MI) WEST-SOUTHWEST OF EY4107'PANTEGO AND 19.6 KM (12.2 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4107'6.2 KM (3.85 MI) EAST FROM THE INTERSECTION WITH NC 92, AT THE EY4107'INTERSECTION WITH SR 1343 (EVERETTS CROSSROADS), IN THE SOUTHWEST EY4107'QUADRANT. THE STATION IS A STANDARD NCGS DISK STAMPED---PRICE EY4107'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4107'DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 5.6 METERS (18.2 FT) EY4107'SOUTHWEST OF THE CENTERLINE OF US 264, 6.6 METERS (21.5 FT) SOUTHWEST EY4107'OF THE PROJECTED CENTERLINE INTERSECTION OF US 264 AND SR 1343 NORTH, EY4107'14.5 METERS (47.7 FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT--AND EY4107'11.8 METERS (38.6 FT) NORTHWEST OF A POWER POLE, 38.9 METERS (128.1 EY4107'FT) SOUTH OF A POWER POLE WITH A TRANSFORMER--BOTH WITH REFERENCE EY4107'TAGS. EY4107 EY4107 STATION RECOVERY (1997) EY4107 EY4107'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EJH) EY4107'MARK WAS SEARCHED FOR BUT MAY BE LOST TO HIGHWAY IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2148 *********************************************************************** EY2148 DESIGNATION - PRONG EY2148 PID - EY2148 EY2148 STATE/COUNTY- NC/BEAUFORT EY2148 USGS QUAD - WASHINGTON (1983) EY2148 EY2148 *CURRENT SURVEY CONTROL EY2148 ___________________________________________________________________ EY2148* NAD 83(1986)- 35 32 53.90894(N) 077 04 38.68965(W) ADJUSTED EY2148* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2148 ___________________________________________________________________ EY2148 LAPLACE CORR- -2.41 (seconds) DEFLEC99 EY2148 GEOID HEIGHT- -36.59 (meters) GEOID03 EY2148 EY2148 HORZ ORDER - THIRD EY2148 EY2148.The North Carolina HARNS have been completed but, EY2148.due to contractual restrictions, coordinates for these stations EY2148.will NOT be published in the near future. In the interim, the EY2148.published coordinates in North Carolina will not be EY2148.consistent with the Continuously Operating Reference Stations EY2148.(CORS). The HARN coordinates for these stations are available EY2148.upon request. Contact Gary Thompson(919-733-3836). EY2148. EY2148.In addition, the published North Carolina positions EY2148.(NAD 83 (1986)) are NOT consistent with those determined in EY2148.adjacent state readjustments. The discontinuity between stations EY2148.located in North Carolina and those in adjacent states EY2148.which have been adjusted to the HARN may be as much as 5 EY2148.decimeters. This will result in a significant loss of accuracy EY2148.over lines crossing such state borders. EY2148 EY2148 EY2148.The horizontal coordinates were established by classical geodetic methods EY2148.and adjusted by the National Geodetic Survey in July 1986. EY2148 EY2148.The orthometric height was scaled from a topographic map. EY2148 EY2148.The Laplace correction was computed from DEFLEC99 derived deflections. EY2148 EY2148.The geoid height was determined by GEOID03. EY2148 EY2148; North East Units Scale Factor Converg. EY2148;SPC NC - 201,175.393 783,901.015 MT 0.99988594 +1 06 34.8 EY2148;SPC NC - 660,022.94 2,571,848.58 sFT 0.99988594 +1 06 34.8 EY2148;UTM 18 - 3,935,836.357 311,692.293 MT 1.00003699 -1 12 29.3 EY2148 EY2148! - Elev Factor x Scale Factor = Combined Factor EY2148!SPC NC - 1.00000580 x 0.99988594 = 0.99989174 EY2148!UTM 18 - 1.00000580 x 1.00003699 = 1.00004279 EY2148 EY2148: Primary Azimuth Mark Grid Az EY2148:SPC NC - GLEN 282 32 59.1 EY2148:UTM 18 - GLEN 284 52 03.2 EY2148 EY2148|---------------------------------------------------------------------| EY2148| PID Reference Object Distance Geod. Az | EY2148| dddmmss.s | EY2148| EY4610 PRONG RM 15.748 METERS 00818 | EY2148| EY2166 WASHINGTON BRICK STACK APPROX. 1.0 KM 0350134.5 | EY2148| EY2126 KENNEDY 423.164 METERS 0434305.2 | EY2148| EY2165 WASHINGTON ACLRR BRIDGE CEN LT APPROX. 0.7 KM 1151501.3 | EY2148| EY2117 GLEN APPROX. 0.8 KM 2833933.9 | EY2148|---------------------------------------------------------------------| EY2148 EY2148 SUPERSEDED SURVEY CONTROL EY2148 EY2148 NAD 27 - 35 32 53.33200(N) 077 04 39.86200(W) AD( ) 3 EY2148 EY2148.Superseded values are not recommended for survey control. EY2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2148.See file dsdata.txt to determine how the superseded data were derived. EY2148 EY2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1169235836(NAD 83) EY2148_MARKER: DS = TRIANGULATION STATION DISK EY2148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2148_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2148 EY2148 HISTORY - Date Condition Report By EY2148 HISTORY - 1935 MONUMENTED CGS EY2148 HISTORY - 1949 GOOD CGS EY2148 EY2148 STATION DESCRIPTION EY2148 EY2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2148'THIS STATION IS ON THE N SHORE OF TAR RIVER AT WASHINGTON, NORTH EY2148'CAROLINA, ABOUT 700 METERS W OF THE ATLANTIC COAST LINE RAILROAD EY2148'BRIDGE, 9 FEET E OF A 12-INCH CYPRESS TREE AND 70 FEET E OF A EY2148'SECOND 12-INCH CYPRESS TREE. THERE ARE NO CYPRESS TREES E OF EY2148'THE STATION ALONG THIS IMMEDIATE STRETCH OF SHORE LINE. STATION EY2148'IS IN MARSHY GROUND 22 FEET N OF THE WATER LINE. EY2148' EY2148'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2148'IN TOPS OF TILES. EY2148 EY2148 STATION RECOVERY (1949) EY2148 EY2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2148'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION. THE EY2148'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE EY2148'AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY2148'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2148' EY2148'STATION IS LOCATED ON THE N SHORE OF THE TAR RIVER, AT EY2148'WASHINGTON, ON THE S SIDE OF THE PENINSULA FORMED BY THE EY2148'JUNCTION OF THE TAR RIVER AND KENNEDY CREEK, ABOUT 700 METERS W EY2148'OF THE ATLANTIC COAST LINE RAILROAD BRIDGE, 70.0 FEET E OF AN EY2148'18-INCH CYPRESS, 9.0 FEET NE OF A TRIANGULAR BLAZED CYPRESS, AND EY2148'18.0 FEET N OF THE WATER LINE. EY2148' EY2148'STATION MARK IS A BRONZE STATION DISK, STAMPED PRONG 1935, AND EY2148'SET IN THE TOP OF A 10-INCH CONCRETE-FILLED TILE, PROJECTING 6 EY2148'INCHES ABOVE GROUND. EY2148' EY2148'REFERENCE MARK IS N OF STATION, 58.0 FEET N OF BLAZED CYPRESS, EY2148'44.0 FEET NE OF THE WATERLINE OF A SMALL COVE, 73.5 FEET NE OF EY2148'OTHER 18-INCH CYPRESS. MARK IS A BRONZE REFERENCE DISK, STAMPED EY2148'PRONG 1935, AND SET IN THE TOP OF A CONCRETE-FILLED 10-INCH TILE EY2148'PROJECTING 2 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4007 *********************************************************************** EY4007 DESIGNATION - PTS 5 EY4007 PID - EY4007 EY4007 STATE/COUNTY- NC/BEAUFORT EY4007 USGS QUAD - BELHAVEN (1974) EY4007 EY4007 *CURRENT SURVEY CONTROL EY4007 ___________________________________________________________________ EY4007* NAD 83(1986)- 35 33 53.54421(N) 076 32 03.50640(W) ADJUSTED EY4007* NAVD 88 - 2.17 (+/-2cm) 7.1 (feet) VERTCON EY4007 ___________________________________________________________________ EY4007 LAPLACE CORR- -3.45 (seconds) DEFLEC99 EY4007 GEOID HEIGHT- -37.29 (meters) GEOID03 EY4007 EY4007 HORZ ORDER - SECOND EY4007 VERT ORDER - THIRD ? (See Below) EY4007 EY4007.The North Carolina HARNS have been completed but, EY4007.due to contractual restrictions, coordinates for these stations EY4007.will NOT be published in the near future. In the interim, the EY4007.published coordinates in North Carolina will not be EY4007.consistent with the Continuously Operating Reference Stations EY4007.(CORS). The HARN coordinates for these stations are available EY4007.upon request. Contact Gary Thompson(919-733-3836). EY4007. EY4007.In addition, the published North Carolina positions EY4007.(NAD 83 (1986)) are NOT consistent with those determined in EY4007.adjacent state readjustments. The discontinuity between stations EY4007.located in North Carolina and those in adjacent states EY4007.which have been adjusted to the HARN may be as much as 5 EY4007.decimeters. This will result in a significant loss of accuracy EY4007.over lines crossing such state borders. EY4007 EY4007 EY4007.The horizontal coordinates were established by classical geodetic methods EY4007.and adjusted by the National Geodetic Survey in July 1986. EY4007 EY4007.The NAVD 88 height was computed by applying the VERTCON shift value to EY4007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4007.The vertical order pertains to the NGVD 29 superseded value. EY4007 EY4007.The Laplace correction was computed from DEFLEC99 derived deflections. EY4007 EY4007.The geoid height was determined by GEOID03. EY4007 EY4007; North East Units Scale Factor Converg. EY4007;SPC NC - 204,100.818 833,083.866 MT 0.99988748 +1 25 23.2 EY4007;SPC NC - 669,620.77 2,733,209.32 sFT 0.99988748 +1 25 23.2 EY4007;UTM 18 - 3,936,771.275 360,955.462 MT 0.99983825 -0 53 33.1 EY4007 EY4007! - Elev Factor x Scale Factor = Combined Factor EY4007!SPC NC - 1.00000551 x 0.99988748 = 0.99989299 EY4007!UTM 18 - 1.00000551 x 0.99983825 = 0.99984376 EY4007 EY4007 SUPERSEDED SURVEY CONTROL EY4007 EY4007 NAD 27 - 35 33 52.95000(N) 076 32 04.77000(W) AD( ) 2 EY4007 NGVD 29 (07/19/86) 2.49 (m) 8.2 (f) LEVELING 3 EY4007 EY4007.Superseded values are not recommended for survey control. EY4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4007.See file dsdata.txt to determine how the superseded data were derived. EY4007 EY4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6095536771(NAD 83) EY4007_MARKER: Z = SEE DESCRIPTION EY4007_SETTING: 0 = UNSPECIFIED SETTING EY4007_MARK LOGO: USGS EY4007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY4007 EY4007 HISTORY - Date Condition Report By EY4007 HISTORY - 1933 MONUMENTED CGS EY4007 EY4007 STATION DESCRIPTION EY4007 EY4007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EY4007'NEAR COXES CROSSROADS, 7.7 MILES EAST-SOUTHEAST OF PANTEGO, 5.0 MILES EY4007'EAST OF BELHAVEN, 1.7 MILES WEST OF LEECHVILLE, 1.8 MILES WEST OF EY4007'BEAUFORT-HYDE COUNTY LINE AT PUNGO RIVER AT LEECHVILLE, ON SOUTH EY4007'SIDE OF ROAD LEADING WEST, JUST OPPOSITE T-ROAD ON RIGHT, AND JUST EY4007'BEYOND NEGRO CABIN ON LEFT. MARKED BY CAST-IRON PIPE PROJECTING EY4007'ABOUT 16 INCHES ABOVE GROUND. STATION WAY (SEE DESCRIPTION EY4007'THEREOF) IS 252.27 METERS (827.7 FEET) FROM STATION S 79 DEG EY4007'28 MIN E., BUT IS NOT DIRECTLY VISIBLE FROM GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3785 *********************************************************************** EY3785 DESIGNATION - PULL EY3785 PID - EY3785 EY3785 STATE/COUNTY- NC/BEAUFORT EY3785 USGS QUAD - BATH (1993) EY3785 EY3785 *CURRENT SURVEY CONTROL EY3785 ___________________________________________________________________ EY3785* NAD 83(1986)- 35 24 38.57426(N) 076 49 33.90253(W) ADJUSTED EY3785* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3785 ___________________________________________________________________ EY3785 LAPLACE CORR- -2.25 (seconds) DEFLEC99 EY3785 GEOID HEIGHT- -37.10 (meters) GEOID03 EY3785 EY3785 HORZ ORDER - THIRD EY3785 EY3785.The North Carolina HARNS have been completed but, EY3785.due to contractual restrictions, coordinates for these stations EY3785.will NOT be published in the near future. In the interim, the EY3785.published coordinates in North Carolina will not be EY3785.consistent with the Continuously Operating Reference Stations EY3785.(CORS). The HARN coordinates for these stations are available EY3785.upon request. Contact Gary Thompson(919-733-3836). EY3785. EY3785.In addition, the published North Carolina positions EY3785.(NAD 83 (1986)) are NOT consistent with those determined in EY3785.adjacent state readjustments. The discontinuity between stations EY3785.located in North Carolina and those in adjacent states EY3785.which have been adjusted to the HARN may be as much as 5 EY3785.decimeters. This will result in a significant loss of accuracy EY3785.over lines crossing such state borders. EY3785 EY3785 EY3785.The horizontal coordinates were established by classical geodetic methods EY3785.and adjusted by the National Geodetic Survey in July 1986. EY3785 EY3785.The orthometric height was scaled from a topographic map. EY3785 EY3785.The Laplace correction was computed from DEFLEC99 derived deflections. EY3785 EY3785.The geoid height was determined by GEOID03. EY3785 EY3785; North East Units Scale Factor Converg. EY3785;SPC NC - 186,385.147 807,017.134 MT 0.99987643 +1 15 17.0 EY3785;SPC NC - 611,498.60 2,647,688.71 sFT 0.99987643 +1 15 17.0 EY3785;UTM 18 - 3,920,122.641 334,194.412 MT 0.99993880 -1 03 30.0 EY3785 EY3785! - Elev Factor x Scale Factor = Combined Factor EY3785!SPC NC - 1.00000572 x 0.99987643 = 0.99988215 EY3785!UTM 18 - 1.00000572 x 0.99993880 = 0.99994452 EY3785 EY3785: Primary Azimuth Mark Grid Az EY3785:SPC NC - CORE 310 13 08.5 EY3785:UTM 18 - CORE 312 31 55.5 EY3785 EY3785|---------------------------------------------------------------------| EY3785| PID Reference Object Distance Geod. Az | EY3785| dddmmss.s | EY3785| EY3760 BAYVIEW WATER TANK APPROX. 4.4 KM 0460344.4 | EY3785| EY5384 PULL RM 1 33.755 METERS 19532 | EY3785| EY5385 PULL RM 2 32.665 METERS 24129 | EY3785| EY3766 CORE APPROX. 2.2 KM 3112825.5 | EY3785|---------------------------------------------------------------------| EY3785 EY3785 SUPERSEDED SURVEY CONTROL EY3785 EY3785 NAD 27 - 35 24 37.98034(N) 076 49 35.12716(W) AD( ) 3 EY3785 EY3785.Superseded values are not recommended for survey control. EY3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3785.See file dsdata.txt to determine how the superseded data were derived. EY3785 EY3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3419420123(NAD 83) EY3785_MARKER: DS = TRIANGULATION STATION DISK EY3785_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3785_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3785 EY3785 HISTORY - Date Condition Report By EY3785 HISTORY - 1933 MONUMENTED CGS EY3785 HISTORY - 1935 GOOD CGS EY3785 HISTORY - 1949 GOOD CGS EY3785 EY3785 STATION DESCRIPTION EY3785 EY3785'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3785'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON A SMALL, EY3785'ROUNDED POINT ABOUT 0.7 MILE W OF THE MOUTH OF DURHAM CREEK, EY3785'ABOUT 50 FEET NE OF THE OUTLET FOR A SMALL RUN OR CREEK, INSHORE EY3785'FROM A CLUMP OF SMALL PINES EXTENDING FARTHER OUT STREAM THAN EY3785'ANY OTHERS IN THE VICINITY. EY3785' EY3785'STATION IS A STANDARD DISK SET IN CONCRETE AT THE CENTER OF EY3785'THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND. IT IS ABOUT EY3785'6, 15, AND 10 METERS, RESPECTIVELY FROM THE W, N, AND THE E EY3785'WATER LINES OF THE POINT. LIGHTLY WOODED, AND LIGHT UNDERGROWTH. EY3785' EY3785'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE AT EY3785'THE TOP OF A 6-INCH TILE, BELL UP, EY3785'BACK OF THE STATION, AND 5 METERS NE OF THE SMALL RUN. EY3785' EY3785'REFERENCE MARK NO. 2 IS SIMILAR TO NO. 1, BUT THE TILE IS EY3785'BELL DOWN, AND IT IS BACK OF THE STATION, AND IN SHORE FROM EY3785'TRAIL OR WAGON ROAD, IN WOODS. EY3785' EY3785'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS. EY3785 EY3785 STATION RECOVERY (1935) EY3785 EY3785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3785'STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD EY3785'CONDITION. THE DESCRIPTION FITS THE LOCATION EXCEPT THAT EY3785'THE STATION IS ABOUT 50 FEET NW INSTEAD OF NE OF THE OUTLET EY3785'OF A SMALL CREEK OR RUN AS IN THE DESCRIPTION. EY3785' EY3785'REFERENCE MARK NO. 1 IS 5 METERS NW INSTEAD OF NE OF THE EY3785'SMALL CREEK OR RUN AS IN THE DESCRIPTION. EY3785 EY3785 STATION RECOVERY (1949) EY3785 EY3785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3785'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD EY3785'CONDITION. DISTANCES FROM THE STATION TO THE REFERENCE MARKS EY3785'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE EY3785'ORIGINAL DESCRIPTION AND THE 1935 RECOVERY NOTE ARE EY3785'INADEQUATE. A NEW DESCRIPTION FOLLOWS. EY3785' EY3785'STATION IS ON THE S SIDE OF PAMLICO RIVER, ON A SMALL, ROUNDED EY3785'POINT. IT IS ABOUT 0.7 MILE W OF THE MOUTH OF DURHAM CREEK, EY3785'ABOUT 76 FEET W OF THE OUTLET OF A SMALL RUN CALLED MILL GUT, EY3785'INSHORE FROM A CLUMP OF YOUNG PINES EXTENDING FARTHER OUTSTREAM EY3785'THAN ANY OTHERS IN THE VICINITY. STATION IS 21.0 METERS SW EY3785'OF THE EXTREME END OF THE POINT WHICH IS IN THE DIRECTION OF EY3785'BAYVIEW TANK, 13.7 METERS SSE OF THE W SIDE OF THE POINT, 22.7 EY3785'METERS NW OF THE SHORELINE OF MILL GUT, 16.0 FEET WSW OF A EY3785'TRIANGULAR-BLAZED 10-INCH PINE, AND 15.1 FEET NE OF A EY3785'TRIANGULAR-BLAZED 14-INCH PINE. EY3785' EY3785'STATION IS A BRONZE STATION DISK, STAMPED PULL 1933, AND SET EY3785'IN THE TOP OF A TILE ABOUT 4 INCHES UNDER SAND. EY3785' EY3785'REFERENCE MARK 1 IS S OF THE STATION, 13.3 FEET W OF A SQUARE EY3785'BLAZED 13-INCH CYPRESS, 8.3 FEET S OF A SQUARE BLAZED 10-INCH EY3785'CYPRESS, 3.9 METERS NW OF W EDGE OF MILL GUT WHERE IT IS 10 FEET EY3785'WIDE. IT IS A BRONZE REFERENCE DISK, STAMPED NO 1 1933, AND EY3785'SET IN CONCRETE AT THE TOP OF A 6-INCH TILE, BELL UP, FLUSH EY3785'WITH THE GROUND. EY3785' EY3785'REFERENCE MARK 2 IS SW OF THE STATION, 20.0 FEET W OF A EY3785'SQUARE BLAZED 13-INCH PINE. 26.4 FEET S OF A SQUARE BLAZED EY3785'10-INCH PINE, 20.0 METERS SSW FROM INSHORE EDGE OF MARSH, 29.5 EY3785'METERS SSW OF APPARENT SHORELINE. IT IS A BRONZE REFERENCE DISK, EY3785'STAMPED NO 2 1933 AND SET IN CONCRETE AT THE TOP OF A 6-INCH EY3785'TILE, BELL DOWN, PROJECTING 2 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4008 *********************************************************************** EY4008 DESIGNATION - PUNGO EY4008 PID - EY4008 EY4008 STATE/COUNTY- NC/BEAUFORT EY4008 USGS QUAD - BELHAVEN (1974) EY4008 EY4008 *CURRENT SURVEY CONTROL EY4008 ___________________________________________________________________ EY4008* NAD 83(1986)- 35 30 01.42129(N) 076 37 21.21245(W) ADJUSTED EY4008* NAVD 88 - -0. (meters) -0. (feet) SCALED EY4008 ___________________________________________________________________ EY4008 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY4008 GEOID HEIGHT- -37.20 (meters) GEOID03 EY4008 EY4008 HORZ ORDER - THIRD EY4008 EY4008.The North Carolina HARNS have been completed but, EY4008.due to contractual restrictions, coordinates for these stations EY4008.will NOT be published in the near future. In the interim, the EY4008.published coordinates in North Carolina will not be EY4008.consistent with the Continuously Operating Reference Stations EY4008.(CORS). The HARN coordinates for these stations are available EY4008.upon request. Contact Gary Thompson(919-733-3836). EY4008. EY4008.In addition, the published North Carolina positions EY4008.(NAD 83 (1986)) are NOT consistent with those determined in EY4008.adjacent state readjustments. The discontinuity between stations EY4008.located in North Carolina and those in adjacent states EY4008.which have been adjusted to the HARN may be as much as 5 EY4008.decimeters. This will result in a significant loss of accuracy EY4008.over lines crossing such state borders. EY4008 EY4008 EY4008.The horizontal coordinates were established by classical geodetic methods EY4008.and adjusted by the National Geodetic Survey in July 1986. EY4008 EY4008.The orthometric height was scaled from a topographic map. EY4008 EY4008.The Laplace correction was computed from DEFLEC99 derived deflections. EY4008 EY4008.The geoid height was determined by GEOID03. EY4008 EY4008; North East Units Scale Factor Converg. EY4008;SPC NC - 196,754.649 825,257.863 MT 0.99988197 +1 22 19.9 EY4008;SPC NC - 645,519.21 2,707,533.51 sFT 0.99988197 +1 22 19.9 EY4008;UTM 18 - 3,929,747.467 352,839.354 MT 0.99986688 -0 56 32.7 EY4008 EY4008! - Elev Factor x Scale Factor = Combined Factor EY4008!SPC NC - 1.00000589 x 0.99988197 = 0.99988786 EY4008!UTM 18 - 1.00000589 x 0.99986688 = 0.99987277 EY4008 EY4008: Primary Azimuth Mark Grid Az EY4008:SPC NC - DURAN 088 43 41.6 EY4008:UTM 18 - DURAN 091 02 34.2 EY4008 EY4008|---------------------------------------------------------------------| EY4008| PID Reference Object Distance Geod. Az | EY4008| dddmmss.s | EY4008| EY3991 BELLHAVEN SCHOOLHOUSE CUPOLA APPROX. 4.4 KM 0001403.9 | EY4008| EY3988 BELLHAVEN CITY HALL FLAGPOLE APPROX. 4.3 KM 0010642.5 | EY4008| EY3990 BELLHAVEN MISSIONARY CH SPIRE APPROX. 3.9 KM 0044252.7 | EY4008| EY3989 BELLHAVEN METH CHURCH SPIRE APPROX. 4.0 KM 0053446.7 | EY4008| EY4005 PANTEGO CREEK LIGHT APPROX. 2.9 KM 0074257.6 | EY4008| EY3993 DURAN APPROX. 3.8 KM 0900601.5 | EY4008| EY4021 PUNGO RM 1 17.639 METERS 25725 | EY4008| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 5.0 KM 3505519.4 | EY4008|---------------------------------------------------------------------| EY4008 EY4008 SUPERSEDED SURVEY CONTROL EY4008 EY4008 NAD 27 - 35 30 00.82500(N) 076 37 22.46100(W) AD( ) 3 EY4008 EY4008.Superseded values are not recommended for survey control. EY4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4008.See file dsdata.txt to determine how the superseded data were derived. EY4008 EY4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5283929747(NAD 83) EY4008_MARKER: DS = TRIANGULATION STATION DISK EY4008_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY4008_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY4008_MARK LOGO: CGS EY4008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY4008 EY4008 HISTORY - Date Condition Report By EY4008 HISTORY - 1914 MONUMENTED CGS EY4008 HISTORY - 1933 MARK NOT FOUND CGS EY4008 HISTORY - 1949 MARK NOT FOUND CGS EY4008 EY4008 STATION DESCRIPTION EY4008 EY4008'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY4008'STATION IS ON THE W SIDE OF PUNGO RIVER, 2 MILES NW FROM WOODSTOCK EY4008'POINT OPPOSITE DURANTS POINT, IN A GROVE OF LARGE PINE TREES NEAR EY4008'A FARM FENCE FROM WHICH POINT SOME OF THE BUILDINGS CAN BE SEEN EY4008'A SHORT DISTANCE FROM THE EDGE OF THE WATER. EY4008' EY4008'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE EY4008'AND CONCRETE. EY4008' EY4008'THE REFERENCE MARK IS JUST OUTSIDE THE FENCE 17.63 METERS (57.8 EY4008'FEET) FROM THE STATION S 77 DEG 25 MIN W. EY4008' EY4008'THE CHIMNEY ON A NEARBY HOUSE IS S 16 DEG 06 MIN W. PANTEGO EY4008'CREEK LIGHT IS N 07 DEG 43 MIN E. EY4008 EY4008 STATION RECOVERY (1933) EY4008 EY4008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY4008'THE STATION IS LOST. REFERENCE MARK RECOVERED IN GOOD EY4008'CONDITION. THE SHORE LINE HAS ERODED ABOUT 75 OR 100 FEET. THE EY4008'REFERENCE MARK IS 9.30 METERS FROM THE SHORE LINE. EY4008' EY4008'A NEW STATION, GEM, WAS ESTABLISHED HERE, AND THE RECOVERED EY4008'REFERENCE MARK IS USED AGAIN AS REFERENCE MARK NO. 1 OF THE NEW EY4008'STATION. EY4008 EY4008 STATION RECOVERY (1949) EY4008 EY4008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4008'STATION AND R.M.S LOST. A NEW STATION, GEM 1933, WAS ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0704 *********************************************************************** EY0704 DESIGNATION - R 242 EY0704 PID - EY0704 EY0704 STATE/COUNTY- NC/BEAUFORT EY0704 USGS QUAD - HACKNEY (1983) EY0704 EY0704 *CURRENT SURVEY CONTROL EY0704 ___________________________________________________________________ EY0704* NAD 83(1986)- 35 27 27.95841(N) 077 03 35.21291(W) ADJUSTED EY0704* NAVD 88 - 8.888 (meters) 29.16 (feet) ADJUSTED EY0704 ___________________________________________________________________ EY0704 LAPLACE CORR- -1.90 (seconds) DEFLEC99 EY0704 GEOID HEIGHT- -36.73 (meters) GEOID03 EY0704 DYNAMIC HT - 8.880 (meters) 29.13 (feet) COMP EY0704 MODELED GRAV- 979,752.0 (mgal) NAVD 88 EY0704 EY0704 HORZ ORDER - SECOND EY0704 VERT ORDER - SECOND CLASS II EY0704 EY0704.The North Carolina HARNS have been completed but, EY0704.due to contractual restrictions, coordinates for these stations EY0704.will NOT be published in the near future. In the interim, the EY0704.published coordinates in North Carolina will not be EY0704.consistent with the Continuously Operating Reference Stations EY0704.(CORS). The HARN coordinates for these stations are available EY0704.upon request. Contact Gary Thompson(919-733-3836). EY0704. EY0704.In addition, the published North Carolina positions EY0704.(NAD 83 (1986)) are NOT consistent with those determined in EY0704.adjacent state readjustments. The discontinuity between stations EY0704.located in North Carolina and those in adjacent states EY0704.which have been adjusted to the HARN may be as much as 5 EY0704.decimeters. This will result in a significant loss of accuracy EY0704.over lines crossing such state borders. EY0704 EY0704 EY0704.The horizontal coordinates were established by classical geodetic methods EY0704.and adjusted by the National Geodetic Survey in April 1998. EY0704 EY0704.The orthometric height was determined by differential leveling EY0704.and adjusted by the National Geodetic Survey in June 1991. EY0704 EY0704.The Laplace correction was computed from DEFLEC99 derived deflections. EY0704 EY0704.The geoid height was determined by GEOID03. EY0704 EY0704.The dynamic height is computed by dividing the NAVD 88 EY0704.geopotential number by the normal gravity value computed on the EY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0704.degrees latitude (g = 980.6199 gals.). EY0704 EY0704.The modeled gravity was interpolated from observed gravity values. EY0704 EY0704; North East Units Scale Factor Converg. EY0704;SPC NC - 191,163.998 785,695.655 MT 0.99987903 +1 07 11.4 EY0704;SPC NC - 627,177.22 2,577,736.49 sFT 0.99987903 +1 07 11.4 EY0704;UTM 18 - 3,925,759.080 313,081.033 MT 1.00003058 -1 11 42.8 EY0704 EY0704! - Elev Factor x Scale Factor = Combined Factor EY0704!SPC NC - 1.00000437 x 0.99987903 = 0.99988340 EY0704!UTM 18 - 1.00000437 x 1.00003058 = 1.00003495 EY0704 EY0704 SUPERSEDED SURVEY CONTROL EY0704 EY0704 NGVD 29 (??/??/92) 9.212 (m) 30.22 (f) ADJ UNCH 2 2 EY0704 EY0704.Superseded values are not recommended for survey control. EY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0704.See file dsdata.txt to determine how the superseded data were derived. EY0704 EY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1308125759(NAD 83) EY0704_MARKER: DB = BENCH MARK DISK EY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0704_SP_SET: MONUMENT EY0704_STAMPING: R 242 1947 EY0704_MARK LOGO: CGS EY0704_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0704+STABILITY: SURFACE MOTION EY0704 EY0704 HISTORY - Date Condition Report By EY0704 HISTORY - 1947 MONUMENTED CGS EY0704 HISTORY - 1963 GOOD NGS EY0704 HISTORY - 19840101 GOOD NCGS EY0704 EY0704 STATION DESCRIPTION EY0704 EY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EY0704'4.7 MI SE FROM CHOCOWINITY. EY0704'TO REACH FROM CHOCOWINITY, TRAVEL VIA STATE HIGHWAY 33, 4.7 EY0704'MILES SE TO MARK. IT IS 49.7 FEET SW OF THE CENTERLINE OF STATE EY0704'HIGHWAY 33, 91.8 FEET N OF NW CORNER OF A FILLING STATION, EY0704'2.0 FEET N OF A WHITE REFERENCE POST. A STANDARD DISK STAMPED, EY0704'R 242 1947 AND SET IN THE TOP OF A 7 IN ROUND CONCRETE MONUMENT EY0704'PROJECTING 1 IN ABOVE THE GROUND. NOTE-- A SMALL HOUSE HAS BEEN EY0704'BUILT IN THE AREA OF THE MARK. EY0704 EY0704 STATION RECOVERY (1984) EY0704 EY0704'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EY0704'RECOVERED IN GOOD CONDITION. ADD--15.16 M (49.74 FT) SOUTHWEST OF THE EY0704'CENTERLINE OF THE HIGHWAY, 28.0 M (91.9 FT) NORTH OF THE NORTHWEST EY0704'CORNER OF A STORE, AND 3.0 M (9.8 FT) NORTH OF THE NORTH CORNER OF A EY0704'HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0414 *********************************************************************** EY0414 DESIGNATION - R 243 EY0414 PID - EY0414 EY0414 STATE/COUNTY- NC/BEAUFORT EY0414 USGS QUAD - BELHAVEN (1974) EY0414 EY0414 *CURRENT SURVEY CONTROL EY0414 ___________________________________________________________________ EY0414* NAD 83(1986)- 35 33 37.41316(N) 076 34 37.62387(W) ADJUSTED EY0414* NAVD 88 - 0.898 (meters) 2.95 (feet) ADJUSTED EY0414 ___________________________________________________________________ EY0414 LAPLACE CORR- -2.91 (seconds) DEFLEC99 EY0414 GEOID HEIGHT- -37.22 (meters) GEOID03 EY0414 DYNAMIC HT - 0.897 (meters) 2.94 (feet) COMP EY0414 MODELED GRAV- 979,779.7 (mgal) NAVD 88 EY0414 EY0414 HORZ ORDER - SECOND EY0414 VERT ORDER - THIRD EY0414 EY0414.The North Carolina HARNS have been completed but, EY0414.due to contractual restrictions, coordinates for these stations EY0414.will NOT be published in the near future. In the interim, the EY0414.published coordinates in North Carolina will not be EY0414.consistent with the Continuously Operating Reference Stations EY0414.(CORS). The HARN coordinates for these stations are available EY0414.upon request. Contact Gary Thompson(919-733-3836). EY0414. EY0414.In addition, the published North Carolina positions EY0414.(NAD 83 (1986)) are NOT consistent with those determined in EY0414.adjacent state readjustments. The discontinuity between stations EY0414.located in North Carolina and those in adjacent states EY0414.which have been adjusted to the HARN may be as much as 5 EY0414.decimeters. This will result in a significant loss of accuracy EY0414.over lines crossing such state borders. EY0414 EY0414 EY0414.The horizontal coordinates were established by classical geodetic methods EY0414.and adjusted by the National Geodetic Survey in July 1998. EY0414 EY0414.The orthometric height was determined by differential leveling EY0414.and adjusted by the National Geodetic Survey in June 1991. EY0414 EY0414.The Laplace correction was computed from DEFLEC99 derived deflections. EY0414 EY0414.The geoid height was determined by GEOID03. EY0414 EY0414.The dynamic height is computed by dividing the NAVD 88 EY0414.geopotential number by the normal gravity value computed on the EY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0414.degrees latitude (g = 980.6199 gals.). EY0414 EY0414.The modeled gravity was interpolated from observed gravity values. EY0414 EY0414; North East Units Scale Factor Converg. EY0414;SPC NC - 203,508.327 829,216.574 MT 0.99988705 +1 23 54.3 EY0414;SPC NC - 667,676.90 2,720,521.38 sFT 0.99988705 +1 23 54.3 EY0414;UTM 18 - 3,936,335.547 357,067.552 MT 0.99985176 -0 55 02.4 EY0414 EY0414! - Elev Factor x Scale Factor = Combined Factor EY0414!SPC NC - 1.00000570 x 0.99988705 = 0.99989275 EY0414!UTM 18 - 1.00000570 x 0.99985176 = 0.99985746 EY0414 EY0414 SUPERSEDED SURVEY CONTROL EY0414 EY0414 NAVD 88 (07/14/98) 0.90 (m) 3.0 (f) LEVELING 3 EY0414 NGVD 29 (??/??/92) 1.216 (m) 3.99 (f) ADJ UNCH 3 0 EY0414 EY0414.Superseded values are not recommended for survey control. EY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0414.See file dsdata.txt to determine how the superseded data were derived. EY0414 EY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5706836336(NAD 83) EY0414_MARKER: DB = BENCH MARK DISK EY0414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EY0414_SP_SET: HEADWALL EY0414_STAMPING: R 243 1948 EY0414_MARK LOGO: CGS EY0414_MAGNETIC: N = NO MAGNETIC MATERIAL EY0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0414+STABILITY: SURFACE MOTION EY0414 EY0414 HISTORY - Date Condition Report By EY0414 HISTORY - 1948 MONUMENTED CGS EY0414 HISTORY - 1963 GOOD NGS EY0414 HISTORY - 19820101 GOOD NCGS EY0414 EY0414 STATION DESCRIPTION EY0414 EY0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EY0414'3.1 MI NE FROM BELHAVEN. EY0414'THE HIGHWAY HAS BEEN REROUTED AT THE SITE. CORRECTIONS-- (1) EY0414'THE MARK IS IN THE SOUTHERLY HEADWALL OF AN ABANDONED CULVERT EY0414'ABOUT 30 FEET NORTH OF THE NORTH HEADWALL OF THE PRESENT CULVERT. EY0414'FROM THE POST OFFICE IN BELHAVEN, BEAUFORT COUNTY, ALONG U.S. EY0414'HIGHWAY 264 NORTHEAST 3.1 MILES TO HASLIN CORNER, 16.8 FEET EY0414'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 124.0 FEET EAST OF THE EY0414'CENTERLINE OF THE INTERSECTION OF AN UNPAVED ROAD AND HIGHWAY, EY0414'AND SET IN THE SOUTH HEADWALL. EY0414 EY0414 STATION RECOVERY (1982) EY0414 EY0414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0414'RECOVERED AS DESCRIBED. MARK IS LOCATED 76.0 FT (23.2 M) NORTH OF THE EY0414'CENTERLINE OF US 264, 112.0 FT (34.1 M) EAST OF THE CENTERLINE OF SR EY0414'1709, 37.6 FT (11.5 M) NORTHEAST OF THE WEST END OF A US 264 CULVERT EY0414'HEADWALL, AND 69.6 FT (21.2 M) EAST OF TELEPHONE PEDESTAL NO 264ER63N. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3932 *********************************************************************** EY3932 DESIGNATION - RAGGED POINT 2 EY3932 PID - EY3932 EY3932 STATE/COUNTY- NC/BEAUFORT EY3932 USGS QUAD - BLOUNTS BAY (1993) EY3932 EY3932 *CURRENT SURVEY CONTROL EY3932 ___________________________________________________________________ EY3932* NAD 83(1986)- 35 27 33.26135(N) 076 54 20.37692(W) ADJUSTED EY3932* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3932 ___________________________________________________________________ EY3932 LAPLACE CORR- -2.41 (seconds) DEFLEC99 EY3932 GEOID HEIGHT- -36.92 (meters) GEOID03 EY3932 EY3932 HORZ ORDER - THIRD EY3932 EY3932.The North Carolina HARNS have been completed but, EY3932.due to contractual restrictions, coordinates for these stations EY3932.will NOT be published in the near future. In the interim, the EY3932.published coordinates in North Carolina will not be EY3932.consistent with the Continuously Operating Reference Stations EY3932.(CORS). The HARN coordinates for these stations are available EY3932.upon request. Contact Gary Thompson(919-733-3836). EY3932. EY3932.In addition, the published North Carolina positions EY3932.(NAD 83 (1986)) are NOT consistent with those determined in EY3932.adjacent state readjustments. The discontinuity between stations EY3932.located in North Carolina and those in adjacent states EY3932.which have been adjusted to the HARN may be as much as 5 EY3932.decimeters. This will result in a significant loss of accuracy EY3932.over lines crossing such state borders. EY3932 EY3932 EY3932.The horizontal coordinates were established by classical geodetic methods EY3932.and adjusted by the National Geodetic Survey in July 1986. EY3932 EY3932.The orthometric height was scaled from a topographic map. EY3932 EY3932.The Laplace correction was computed from DEFLEC99 derived deflections. EY3932 EY3932.The geoid height was determined by GEOID03. EY3932 EY3932; North East Units Scale Factor Converg. EY3932;SPC NC - 191,611.625 799,678.255 MT 0.99987912 +1 12 31.6 EY3932;SPC NC - 628,645.81 2,623,611.07 sFT 0.99987912 +1 12 31.6 EY3932;UTM 18 - 3,925,641.566 327,071.983 MT 0.99996853 -1 06 20.9 EY3932 EY3932! - Elev Factor x Scale Factor = Combined Factor EY3932!SPC NC - 1.00000553 x 0.99987912 = 0.99988465 EY3932!UTM 18 - 1.00000553 x 0.99996853 = 0.99997406 EY3932 EY3932: Primary Azimuth Mark Grid Az EY3932:SPC NC - MAUL POINT 2 235 45 01.7 EY3932:UTM 18 - MAUL POINT 2 238 03 54.2 EY3932 EY3932|---------------------------------------------------------------------| EY3932| PID Reference Object Distance Geod. Az | EY3932| dddmmss.s | EY3932| EY5392 RAGGED POINT 2 RM 14.530 METERS 00123 | EY3932| EY3945 MAUL POINT 2 APPROX. 2.2 KM 2365733.3 | EY3932| EY3929 MAUL POINT LIGHT APPROX. 1.4 KM 2400441.3 | EY3932|---------------------------------------------------------------------| EY3932 EY3932 SUPERSEDED SURVEY CONTROL EY3932 EY3932 NAD 27 - 35 27 32.66800(N) 076 54 21.57000(W) AD( ) 3 EY3932 EY3932.Superseded values are not recommended for survey control. EY3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3932.See file dsdata.txt to determine how the superseded data were derived. EY3932 EY3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2707225642(NAD 83) EY3932_MARKER: DS = TRIANGULATION STATION DISK EY3932_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3932_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3932 EY3932 HISTORY - Date Condition Report By EY3932 HISTORY - 1914 MONUMENTED CGS EY3932 HISTORY - 1933 MARK NOT FOUND CGS EY3932 EY3932 STATION DESCRIPTION EY3932 EY3932'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3932'STATION IS LOCATED ON THE N SIDE OF PAMLICO RIVER, ABOUT 4-1/2 EY3932'MILES W FROM BATH CREEK ON RAGGED POINT, A SANDY RIDGE WHICH EY3932'EXTENDS OUT INTO THE RIVER IN THE FORM OF A SPIT, NEAR THE EY3932'TREE LINE ON THIS RIDGE, ABOUT 12 YARDS FROM THE WATER LINE. EY3932' EY3932'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3932'IN CONCRETE, IN THE TOPS OF TILES. EY3932' EY3932'REFERENCE MARK IS 14.53 METERS (47.7 FEET) FROM THE STATION EY3932'N 01 DEG 23 MIN E. MAULS POINT LIGHT IS S 60 DEG 05 MIN WH EY3932'FROM THE STATION. EY3932 EY3932 STATION RECOVERY (1933) EY3932 EY3932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3932'STATION AND AND REFERENCE MARKS WERE BOTH LOST. THE SANDY SPIT EY3932'IS BADLY WASHED, AND IN AN EXPOSED POSITION. EY3932' EY3932'A NEW STATION, DUCK, WITH TWO NEW REFERENCE MARKS HAS BEEN EY3932'ESTABLISHED IN THE VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4313 *********************************************************************** EY4313 DESIGNATION - RAILROAD EY4313 PID - EY4313 EY4313 STATE/COUNTY- NC/BEAUFORT EY4313 USGS QUAD - WASHINGTON (1983) EY4313 EY4313 *CURRENT SURVEY CONTROL EY4313 ___________________________________________________________________ EY4313* NAD 83(1986)- 35 31 48.91988(N) 077 04 24.04605(W) ADJUSTED EY4313* NAVD 88 - 9.03 (+/-2cm) 29.6 (feet) VERTCON EY4313 ___________________________________________________________________ EY4313 LAPLACE CORR- -2.25 (seconds) DEFLEC99 EY4313 GEOID HEIGHT- -36.63 (meters) GEOID03 EY4313 EY4313 HORZ ORDER - SECOND EY4313 VERT ORDER - THIRD ? (See Below) EY4313 EY4313.The North Carolina HARNS have been completed but, EY4313.due to contractual restrictions, coordinates for these stations EY4313.will NOT be published in the near future. In the interim, the EY4313.published coordinates in North Carolina will not be EY4313.consistent with the Continuously Operating Reference Stations EY4313.(CORS). The HARN coordinates for these stations are available EY4313.upon request. Contact Gary Thompson(919-733-3836). EY4313. EY4313.In addition, the published North Carolina positions EY4313.(NAD 83 (1986)) are NOT consistent with those determined in EY4313.adjacent state readjustments. The discontinuity between stations EY4313.located in North Carolina and those in adjacent states EY4313.which have been adjusted to the HARN may be as much as 5 EY4313.decimeters. This will result in a significant loss of accuracy EY4313.over lines crossing such state borders. EY4313 EY4313 EY4313.The horizontal coordinates were established by classical geodetic methods EY4313.and adjusted by the National Geodetic Survey in October 1990. EY4313 EY4313.The NAVD 88 height was computed by applying the VERTCON shift value to EY4313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4313.The vertical order pertains to the NGVD 29 superseded value. EY4313 EY4313.The Laplace correction was computed from DEFLEC99 derived deflections. EY4313 EY4313.The geoid height was determined by GEOID03. EY4313 EY4313; North East Units Scale Factor Converg. EY4313;SPC NC - 199,180.215 784,308.606 MT 0.99988436 +1 06 43.2 EY4313;SPC NC - 653,477.09 2,573,185.82 sFT 0.99988436 +1 06 43.2 EY4313;UTM 18 - 3,933,826.025 312,018.920 MT 1.00003548 -1 12 18.9 EY4313 EY4313! - Elev Factor x Scale Factor = Combined Factor EY4313!SPC NC - 1.00000433 x 0.99988436 = 0.99988869 EY4313!UTM 18 - 1.00000433 x 1.00003548 = 1.00003981 EY4313 EY4313 SUPERSEDED SURVEY CONTROL EY4313 EY4313 NGVD 29 (10/26/90) 9.36 (m) 30.7 (f) LEVELING 3 EY4313 EY4313.Superseded values are not recommended for survey control. EY4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4313.See file dsdata.txt to determine how the superseded data were derived. EY4313 EY4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1201933826(NAD 83) EY4313_MARKER: DE = TRAVERSE STATION DISK EY4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4313_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4313_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4313+STABILITY: SURFACE MOTION EY4313 EY4313 HISTORY - Date Condition Report By EY4313 HISTORY - 1979 MONUMENTED NCGS EY4313 HISTORY - 19890729 GOOD USPSQD EY4313 EY4313 STATION DESCRIPTION EY4313 EY4313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4313'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF WASHINGTON EY4313'AND 2.0 MILES NORTHEAST OF CHOCOWINITY. EY4313' EY4313'TO REACH STATION FROM THE SOUTH END OF THE US 17 BRIDGE OVER THE EY4313'PAMLICO RIVER, PROCEED SOUTHWEST ALONG US 17 FOR 0.95 MILE TO STATION EY4313'ON THE LEFT AT THE SOUTHEAST CORNER OF THE BRIDGE OVER NORFOLK EY4313'SOUTHERN RAILWAY. EY4313' EY4313'STATION MARK IS A STANDARD DISK STAMPED---RAILROAD 1979---SET IN TOP EY4313'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND EY4313'SURFACE. THE MARK IS 18.8 FEET SOUTHEAST OF CENTERLINE OF NORTH BOUND EY4313'LANES, 3.2 FEET SOUTH OF SOUTHWEST END OF EAST BRIDGE RAIL, 4.7 FEET EY4313'NORTHEAST OF SOUTH END OF CONCRETE WHEEL GUARD AND 12.7 FEET NORTHEAST EY4313'OF REFLECTOR POST WITH REFERENCE TAG. EY4313 EY4313 STATION RECOVERY (1989) EY4313 EY4313'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY4313'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2149 *********************************************************************** EY2149 DESIGNATION - RAIN EY2149 PID - EY2149 EY2149 STATE/COUNTY- NC/BEAUFORT EY2149 USGS QUAD - WASHINGTON (1983) EY2149 EY2149 *CURRENT SURVEY CONTROL EY2149 ___________________________________________________________________ EY2149* NAD 83(1986)- 35 30 44.82283(N) 077 03 11.69284(W) ADJUSTED EY2149* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2149 ___________________________________________________________________ EY2149 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY2149 GEOID HEIGHT- -36.68 (meters) GEOID03 EY2149 EY2149 HORZ ORDER - THIRD EY2149 EY2149.The North Carolina HARNS have been completed but, EY2149.due to contractual restrictions, coordinates for these stations EY2149.will NOT be published in the near future. In the interim, the EY2149.published coordinates in North Carolina will not be EY2149.consistent with the Continuously Operating Reference Stations EY2149.(CORS). The HARN coordinates for these stations are available EY2149.upon request. Contact Gary Thompson(919-733-3836). EY2149. EY2149.In addition, the published North Carolina positions EY2149.(NAD 83 (1986)) are NOT consistent with those determined in EY2149.adjacent state readjustments. The discontinuity between stations EY2149.located in North Carolina and those in adjacent states EY2149.which have been adjusted to the HARN may be as much as 5 EY2149.decimeters. This will result in a significant loss of accuracy EY2149.over lines crossing such state borders. EY2149 EY2149 EY2149.The horizontal coordinates were established by classical geodetic methods EY2149.and adjusted by the National Geodetic Survey in July 1986. EY2149 EY2149.The orthometric height was scaled from a topographic map. EY2149 EY2149.The Laplace correction was computed from DEFLEC99 derived deflections. EY2149 EY2149.The geoid height was determined by GEOID03. EY2149 EY2149; North East Units Scale Factor Converg. EY2149;SPC NC - 197,240.942 786,169.586 MT 0.99988291 +1 07 25.0 EY2149;SPC NC - 647,114.66 2,579,291.38 sFT 0.99988291 +1 07 25.0 EY2149;UTM 18 - 3,931,812.806 313,800.242 MT 1.00002726 -1 11 34.9 EY2149 EY2149! - Elev Factor x Scale Factor = Combined Factor EY2149!SPC NC - 1.00000581 x 0.99988291 = 0.99988872 EY2149!UTM 18 - 1.00000581 x 1.00002726 = 1.00003307 EY2149 EY2149: Primary Azimuth Mark Grid Az EY2149:SPC NC - LONE 114 56 49.0 EY2149:UTM 18 - LONE 117 15 48.9 EY2149 EY2149|---------------------------------------------------------------------| EY2149| PID Reference Object Distance Geod. Az | EY2149| dddmmss.s | EY2149| EY4611 RAIN RM 1 14.767 METERS 01823 | EY2149| EY2131 LONE APPROX. 1.1 KM 1160414.0 | EY2149| EY2096 AXON 493.907 METERS 1940940.9 | EY2149|---------------------------------------------------------------------| EY2149 EY2149 SUPERSEDED SURVEY CONTROL EY2149 EY2149 NAD 27 - 35 30 44.24000(N) 077 03 12.86300(W) AD( ) 3 EY2149 EY2149.Superseded values are not recommended for survey control. EY2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2149.See file dsdata.txt to determine how the superseded data were derived. EY2149 EY2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1380031813(NAD 83) EY2149_MARKER: DS = TRIANGULATION STATION DISK EY2149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2149_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2149 EY2149 HISTORY - Date Condition Report By EY2149 HISTORY - 1935 MONUMENTED CGS EY2149 HISTORY - 1949 GOOD CGS EY2149 EY2149 STATION DESCRIPTION EY2149 EY2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2149'THIS STATION IS ON THE N SIDE OF CHOCOWINITY BAY ON A SMALL EY2149'MARSH POINT ON THE W SIDE OF THE ENTRANCE TO A SMALL CREEK ACROSS EY2149'FROM AND NE OF THE MOUTH OF CHOCOWINITY CREEK. STATION IS 7.6 EY2149'METERS FROM SSW SHORE LINE, 195 DEG MAGNETIC. 5.8 METERS FROM EY2149'SE SHORE LINE, 120 DEG MAGNETIC. 5.2 METERS FROM WNW SHORE LINE, EY2149'290 DEG MAGNETIC. 9.7 METERS FROM BLAZE (WITH 3 NAILS) ON EY2149'12-INCH CYPRESS TREE ON POINT OF SHORE ON RANGE WITH MOUTH OF EY2149'CHOCOWINITY CREEK. EY2149' EY2149'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2149'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2149'POST DRIVEN INTO THE MARSH, MARK PROJECTING 5 INCHES. EY2149' EY2149'REFERENCE MARK NO.1 IS STANDARD REFERENCE DISK SET IN 8- BY EY2149'30-INCH TILE PROJECTING 5 INCHES. EY2149 EY2149 STATION RECOVERY (1949) EY2149 EY2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2149'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION. THE EY2149'DISTANCE TO THE REFERENCE WAS MEASURED WITH A STEEL TAPE AND EY2149'FOUND TO BE CORRECT. THE DESCRIPTION IS ADEQUATE, EXCEPT ADD-- EY2149' EY2149'REFERENCE MARK IS N OF THE STATION, 85.6 FEET E OF A 16-INCH EY2149'CYPRESS ON THE W SIDE OF THE POINT, 76.0 FEET N OF A DEAD, BLAZED, EY2149'16-INCH CYPRESS ON THE EXTREME TIP OF THE POINT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5916 *********************************************************************** AE5916 DESIGNATION - RALE AE5916 PID - AE5916 AE5916 STATE/COUNTY- NC/BEAUFORT AE5916 USGS QUAD - AURORA (1993) AE5916 AE5916 *CURRENT SURVEY CONTROL AE5916 ___________________________________________________________________ AE5916* NAD 83(1986)- 35 21 52.27743(N) 076 46 27.18246(W) ADJUSTED AE5916* NAVD 88 - 2.950 (meters) 9.68 (feet) ADJUSTED AE5916 ___________________________________________________________________ AE5916 LAPLACE CORR- -1.19 (seconds) DEFLEC99 AE5916 GEOID HEIGHT- -37.20 (meters) GEOID03 AE5916 DYNAMIC HT - 2.947 (meters) 9.67 (feet) COMP AE5916 MODELED GRAV- 979,747.3 (mgal) NAVD 88 AE5916 AE5916 HORZ ORDER - SECOND AE5916 VERT ORDER - SECOND CLASS II AE5916 AE5916.The North Carolina HARNS have been completed but, AE5916.due to contractual restrictions, coordinates for these stations AE5916.will NOT be published in the near future. In the interim, the AE5916.published coordinates in North Carolina will not be AE5916.consistent with the Continuously Operating Reference Stations AE5916.(CORS). The HARN coordinates for these stations are available AE5916.upon request. Contact Gary Thompson(919-733-3836). AE5916. AE5916.In addition, the published North Carolina positions AE5916.(NAD 83 (1986)) are NOT consistent with those determined in AE5916.adjacent state readjustments. The discontinuity between stations AE5916.located in North Carolina and those in adjacent states AE5916.which have been adjusted to the HARN may be as much as 5 AE5916.decimeters. This will result in a significant loss of accuracy AE5916.over lines crossing such state borders. AE5916 AE5916 AE5916.The horizontal coordinates were established by classical geodetic methods AE5916.and adjusted by the National Geodetic Survey in April 1998. AE5916 AE5916.The orthometric height was determined by differential leveling AE5916.and adjusted by the National Geodetic Survey in June 1998. AE5916 AE5916.The Laplace correction was computed from DEFLEC99 derived deflections. AE5916 AE5916.The geoid height was determined by GEOID03. AE5916 AE5916.The dynamic height is computed by dividing the NAVD 88 AE5916.geopotential number by the normal gravity value computed on the AE5916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5916.degrees latitude (g = 980.6199 gals.). AE5916 AE5916.The modeled gravity was interpolated from observed gravity values. AE5916 AE5916; North East Units Scale Factor Converg. AE5916;SPC NC - 181,366.381 811,841.318 MT 0.99987452 +1 17 04.8 AE5916;SPC NC - 595,032.87 2,663,516.06 sFT 0.99987452 +1 17 04.8 AE5916;UTM 18 - 3,914,913.033 338,812.419 MT 0.99992019 -1 01 37.5 AE5916 AE5916! - Elev Factor x Scale Factor = Combined Factor AE5916!SPC NC - 1.00000538 x 0.99987452 = 0.99987989 AE5916!UTM 18 - 1.00000538 x 0.99992019 = 0.99992557 AE5916 AE5916 SUPERSEDED SURVEY CONTROL AE5916 AE5916 NGVD 29 (04/29/98) 3.30 (m) 10.8 (f) LEVELING 3 AE5916 AE5916.Superseded values are not recommended for survey control. AE5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5916.See file dsdata.txt to determine how the superseded data were derived. AE5916 AE5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3881214913(NAD 83) AE5916_MARKER: DH = HORIZONTAL CONTROL DISK AE5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5916_STAMPING: RALE 1983 AE5916_MARK LOGO: NCGS AE5916_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5916+STABILITY: SURFACE MOTION AE5916 AE5916 HISTORY - Date Condition Report By AE5916 HISTORY - 1983 MONUMENTED NCGS AE5916 AE5916 STATION DESCRIPTION AE5916 AE5916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5916'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF AURORA AND 10.1 KM AE5916'(6.25 MI) EAST-NORTHEAST OF EDWARD. ALONG NC 306 FOR 8.8 KM (5.45 MI) AE5916'NORTH OF NC 33 (IN WEST AURORA), OR 0.5 KM (0.30 MI) SOUTH OF THE AE5916'NORFOLK AND SOUTHERN RAILROAD. MARK IS RECESSED 4 INCHES BELOW GROUND. AE5916'LOCATED 6.4 M (21.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AE5916'1.0 M (3.3 FT) SOUTHEAST OF A GUARD RAIL, AND 1.2 M (3.9 FT) SOUTHEAST AE5916'OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4098 *********************************************************************** EY4098 DESIGNATION - RATCLIFF EY4098 PID - EY4098 EY4098 STATE/COUNTY- NC/BEAUFORT EY4098 USGS QUAD - PINETOWN (1974) EY4098 EY4098 *CURRENT SURVEY CONTROL EY4098 ___________________________________________________________________ EY4098* NAD 83(1986)- 35 31 38.81990(N) 076 45 34.69245(W) ADJUSTED EY4098* NAVD 88 - 2.686 (meters) 8.81 (feet) ADJUSTED EY4098 ___________________________________________________________________ EY4098 LAPLACE CORR- -1.87 (seconds) DEFLEC99 EY4098 GEOID HEIGHT- -37.01 (meters) GEOID03 EY4098 DYNAMIC HT - 2.683 (meters) 8.80 (feet) COMP EY4098 MODELED GRAV- 979,763.0 (mgal) NAVD 88 EY4098 EY4098 HORZ ORDER - SECOND EY4098 VERT ORDER - SECOND CLASS II EY4098 EY4098.The North Carolina HARNS have been completed but, EY4098.due to contractual restrictions, coordinates for these stations EY4098.will NOT be published in the near future. In the interim, the EY4098.published coordinates in North Carolina will not be EY4098.consistent with the Continuously Operating Reference Stations EY4098.(CORS). The HARN coordinates for these stations are available EY4098.upon request. Contact Gary Thompson(919-733-3836). EY4098. EY4098.In addition, the published North Carolina positions EY4098.(NAD 83 (1986)) are NOT consistent with those determined in EY4098.adjacent state readjustments. The discontinuity between stations EY4098.located in North Carolina and those in adjacent states EY4098.which have been adjusted to the HARN may be as much as 5 EY4098.decimeters. This will result in a significant loss of accuracy EY4098.over lines crossing such state borders. EY4098 EY4098 EY4098.The horizontal coordinates were established by classical geodetic methods EY4098.and adjusted by the National Geodetic Survey in July 1998. EY4098 EY4098.The orthometric height was determined by differential leveling EY4098.and adjusted by the National Geodetic Survey in June 1991. EY4098 EY4098.The Laplace correction was computed from DEFLEC99 derived deflections. EY4098 EY4098.The geoid height was determined by GEOID03. EY4098 EY4098.The dynamic height is computed by dividing the NAVD 88 EY4098.geopotential number by the normal gravity value computed on the EY4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4098.degrees latitude (g = 980.6199 gals.). EY4098 EY4098.The modeled gravity was interpolated from observed gravity values. EY4098 EY4098; North East Units Scale Factor Converg. EY4098;SPC NC - 199,466.098 812,758.041 MT 0.99988413 +1 17 35.1 EY4098;SPC NC - 654,415.02 2,666,523.67 sFT 0.99988413 +1 17 35.1 EY4098;UTM 18 - 3,932,961.675 340,459.183 MT 0.99991367 -1 01 21.8 EY4098 EY4098! - Elev Factor x Scale Factor = Combined Factor EY4098!SPC NC - 1.00000539 x 0.99988413 = 0.99988952 EY4098!UTM 18 - 1.00000539 x 0.99991367 = 0.99991906 EY4098 EY4098 SUPERSEDED SURVEY CONTROL EY4098 EY4098 NAVD 88 (07/14/98) 2.69 (m) 8.8 (f) LEVELING 3 EY4098 EY4098.Superseded values are not recommended for survey control. EY4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4098.See file dsdata.txt to determine how the superseded data were derived. EY4098 EY4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4045932962(NAD 83) EY4098_MARKER: DE = TRAVERSE STATION DISK EY4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4098_SP_SET: CONCRETE POST EY4098_STAMPING: RATCLIFF 1982 EY4098_MARK LOGO: NCGS EY4098_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4098+STABILITY: SURFACE MOTION EY4098 EY4098 HISTORY - Date Condition Report By EY4098 HISTORY - 1982 MONUMENTED NCGS EY4098 HISTORY - 19840601 GOOD NCGS EY4098 EY4098 STATION DESCRIPTION EY4098 EY4098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4098'11.1 KM (6.9 MI) SW FROM PANTEGO. EY4098'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) SOUTHWEST OF PANTEGO EY4098'AND 27.2 KM (16.9 MI) EAST OF WASHINGTON. ALONG US 264 FOR 1.8 KM EY4098'(1.1 MI) WEST FROM YEATESVILLE, OR 1.4 KM (0.9 MI) EAST FROM THE EY4098'INTERSECTION WITH SR 1611, IN THE SOUTH SHOULDER. THE STATION IS A EY4098'STANDARD NCGS DISK STAMPED---RATCLIFF 1982---, SET INTO THE TOP OF A EY4098'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 13 CM BELOW EY4098'GROUND. LOCATED 5.6 METERS (18.3 FT) SOUTH OF THE CENTERLINE OF US EY4098'264, 27.1 METERS (89.0 FT) NORTHEAST OF A 24-INCH PECAN, 37.3 METERS EY4098'(122.4 FT) EAST OF THE EAST END OF A CONCRETE HEADWALL--AND 27.8 EY4098'METERS (91.2 FT) SOUTHEAST OF A POWER POLE, 21.5 METERS (70.5 FT) EY4098'SOUTHWEST OF A FENCE POST, AND 24.0 METERS (78.8 FT) EAST OF A POWER EY4098'POLE--ALL THREE WITH REFERENCE TAGS. EY4098 EY4098 STATION RECOVERY (1984) EY4098 EY4098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4098'STATION IS LOCATED ABOUT 11.1 KM (6.90 MI) SOUTHWEST OF PANTEGO AND EY4098'27.2 KM (16.90 MI) EAST OF WASHINGTON. ALONG US 264 FOR 1.8 KM (1.10 EY4098'MI) WEST FROM YEATESVILLE, OR 1.4 KM (0.85 MI) EAST FROM SR 1611, IN EY4098'THE SOUTH SHOULDER. MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED EY4098'5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF US 264, 27.1 M (88.9 FT) EY4098'NORTHEAST OF A 24-INCH PECAN, 37.3 M (122.4 FT) EAST OF THE EAST END EY4098'OF A CONCRETE HEADWALL--AND 27.8 M (91.2 FT) SOUTHEAST OF A POWER EY4098'POLE, 21.5 M (70.5 FT) SOUTHWEST OF A FENCE POST, AND 24.0 M (78.7 FT) EY4098'EAST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5930 *********************************************************************** AE5930 DESIGNATION - RATTLER AE5930 PID - AE5930 AE5930 STATE/COUNTY- NC/BEAUFORT AE5930 USGS QUAD - SOUTH CREEK (1993) AE5930 AE5930 *CURRENT SURVEY CONTROL AE5930 ___________________________________________________________________ AE5930* NAD 83(1986)- 35 16 16.42158(N) 076 38 46.05778(W) ADJUSTED AE5930* NAVD 88 - 0.972 (meters) 3.19 (feet) ADJUSTED AE5930 ___________________________________________________________________ AE5930 LAPLACE CORR- -0.52 (seconds) DEFLEC99 AE5930 GEOID HEIGHT- -37.32 (meters) GEOID03 AE5930 DYNAMIC HT - 0.971 (meters) 3.19 (feet) COMP AE5930 MODELED GRAV- 979,756.9 (mgal) NAVD 88 AE5930 AE5930 HORZ ORDER - SECOND AE5930 VERT ORDER - SECOND CLASS II AE5930 AE5930.The North Carolina HARNS have been completed but, AE5930.due to contractual restrictions, coordinates for these stations AE5930.will NOT be published in the near future. In the interim, the AE5930.published coordinates in North Carolina will not be AE5930.consistent with the Continuously Operating Reference Stations AE5930.(CORS). The HARN coordinates for these stations are available AE5930.upon request. Contact Gary Thompson(919-733-3836). AE5930. AE5930.In addition, the published North Carolina positions AE5930.(NAD 83 (1986)) are NOT consistent with those determined in AE5930.adjacent state readjustments. The discontinuity between stations AE5930.located in North Carolina and those in adjacent states AE5930.which have been adjusted to the HARN may be as much as 5 AE5930.decimeters. This will result in a significant loss of accuracy AE5930.over lines crossing such state borders. AE5930 AE5930 AE5930.The horizontal coordinates were established by classical geodetic methods AE5930.and adjusted by the National Geodetic Survey in April 1998. AE5930 AE5930.The orthometric height was determined by differential leveling AE5930.and adjusted by the National Geodetic Survey in June 1998. AE5930 AE5930.The Laplace correction was computed from DEFLEC99 derived deflections. AE5930 AE5930.The geoid height was determined by GEOID03. AE5930 AE5930.The dynamic height is computed by dividing the NAVD 88 AE5930.geopotential number by the normal gravity value computed on the AE5930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5930.degrees latitude (g = 980.6199 gals.). AE5930 AE5930.The modeled gravity was interpolated from observed gravity values. AE5930 AE5930; North East Units Scale Factor Converg. AE5930;SPC NC - 171,288.507 823,723.162 MT 0.99987265 +1 21 30.9 AE5930;SPC NC - 561,969.04 2,702,498.41 sFT 0.99987265 +1 21 30.9 AE5930;UTM 18 - 3,904,364.077 350,278.597 MT 0.99987626 -0 57 02.6 AE5930 AE5930! - Elev Factor x Scale Factor = Combined Factor AE5930!SPC NC - 1.00000571 x 0.99987265 = 0.99987835 AE5930!UTM 18 - 1.00000571 x 0.99987626 = 0.99988196 AE5930 AE5930 SUPERSEDED SURVEY CONTROL AE5930 AE5930 NGVD 29 (04/29/98) 1.31 (m) 4.3 (f) LEVELING 3 AE5930 AE5930.Superseded values are not recommended for survey control. AE5930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5930.See file dsdata.txt to determine how the superseded data were derived. AE5930 AE5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5027904364(NAD 83) AE5930_MARKER: DH = HORIZONTAL CONTROL DISK AE5930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5930_STAMPING: RATTLER 1983 AE5930_MARK LOGO: NCGS AE5930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5930+STABILITY: SURFACE MOTION AE5930 AE5930 HISTORY - Date Condition Report By AE5930 HISTORY - 1983 MONUMENTED NCGS AE5930 AE5930 STATION DESCRIPTION AE5930 AE5930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5930'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) WEST-NORTHWEST OF HOBUCKEN, AE5930'AND 13.7 KM (8.50 MI) EAST-SOUTHEAST OF AURORA. ALONG NC 33 FOR 1.3 KM AE5930'(0.80 MI) NORTHWEST OF THE SMITH CREEK BRIDGE, OR 6.2 KM (3.85 MI) AE5930'NORTHWEST OF NC 304, ABOUT 350 YARDS EAST OF A WOODS ROAD. MARK IS AE5930'RECESSED 2 INCHES BELOW GROUND AND IS ABOUT 1 FOOT (0.3 M) LOWER THAN AE5930'THE HIGHWAY. LOCATED 6.9 M (22.6 FT) NORTH-NORTHEAST OF THE CENTERLINE AE5930'OF THE HIGHWAY, 86.2 M (282.8 FT) EAST OF THE SOUTH END OF THE AE5930'EASTMOST HIGHWAY CULVERT--AND 26.6 M (87.3 FT) NORTH-NORTHWEST OF A AE5930'POWER POLE, 6.4 M (21.0 FT) SOUTH-SOUTHEAST OF A 12-INCH PINE--BOTH AE5930'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5920 *********************************************************************** AE5920 DESIGNATION - REC AE5920 PID - AE5920 AE5920 STATE/COUNTY- NC/BEAUFORT AE5920 USGS QUAD - SOUTH CREEK (1993) AE5920 AE5920 *CURRENT SURVEY CONTROL AE5920 ___________________________________________________________________ AE5920* NAD 83(1986)- 35 22 05.80927(N) 076 43 27.50938(W) ADJUSTED AE5920* NAVD 88 - 1.638 (meters) 5.37 (feet) ADJUSTED AE5920 ___________________________________________________________________ AE5920 LAPLACE CORR- -0.89 (seconds) DEFLEC99 AE5920 GEOID HEIGHT- -37.23 (meters) GEOID03 AE5920 DYNAMIC HT - 1.637 (meters) 5.37 (feet) COMP AE5920 MODELED GRAV- 979,752.7 (mgal) NAVD 88 AE5920 AE5920 HORZ ORDER - SECOND AE5920 VERT ORDER - SECOND CLASS II AE5920 AE5920.The North Carolina HARNS have been completed but, AE5920.due to contractual restrictions, coordinates for these stations AE5920.will NOT be published in the near future. In the interim, the AE5920.published coordinates in North Carolina will not be AE5920.consistent with the Continuously Operating Reference Stations AE5920.(CORS). The HARN coordinates for these stations are available AE5920.upon request. Contact Gary Thompson(919-733-3836). AE5920. AE5920.In addition, the published North Carolina positions AE5920.(NAD 83 (1986)) are NOT consistent with those determined in AE5920.adjacent state readjustments. The discontinuity between stations AE5920.located in North Carolina and those in adjacent states AE5920.which have been adjusted to the HARN may be as much as 5 AE5920.decimeters. This will result in a significant loss of accuracy AE5920.over lines crossing such state borders. AE5920 AE5920 AE5920.The horizontal coordinates were established by classical geodetic methods AE5920.and adjusted by the National Geodetic Survey in April 1998. AE5920 AE5920.The orthometric height was determined by differential leveling AE5920.and adjusted by the National Geodetic Survey in June 1998. AE5920 AE5920.The Laplace correction was computed from DEFLEC99 derived deflections. AE5920 AE5920.The geoid height was determined by GEOID03. AE5920 AE5920.The dynamic height is computed by dividing the NAVD 88 AE5920.geopotential number by the normal gravity value computed on the AE5920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5920.degrees latitude (g = 980.6199 gals.). AE5920 AE5920.The modeled gravity was interpolated from observed gravity values. AE5920 AE5920; North East Units Scale Factor Converg. AE5920;SPC NC - 181,886.071 816,365.846 MT 0.99987465 +1 18 48.5 AE5920;SPC NC - 596,737.88 2,678,360.28 sFT 0.99987465 +1 18 48.5 AE5920;UTM 18 - 3,915,249.808 343,354.394 MT 0.99990240 -0 59 53.8 AE5920 AE5920! - Elev Factor x Scale Factor = Combined Factor AE5920!SPC NC - 1.00000559 x 0.99987465 = 0.99988024 AE5920!UTM 18 - 1.00000559 x 0.99990240 = 0.99990799 AE5920 AE5920 SUPERSEDED SURVEY CONTROL AE5920 AE5920 NGVD 29 (04/29/98) 1.99 (m) 6.5 (f) LEVELING 3 AE5920 AE5920.Superseded values are not recommended for survey control. AE5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5920.See file dsdata.txt to determine how the superseded data were derived. AE5920 AE5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4335415250(NAD 83) AE5920_MARKER: DH = HORIZONTAL CONTROL DISK AE5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5920_STAMPING: REC 1983 AE5920_MARK LOGO: NCGS AE5920_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5920+STABILITY: SURFACE MOTION AE5920 AE5920 HISTORY - Date Condition Report By AE5920 HISTORY - 1983 MONUMENTED NCGS AE5920 AE5920 STATION DESCRIPTION AE5920 AE5920'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5920'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTHEAST OF AURORA AND 15.1 AE5920'KM (9.40 MI) EAST-NORTHEAST OF EDWARD. ALONG SR 1004 FOR 2.5 KM (1.55 AE5920'MI) EAST-SOUTHEAST FROM THE FERRY LOADING DOCK AT THE NC 306 AND SR AE5920'1004 INTERSECTION, OR 2.9 KM (1.80 MI) WEST-NORTHWEST OF THE END OF SR AE5920'1004 AT HICKORY POINT, AND 0.2 KM (0.10 MI) SOUTH OF THE ENTRANCE TO AE5920'TEXASGULF RECREATION FACILITY. MARK IS RECESSED 2 INCHES BELOW GROUND. AE5920'LOCATED 25.6 M (84.0 FT) NORTHEAST OF THE CENTERLINE OF SR 1004, 0.45 AE5920'M (1.48 FT) NORTHEAST OF A WITNESS POST--AND 4.52 M (14.83 FT) AE5920'EAST-NORTHEAST OF AN 8-INCH PINE, 20.3 M (66.6 FT) NORTH OF A POWER AE5920'POLE, 17.4 M (57.1 FT) WEST-SOUTHWEST OF AN 8-INCH PINE, 36.83 M AE5920'(120.83 FT) NORTH-NORTHEAST OF A 10-INCH PINE--ALL FOUR WITH A AE5920'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3501 *********************************************************************** EY3501 DESIGNATION - REED EY3501 PID - EY3501 EY3501 STATE/COUNTY- NC/BEAUFORT EY3501 USGS QUAD - LOWLAND (1993) EY3501 EY3501 *CURRENT SURVEY CONTROL EY3501 ___________________________________________________________________ EY3501* NAD 83(1986)- 35 20 29.51760(N) 076 36 49.75427(W) ADJUSTED EY3501* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3501 ___________________________________________________________________ EY3501 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EY3501 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3501 EY3501 HORZ ORDER - THIRD EY3501 EY3501.The North Carolina HARNS have been completed but, EY3501.due to contractual restrictions, coordinates for these stations EY3501.will NOT be published in the near future. In the interim, the EY3501.published coordinates in North Carolina will not be EY3501.consistent with the Continuously Operating Reference Stations EY3501.(CORS). The HARN coordinates for these stations are available EY3501.upon request. Contact Gary Thompson(919-733-3836). EY3501. EY3501.In addition, the published North Carolina positions EY3501.(NAD 83 (1986)) are NOT consistent with those determined in EY3501.adjacent state readjustments. The discontinuity between stations EY3501.located in North Carolina and those in adjacent states EY3501.which have been adjusted to the HARN may be as much as 5 EY3501.decimeters. This will result in a significant loss of accuracy EY3501.over lines crossing such state borders. EY3501 EY3501 EY3501.The horizontal coordinates were established by classical geodetic methods EY3501.and adjusted by the National Geodetic Survey in July 1986. EY3501 EY3501.The orthometric height was scaled from a topographic map. EY3501 EY3501.The Laplace correction was computed from DEFLEC99 derived deflections. EY3501 EY3501.The geoid height was determined by GEOID03. EY3501 EY3501; North East Units Scale Factor Converg. EY3501;SPC NC - 179,155.437 826,473.941 MT 0.99987381 +1 22 38.0 EY3501;SPC NC - 587,779.13 2,711,523.25 sFT 0.99987381 +1 22 38.0 EY3501;UTM 18 - 3,912,113.716 353,344.234 MT 0.99986506 -0 56 01.2 EY3501 EY3501! - Elev Factor x Scale Factor = Combined Factor EY3501!SPC NC - 1.00000575 x 0.99987381 = 0.99987956 EY3501!UTM 18 - 1.00000575 x 0.99986506 = 0.99987081 EY3501 EY3501: Primary Azimuth Mark Grid Az EY3501:SPC NC - ADAMS 016 10 36.6 EY3501:UTM 18 - ADAMS 018 29 15.8 EY3501 EY3501|---------------------------------------------------------------------| EY3501| PID Reference Object Distance Geod. Az | EY3501| dddmmss.s | EY3501| EY3443 ADAMS APPROX. 5.5 KM 0173314.6 | EY3501| EY3459 PUNGO RIVER LIGHT APPROX. 6.3 KM 0434555.9 | EY3501| EY3502 REEDS HAMMOCK LIGHT APPROX. 1.3 KM 1192315.0 | EY3501| EY5400 REED RM 1 11.870 METERS 24150 | EY3501|---------------------------------------------------------------------| EY3501 EY3501 SUPERSEDED SURVEY CONTROL EY3501 EY3501 NAD 27 - 35 20 28.91400(N) 076 36 51.01400(W) AD( ) 3 EY3501 EY3501.Superseded values are not recommended for survey control. EY3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3501.See file dsdata.txt to determine how the superseded data were derived. EY3501 EY3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5334412114(NAD 83) EY3501_MARKER: DS = TRIANGULATION STATION DISK EY3501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3501_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3501 EY3501 HISTORY - Date Condition Report By EY3501 HISTORY - 1914 MONUMENTED USE EY3501 HISTORY - 1948 MARK NOT FOUND CGS EY3501 EY3501 STATION DESCRIPTION EY3501 EY3501'DESCRIBED BY US ENGINEERS 1914 (PCW) EY3501'STATION IS ON THE S SIDE OF PAMLICO RIVER, AT THE W SIDE OF EY3501'THE ENTRANCE TO GOOSE CREEK, ON THE EXTREME NE POINT OF EY3501'REEDS HAMMOCK ISLAND, ON A SANDY MARSH WHICH EXTENDS OUT ABOUT EY3501'30 YARDS FROM THE TREE LINE, 2 YARDS W AND 6 YARDS S FROM EY3501'SHORE LINE. EY3501' EY3501'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3501'IN CONCRETE, IN THE TOPS OF TILES. EY3501' EY3501'REFERENCE MARK IS 11.87 METERS (38.9 FEET) FROM THE STATION EY3501'S 61 DEG 50 MIN W. PUNGO RIVER LIGHT IS N 43 DEG 46 MIN E EY3501'FROM THE STATION. EY3501 EY3501 STATION RECOVERY (1948) EY3501 EY3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3501'THE STATION AND ITS REFERENCE MARK WAS NOT FOUND. A THOROUGH EY3501'SEARCH WAS MADE BY A THREE-MAN PARTY FOR ONE HOUR, BUT NO EY3501'TRACE OF THE STATION OR REFERENCE MARK COULD BE FOUND. THE EY3501'POINT ON WHICH THE STATION IS LOCATED HAS ERODED CONSIDERABLY EY3501'AND THE AREA REMAINING HAS FILLED IN WITH SHELLS. IT IS EY3501'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4135 *********************************************************************** EY4135 DESIGNATION - REKA AZ MK EY4135 PID - EY4135 EY4135 STATE/COUNTY- NC/BEAUFORT EY4135 USGS QUAD - PINETOWN (1974) EY4135 EY4135 *CURRENT SURVEY CONTROL EY4135 ___________________________________________________________________ EY4135* NAD 83(1986)- 35 32 21.65348(N) 076 50 56.14983(W) ADJUSTED EY4135* NAVD 88 - 6.653 (meters) 21.83 (feet) ADJUSTED EY4135 ___________________________________________________________________ EY4135 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY4135 GEOID HEIGHT- -36.89 (meters) GEOID03 EY4135 DYNAMIC HT - 6.647 (meters) 21.81 (feet) COMP EY4135 MODELED GRAV- 979,762.8 (mgal) NAVD 88 EY4135 EY4135 HORZ ORDER - SECOND EY4135 VERT ORDER - SECOND CLASS II EY4135 EY4135.The North Carolina HARNS have been completed but, EY4135.due to contractual restrictions, coordinates for these stations EY4135.will NOT be published in the near future. In the interim, the EY4135.published coordinates in North Carolina will not be EY4135.consistent with the Continuously Operating Reference Stations EY4135.(CORS). The HARN coordinates for these stations are available EY4135.upon request. Contact Gary Thompson(919-733-3836). EY4135. EY4135.In addition, the published North Carolina positions EY4135.(NAD 83 (1986)) are NOT consistent with those determined in EY4135.adjacent state readjustments. The discontinuity between stations EY4135.located in North Carolina and those in adjacent states EY4135.which have been adjusted to the HARN may be as much as 5 EY4135.decimeters. This will result in a significant loss of accuracy EY4135.over lines crossing such state borders. EY4135 EY4135 EY4135.The horizontal coordinates were established by classical geodetic methods EY4135.and adjusted by the National Geodetic Survey in July 1998. EY4135 EY4135.The orthometric height was determined by differential leveling EY4135.and adjusted by the National Geodetic Survey in June 1991. EY4135 EY4135.The Laplace correction was computed from DEFLEC99 derived deflections. EY4135 EY4135.The geoid height was determined by GEOID03. EY4135 EY4135.The dynamic height is computed by dividing the NAVD 88 EY4135.geopotential number by the normal gravity value computed on the EY4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4135.degrees latitude (g = 980.6199 gals.). EY4135 EY4135.The modeled gravity was interpolated from observed gravity values. EY4135 EY4135; North East Units Scale Factor Converg. EY4135;SPC NC - 200,606.648 804,633.554 MT 0.99988515 +1 14 29.5 EY4135;SPC NC - 658,156.98 2,639,868.59 sFT 0.99988515 +1 14 29.5 EY4135;UTM 18 - 3,934,429.698 332,387.061 MT 0.99994621 -1 04 29.9 EY4135 EY4135! - Elev Factor x Scale Factor = Combined Factor EY4135!SPC NC - 1.00000475 x 0.99988515 = 0.99988989 EY4135!UTM 18 - 1.00000475 x 0.99994621 = 0.99995096 EY4135 EY4135 SUPERSEDED SURVEY CONTROL EY4135 EY4135 NAVD 88 (07/10/98) 6.65 (m) 21.8 (f) LEVELING 3 EY4135 EY4135.Superseded values are not recommended for survey control. EY4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4135.See file dsdata.txt to determine how the superseded data were derived. EY4135 EY4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3238734430(NAD 83) EY4135_MARKER: DZ = AZIMUTH MARK DISK EY4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4135_SP_SET: CONCRETE POST EY4135_STAMPING: REKA 1933 1983 EY4135_MARK LOGO: CGS EY4135_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4135+STABILITY: SURFACE MOTION EY4135 EY4135 HISTORY - Date Condition Report By EY4135 HISTORY - 1983 MONUMENTED NCGS EY4135 HISTORY - 19951204 GOOD NCGS EY4135 EY4135 STATION DESCRIPTION EY4135 EY4135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EY4135'22.5 KM (14. MI) EAST FROM WASHINGTON. EY4135'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) EAST OF WASHINGTON. EY4135'PROCEED ALONG US 264 FOR 6.3 KM (3.95 MI) EAST FROM THE INTERSECTION EY4135'WITH NC 92 TO SR 1343 (EVERETTS CROSSROADS), THENCE NORTH FOR 1.5 KM EY4135'(0.95 MI) TO SR 1603, THENCE NORTHWEST ALONG SR 1603 FOR 0.5 KM (0.3 EY4135'MI) TO THE MARK. THE STATION IS LOCATED 6.3 METERS (20.7 FT) EY4135'SOUTHWEST OF THE CENTERLINE OF SR 1603, 10.0 METERS (32.8 FT) EY4135'SOUTHWEST OF THE INTERSECTION OF A SOIL DRIVE AND THE ROAD, 21.1 EY4135'METERS (69.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A TOBACCO BARN, EY4135'12.8 METERS (42.0 FT) SOUTH OF A TELEPHONE PEDESTAL, AND 1.6 METERS EY4135'(5.2 FT) EAST OF A 26-INCH OAK WITH A REFERENCE TAG. MARK IS SET EY4135'INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL EY4135'WITH THE ROAD. EY4135 EY4135 STATION RECOVERY (1995) EY4135 EY4135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY4135'RECOVERED AS DESCRIBED. IN DANGER OF ROAD CONSTRUCTION IN AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9132 *********************************************************************** AF9132 DESIGNATION - REKA HUB AF9132 PID - AF9132 AF9132 STATE/COUNTY- NC/BEAUFORT AF9132 USGS QUAD - PINETOWN (1974) AF9132 AF9132 *CURRENT SURVEY CONTROL AF9132 ___________________________________________________________________ AF9132* NAD 83(1986)- 35 32 02.83702(N) 076 50 33.70709(W) ADJUSTED AF9132* NAVD 88 - 5.5 (meters) 18. (feet) VERT ANG AF9132 ___________________________________________________________________ AF9132 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AF9132 GEOID HEIGHT- -36.90 (meters) GEOID03 AF9132 AF9132 HORZ ORDER - SECOND AF9132 AF9132.The North Carolina HARNS have been completed but, AF9132.due to contractual restrictions, coordinates for these stations AF9132.will NOT be published in the near future. In the interim, the AF9132.published coordinates in North Carolina will not be AF9132.consistent with the Continuously Operating Reference Stations AF9132.(CORS). The HARN coordinates for these stations are available AF9132.upon request. Contact Gary Thompson(919-733-3836). AF9132. AF9132.In addition, the published North Carolina positions AF9132.(NAD 83 (1986)) are NOT consistent with those determined in AF9132.adjacent state readjustments. The discontinuity between stations AF9132.located in North Carolina and those in adjacent states AF9132.which have been adjusted to the HARN may be as much as 5 AF9132.decimeters. This will result in a significant loss of accuracy AF9132.over lines crossing such state borders. AF9132 AF9132 AF9132.The horizontal coordinates were established by classical geodetic methods AF9132.and adjusted by the National Geodetic Survey in July 1998. AF9132 AF9132.The orthometric height was determined by vertical angle observations. AF9132 AF9132.The Laplace correction was computed from DEFLEC99 derived deflections. AF9132 AF9132.The geoid height was determined by GEOID03. AF9132 AF9132; North East Units Scale Factor Converg. AF9132;SPC NC - 200,039.203 805,211.295 MT 0.99988469 +1 14 42.5 AF9132;SPC NC - 656,295.29 2,641,764.06 sFT 0.99988469 +1 14 42.5 AF9132;UTM 18 - 3,933,839.329 332,941.429 MT 0.99994393 -1 04 16.3 AF9132 AF9132! - Elev Factor x Scale Factor = Combined Factor AF9132!SPC NC - 1.00000492 x 0.99988469 = 0.99988961 AF9132!UTM 18 - 1.00000492 x 0.99994393 = 0.99994885 AF9132 AF9132 SUPERSEDED SURVEY CONTROL AF9132 AF9132.No superseded survey control is available for this station. AF9132 AF9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3294133839(NAD 83) AF9132 AF9132 HISTORY - Date Condition Report By AF9132 HISTORY - 1986 FIRST OBSERVED NCGS AF9132 AF9132 STATION DESCRIPTION AF9132 AF9132'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 AF9132'STATION IS LOCATED ABOUT 12.3 MI (19.8 KM) EAST OF WASHINGTON. PROCEED AF9132'EAST ALONG US 264 FOR 3.85 MI (6.20 KM) FORM NC 92 TO SR 1343 AF9132'(EVERETTS CROSSROADS), THENCE NORTH ALONG SR 1343 FOR 0.7 MI (1.1 KM) AF9132'TO THE STATION IN THE SHOULDER, A WOODEN HUB DRIVEN IN THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4033 *********************************************************************** EY4033 DESIGNATION - REKA RM 4 EY4033 PID - EY4033 EY4033 STATE/COUNTY- NC/BEAUFORT EY4033 USGS QUAD - PINETOWN (1974) EY4033 EY4033 *CURRENT SURVEY CONTROL EY4033 ___________________________________________________________________ EY4033* NAD 83(1986)- 35 32 10.95373(N) 076 50 37.23885(W) ADJUSTED EY4033* NAVD 88 - 6. (meters) 20. (feet) SCALED EY4033 ___________________________________________________________________ EY4033 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY4033 GEOID HEIGHT- -36.90 (meters) GEOID03 EY4033 EY4033 HORZ ORDER - SECOND EY4033 EY4033.The North Carolina HARNS have been completed but, EY4033.due to contractual restrictions, coordinates for these stations EY4033.will NOT be published in the near future. In the interim, the EY4033.published coordinates in North Carolina will not be EY4033.consistent with the Continuously Operating Reference Stations EY4033.(CORS). The HARN coordinates for these stations are available EY4033.upon request. Contact Gary Thompson(919-733-3836). EY4033. EY4033.In addition, the published North Carolina positions EY4033.(NAD 83 (1986)) are NOT consistent with those determined in EY4033.adjacent state readjustments. The discontinuity between stations EY4033.located in North Carolina and those in adjacent states EY4033.which have been adjusted to the HARN may be as much as 5 EY4033.decimeters. This will result in a significant loss of accuracy EY4033.over lines crossing such state borders. EY4033 EY4033 EY4033.The horizontal coordinates were established by classical geodetic methods EY4033.and adjusted by the National Geodetic Survey in July 1986. EY4033 EY4033.The orthometric height was scaled from a topographic map. EY4033 EY4033.The Laplace correction was computed from DEFLEC99 derived deflections. EY4033 EY4033.The geoid height was determined by GEOID03. EY4033 EY4033; North East Units Scale Factor Converg. EY4033;SPC NC - 200,287.336 805,116.922 MT 0.99988489 +1 14 40.4 EY4033;SPC NC - 657,109.37 2,641,454.43 sFT 0.99988489 +1 14 40.4 EY4033;UTM 18 - 3,934,091.088 332,857.157 MT 0.99994428 -1 04 18.6 EY4033 EY4033! - Elev Factor x Scale Factor = Combined Factor EY4033!SPC NC - 1.00000490 x 0.99988489 = 0.99988979 EY4033!UTM 18 - 1.00000490 x 0.99994428 = 0.99994918 EY4033 EY4033: Primary Azimuth Mark Grid Az EY4033:SPC NC - PINETOWN 346 51 31.7 EY4033:UTM 18 - PINETOWN 349 10 30.7 EY4033 EY4033|---------------------------------------------------------------------| EY4033| PID Reference Object Distance Geod. Az | EY4033| dddmmss.s | EY4033| EY5403 REKA RM 1 64.560 METERS 15051 | EY4033| EY5404 REKA RM 2 AZIMUTH 1583342.8 | EY4033| EY4032 REKA 12.137 METERS 16951 | EY4033| EY4030 EVERETT FOREST SERVICE LOT APPROX. 2.0 KM 2275818.0 | EY4033| EY2178 WASHINGTON RAD WRRF S MAST APPROX.20.9 KM 2670445.5 | EY4033| EY2176 WASHINGTON RAD WRRF CEN MAST APPROX.21.0 KM 2670813.7 | EY4033| EY2177 WASHINGTON RAD WRRF N MAST APPROX.21.1 KM 2671142.5 | EY4033| EY2179 WASHINGTON RADIO STA WHED MAST APPROX.20.3 KM 2693855.2 | EY4033| EY5405 REKA RM 3 42.202 METERS 27601 | EY4033| EY4031 PINETOWN APPROX. 8.4 KM 3480612.1 | EY4033|---------------------------------------------------------------------| EY4033 EY4033 SUPERSEDED SURVEY CONTROL EY4033 EY4033 NAD 27 - 35 32 10.36300(N) 076 50 38.45300(W) AD( ) 2 EY4033 EY4033.Superseded values are not recommended for survey control. EY4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4033.See file dsdata.txt to determine how the superseded data were derived. EY4033 EY4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3285734091(NAD 83) EY4033_MARKER: DR = REFERENCE MARK DISK EY4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4033 EY4033 HISTORY - Date Condition Report By EY4033 HISTORY - 1954 MONUMENTED CGS EY4033 EY4033 STATION DESCRIPTION EY4033 EY4033'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4033'STATION IS LOCATED ABOUT 12 MILES EAST OF WASHINGTON, AND ABOUT EY4033'6 MILES WEST OF THE VILLAGE OF YEATSVILLE. IT IS 57 FEET WEST EY4033'OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 38 FEET NORTH EY4033'OF THE APPROXIMATE CENTERLINE OF THE ROAD. THE MARK PROJECTS EY4033'6 INCHES AND THE DISK IS STAMPED REKA NO 4 1933. EY4033' EY4033'REFERENCE MARK NO. 1 IS 12 FEET EAST OF THE APPROXIMATE EY4033'CENTERLINE OF THE ROAD. THE MARK PROJECTS 2 INCHES AND THE EY4033'DISK IS STAMPED REKA NO 1 1933. EY4033' EY4033'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 13 FEET EAST OF THE EY4033'APPROXIMATE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF A EY4033'WITNESS POST. THE MARK PROJECTS 8 INCHES AND THE DISK IS EY4033'STAMPED REKA NO 2 1933. EY4033' EY4033'REFERENCE MARK NO. 3 IS 17 FEET SOUTH OF THE APPROXIMATE EY4033'CENTERLINE OF THE ROAD. THE MARK PROJECTS 4 INCHES AND THE EY4033'DISK IS STAMPED REKA NO 3 1933. EY4033' EY4033'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 264 AND STATE EY4033'HIGHWAY NO. 33 IN WASHINGTON, GO EAST ON U.S. HIGHWAY NO. 264 EY4033'FOR 13.75 MILES TO EVERETT CROSS ROAD, TURN LEFT AND GO NORTH EY4033'FOR 0.85 MILE TO R.M. NO. 2 (AZIMUTH MARK) ON RIGHT (EAST) SIDE EY4033'OF ROAD. CONTINUE NORTH FOR 0.1 MILE TO FORKS AND STATION EY4033'AS DESCRIBED. EY4033' EY4033'A TRAVERSE CONNECTION WAS MADE TO REKA 1933 AND THE DISTANCE EY4033'IS 12.218 METERS OR 40.09 FEET. EY4033' EY4033'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4134 *********************************************************************** EY4134 DESIGNATION - REKA RM 5 EY4134 PID - EY4134 EY4134 STATE/COUNTY- NC/BEAUFORT EY4134 USGS QUAD - PINETOWN (1974) EY4134 EY4134 *CURRENT SURVEY CONTROL EY4134 ___________________________________________________________________ EY4134* NAD 83(1986)- 35 32 09.82195(N) 076 50 37.00065(W) ADJUSTED EY4134* NAVD 88 - 6.515 (meters) 21.37 (feet) ADJUSTED EY4134 ___________________________________________________________________ EY4134 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY4134 GEOID HEIGHT- -36.90 (meters) GEOID03 EY4134 DYNAMIC HT - 6.510 (meters) 21.36 (feet) COMP EY4134 MODELED GRAV- 979,762.4 (mgal) NAVD 88 EY4134 EY4134 HORZ ORDER - SECOND EY4134 VERT ORDER - SECOND CLASS II EY4134 EY4134.The North Carolina HARNS have been completed but, EY4134.due to contractual restrictions, coordinates for these stations EY4134.will NOT be published in the near future. In the interim, the EY4134.published coordinates in North Carolina will not be EY4134.consistent with the Continuously Operating Reference Stations EY4134.(CORS). The HARN coordinates for these stations are available EY4134.upon request. Contact Gary Thompson(919-733-3836). EY4134. EY4134.In addition, the published North Carolina positions EY4134.(NAD 83 (1986)) are NOT consistent with those determined in EY4134.adjacent state readjustments. The discontinuity between stations EY4134.located in North Carolina and those in adjacent states EY4134.which have been adjusted to the HARN may be as much as 5 EY4134.decimeters. This will result in a significant loss of accuracy EY4134.over lines crossing such state borders. EY4134 EY4134 EY4134.The horizontal coordinates were established by classical geodetic methods EY4134.and adjusted by the National Geodetic Survey in July 1998. EY4134 EY4134.The orthometric height was determined by differential leveling EY4134.and adjusted by the National Geodetic Survey in June 1991. EY4134 EY4134.The Laplace correction was computed from DEFLEC99 derived deflections. EY4134 EY4134.The geoid height was determined by GEOID03. EY4134 EY4134.The dynamic height is computed by dividing the NAVD 88 EY4134.geopotential number by the normal gravity value computed on the EY4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4134.degrees latitude (g = 980.6199 gals.). EY4134 EY4134.The modeled gravity was interpolated from observed gravity values. EY4134 EY4134; North East Units Scale Factor Converg. EY4134;SPC NC - 200,252.597 805,123.678 MT 0.99988486 +1 14 40.6 EY4134;SPC NC - 656,995.40 2,641,476.60 sFT 0.99988486 +1 14 40.6 EY4134;UTM 18 - 3,934,056.103 332,862.504 MT 0.99994425 -1 04 18.4 EY4134 EY4134! - Elev Factor x Scale Factor = Combined Factor EY4134!SPC NC - 1.00000477 x 0.99988486 = 0.99988963 EY4134!UTM 18 - 1.00000477 x 0.99994425 = 0.99994902 EY4134 EY4134 SUPERSEDED SURVEY CONTROL EY4134 EY4134 NAVD 88 (07/10/98) 6.52 (m) 21.4 (f) LEVELING 3 EY4134 EY4134.Superseded values are not recommended for survey control. EY4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4134.See file dsdata.txt to determine how the superseded data were derived. EY4134 EY4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3286334056(NAD 83) EY4134_MARKER: DE = TRAVERSE STATION DISK EY4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4134_SP_SET: CONCRETE POST EY4134_STAMPING: REKA 1933 NO 5 1983 EY4134_MARK LOGO: NGS EY4134_MAGNETIC: N = NO MAGNETIC MATERIAL EY4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4134+STABILITY: SURFACE MOTION EY4134 EY4134 HISTORY - Date Condition Report By EY4134 HISTORY - 1983 MONUMENTED NCGS EY4134 HISTORY - 19820101 GOOD NCGS EY4134 HISTORY - 19951204 SEE DESCRIPTION NCGS EY4134 EY4134 STATION DESCRIPTION EY4134 EY4134'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EY4134'22.5 KM (14. MI) EAST FROM WASHINGTON. EY4134'THE STATION IS LOCATED 22.5 KM (14.0 MI) EAST OF WASHINGTON. PROCEED EY4134'ALONG US 264 FOR 6.3 KM (3.95 MI) EAST FROM THE INTERSECTION WITH NC EY4134'92 TO SR 1343 (EVERETTS CROSSROADS), THENCE NORTH FOR 1.5 KM (0.95 EY4134'MI) TO SR 1603 AND THE MARK. THE STATION IS LOCATED 14.9 METERS EY4134'(48.9 FT) WEST OF THE CENTERLINE OF SR 1343, 8.0 METERS (26.2 FT) EY4134'SOUTHWEST OF THE CENTERLINE OF SR 1603, 0.6 METERS (2.1 FT) NORTHWEST EY4134'OF A TELEPHONE PEDESTAL, AND 5.5 METERS (18.0 FT) NORTH OF A 12-INCH EY4134'PINE WITH A REFERENCE TAG. MARK IS SET INTO THE TOP OF A CONCRETE EY4134'POST FLUSH WITH THE GROUND AND 2 FT ABOVE SR 1603. EY4134 EY4134 STATION RECOVERY (1982) EY4134 EY4134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (HAS) EY4134'STATION IS LOCATED 22.5 KM (14.00 MI) EAST OF WASHINGTON. PROCEED EY4134'ALONG US 264 FOR 6.3 KM (3.90 MI) EAST FROM NC 92 TO SR 1343 (EVERETTS EY4134'CROSSROADS), THENCE NORTH FOR 1.5 KM (0.95 MI) TO SR 1603 AND THE EY4134'MARK. MARK IS LOCATED 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF SR EY4134'1343, 8.0 M (26.2 FT) SOUTHWEST OF THE CENTERLINE OF SR 1603, 0.6 M EY4134'(2.0 FT) NORTHWEST OF A TELEPHONE PEDESTAL, AND 5.5 M (18.0 FT) NORTH EY4134'OF A 12-INCH PINE WITH A REFERENCE TAG. EY4134 EY4134 STATION RECOVERY (1995) EY4134 EY4134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY4134'MARK WAS SEARCHED FOR BUT NOT FOUND-REFERENCES FALL IN DITCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4133 *********************************************************************** EY4133 DESIGNATION - REKA RM 6 EY4133 PID - EY4133 EY4133 STATE/COUNTY- NC/BEAUFORT EY4133 USGS QUAD - PINETOWN (1974) EY4133 EY4133 *CURRENT SURVEY CONTROL EY4133 ___________________________________________________________________ EY4133* NAD 83(1986)- 35 32 10.87536(N) 076 50 37.68712(W) ADJUSTED EY4133* NAVD 88 - 6.005 (meters) 19.70 (feet) ADJUSTED EY4133 ___________________________________________________________________ EY4133 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY4133 GEOID HEIGHT- -36.90 (meters) GEOID03 EY4133 DYNAMIC HT - 6.000 (meters) 19.68 (feet) COMP EY4133 MODELED GRAV- 979,762.4 (mgal) NAVD 88 EY4133 EY4133 HORZ ORDER - SECOND EY4133 VERT ORDER - SECOND CLASS II EY4133 EY4133.The North Carolina HARNS have been completed but, EY4133.due to contractual restrictions, coordinates for these stations EY4133.will NOT be published in the near future. In the interim, the EY4133.published coordinates in North Carolina will not be EY4133.consistent with the Continuously Operating Reference Stations EY4133.(CORS). The HARN coordinates for these stations are available EY4133.upon request. Contact Gary Thompson(919-733-3836). EY4133. EY4133.In addition, the published North Carolina positions EY4133.(NAD 83 (1986)) are NOT consistent with those determined in EY4133.adjacent state readjustments. The discontinuity between stations EY4133.located in North Carolina and those in adjacent states EY4133.which have been adjusted to the HARN may be as much as 5 EY4133.decimeters. This will result in a significant loss of accuracy EY4133.over lines crossing such state borders. EY4133 EY4133 EY4133.The horizontal coordinates were established by classical geodetic methods EY4133.and adjusted by the National Geodetic Survey in July 1998. EY4133 EY4133.The orthometric height was determined by differential leveling EY4133.and adjusted by the National Geodetic Survey in June 1991. EY4133 EY4133.The Laplace correction was computed from DEFLEC99 derived deflections. EY4133 EY4133.The geoid height was determined by GEOID03. EY4133 EY4133.The dynamic height is computed by dividing the NAVD 88 EY4133.geopotential number by the normal gravity value computed on the EY4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4133.degrees latitude (g = 980.6199 gals.). EY4133 EY4133.The modeled gravity was interpolated from observed gravity values. EY4133 EY4133; North East Units Scale Factor Converg. EY4133;SPC NC - 200,284.676 805,105.686 MT 0.99988489 +1 14 40.2 EY4133;SPC NC - 657,100.64 2,641,417.57 sFT 0.99988489 +1 14 40.2 EY4133;UTM 18 - 3,934,088.885 332,845.822 MT 0.99994432 -1 04 18.8 EY4133 EY4133! - Elev Factor x Scale Factor = Combined Factor EY4133!SPC NC - 1.00000485 x 0.99988489 = 0.99988974 EY4133!UTM 18 - 1.00000485 x 0.99994432 = 0.99994917 EY4133 EY4133 SUPERSEDED SURVEY CONTROL EY4133 EY4133 NAVD 88 (07/10/98) 6.01 (m) 19.7 (f) LEVELING 3 EY4133 EY4133.Superseded values are not recommended for survey control. EY4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4133.See file dsdata.txt to determine how the superseded data were derived. EY4133 EY4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3284634089(NAD 83) EY4133_MARKER: DR = REFERENCE MARK DISK EY4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4133_SP_SET: CONCRETE POST EY4133_STAMPING: REKA 1933 NO 6 1983 EY4133_MARK LOGO: NGS EY4133_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4133+STABILITY: SURFACE MOTION EY4133 EY4133 HISTORY - Date Condition Report By EY4133 HISTORY - 1983 MONUMENTED NCGS EY4133 HISTORY - 19951204 GOOD NCGS EY4133 EY4133 STATION DESCRIPTION EY4133 EY4133'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EY4133'22.5 KM (14. MI) EAST FROM WASHINGTON. EY4133'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) EAST OF WASHINGTON. EY4133'PROCEED ALONG US 264 FOR 6.3 KM (3.95 MI) EAST FROM THE INTERSECTION EY4133'WITH NC 92 TO SR 1343 (EVERETTS CROSSROADS), THENCE NORTH FOR 1.5 KM EY4133'(0.95 MI) TO SR 1603 AND THE MARK. THE STATION IS LOCATED 8.2 METERS EY4133'(26.9 FT) NORTHEAST OF THE CENTERLINE OF SR 1603, 23.0 METERS (75.3 EY4133'FT) NORTHWEST OF THE CENTERLINE OF SR 1343, AND 2.0 METERS (6.6 FT) EY4133'SOUTHWEST OF A TELEPHONE PEDESTAL. MARK IS SET INTO THE TOP OF A EY4133'CONCRETE POST FLUSH WITH THE GROUND AND 1 FT ABOVE SR 1603. EY4133 EY4133 STATION RECOVERY (1995) EY4133 EY4133'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EY4133'RECOVERED AS DESCRIBED BUT MAY BE IN DANGER OF ROAD IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9128 *********************************************************************** AF9128 DESIGNATION - RESPESS AF9128 PID - AF9128 AF9128 STATE/COUNTY- NC/BEAUFORT AF9128 USGS QUAD - HOKE (1978) AF9128 AF9128 *CURRENT SURVEY CONTROL AF9128 ___________________________________________________________________ AF9128* NAD 83(1986)- 35 39 26.16191(N) 076 47 38.18566(W) ADJUSTED AF9128* NAVD 88 - 11.8 (meters) 39. (feet) VERT ANG AF9128 ___________________________________________________________________ AF9128 LAPLACE CORR- -2.48 (seconds) DEFLEC99 AF9128 GEOID HEIGHT- -36.80 (meters) GEOID03 AF9128 AF9128 HORZ ORDER - SECOND AF9128 AF9128.The North Carolina HARNS have been completed but, AF9128.due to contractual restrictions, coordinates for these stations AF9128.will NOT be published in the near future. In the interim, the AF9128.published coordinates in North Carolina will not be AF9128.consistent with the Continuously Operating Reference Stations AF9128.(CORS). The HARN coordinates for these stations are available AF9128.upon request. Contact Gary Thompson(919-733-3836). AF9128. AF9128.In addition, the published North Carolina positions AF9128.(NAD 83 (1986)) are NOT consistent with those determined in AF9128.adjacent state readjustments. The discontinuity between stations AF9128.located in North Carolina and those in adjacent states AF9128.which have been adjusted to the HARN may be as much as 5 AF9128.decimeters. This will result in a significant loss of accuracy AF9128.over lines crossing such state borders. AF9128 AF9128 AF9128.The horizontal coordinates were established by classical geodetic methods AF9128.and adjusted by the National Geodetic Survey in July 1998. AF9128 AF9128.The orthometric height was determined by vertical angle observations. AF9128 AF9128.The Laplace correction was computed from DEFLEC99 derived deflections. AF9128 AF9128.The geoid height was determined by GEOID03. AF9128 AF9128; North East Units Scale Factor Converg. AF9128;SPC NC - 213,794.709 809,327.868 MT 0.99989756 +1 16 23.8 AF9128;SPC NC - 701,424.81 2,655,269.85 sFT 0.99989756 +1 16 23.8 AF9128;UTM 18 - 3,947,417.691 337,611.142 MT 0.99992496 -1 02 45.5 AF9128 AF9128! - Elev Factor x Scale Factor = Combined Factor AF9128!SPC NC - 1.00000393 x 0.99989756 = 0.99990149 AF9128!UTM 18 - 1.00000393 x 0.99992496 = 0.99992889 AF9128 AF9128 SUPERSEDED SURVEY CONTROL AF9128 AF9128.No superseded survey control is available for this station. AF9128 AF9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3761147418(NAD 83) AF9128_MARKER: DE = TRAVERSE STATION DISK AF9128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9128_STAMPING: RESPESS 1983 AF9128_MARK LOGO: NCGS AF9128_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9128+STABILITY: SURFACE MOTION AF9128 AF9128 HISTORY - Date Condition Report By AF9128 HISTORY - 1983 MONUMENTED NCGS AF9128 AF9128 STATION DESCRIPTION AF9128 AF9128'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9128'STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF PINETOWN AND AF9128'26.9 KM (16.70 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 21.6 AF9128'KM (13.40 MI) NORTH FROM US 264, OR 0.3 KM (0.20 MI) NORTH FROM SR AF9128'1621, AND 6.1 KM (3.80 MI) SOUTH FROM THE COUNTY LINE, IN THE RIGHT AF9128'SHOULDER. MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 5.5 M (18.0 AF9128'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.5 M (100.1 FT) EAST AF9128'OF A 24-INCH PINE--AND 21.5 M (70.5 FT) NORTH OF A POWER POLE WITH A AF9128'PEDESTAL, 23.1 M (75.8 FT) SOUTHWEST OF A 24-INCH PINE, 27.6 M (90.6 AF9128'FT) SOUTHEAST OF A 24-INCH PINE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5904 *********************************************************************** AE5904 DESIGNATION - RETREAT AE5904 PID - AE5904 AE5904 STATE/COUNTY- NC/BEAUFORT AE5904 USGS QUAD - EDWARD (1983) AE5904 AE5904 *CURRENT SURVEY CONTROL AE5904 ___________________________________________________________________ AE5904* NAD 83(1986)- 35 21 48.11080(N) 076 56 08.50254(W) ADJUSTED AE5904* NAVD 88 - 10.475 (meters) 34.37 (feet) ADJUSTED AE5904 ___________________________________________________________________ AE5904 LAPLACE CORR- -2.46 (seconds) DEFLEC99 AE5904 GEOID HEIGHT- -36.98 (meters) GEOID03 AE5904 DYNAMIC HT - 10.466 (meters) 34.34 (feet) COMP AE5904 MODELED GRAV- 979,750.4 (mgal) NAVD 88 AE5904 AE5904 HORZ ORDER - SECOND AE5904 VERT ORDER - SECOND CLASS II AE5904 AE5904.The North Carolina HARNS have been completed but, AE5904.due to contractual restrictions, coordinates for these stations AE5904.will NOT be published in the near future. In the interim, the AE5904.published coordinates in North Carolina will not be AE5904.consistent with the Continuously Operating Reference Stations AE5904.(CORS). The HARN coordinates for these stations are available AE5904.upon request. Contact Gary Thompson(919-733-3836). AE5904. AE5904.In addition, the published North Carolina positions AE5904.(NAD 83 (1986)) are NOT consistent with those determined in AE5904.adjacent state readjustments. The discontinuity between stations AE5904.located in North Carolina and those in adjacent states AE5904.which have been adjusted to the HARN may be as much as 5 AE5904.decimeters. This will result in a significant loss of accuracy AE5904.over lines crossing such state borders. AE5904 AE5904 AE5904.The horizontal coordinates were established by classical geodetic methods AE5904.and adjusted by the National Geodetic Survey in April 1998. AE5904 AE5904.The orthometric height was determined by differential leveling AE5904.and adjusted by the National Geodetic Survey in June 1998. AE5904 AE5904.The Laplace correction was computed from DEFLEC99 derived deflections. AE5904 AE5904.The geoid height was determined by GEOID03. AE5904 AE5904.The dynamic height is computed by dividing the NAVD 88 AE5904.geopotential number by the normal gravity value computed on the AE5904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5904.degrees latitude (g = 980.6199 gals.). AE5904 AE5904.The modeled gravity was interpolated from observed gravity values. AE5904 AE5904; North East Units Scale Factor Converg. AE5904;SPC NC - 180,920.972 797,173.914 MT 0.99987448 +1 11 29.2 AE5904;SPC NC - 593,571.56 2,615,394.75 sFT 0.99987448 +1 11 29.2 AE5904;UTM 18 - 3,915,059.671 324,137.876 MT 0.99998115 -1 07 14.1 AE5904 AE5904! - Elev Factor x Scale Factor = Combined Factor AE5904!SPC NC - 1.00000416 x 0.99987448 = 0.99987864 AE5904!UTM 18 - 1.00000416 x 0.99998115 = 0.99998531 AE5904 AE5904 SUPERSEDED SURVEY CONTROL AE5904 AE5904 NGVD 29 (04/29/98) 10.79 (m) 35.4 (f) LEVELING 3 AE5904 AE5904.Superseded values are not recommended for survey control. AE5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5904.See file dsdata.txt to determine how the superseded data were derived. AE5904 AE5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2413815060(NAD 83) AE5904_MARKER: DH = HORIZONTAL CONTROL DISK AE5904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5904_STAMPING: RETREAT 1983 AE5904_MARK LOGO: NCGS AE5904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5904+STABILITY: SURFACE MOTION AE5904 AE5904 HISTORY - Date Condition Report By AE5904 HISTORY - 1983 MONUMENTED NCGS AE5904 AE5904 STATION DESCRIPTION AE5904 AE5904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5904'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST-SOUTHEAST OF COXS AE5904'CROSSROADS. ALONG NC 33 FOR 1.8 KM (1.10 MI) SOUTH OF THE BLOUNTS AE5904'CREEK POST OFFICE AT COXS CROSSROADS, OR 1.0 KM (0.60 MI) NORTH OF SR AE5904'1952, NEAR A SHINGLED HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND. AE5904'LOCATED 5.5 M (18.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE AE5904'HIGHWAY, 46.0 M (150.9 FT) WEST OF THE SOUTHWEST CORNER OF A FRAME AE5904'HOUSE--AND 31.5 M (103.3 FT) NORTHWEST OF A 10-INCH SWEETGUM, 39.3 M AE5904'(128.9 FT) SOUTHEAST OF A 10-INCH SWEETGUM--PROPERTY LINE TREE--WITH 3 AE5904'BLAZED MARKS--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2289 *********************************************************************** EY2289 DESIGNATION - RICE EY2289 PID - EY2289 EY2289 STATE/COUNTY- NC/BEAUFORT EY2289 USGS QUAD - HACKNEY (1983) EY2289 EY2289 *CURRENT SURVEY CONTROL EY2289 ___________________________________________________________________ EY2289* NAD 83(1986)- 35 29 46.70260(N) 077 02 12.80608(W) ADJUSTED EY2289* NAVD 88 - 2. (meters) 7. (feet) SCALED EY2289 ___________________________________________________________________ EY2289 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2289 GEOID HEIGHT- -36.71 (meters) GEOID03 EY2289 EY2289 HORZ ORDER - THIRD EY2289 EY2289.The North Carolina HARNS have been completed but, EY2289.due to contractual restrictions, coordinates for these stations EY2289.will NOT be published in the near future. In the interim, the EY2289.published coordinates in North Carolina will not be EY2289.consistent with the Continuously Operating Reference Stations EY2289.(CORS). The HARN coordinates for these stations are available EY2289.upon request. Contact Gary Thompson(919-733-3836). EY2289. EY2289.In addition, the published North Carolina positions EY2289.(NAD 83 (1986)) are NOT consistent with those determined in EY2289.adjacent state readjustments. The discontinuity between stations EY2289.located in North Carolina and those in adjacent states EY2289.which have been adjusted to the HARN may be as much as 5 EY2289.decimeters. This will result in a significant loss of accuracy EY2289.over lines crossing such state borders. EY2289 EY2289 EY2289.The horizontal coordinates were established by classical geodetic methods EY2289.and adjusted by the National Geodetic Survey in July 1986. EY2289 EY2289.The orthometric height was scaled from a topographic map. EY2289 EY2289.The Laplace correction was computed from DEFLEC99 derived deflections. EY2289 EY2289.The geoid height was determined by GEOID03. EY2289 EY2289; North East Units Scale Factor Converg. EY2289;SPC NC - 195,479.489 787,688.412 MT 0.99988167 +1 07 59.0 EY2289;SPC NC - 641,335.62 2,584,274.40 sFT 0.99988167 +1 07 59.0 EY2289;UTM 18 - 3,929,991.147 315,246.839 MT 1.00002065 -1 10 59.0 EY2289 EY2289! - Elev Factor x Scale Factor = Combined Factor EY2289!SPC NC - 1.00000550 x 0.99988167 = 0.99988717 EY2289!UTM 18 - 1.00000550 x 1.00002065 = 1.00002615 EY2289 EY2289: Primary Azimuth Mark Grid Az EY2289:SPC NC - SILAS 314 40 09.0 EY2289:UTM 18 - SILAS 316 59 07.0 EY2289 EY2289|---------------------------------------------------------------------| EY2289| PID Reference Object Distance Geod. Az | EY2289| dddmmss.s | EY2289| EY4612 RICE RM 1 16.030 METERS 23956 | EY2289| EY2158 SILAS APPROX. 0.8 KM 3154808.0 | EY2289|---------------------------------------------------------------------| EY2289 EY2289 SUPERSEDED SURVEY CONTROL EY2289 EY2289 NAD 27 - 35 29 46.11800(N) 077 02 13.98300(W) AD( ) 3 EY2289 EY2289.Superseded values are not recommended for survey control. EY2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2289.See file dsdata.txt to determine how the superseded data were derived. EY2289 EY2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1524729991(NAD 83) EY2289_MARKER: DS = TRIANGULATION STATION DISK EY2289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2289_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2289 EY2289 HISTORY - Date Condition Report By EY2289 HISTORY - 1935 MONUMENTED CGS EY2289 HISTORY - 1949 GOOD CGS EY2289 EY2289 STATION DESCRIPTION EY2289 EY2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2289'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY ON THE NE SIDE EY2289'OF THE MOST EASTERLY OF TWO CYPRESS-WOODED SWAMP POINTS BETWEEN EY2289'RICE CREEK AND SILAS CREEK. SURFACE COVERED 3 INCHES AT HIGH EY2289'WATER. STATION IS 1.45 METERS, 294 DEG MAGNETIC, FROM BLAZE (3 EY2289'NAILS) IN A 20-INCH 40-FOOT CYPRESS TREE. 3.1 METERS, 154 DEG EY2289'MAGNETIC, FROM BLAZE (3 NAILS) IN A 10-INCH 30-FOOT CYPRESS EY2289'TREE. 11.5 METERS, 128 DEG MAGNETIC, FROM EDGE OF SWAMP. 5.1 EY2289'METERS, 35 DEG MAGNETIC, FROM EDGE OF SWAMP ON RANGE WITH EY2289'STATION MAY. EY2289' EY2289'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2289'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2289'POST DRIVEN INTO THE MARSH, MARK PROJECTING 8 INCHES. EY2289' EY2289'REFERENCE MARK NO.1 IS STANDARD REFERENCE DISK SET IN 8- BY EY2289'30-INCH TILE. EY2289 EY2289 STATION RECOVERY (1949) EY2289 EY2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2289'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE EY2289'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND EY2289'FOUND TO BE CORRECT. THE DESCRIPTION IS ADEQUATE, EXCEPT ADD-- EY2289' EY2289'THE REFERENCE MARK IS SW OF THE STATION AND 8 FEET S OF A BLAZED EY2289'FORKED POPLAR TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4086 *********************************************************************** EY4086 DESIGNATION - RIGHT EY4086 PID - EY4086 EY4086 STATE/COUNTY- NC/BEAUFORT EY4086 USGS QUAD - PANTEGO (1974) EY4086 EY4086 *CURRENT SURVEY CONTROL EY4086 ___________________________________________________________________ EY4086* NAD 83(1986)- 35 34 39.22480(N) 076 41 08.24500(W) ADJUSTED EY4086* NAVD 88 - 2.595 (meters) 8.51 (feet) ADJUSTED EY4086 ___________________________________________________________________ EY4086 LAPLACE CORR- -2.26 (seconds) DEFLEC99 EY4086 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4086 DYNAMIC HT - 2.593 (meters) 8.51 (feet) COMP EY4086 MODELED GRAV- 979,775.2 (mgal) NAVD 88 EY4086 EY4086 HORZ ORDER - SECOND EY4086 VERT ORDER - SECOND CLASS II EY4086 EY4086.The North Carolina HARNS have been completed but, EY4086.due to contractual restrictions, coordinates for these stations EY4086.will NOT be published in the near future. In the interim, the EY4086.published coordinates in North Carolina will not be EY4086.consistent with the Continuously Operating Reference Stations EY4086.(CORS). The HARN coordinates for these stations are available EY4086.upon request. Contact Gary Thompson(919-733-3836). EY4086. EY4086.In addition, the published North Carolina positions EY4086.(NAD 83 (1986)) are NOT consistent with those determined in EY4086.adjacent state readjustments. The discontinuity between stations EY4086.located in North Carolina and those in adjacent states EY4086.which have been adjusted to the HARN may be as much as 5 EY4086.decimeters. This will result in a significant loss of accuracy EY4086.over lines crossing such state borders. EY4086 EY4086 EY4086.The horizontal coordinates were established by classical geodetic methods EY4086.and adjusted by the National Geodetic Survey in July 1998. EY4086 EY4086.The orthometric height was determined by differential leveling EY4086.and adjusted by the National Geodetic Survey in June 1991. EY4086 EY4086.The Laplace correction was computed from DEFLEC99 derived deflections. EY4086 EY4086.The geoid height was determined by GEOID03. EY4086 EY4086.The dynamic height is computed by dividing the NAVD 88 EY4086.geopotential number by the normal gravity value computed on the EY4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4086.degrees latitude (g = 980.6199 gals.). EY4086 EY4086.The modeled gravity was interpolated from observed gravity values. EY4086 EY4086; North East Units Scale Factor Converg. EY4086;SPC NC - 205,177.940 819,338.783 MT 0.99988871 +1 20 08.8 EY4086;SPC NC - 673,154.62 2,688,113.99 sFT 0.99988871 +1 20 08.8 EY4086;UTM 18 - 3,938,402.966 347,265.490 MT 0.99988747 -0 58 51.2 EY4086 EY4086! - Elev Factor x Scale Factor = Combined Factor EY4086!SPC NC - 1.00000541 x 0.99988871 = 0.99989411 EY4086!UTM 18 - 1.00000541 x 0.99988747 = 0.99989287 EY4086 EY4086 SUPERSEDED SURVEY CONTROL EY4086 EY4086 NAVD 88 (07/14/98) 2.59 (m) 8.5 (f) LEVELING 3 EY4086 EY4086.Superseded values are not recommended for survey control. EY4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4086.See file dsdata.txt to determine how the superseded data were derived. EY4086 EY4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4726538403(NAD 83) EY4086_MARKER: DE = TRAVERSE STATION DISK EY4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4086_SP_SET: CONCRETE POST EY4086_STAMPING: RIGHT 1982 EY4086_MARK LOGO: NCGS EY4086_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4086+STABILITY: SURFACE MOTION EY4086 EY4086 HISTORY - Date Condition Report By EY4086 HISTORY - 1982 MONUMENTED NCGS EY4086 HISTORY - 1985 GOOD USPSQD EY4086 HISTORY - 19980303 SEE DESCRIPTION NCGS EY4086 EY4086 STATION DESCRIPTION EY4086 EY4086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4086'2.6 KM (1.6 MI) WSW FROM PANTEGO. EY4086'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) WEST-SOUTHWEST OF EY4086'PANTEGO. ALONG US 264 FOR 2.7 KM (1.7 MI) WEST FROM THE INTERSECTION EY4086'WITH NC 99, OR 0.6 KM (0.35 MI) EAST OF SR 1616. THE STATION IS A EY4086'STANDARD NCGS DISK STAMPED---RIGHT 1982---, SET INTO THE TOP OF A EY4086'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. EY4086'LOCATED 15.1 METERS (49.5 FT) NORTHWEST OF THE CENTERLINE OF US 264, EY4086'1.1 METERS (3.5 FT) NORTHWEST OF A WITNESS POST, 31.7 METERS (104.0 EY4086'FT) NORTHWEST OF A 24-INCH OAK WITH A REFERENCE TAG, AND 35.0 METERS EY4086'(115.0 FT) SOUTHWEST OF THE WEST END OF A CONCRETE DRIVEWAY CULVERT. EY4086 EY4086 STATION RECOVERY (1985) EY4086 EY4086'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4086'RECOVERED IN GOOD CONDITION. EY4086 EY4086 STATION RECOVERY (1998) EY4086 EY4086'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL) EY4086'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) WEST-SOUTHWEST OF PANTEGO. EY4086'ALONG US 264 FOR 2.4 KM (1.50 MI) WEST FROM NC 99, OR 0.9 KM (0.55 MI) EY4086'EAST FROM SR 1616, NEAR AN OLD ASPHALT ROAD BED. MARK IS FLUSH WITH EY4086'GROUND. LOCATED 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF US 264, EY4086'25.0 M (82.0 FT) NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND EY4086'2.0 M (6.6 FT) SOUTHEAST OF A 10-INCH PINE, 3.7 M (12.1 FT) SOUTHWEST EY4086'OF A 5-INCH GUM, AND 7.7 M (25.3 FT) EAST OF A 10-INCH PINE--ALL THREE EY4086'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9120 *********************************************************************** AF9120 DESIGNATION - ROBSHALL AF9120 PID - AF9120 AF9120 STATE/COUNTY- NC/BEAUFORT AF9120 USGS QUAD - PINETOWN (1974) AF9120 AF9120 *CURRENT SURVEY CONTROL AF9120 ___________________________________________________________________ AF9120* NAD 83(1986)- 35 35 05.21967(N) 076 50 16.75147(W) ADJUSTED AF9120* NAVD 88 - 7.3 (meters) 24. (feet) VERT ANG AF9120 ___________________________________________________________________ AF9120 LAPLACE CORR- -1.92 (seconds) DEFLEC99 AF9120 GEOID HEIGHT- -36.84 (meters) GEOID03 AF9120 AF9120 HORZ ORDER - SECOND AF9120 AF9120.The North Carolina HARNS have been completed but, AF9120.due to contractual restrictions, coordinates for these stations AF9120.will NOT be published in the near future. In the interim, the AF9120.published coordinates in North Carolina will not be AF9120.consistent with the Continuously Operating Reference Stations AF9120.(CORS). The HARN coordinates for these stations are available AF9120.upon request. Contact Gary Thompson(919-733-3836). AF9120. AF9120.In addition, the published North Carolina positions AF9120.(NAD 83 (1986)) are NOT consistent with those determined in AF9120.adjacent state readjustments. The discontinuity between stations AF9120.located in North Carolina and those in adjacent states AF9120.which have been adjusted to the HARN may be as much as 5 AF9120.decimeters. This will result in a significant loss of accuracy AF9120.over lines crossing such state borders. AF9120 AF9120 AF9120.The horizontal coordinates were established by classical geodetic methods AF9120.and adjusted by the National Geodetic Survey in July 1998. AF9120 AF9120.The orthometric height was determined by vertical angle observations. AF9120 AF9120.The Laplace correction was computed from DEFLEC99 derived deflections. AF9120 AF9120.The geoid height was determined by GEOID03. AF9120 AF9120; North East Units Scale Factor Converg. AF9120;SPC NC - 205,667.501 805,515.894 MT 0.99988943 +1 14 52.3 AF9120;SPC NC - 674,760.79 2,642,763.40 sFT 0.99988943 +1 14 52.3 AF9120;UTM 18 - 3,939,451.025 333,473.349 MT 0.99994174 -1 04 11.2 AF9120 AF9120! - Elev Factor x Scale Factor = Combined Factor AF9120!SPC NC - 1.00000463 x 0.99988943 = 0.99989406 AF9120!UTM 18 - 1.00000463 x 0.99994174 = 0.99994637 AF9120 AF9120 SUPERSEDED SURVEY CONTROL AF9120 AF9120.No superseded survey control is available for this station. AF9120 AF9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3347339451(NAD 83) AF9120_MARKER: DE = TRAVERSE STATION DISK AF9120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9120_STAMPING: ROBSHALL 1983 AF9120_MARK LOGO: NCGS AF9120_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9120+STABILITY: SURFACE MOTION AF9120 AF9120 HISTORY - Date Condition Report By AF9120 HISTORY - 1983 MONUMENTED NCGS AF9120 AF9120 STATION DESCRIPTION AF9120 AF9120'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9120'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF PINETOWN AND AF9120'20.3 KM (12.60 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 12.2 KM (7.60 AF9120'MI) NORTH FROM US 264, JUST SOUTH OF THE JUNCTION WITH SR 1609, IN THE AF9120'RIGHT SHOULDER. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 5.3 M AF9120'(17.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38.4 M AF9120'(126.0 FT) SOUTHWEST OF THE CENTERLINE INTERSECTION OF NC 32 AND SR AF9120'1609, 32.1 M (105.3 FT) WEST OF THE WEST END OF A CULVERT UNDER SR AF9120'1609--AND 20.9 M (68.6 FT) NORTHWEST OF A 24-INCH OAK, 34.6 M (113.5 AF9120'FT) SOUTHWEST OF A TELEPHONE POLE AND PEDESTAL--BOTH WITH REFERENCE AF9120'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2150 *********************************************************************** EY2150 DESIGNATION - ROCK EY2150 PID - EY2150 EY2150 STATE/COUNTY- NC/BEAUFORT EY2150 USGS QUAD - WASHINGTON (1983) EY2150 EY2150 *CURRENT SURVEY CONTROL EY2150 ___________________________________________________________________ EY2150* NAD 83(1986)- 35 32 17.00862(N) 077 03 34.16004(W) ADJUSTED EY2150* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2150 ___________________________________________________________________ EY2150 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EY2150 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2150 EY2150 HORZ ORDER - THIRD EY2150 EY2150.The North Carolina HARNS have been completed but, EY2150.due to contractual restrictions, coordinates for these stations EY2150.will NOT be published in the near future. In the interim, the EY2150.published coordinates in North Carolina will not be EY2150.consistent with the Continuously Operating Reference Stations EY2150.(CORS). The HARN coordinates for these stations are available EY2150.upon request. Contact Gary Thompson(919-733-3836). EY2150. EY2150.In addition, the published North Carolina positions EY2150.(NAD 83 (1986)) are NOT consistent with those determined in EY2150.adjacent state readjustments. The discontinuity between stations EY2150.located in North Carolina and those in adjacent states EY2150.which have been adjusted to the HARN may be as much as 5 EY2150.decimeters. This will result in a significant loss of accuracy EY2150.over lines crossing such state borders. EY2150 EY2150 EY2150.The horizontal coordinates were established by classical geodetic methods EY2150.and adjusted by the National Geodetic Survey in July 1986. EY2150 EY2150.The orthometric height was scaled from a topographic map. EY2150 EY2150.The Laplace correction was computed from DEFLEC99 derived deflections. EY2150 EY2150.The geoid height was determined by GEOID03. EY2150 EY2150; North East Units Scale Factor Converg. EY2150;SPC NC - 200,070.107 785,548.089 MT 0.99988503 +1 07 12.0 EY2150;SPC NC - 656,396.68 2,577,252.36 sFT 0.99988503 +1 07 12.0 EY2150;UTM 18 - 3,934,665.197 313,293.560 MT 1.00002959 -1 11 50.7 EY2150 EY2150! - Elev Factor x Scale Factor = Combined Factor EY2150!SPC NC - 1.00000580 x 0.99988503 = 0.99989083 EY2150!UTM 18 - 1.00000580 x 1.00002959 = 1.00003539 EY2150 EY2150: Primary Azimuth Mark Grid Az EY2150:SPC NC - END 317 13 40.2 EY2150:UTM 18 - END 319 32 42.9 EY2150 EY2150|---------------------------------------------------------------------| EY2150| PID Reference Object Distance Geod. Az | EY2150| dddmmss.s | EY2150| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 0.9 KM 0011110.5 | EY2150| EY2195 WASHINGTON METH CHURCH SPIRE APPROX. 0.8 KM 0085828.8 | EY2150| EY2189 HAVENS 484.374 METERS 0273415.7 | EY2150| EY2175 WASHINGTON PO FLAGPOLE APPROX. 0.8 KM 0405230.9 | EY2150| EY2169 WASHINGTON EPIS CHURCH SPIRE APPROX. 0.7 KM 0541552.3 | EY2150| EY2168 WASHINGTON CHRISTIAN CH SPIRE APPROX. 1.0 KM 0684729.6 | EY2150| EY2197 POLE ON ISLAND 457.432 METERS 0841826.9 | EY2150| EY2173 WASHINGTON N AND S RR TANK APPROX. 1.1 KM 0901236.8 | EY2150| EY2180 WASHINGTON WEA BUREAU TOWER APPROX. 1.2 KM 0924659.7 | EY2150| EY4613 ROCK RM 27.180 METERS 21845 | EY2150| EY2110 END 440.798 METERS 3182052.2 | EY2150| EY2114 EUREKA MILLS STACK APPROX. 1.3 KM 3271127.6 | EY2150| EY2119 HACKNEY HOUSE CHIMNEY APPROX. 1.0 KM 3300823.8 | EY2150| EY2167 WASHINGTON BUGGY CO TANK APPROX. 1.5 KM 3363612.6 | EY2150| EY2170 WASHINGTON HS FLAGPOLE APPROX. 0.9 KM 3544231.2 | EY2150|---------------------------------------------------------------------| EY2150 EY2150 SUPERSEDED SURVEY CONTROL EY2150 EY2150 NAD 27 - 35 32 16.43100(N) 077 03 35.33100(W) AD( ) 3 EY2150 EY2150.Superseded values are not recommended for survey control. EY2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2150.See file dsdata.txt to determine how the superseded data were derived. EY2150 EY2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1329434665(NAD 83) EY2150_MARKER: DS = TRIANGULATION STATION DISK EY2150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2150_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2150 EY2150 HISTORY - Date Condition Report By EY2150 HISTORY - 1914 MONUMENTED CGS EY2150 HISTORY - 1949 SEE DESCRIPTION CGS EY2150 EY2150 STATION DESCRIPTION EY2150 EY2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2150'STATION IS ON THE S SIDE OF PAMLICO RIVER, OPPOSITE THE CITY EY2150'OF WASHINGTON, ABOUT MIDWAY BETWEEN THE COUNTY BRIDGE AND THE EY2150'NORFOLK SOUTHERN RAILROAD BRIDGE, ON A POINT WHICH APPARENTLY IS EY2150'WHAT REMAINS OF THE SHORE END OF SOME WHARF AND IS VERY STABLE IN EY2150'CHARACTER, ABOUT IN THE MIDDLE OF THIS POINT 3 METERS N OF A EY2150'BRICK PILE. EY2150' EY2150'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2150'IN THE TOPS OF TILES. EY2150' EY2150'THE REFERENCE MARK IS 27.18 METERS (89.2 FEET) FROM THE STATION EY2150'S DEG 46 MIN W. EY2150 EY2150 STATION RECOVERY (1949) EY2150 EY2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY2150'STATION WAS RECOVERED WITH THE TOP OF THE MONUMENT BROKEN OFF AND EY2150'THE DISK MISSING. A THOROUGH SEARCH BY TWO MEN FOR ONE HOUR EY2150'FAILED TO REVEAL THE REFERENCE MARK. EY2150' EY2150'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED EY2150'AND THE REFERENCE MARK AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2151 *********************************************************************** EY2151 DESIGNATION - RODGERS EY2151 PID - EY2151 EY2151 STATE/COUNTY- NC/BEAUFORT EY2151 USGS QUAD - WASHINGTON (1983) EY2151 EY2151 *CURRENT SURVEY CONTROL EY2151 ___________________________________________________________________ EY2151* NAD 83(1986)- 35 36 02.48001(N) 077 04 00.40470(W) ADJUSTED EY2151* NAVD 88 - 10.7 (meters) 35. (feet) VERTCON EY2151 ___________________________________________________________________ EY2151 LAPLACE CORR- -2.73 (seconds) DEFLEC99 EY2151 GEOID HEIGHT- -36.50 (meters) GEOID03 EY2151 EY2151 HORZ ORDER - SECOND EY2151 EY2151.The North Carolina HARNS have been completed but, EY2151.due to contractual restrictions, coordinates for these stations EY2151.will NOT be published in the near future. In the interim, the EY2151.published coordinates in North Carolina will not be EY2151.consistent with the Continuously Operating Reference Stations EY2151.(CORS). The HARN coordinates for these stations are available EY2151.upon request. Contact Gary Thompson(919-733-3836). EY2151. EY2151.In addition, the published North Carolina positions EY2151.(NAD 83 (1986)) are NOT consistent with those determined in EY2151.adjacent state readjustments. The discontinuity between stations EY2151.located in North Carolina and those in adjacent states EY2151.which have been adjusted to the HARN may be as much as 5 EY2151.decimeters. This will result in a significant loss of accuracy EY2151.over lines crossing such state borders. EY2151 EY2151 EY2151.The horizontal coordinates were established by classical geodetic methods EY2151.and adjusted by the National Geodetic Survey in July 1986. EY2151 EY2151.The NAVD 88 height was computed by applying the VERTCON shift value to EY2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2151 EY2151.The Laplace correction was computed from DEFLEC99 derived deflections. EY2151 EY2151.The geoid height was determined by GEOID03. EY2151 EY2151; North East Units Scale Factor Converg. EY2151;SPC NC - 207,004.082 784,751.866 MT 0.99989108 +1 06 56.9 EY2151;SPC NC - 679,145.89 2,574,640.08 sFT 0.99989108 +1 06 56.9 EY2151;UTM 18 - 3,941,626.699 312,778.407 MT 1.00003196 -1 12 12.6 EY2151 EY2151! - Elev Factor x Scale Factor = Combined Factor EY2151!SPC NC - 1.00000405 x 0.99989108 = 0.99989513 EY2151!UTM 18 - 1.00000405 x 1.00003196 = 1.00003602 EY2151 EY2151: Primary Azimuth Mark Grid Az EY2151:SPC NC - PEPSI 193 22 36.9 EY2151:UTM 18 - PEPSI 195 41 46.4 EY2151 EY2151|---------------------------------------------------------------------| EY2151| PID Reference Object Distance Geod. Az | EY2151| dddmmss.s | EY2151| EY2146 PEPSI 476.433 METERS 1942933.8 | EY2151|---------------------------------------------------------------------| EY2151 EY2151 SUPERSEDED SURVEY CONTROL EY2151 EY2151 NAD 27 - 35 36 01.89377(N) 077 04 01.56981(W) AD( ) 2 EY2151 NGVD 29 (07/19/86) 11.0 (m) 36. (f) VERT ANG EY2151 EY2151.Superseded values are not recommended for survey control. EY2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2151.See file dsdata.txt to determine how the superseded data were derived. EY2151 EY2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1277841627(NAD 83) EY2151_MARKER: DE = TRAVERSE STATION DISK EY2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2151_STAMPING: RODGERS 1965 EY2151_MARK LOGO: NCGS EY2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2151+STABILITY: SURFACE MOTION EY2151 EY2151 HISTORY - Date Condition Report By EY2151 HISTORY - 1965 MONUMENTED NCGS EY2151 HISTORY - 19890729 MARK NOT FOUND USPSQD EY2151 HISTORY - 19980207 MARK NOT FOUND USPSQD EY2151 EY2151 STATION DESCRIPTION EY2151 EY2151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2151'RODGERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2151'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2151' EY2151'RODGERS IS 3.8 MILES N OF WASHINGTON. LOCATED 4.15 MILES N EY2151'ALONG U.S. 17 FROM N END OF BRIDGE OVER PAMLICO RIVER. 1.0 EY2151'MILE N OF SR 1001 AND U.S. 17. APPROXIMATELY 100 FT N OF EY2151'RODGERS STORE. 0.6 MILES S OF SR 1413 AND U.S. 17. AND ON E EY2151'SIDE OF U.S. 17 ON DITCH BANK. EY2151' EY2151'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2151'RODGERS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2151'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2151' EY2151'MARK IS EY2151' EY2151'27.5 FT E OF YELLOW ARROW ON U.S. 17 EY2151' EY2151'62.0 FT NW OF TP 1 WITH ALUMINUM REF. TAG EY2151' EY2151'113.7 FT SW OF TP WITH ALUMINUM REF. TAG EY2151' EY2151'6.7 FT W OF WIRE FENCE EY2151' EY2151'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2151 EY2151 STATION RECOVERY (1989) EY2151 EY2151'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2151'MARK NOT FOUND. EY2151 EY2151 STATION RECOVERY (1998) EY2151 EY2151'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2151'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5779 *********************************************************************** EY5779 DESIGNATION - RODGERSON EY5779 PID - EY5779 EY5779 STATE/COUNTY- NC/BEAUFORT EY5779 USGS QUAD - WASHINGTON (1983) EY5779 EY5779 *CURRENT SURVEY CONTROL EY5779 ___________________________________________________________________ EY5779* NAD 83(1986)- 35 37 22.40230(N) 077 03 44.61974(W) ADJUSTED EY5779* NAVD 88 - 13.25 (+/-2cm) 43.5 (feet) VERTCON EY5779 ___________________________________________________________________ EY5779 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EY5779 GEOID HEIGHT- -36.46 (meters) GEOID03 EY5779 EY5779 HORZ ORDER - SECOND EY5779 VERT ORDER - THIRD ? (See Below) EY5779 EY5779.The North Carolina HARNS have been completed but, EY5779.due to contractual restrictions, coordinates for these stations EY5779.will NOT be published in the near future. In the interim, the EY5779.published coordinates in North Carolina will not be EY5779.consistent with the Continuously Operating Reference Stations EY5779.(CORS). The HARN coordinates for these stations are available EY5779.upon request. Contact Gary Thompson(919-733-3836). EY5779. EY5779.In addition, the published North Carolina positions EY5779.(NAD 83 (1986)) are NOT consistent with those determined in EY5779.adjacent state readjustments. The discontinuity between stations EY5779.located in North Carolina and those in adjacent states EY5779.which have been adjusted to the HARN may be as much as 5 EY5779.decimeters. This will result in a significant loss of accuracy EY5779.over lines crossing such state borders. EY5779 EY5779 EY5779.The horizontal coordinates were established by classical geodetic methods EY5779.and adjusted by the National Geodetic Survey in January 1991. EY5779 EY5779.The NAVD 88 height was computed by applying the VERTCON shift value to EY5779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5779.The vertical order pertains to the NGVD 29 superseded value. EY5779 EY5779.The Laplace correction was computed from DEFLEC99 derived deflections. EY5779 EY5779.The geoid height was determined by GEOID03. EY5779 EY5779; North East Units Scale Factor Converg. EY5779;SPC NC - 209,474.294 785,101.002 MT 0.99989351 +1 07 06.0 EY5779;SPC NC - 687,250.25 2,575,785.54 sFT 0.99989351 +1 07 06.0 EY5779;UTM 18 - 3,944,081.096 313,227.298 MT 1.00002989 -1 12 05.7 EY5779 EY5779! - Elev Factor x Scale Factor = Combined Factor EY5779!SPC NC - 1.00000364 x 0.99989351 = 0.99989715 EY5779!UTM 18 - 1.00000364 x 1.00002989 = 1.00003353 EY5779 EY5779 SUPERSEDED SURVEY CONTROL EY5779 EY5779 NGVD 29 (01/18/91) 13.58 (m) 44.6 (f) LEVELING 3 EY5779 EY5779.Superseded values are not recommended for survey control. EY5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5779.See file dsdata.txt to determine how the superseded data were derived. EY5779 EY5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1322744081(NAD 83) EY5779_MARKER: DE = TRAVERSE STATION DISK EY5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5779_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5779_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5779+STABILITY: SURFACE MOTION EY5779 EY5779 HISTORY - Date Condition Report By EY5779 HISTORY - 1980 MONUMENTED NCGS EY5779 HISTORY - 19890729 MARK NOT FOUND USPSQD EY5779 HISTORY - 19980207 GOOD USPSQD EY5779 EY5779 STATION DESCRIPTION EY5779 EY5779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5779'THE STATION IS LOCATED APPROXIMATELY 5.4 MILES NORTH OF WASHINGTON AND EY5779'0.8 MILE SOUTH OF MINEOLA. EY5779' EY5779'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5779'MINEOLA, NORTH OF WASHINGTON, PROCEED SOUTH ALONG US 17 FOR 0.8 MILE EY5779'TO STATION IN THE LEFT SHOULDER, ON THE PROJECTION OF THE SOUTH SIDE EY5779'OF A 2 STORY WHITE FRAME HOUSE AND 0.4 MILE SOUTH OF THE INTERSECTION EY5779'WITH SR 1511 (EAST) AND SR 1409 (WEST). EY5779' EY5779'STATION MARK IS A STANDARD DISK STAMPED---RODGERSON 1980---SET IN THE EY5779'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EY5779'SURFACE. THE MARK IS 19.7 FEET EAST-SOUTHEAST OF THE CENTERLINE OF EY5779'US 17, 57.5 FEET SOUTHEAST OF NORTH END OF CULVERT, 17.3 FEET SOUTH EY5779'SOUTHWEST OF METAL MAILBOX POST, 65.0 FEET EAST OF 18 INCH OAK AT EY5779'SOUTHEAST CORNER OF YARD WITH REFERENCE TAG AND 115.1 FEET SOUTHEAST EY5779'OF 8 INCH PINE AT NORTHEAST CORNER OF YARD WITH REFERENCE TAG. EY5779 EY5779 STATION RECOVERY (1989) EY5779 EY5779'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY5779'MARK NOT FOUND. EY5779 EY5779 STATION RECOVERY (1998) EY5779 EY5779'RECOVERY NOTE BY US POWER SQUADRON 1998 EY5779'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0181 *********************************************************************** EY0181 DESIGNATION - RODMAN EY0181 PID - EY0181 EY0181 STATE/COUNTY- NC/BEAUFORT EY0181 USGS QUAD - SOUTH CREEK (1993) EY0181 EY0181 *CURRENT SURVEY CONTROL EY0181 ___________________________________________________________________ EY0181* NAD 83(1986)- 35 17 09.54280(N) 076 41 07.12330(W) ADJUSTED EY0181* NAVD 88 - 1.038 (meters) 3.41 (feet) ADJUSTED EY0181 ___________________________________________________________________ EY0181 LAPLACE CORR- -0.50 (seconds) DEFLEC99 EY0181 GEOID HEIGHT- -37.30 (meters) GEOID03 EY0181 DYNAMIC HT - 1.037 (meters) 3.40 (feet) COMP EY0181 MODELED GRAV- 979,752.9 (mgal) NAVD 88 EY0181 EY0181 HORZ ORDER - SECOND EY0181 VERT ORDER - SECOND CLASS II EY0181 EY0181.The North Carolina HARNS have been completed but, EY0181.due to contractual restrictions, coordinates for these stations EY0181.will NOT be published in the near future. In the interim, the EY0181.published coordinates in North Carolina will not be EY0181.consistent with the Continuously Operating Reference Stations EY0181.(CORS). The HARN coordinates for these stations are available EY0181.upon request. Contact Gary Thompson(919-733-3836). EY0181. EY0181.In addition, the published North Carolina positions EY0181.(NAD 83 (1986)) are NOT consistent with those determined in EY0181.adjacent state readjustments. The discontinuity between stations EY0181.located in North Carolina and those in adjacent states EY0181.which have been adjusted to the HARN may be as much as 5 EY0181.decimeters. This will result in a significant loss of accuracy EY0181.over lines crossing such state borders. EY0181 EY0181 EY0181.The horizontal coordinates were established by classical geodetic methods EY0181.and adjusted by the National Geodetic Survey in April 1998. EY0181 EY0181.The orthometric height was determined by differential leveling EY0181.and adjusted by the National Geodetic Survey in June 1998. EY0181 EY0181.The Laplace correction was computed from DEFLEC99 derived deflections. EY0181 EY0181.The geoid height was determined by GEOID03. EY0181 EY0181.The dynamic height is computed by dividing the NAVD 88 EY0181.geopotential number by the normal gravity value computed on the EY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0181.degrees latitude (g = 980.6199 gals.). EY0181 EY0181.The modeled gravity was interpolated from observed gravity values. EY0181 EY0181; North East Units Scale Factor Converg. EY0181;SPC NC - 172,841.139 820,121.166 MT 0.99987277 +1 20 09.5 EY0181;SPC NC - 567,062.97 2,690,680.86 sFT 0.99987277 +1 20 09.5 EY0181;UTM 18 - 3,906,060.617 346,742.058 MT 0.99988947 -0 58 25.4 EY0181 EY0181! - Elev Factor x Scale Factor = Combined Factor EY0181!SPC NC - 1.00000569 x 0.99987277 = 0.99987846 EY0181!UTM 18 - 1.00000569 x 0.99988947 = 0.99989516 EY0181 EY0181: Primary Azimuth Mark Grid Az EY0181:SPC NC - RODMAN RM 2 144 28 05.9 EY0181:UTM 18 - RODMAN RM 2 146 46 40.8 EY0181 EY0181|---------------------------------------------------------------------| EY0181| PID Reference Object Distance Geod. Az | EY0181| dddmmss.s | EY0181| EY5412 RODMAN RM 1 28.328 METERS 14100 | EY0181| EY5413 RODMAN RM 2 1454815.4 | EY0181| EY5414 RODMAN RM 3 31.916 METERS 24055 | EY0181|---------------------------------------------------------------------| EY0181 EY0181 SUPERSEDED SURVEY CONTROL EY0181 EY0181 NAD 83(1986)- 35 17 09.54728(N) 076 41 07.12307(W) AD( ) 2 EY0181 NAD 27 - 35 17 08.92600(N) 076 41 08.38000(W) AD( ) 2 EY0181 NAVD 88 (06/15/91) 1.009 (m) 3.31 (f) UNKNOWN 2 2 EY0181 NGVD 29 (??/??/92) 1.335 (m) 4.38 (f) ADJ UNCH 2 2 EY0181 EY0181.Superseded values are not recommended for survey control. EY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0181.See file dsdata.txt to determine how the superseded data were derived. EY0181 EY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4674206061(NAD 83) EY0181_MARKER: DS = TRIANGULATION STATION DISK EY0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY0181_STAMPING: RODMAN 1935 EY0181_MARK LOGO: CGS EY0181_MAGNETIC: O = OTHER; SEE DESCRIPTION EY0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0181+STABILITY: SURFACE MOTION EY0181 EY0181 HISTORY - Date Condition Report By EY0181 HISTORY - 1935 MONUMENTED CGS EY0181 HISTORY - 1935 GOOD CGS EY0181 HISTORY - 1948 GOOD CGS EY0181 HISTORY - 1963 GOOD NGS EY0181 HISTORY - 19830101 GOOD NCGS EY0181 EY0181 STATION DESCRIPTION EY0181 EY0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY0181'STATION IS LOCATED ON THE S SIDE OF THE MARSH ALONG CAMPBELLS EY0181'CREEK, WHERE THE HIGHWAY CROSSES THE CREEK ABOUT 1/2 MILES SE OF EY0181'JONES STORE, AND ABOUT 6 MILES E OF AURORA. THE STATION IS 145 EY0181'METERS (PACED) SE OF THE CENTER OF THE BRIDGE, 12-1/2 METERS NE EY0181'OF CENTER LINE OF HIGHWAY, AND ABOUT 20 METERS FROM THE MARSH. EY0181' EY0181'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET EY0181'IN CONCRETE AS DESCRIBED. EY0181' EY0181'REFERENCE MARK NO. 1 IS SE OF THE STATION, 15 METERS NE OF EY0181'CENTER LINE OF ROAD. EY0181' EY0181'REFERENCE MARK NO. 2, (AZIMUTH MARK), IS 0.55 MILE SE OF STATION, EY0181'ON THE SW SIDE OF THE ROAD, 10 METERS FROM THE CENTER LINE, ABOUT EY0181'20 METERS NE OF AN 8-INCH PINE BLAZED WITH A TRIANGLE. THE ROAD EY0181'CURVES TO THE EASTWARD AT THIS POINT. EY0181' EY0181'REFERENCE MARK NO. 3 IS ACROSS THE ROAD FROM THE STATION, 20 EY0181'METERS FROM THE CENTER LINE, AT THE N END OF A BORROW PIT. EY0181' EY0181'TO REACH FROM AURORA, SET 0.0 MILE AT POST OFFICE AND GO E ACROSS EY0181'SOUTH CREEK. AT 0.8 MILE TAKE RIGHT FORK, AT 1.1 MILES CONTINUE EY0181'PAST CROSSROADS AT SIGN CAMPBELLS CREEK 4-1/2 MILES, AT 5.6 MILES EY0181'TURN RIGHT AT JONES STORE, AT 5.9 MILES TURN LEFT AT SIGN HOBUCKEN EY0181'8 MILES, AND AT 6.2 MILES REACH STATION ON LEFT AT EDGE OF MARSH. EY0181' EY0181'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY0181 EY0181 STATION RECOVERY (1935) EY0181 EY0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EY0181'6.5 MI E FROM AURORA. EY0181'A NEW ROAD HAS BEEN BUILT MAKING THE ORIGINAL DESCRIPTION EY0181'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- TO REACH FROM EAST END EY0181'OF CONCRETE BRIDGE OVER SOUTH CREEK AT AURORA, TRAVEL ALONG EY0181'AURORA-HOBUCKEN ROAD EAST 6.5 MILES TO STATION ON LEFT. MARK EY0181'IS 496.9 FT. SE OF SE CORNER OF CONCRETE BRIDGE OVER CAMPBELL EY0181'CREEK, ABOUT 65.6 FT. FROM THE EDGE OF MARSH, 41.2 FT. NE OF EY0181'CENTERLINE OF HIGHWAY, AND 4.0 FT. SE OF WHITE REFERENCE POST. EY0181'A STANDARD TRIANGULATION DISK STAMPED RODMAN, 1935 SET IN TOP EY0181'OF A 12 INCH SQUARE CONCRETE MONUMENT. EY0181 EY0181 STATION RECOVERY (1948) EY0181 EY0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY0181'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD EY0181'CONDITION. REFERENCE MARK 3 RECOVERED IN POOR CONDITION. DISTANCES EY0181'TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND EY0181'TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE. A NEW EY0181'DESCRIPTION FOLLOWS-- EY0181' EY0181'STATION IS LOCATED ON THE S SIDE OF THE MARSH ALONG THE HEAD OF EY0181'CAMPBELL CREEK, WHERE THE AURORA-HOBUCKEN HIGHWAY CROSSES THE EY0181'CREEK, ABOUT 1/2 MILE SE OF JONES STORE IN THE VILLAGE OF EY0181'CAMPBELL CREEK, AND ABOUT 6.9 MILES E OF AURORA. STATION IS 151.5 EY0181'METERS SE OF THE SE CORNER OF CONCRETE BRIDGE, 12.5 METERS NE OF EY0181'CENTER LINE OF HIGHWAY, AND ABOUT 20.0 METERS FROM THE MARSH. EY0181' EY0181'STATION MARK IS A BRONZE STATION DISK, STAMPED RODMAN 1935, AND EY0181'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY0181'6 INCHES ABOVE THE GROUND. EY0181' EY0181'REFERENCE MARK 1 IS SE OF THE STATION, 15 METERS NE OF THE EY0181'CENTER LINE OF THE ROAD. IT IS A BRONZE REFERENCE DISK, STAMPED EY0181'R M NO 1 RODMAN 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE EY0181'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND. EY0181' EY0181'REFERENCE MARK 2 (AZIMUTH MARK) IS 836.5 METERS SE OF THE EY0181'STATION, ON THE SW SIDE OF THE OLD ROAD, 8.3 METERS FROM THE EY0181'CENTER LINE, 15.2 METERS NE OF A 10-INCH PINE BLAZED WITH A EY0181'TRIANGLE. THE NEW ROAD CURVES TO THE E AT THIS POINT, AND A SMALL EY0181'SECTION OF THE OLD ROAD REMAINS INTACT. IT IS A BRONZE REFERENCE EY0181'DISK, STAMPED R M NO 2 RODMAN 1935, AND SET IN THE TOP OF A EY0181'12-INCH SQUARE CONCRETE MONUMENT. EY0181' EY0181'REFERENCE MARK 3 IS ACROSS THE ROAD FROM THE STATION, 20 METERS EY0181'SW OF THE CENTER LINE, ON THE W EDGE OF A CANAL. THE CANAL CUT EY0181'HAS COMPLETELY EXPOSED ONE SIDE OF THE MONUMENT AND EROSION BY EY0181'RAIN MAY DESTROY THE REFERENCE MARK IN THE FUTURE. IT IS A BRONZE EY0181'REFERENCE DISK, STAMPED R M NO 3 RODMAN 1935, AND SET IN THE TOP EY0181'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE EY0181'THE GROUND. EY0181' EY0181'TO REACH FROM AURORA, SET 0.0 MILE AT POST OFFICE AND GO E ACROSS EY0181'THE STEEL TRUSS BRIDGE OVER SOUTH CREEK. AT 0.8 MILE TAKE RIGHT EY0181'FORK, AT 1.1 MILES CONTINUE PAST CROSSROADS AT SIGN CAMPBELL EY0181'CREEK 4-1/2 MILES, AT 6.8 MILES CROSS CONCRETE BRIDGE OVER EY0181'CAMPBELL CREEK ON THE AURORA-HOBUCKEN HIGHWAY, AT 6.9 MILES REACH EY0181'BEGINNING OF WOODS ON LEFT AND STATION. EY0181 EY0181 STATION RECOVERY (1963) EY0181 EY0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EY0181'RECOVERED IN GOOD CONDITION. EY0181 EY0181 STATION RECOVERY (1983) EY0181 EY0181'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY0181'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. RM 2 EY0181'AND RM 3 WERE SEARCHED FOR BUT NOT FOUND. THE DISTANCE FOR RM 3 PLACES EY0181'IT IN THE CANAL. JONES STORE IS GONE. MARK IS LOCATED 12.4 M (40.7 EY0181'FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 151.5 M (497.0 FT) EY0181'SOUTH-SOUTHEAST OF THE SOUTHEAST CONCRETE BRIDGE CORNER, AND 1.8 M EY0181'(5.9 FT) SOUTH-SOUTHEAST OF A 12-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2190 *********************************************************************** EY2190 DESIGNATION - RODMAN POINT SHOAL BEACON EY2190 PID - EY2190 EY2190 STATE/COUNTY- NC/BEAUFORT EY2190 USGS QUAD - WASHINGTON (1983) EY2190 EY2190 *CURRENT SURVEY CONTROL EY2190 ___________________________________________________________________ EY2190* NAD 83(1986)- 35 31 29.32148(N) 077 02 17.44897(W) ADJUSTED EY2190* NAVD 88 - EY2190 ___________________________________________________________________ EY2190 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2190 GEOID HEIGHT- -36.68 (meters) GEOID03 EY2190 EY2190 HORZ ORDER - THIRD EY2190 EY2190.The North Carolina HARNS have been completed but, EY2190.due to contractual restrictions, coordinates for these stations EY2190.will NOT be published in the near future. In the interim, the EY2190.published coordinates in North Carolina will not be EY2190.consistent with the Continuously Operating Reference Stations EY2190.(CORS). The HARN coordinates for these stations are available EY2190.upon request. Contact Gary Thompson(919-733-3836). EY2190. EY2190.In addition, the published North Carolina positions EY2190.(NAD 83 (1986)) are NOT consistent with those determined in EY2190.adjacent state readjustments. The discontinuity between stations EY2190.located in North Carolina and those in adjacent states EY2190.which have been adjusted to the HARN may be as much as 5 EY2190.decimeters. This will result in a significant loss of accuracy EY2190.over lines crossing such state borders. EY2190 EY2190 EY2190.The horizontal coordinates were established by classical geodetic methods EY2190.and adjusted by the National Geodetic Survey in July 1986. EY2190 EY2190 EY2190.The Laplace correction was computed from DEFLEC99 derived deflections. EY2190 EY2190.The geoid height was determined by GEOID03. EY2190 EY2190; North East Units Scale Factor Converg. EY2190;SPC NC - 198,638.843 787,508.940 MT 0.99988391 +1 07 56.3 EY2190;SPC NC - 651,700.94 2,583,685.58 sFT 0.99988391 +1 07 56.3 EY2190;UTM 18 - 3,933,155.611 315,195.207 MT 1.00002089 -1 11 04.7 EY2190 EY2190 SUPERSEDED SURVEY CONTROL EY2190 EY2190 NAD 27 - 35 31 28.73400(N) 077 02 18.62100(W) AD( ) 3 EY2190 EY2190.Superseded values are not recommended for survey control. EY2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2190.See file dsdata.txt to determine how the superseded data were derived. EY2190 EY2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1519533156(NAD 83) EY2190_MARKER: 14 = NAVIGATION LIGHT EY2190 EY2190 HISTORY - Date Condition Report By EY2190 HISTORY - 1935 FIRST OBSERVED CGS EY2190 HISTORY - 1951 GOOD CGS EY2190 EY2190 STATION DESCRIPTION EY2190 EY2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG) EY2190'STATION RECOVERED AS DESCRIBED. THIS LIGHT IS LISTED IN THE EY2190'INTRACOASTAL WATERWAY LIGHT LIST AS RODMAN POINT SHOAL EY2190'LIGHT. STATION IS THE APEX OF LANTERN ATOP A BLACK BOX ON A EY2190'BLACK SLATTED PILE STRUCTURE, 16 FEET ABOVE MEAN HIGH WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2153 *********************************************************************** EY2153 DESIGNATION - RODNEY 2 EY2153 PID - EY2153 EY2153 STATE/COUNTY- NC/BEAUFORT EY2153 USGS QUAD - WASHINGTON (1983) EY2153 EY2153 *CURRENT SURVEY CONTROL EY2153 ___________________________________________________________________ EY2153* NAD 83(1986)- 35 31 28.71918(N) 077 02 34.51699(W) ADJUSTED EY2153* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2153 ___________________________________________________________________ EY2153 LAPLACE CORR- -1.82 (seconds) DEFLEC99 EY2153 GEOID HEIGHT- -36.67 (meters) GEOID03 EY2153 EY2153 HORZ ORDER - THIRD EY2153 EY2153.The North Carolina HARNS have been completed but, EY2153.due to contractual restrictions, coordinates for these stations EY2153.will NOT be published in the near future. In the interim, the EY2153.published coordinates in North Carolina will not be EY2153.consistent with the Continuously Operating Reference Stations EY2153.(CORS). The HARN coordinates for these stations are available EY2153.upon request. Contact Gary Thompson(919-733-3836). EY2153. EY2153.In addition, the published North Carolina positions EY2153.(NAD 83 (1986)) are NOT consistent with those determined in EY2153.adjacent state readjustments. The discontinuity between stations EY2153.located in North Carolina and those in adjacent states EY2153.which have been adjusted to the HARN may be as much as 5 EY2153.decimeters. This will result in a significant loss of accuracy EY2153.over lines crossing such state borders. EY2153 EY2153 EY2153.The horizontal coordinates were established by classical geodetic methods EY2153.and adjusted by the National Geodetic Survey in July 1986. EY2153 EY2153.The orthometric height was scaled from a topographic map. EY2153 EY2153.The Laplace correction was computed from DEFLEC99 derived deflections. EY2153 EY2153.The geoid height was determined by GEOID03. EY2153 EY2153; North East Units Scale Factor Converg. EY2153;SPC NC - 198,611.800 787,079.413 MT 0.99988389 +1 07 46.4 EY2153;SPC NC - 651,612.21 2,582,276.37 sFT 0.99988389 +1 07 46.4 EY2153;UTM 18 - 3,933,145.953 314,764.879 MT 1.00002285 -1 11 14.6 EY2153 EY2153! - Elev Factor x Scale Factor = Combined Factor EY2153!SPC NC - 1.00000581 x 0.99988389 = 0.99988970 EY2153!UTM 18 - 1.00000581 x 1.00002285 = 1.00002866 EY2153 EY2153: Primary Azimuth Mark Grid Az EY2153:SPC NC - CEDAR GROVE RESET 038 25 47.8 EY2153:UTM 18 - CEDAR GROVE RESET 040 44 48.8 EY2153 EY2153|---------------------------------------------------------------------| EY2153| PID Reference Object Distance Geod. Az | EY2153| dddmmss.s | EY2153| EY2140 NORTHWEST STACK APPROX. 1.3 KM 0061512.4 | EY2153| EY2130 LONE STACK APPROX. 1.9 KM 0241927.5 | EY2153| EY2104 CEDAR GROVE RESET APPROX. 1.0 KM 0393334.2 | EY2153| EY2152 RODMAN POINT SHOAL LIGHT OLD 358.207 METERS 05400 | EY2153| EY2143 PAMLICO CHEMICAL CO STACK APPROX. 1.4 KM 0795409.8 | EY2153| EY2191 RODMAN POINT SHOAL LIGHT NEW 431.372 METERS 0875316.3 | EY2153| EY2136 MC WILLIAMS PT SHOAL LT OLD APPROX. 0.9 KM 1123336.7 | EY2153| EY4620 RODNEY 2 RM 12.000 METERS 21832 | EY2153| EY2139 N AND S RR BRIDGE W SEMAPHORE APPROX. 1.5 KM 3250319.8 | EY2153| EY2185 WINDMILL POINT SHOAL LIGHT NEW APPROX. 0.9 KM 3310057.4 | EY2153| EY2138 N AND S RR BRIDGE E SEMAPHORE APPROX. 1.4 KM 3314422.4 | EY2153| EY2169 WASHINGTON EPIS CHURCH SPIRE APPROX. 2.1 KM 3332205.0 | EY2153| EY2175 WASHINGTON PO FLAGPOLE APPROX. 2.3 KM 3341406.8 | EY2153| EY2186 WINDMILL POINT SHOAL LIGHT OLD APPROX. 0.7 KM 3355107.7 | EY2153| EY2180 WASHINGTON WEA BUREAU TOWER APPROX. 1.5 KM 3462558.2 | EY2153| EY2116 FLAG IN WATER APPROX. 0.9 KM 3485744.0 | EY2153|---------------------------------------------------------------------| EY2153 EY2153 SUPERSEDED SURVEY CONTROL EY2153 EY2153 NAD 27 - 35 31 28.13700(N) 077 02 35.68900(W) AD( ) 3 EY2153 EY2153.Superseded values are not recommended for survey control. EY2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2153.See file dsdata.txt to determine how the superseded data were derived. EY2153 EY2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1476533146(NAD 83) EY2153_MARKER: DD = SURVEY DISK EY2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2153 EY2153 HISTORY - Date Condition Report By EY2153 HISTORY - 1914 MONUMENTED USE EY2153 HISTORY - 1933 SEE DESCRIPTION CGS EY2153 EY2153 STATION DESCRIPTION EY2153 EY2153'DESCRIBED BY US ENGINEERS 1914 (PCW) EY2153'STATION IS ON THE S SIDE OF PAMLICO RIVER, AT THE E SIDE OF EY2153'THE ENTRANCE TO RODMAN CREEK, ON A SOFT MARSHY POINT, 40 YARDS EY2153'FROM A LONE CYPRESS TREE, AND 12 YARDS SW FROM THE SHORE LINE. EY2153' EY2153'THE STATION ORIGINALLY ESTABLISHED BY THE ARMY ENGINEERS IS EY2153'MARKED BY AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS MARKED EY2153'ON TOP U.S.E.D. 1913. A MOUND OF CONCRETE HAS BEEN PLACED EY2153'AROUND THE STATION FOR PRESERVATION. EY2153' EY2153'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE, IN THE EY2153'TOP OF A TILE, AND IS 12.00 METERS EY2153'(39.4 FEET) FROM THE STATION S DEG 33 MIN W. EY2153 EY2153 STATION RECOVERY (1933) EY2153 EY2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2153'STATION IS ON THE RODMAN POINT ON THE S SIDE OF PAMLICO EY2153'RIVER. OLD STATION IS IN PLACE, BUT CLOSE TO WATERS EDGE AND EY2153'SOON WILL BE LOST. OLD REFERENCE MARK IS GONE OR COVERED. EY2153' EY2153'A NEW STATION BRIGHT HAS BEEN ESTABLISHED IN SAME LOCATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4087 *********************************************************************** EY4087 DESIGNATION - ROSE AZ MK EY4087 PID - EY4087 EY4087 STATE/COUNTY- NC/BEAUFORT EY4087 USGS QUAD - PANTEGO (1974) EY4087 EY4087 *CURRENT SURVEY CONTROL EY4087 ___________________________________________________________________ EY4087* NAD 83(1986)- 35 34 14.22182(N) 076 41 30.38658(W) ADJUSTED EY4087* NAVD 88 - 1.716 (meters) 5.63 (feet) ADJUSTED EY4087 ___________________________________________________________________ EY4087 LAPLACE CORR- -2.24 (seconds) DEFLEC99 EY4087 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4087 DYNAMIC HT - 1.715 (meters) 5.63 (feet) COMP EY4087 MODELED GRAV- 979,773.9 (mgal) NAVD 88 EY4087 EY4087 HORZ ORDER - SECOND EY4087 VERT ORDER - SECOND CLASS II EY4087 EY4087.The North Carolina HARNS have been completed but, EY4087.due to contractual restrictions, coordinates for these stations EY4087.will NOT be published in the near future. In the interim, the EY4087.published coordinates in North Carolina will not be EY4087.consistent with the Continuously Operating Reference Stations EY4087.(CORS). The HARN coordinates for these stations are available EY4087.upon request. Contact Gary Thompson(919-733-3836). EY4087. EY4087.In addition, the published North Carolina positions EY4087.(NAD 83 (1986)) are NOT consistent with those determined in EY4087.adjacent state readjustments. The discontinuity between stations EY4087.located in North Carolina and those in adjacent states EY4087.which have been adjusted to the HARN may be as much as 5 EY4087.decimeters. This will result in a significant loss of accuracy EY4087.over lines crossing such state borders. EY4087 EY4087 EY4087.The horizontal coordinates were established by classical geodetic methods EY4087.and adjusted by the National Geodetic Survey in July 1998. EY4087 EY4087.The orthometric height was determined by differential leveling EY4087.and adjusted by the National Geodetic Survey in June 1991. EY4087 EY4087.The Laplace correction was computed from DEFLEC99 derived deflections. EY4087 EY4087.The geoid height was determined by GEOID03. EY4087 EY4087.The dynamic height is computed by dividing the NAVD 88 EY4087.geopotential number by the normal gravity value computed on the EY4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4087.degrees latitude (g = 980.6199 gals.). EY4087 EY4087.The modeled gravity was interpolated from observed gravity values. EY4087 EY4087; North East Units Scale Factor Converg. EY4087;SPC NC - 204,394.671 818,799.422 MT 0.99988803 +1 19 56.1 EY4087;SPC NC - 670,584.85 2,686,344.44 sFT 0.99988803 +1 19 56.1 EY4087;UTM 18 - 3,937,642.139 346,694.908 MT 0.99988963 -0 59 03.5 EY4087 EY4087! - Elev Factor x Scale Factor = Combined Factor EY4087!SPC NC - 1.00000554 x 0.99988803 = 0.99989357 EY4087!UTM 18 - 1.00000554 x 0.99988963 = 0.99989517 EY4087 EY4087 SUPERSEDED SURVEY CONTROL EY4087 EY4087 NAVD 88 (07/10/98) 1.72 (m) 5.6 (f) LEVELING 3 EY4087 EY4087.Superseded values are not recommended for survey control. EY4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4087.See file dsdata.txt to determine how the superseded data were derived. EY4087 EY4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4669537642(NAD 83) EY4087_MARKER: DZ = AZIMUTH MARK DISK EY4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4087_SP_SET: CONCRETE POST EY4087_STAMPING: ROSE 1933 1982 EY4087_MARK LOGO: NCGS EY4087_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4087+STABILITY: SURFACE MOTION EY4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4087+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998 EY4087 EY4087 HISTORY - Date Condition Report By EY4087 HISTORY - 1982 MONUMENTED NCGS EY4087 HISTORY - 19820421 GOOD NCGS EY4087 HISTORY - 1985 GOOD USPSQD EY4087 HISTORY - 19980402 GOOD NCGS EY4087 EY4087 STATION DESCRIPTION EY4087 EY4087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4087'3.2 KM (2.0 MI) SW FROM PANTEGO. EY4087'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF PANTEGO. EY4087'ALONG US 264 FOR 3.7 KM (2.3 MI) WEST FROM THE INTERSECTION WITH NC EY4087'99, OR 0.4 KM (0.25 MI) WEST FROM SR 1616, NEAR THE BROAD CREEK EY4087'BRIDGE. THE STATION IS A STANDARD NGS DISK STAMPED---ROSE 1933 EY4087'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4087'DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 7.2 METERS (23.5 FT) EY4087'SOUTHEAST OF THE CENTERLINE OF US 264, 1.1 METER (3.6 FT) NORTHWEST EY4087'OF A WITNESS POST, 57.2 METERS (187.5 FT) SOUTHWEST OF A POWER POLE EY4087'WITH A REFERENCE TAG, AND 118.4 METERS (388.6 FT) EAST OF THE EY4087'SOUTHEAST BRIDGE POST OF THE BRIDGE OVER BROAD CREEK. EY4087 EY4087 STATION RECOVERY (1982) EY4087 EY4087'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY4087'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF PANTEGO. ALONG EY4087'US 264 FOR 3.7 KM (2.30 MI) WEST FROM NC 99, OR 0.4 KM (0.25 MI) WEST EY4087'FROM SR 1616, NEAR THE BROAD CREEK BRIDGE. MARK IS RECESSED 4 INCHES EY4087'BELOW GROUND. LOCATED 7.2 M (23.6 FT) SOUTHEAST OF THE CENTERLINE OF EY4087'US 264, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST, 57.2 M (187.7 FT) EY4087'SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG, AND 118.4 M (388.5 FT) EY4087'EAST OF THE SOUTHEAST BRIDGE POST OF THE BRIDGE OVER BROAD CREEK. EY4087 EY4087 STATION RECOVERY (1985) EY4087 EY4087'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY4087'RECOVERED IN GOOD CONDITION. EY4087 EY4087 STATION RECOVERY (1998) EY4087 EY4087'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (EWB) EY4087'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4127 *********************************************************************** EY4127 DESIGNATION - ROSE RM 4 EY4127 PID - EY4127 EY4127 STATE/COUNTY- NC/BEAUFORT EY4127 USGS QUAD - PANTEGO (1974) EY4127 EY4127 *CURRENT SURVEY CONTROL EY4127 ___________________________________________________________________ EY4127* NAD 83(1986)- 35 34 24.82230(N) 076 41 18.53458(W) ADJUSTED EY4127* NAVD 88 - 2.299 (meters) 7.54 (feet) ADJUSTED EY4127 ___________________________________________________________________ EY4127 LAPLACE CORR- -2.25 (seconds) DEFLEC99 EY4127 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4127 DYNAMIC HT - 2.297 (meters) 7.54 (feet) COMP EY4127 MODELED GRAV- 979,774.5 (mgal) NAVD 88 EY4127 EY4127 HORZ ORDER - SECOND EY4127 VERT ORDER - SECOND CLASS II EY4127 EY4127.The North Carolina HARNS have been completed but, EY4127.due to contractual restrictions, coordinates for these stations EY4127.will NOT be published in the near future. In the interim, the EY4127.published coordinates in North Carolina will not be EY4127.consistent with the Continuously Operating Reference Stations EY4127.(CORS). The HARN coordinates for these stations are available EY4127.upon request. Contact Gary Thompson(919-733-3836). EY4127. EY4127.In addition, the published North Carolina positions EY4127.(NAD 83 (1986)) are NOT consistent with those determined in EY4127.adjacent state readjustments. The discontinuity between stations EY4127.located in North Carolina and those in adjacent states EY4127.which have been adjusted to the HARN may be as much as 5 EY4127.decimeters. This will result in a significant loss of accuracy EY4127.over lines crossing such state borders. EY4127 EY4127 EY4127.The horizontal coordinates were established by classical geodetic methods EY4127.and adjusted by the National Geodetic Survey in July 1998. EY4127 EY4127.The orthometric height was determined by differential leveling EY4127.and adjusted by the National Geodetic Survey in June 1991. EY4127 EY4127.The Laplace correction was computed from DEFLEC99 derived deflections. EY4127 EY4127.The geoid height was determined by GEOID03. EY4127 EY4127.The dynamic height is computed by dividing the NAVD 88 EY4127.geopotential number by the normal gravity value computed on the EY4127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4127.degrees latitude (g = 980.6199 gals.). EY4127 EY4127.The modeled gravity was interpolated from observed gravity values. EY4127 EY4127; North East Units Scale Factor Converg. EY4127;SPC NC - 204,728.193 819,090.142 MT 0.99988831 +1 20 02.9 EY4127;SPC NC - 671,679.08 2,687,298.24 sFT 0.99988831 +1 20 02.9 EY4127;UTM 18 - 3,937,963.637 346,998.871 MT 0.99988848 -0 58 56.9 EY4127 EY4127! - Elev Factor x Scale Factor = Combined Factor EY4127!SPC NC - 1.00000545 x 0.99988831 = 0.99989376 EY4127!UTM 18 - 1.00000545 x 0.99988848 = 0.99989393 EY4127 EY4127 SUPERSEDED SURVEY CONTROL EY4127 EY4127 NAVD 88 (07/10/98) 2.30 (m) 7.5 (f) LEVELING 3 EY4127 EY4127.Superseded values are not recommended for survey control. EY4127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4127.See file dsdata.txt to determine how the superseded data were derived. EY4127 EY4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4699937964(NAD 83) EY4127_MARKER: DR = REFERENCE MARK DISK EY4127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4127_SP_SET: CONCRETE POST EY4127_STAMPING: ROSE 1933 NO 4 1982 EY4127_MARK LOGO: CGS EY4127_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4127+STABILITY: SURFACE MOTION EY4127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4127+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998 EY4127 EY4127 HISTORY - Date Condition Report By EY4127 HISTORY - 1982 MONUMENTED NCGS EY4127 HISTORY - 19980402 GOOD NCGS EY4127 EY4127 STATION DESCRIPTION EY4127 EY4127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4127'02.9 KM (1.8 MI) WSW FROM PANTEGO. EY4127'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) WEST-SOUTHWEST OF EY4127'PANTEGO. ALONG US 264 FOR 3.1 KM (1.9 MI) SOUTHWEST FROM THE EY4127'INTERSECTION WITH NC 99, AT SR 1616. THE STATION IS LOCATED 16.8 EY4127'METERS (55.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.5 EY4127'METERS (77.0 FT) EAST OF THE INTERSECTION OF THE HIGHWAY AND THE EY4127'ROAD, AND 57.9 METERS (190.0 FT) NORTH OF A POWER POLE WITH A EY4127'REFERENCE TAG. MARK IS SET INTO THE TOP OF A CONCRETE POST FLUSH EY4127'WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY. EY4127 EY4127 STATION RECOVERY (1998) EY4127 EY4127'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (EWB) EY4127'REFERENCE MARK 4 RECOVERED WITH THE CONCRETE BROKEN OFF THE NORTH SIDE EY4127'AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4128 *********************************************************************** EY4128 DESIGNATION - ROSE RM 5 EY4128 PID - EY4128 EY4128 STATE/COUNTY- NC/BEAUFORT EY4128 USGS QUAD - PANTEGO (1974) EY4128 EY4128 *CURRENT SURVEY CONTROL EY4128 ___________________________________________________________________ EY4128* NAD 83(1986)- 35 34 24.40847(N) 076 41 20.40784(W) ADJUSTED EY4128* NAVD 88 - 2.040 (meters) 6.69 (feet) ADJUSTED EY4128 ___________________________________________________________________ EY4128 LAPLACE CORR- -2.25 (seconds) DEFLEC99 EY4128 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4128 DYNAMIC HT - 2.038 (meters) 6.69 (feet) COMP EY4128 MODELED GRAV- 979,774.5 (mgal) NAVD 88 EY4128 EY4128 HORZ ORDER - SECOND EY4128 VERT ORDER - SECOND CLASS II EY4128 EY4128.The North Carolina HARNS have been completed but, EY4128.due to contractual restrictions, coordinates for these stations EY4128.will NOT be published in the near future. In the interim, the EY4128.published coordinates in North Carolina will not be EY4128.consistent with the Continuously Operating Reference Stations EY4128.(CORS). The HARN coordinates for these stations are available EY4128.upon request. Contact Gary Thompson(919-733-3836). EY4128. EY4128.In addition, the published North Carolina positions EY4128.(NAD 83 (1986)) are NOT consistent with those determined in EY4128.adjacent state readjustments. The discontinuity between stations EY4128.located in North Carolina and those in adjacent states EY4128.which have been adjusted to the HARN may be as much as 5 EY4128.decimeters. This will result in a significant loss of accuracy EY4128.over lines crossing such state borders. EY4128 EY4128 EY4128.The horizontal coordinates were established by classical geodetic methods EY4128.and adjusted by the National Geodetic Survey in July 1998. EY4128 EY4128.The orthometric height was determined by differential leveling EY4128.and adjusted by the National Geodetic Survey in June 1991. EY4128 EY4128.The Laplace correction was computed from DEFLEC99 derived deflections. EY4128 EY4128.The geoid height was determined by GEOID03. EY4128 EY4128.The dynamic height is computed by dividing the NAVD 88 EY4128.geopotential number by the normal gravity value computed on the EY4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4128.degrees latitude (g = 980.6199 gals.). EY4128 EY4128.The modeled gravity was interpolated from observed gravity values. EY4128 EY4128; North East Units Scale Factor Converg. EY4128;SPC NC - 204,714.346 819,043.289 MT 0.99988830 +1 20 01.8 EY4128;SPC NC - 671,633.65 2,687,144.52 sFT 0.99988830 +1 20 01.8 EY4128;UTM 18 - 3,937,951.695 346,951.497 MT 0.99988866 -0 58 57.9 EY4128 EY4128! - Elev Factor x Scale Factor = Combined Factor EY4128!SPC NC - 1.00000549 x 0.99988830 = 0.99989379 EY4128!UTM 18 - 1.00000549 x 0.99988866 = 0.99989415 EY4128 EY4128 SUPERSEDED SURVEY CONTROL EY4128 EY4128 NAVD 88 (07/10/98) 2.04 (m) 6.7 (f) LEVELING 3 EY4128 EY4128.Superseded values are not recommended for survey control. EY4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4128.See file dsdata.txt to determine how the superseded data were derived. EY4128 EY4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4695137952(NAD 83) EY4128_MARKER: DR = REFERENCE MARK DISK EY4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4128_SP_SET: CONCRETE POST EY4128_STAMPING: ROSE 1933 NO 5 1982 EY4128_MARK LOGO: CGS EY4128_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4128+STABILITY: SURFACE MOTION EY4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4128+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998 EY4128 EY4128 HISTORY - Date Condition Report By EY4128 HISTORY - 1982 MONUMENTED NCGS EY4128 HISTORY - 19980402 GOOD NCGS EY4128 EY4128 STATION DESCRIPTION EY4128 EY4128'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4128'02.9 KM (1.8 MI) WSW FROM PANTEGO. EY4128'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) WEST-SOUTHWEST OF EY4128'PANTEGO. ALONG US 264 FOR 3.1 KM (1.9 MI) SOUTHWEST FROM THE EY4128'INTERSECTION WITH NC 99, AT SR 1616. THE STATION IS LOCATED ABOUT EY4128'18.9 METERS (62.0 FT) SOUTHWEST OF THE CENTERLINE OF SR 1616, 15.4 EY4128'METERS (50.5 FT) NORTHWEST OF THE CENTERLINE OF US 264, 36.2 METERS EY4128'(118.8 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. EY4128'MARK IS SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND EY4128'ABOUT LEVEL WITH THE HIGHWAY. EY4128 EY4128 STATION RECOVERY (1998) EY4128 EY4128'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (EWB) EY4128'REFERENCE MARK 5 RECOVERED AS DESCRIBED. LOCATED 15.7 FT (4.8 M) EY4128'NORTH-NORTHEAST OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9103 *********************************************************************** AF9103 DESIGNATION - ROUSE AF9103 PID - AF9103 AF9103 STATE/COUNTY- NC/BEAUFORT AF9103 USGS QUAD - BELHAVEN (1974) AF9103 AF9103 *CURRENT SURVEY CONTROL AF9103 ___________________________________________________________________ AF9103* NAD 83(1986)- 35 33 26.11362(N) 076 35 01.71395(W) ADJUSTED AF9103* NAVD 88 - 1.1 (meters) 4. (feet) VERT ANG AF9103 ___________________________________________________________________ AF9103 LAPLACE CORR- -2.79 (seconds) DEFLEC99 AF9103 GEOID HEIGHT- -37.21 (meters) GEOID03 AF9103 AF9103 HORZ ORDER - SECOND AF9103 AF9103.The North Carolina HARNS have been completed but, AF9103.due to contractual restrictions, coordinates for these stations AF9103.will NOT be published in the near future. In the interim, the AF9103.published coordinates in North Carolina will not be AF9103.consistent with the Continuously Operating Reference Stations AF9103.(CORS). The HARN coordinates for these stations are available AF9103.upon request. Contact Gary Thompson(919-733-3836). AF9103. AF9103.In addition, the published North Carolina positions AF9103.(NAD 83 (1986)) are NOT consistent with those determined in AF9103.adjacent state readjustments. The discontinuity between stations AF9103.located in North Carolina and those in adjacent states AF9103.which have been adjusted to the HARN may be as much as 5 AF9103.decimeters. This will result in a significant loss of accuracy AF9103.over lines crossing such state borders. AF9103 AF9103 AF9103.The horizontal coordinates were established by classical geodetic methods AF9103.and adjusted by the National Geodetic Survey in July 1998. AF9103 AF9103.The orthometric height was determined by vertical angle observations. AF9103 AF9103.The Laplace correction was computed from DEFLEC99 derived deflections. AF9103 AF9103.The geoid height was determined by GEOID03. AF9103 AF9103; North East Units Scale Factor Converg. AF9103;SPC NC - 203,145.438 828,618.619 MT 0.99988676 +1 23 40.4 AF9103;SPC NC - 666,486.32 2,718,559.59 sFT 0.99988676 +1 23 40.4 AF9103;UTM 18 - 3,935,997.127 356,455.443 MT 0.99985392 -0 55 16.2 AF9103 AF9103! - Elev Factor x Scale Factor = Combined Factor AF9103!SPC NC - 1.00000567 x 0.99988676 = 0.99989243 AF9103!UTM 18 - 1.00000567 x 0.99985392 = 0.99985959 AF9103 AF9103 SUPERSEDED SURVEY CONTROL AF9103 AF9103.No superseded survey control is available for this station. AF9103 AF9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5645535997(NAD 83) AF9103_MARKER: DE = TRAVERSE STATION DISK AF9103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9103_STAMPING: ROUSE 1982 AF9103_MARK LOGO: NCGS AF9103_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9103+STABILITY: SURFACE MOTION AF9103 AF9103 HISTORY - Date Condition Report By AF9103 HISTORY - 1982 MONUMENTED NCGS AF9103 AF9103 STATION DESCRIPTION AF9103 AF9103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9103'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) EAST-NORTHEAST OF BELHAVEN AF9103'AND 14.2 KM (8.80 MI) WEST-NORTHWEST OF SCRANTON. ALONG US 264 FOR 4.8 AF9103'KM (3.00 MI) EAST FROM NC 92, OR 0.6 KM (0.35 MI) WEST FROM SR 1709, AF9103'NEAR A WOODS PATH. MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED AF9103'8.1 M (26.6 FT) SOUTH OF THE CENTERLINE OF US 264, 6.5 M (21.3 FT) AF9103'NORTHEAST OF THE CENTER OF A LOGGING PATH--AND 3.8 M (12.5 FT) AF9103'NORTHWEST OF A 6-INCH PINE, 17.0 M (55.8 FT) NORTH OF A POWER POLE, AF9103'AND 35.6 M (116.8 FT) SOUTH OF A CLUSTER OF MAPLES (FIVE PRONGS)--ALL AF9103'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3833 *********************************************************************** EY3833 DESIGNATION - ROWE EY3833 PID - EY3833 EY3833 STATE/COUNTY- NC/BEAUFORT EY3833 USGS QUAD - AURORA (1993) EY3833 EY3833 *CURRENT SURVEY CONTROL EY3833 ___________________________________________________________________ EY3833* NAD 83(1986)- 35 18 01.52867(N) 076 47 19.27517(W) ADJUSTED EY3833* NAVD 88 - 2.655 (meters) 8.71 (feet) ADJUSTED EY3833 ___________________________________________________________________ EY3833 LAPLACE CORR- -1.37 (seconds) DEFLEC99 EY3833 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3833 DYNAMIC HT - 2.652 (meters) 8.70 (feet) COMP EY3833 MODELED GRAV- 979,742.2 (mgal) NAVD 88 EY3833 EY3833 HORZ ORDER - SECOND EY3833 VERT ORDER - SECOND CLASS II EY3833 EY3833.The North Carolina HARNS have been completed but, EY3833.due to contractual restrictions, coordinates for these stations EY3833.will NOT be published in the near future. In the interim, the EY3833.published coordinates in North Carolina will not be EY3833.consistent with the Continuously Operating Reference Stations EY3833.(CORS). The HARN coordinates for these stations are available EY3833.upon request. Contact Gary Thompson(919-733-3836). EY3833. EY3833.In addition, the published North Carolina positions EY3833.(NAD 83 (1986)) are NOT consistent with those determined in EY3833.adjacent state readjustments. The discontinuity between stations EY3833.located in North Carolina and those in adjacent states EY3833.which have been adjusted to the HARN may be as much as 5 EY3833.decimeters. This will result in a significant loss of accuracy EY3833.over lines crossing such state borders. EY3833 EY3833 EY3833.The horizontal coordinates were established by classical geodetic methods EY3833.and adjusted by the National Geodetic Survey in July 1986. EY3833 EY3833.The orthometric height was determined by differential leveling EY3833.and adjusted by the National Geodetic Survey in June 1998. EY3833 EY3833.The Laplace correction was computed from DEFLEC99 derived deflections. EY3833 EY3833.The geoid height was determined by GEOID03. EY3833 EY3833.The dynamic height is computed by dividing the NAVD 88 EY3833.geopotential number by the normal gravity value computed on the EY3833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3833.degrees latitude (g = 980.6199 gals.). EY3833 EY3833.The modeled gravity was interpolated from observed gravity values. EY3833 EY3833; North East Units Scale Factor Converg. EY3833;SPC NC - 174,228.324 810,685.115 MT 0.99987295 +1 16 34.7 EY3833;SPC NC - 571,614.09 2,659,722.75 sFT 0.99987295 +1 16 34.7 EY3833;UTM 18 - 3,907,827.053 337,369.259 MT 0.99992595 -1 02 01.8 EY3833 EY3833! - Elev Factor x Scale Factor = Combined Factor EY3833!SPC NC - 1.00000543 x 0.99987295 = 0.99987838 EY3833!UTM 18 - 1.00000543 x 0.99992595 = 0.99993138 EY3833 EY3833: Primary Azimuth Mark Grid Az EY3833:SPC NC - LOG 177 28 37.0 EY3833:UTM 18 - LOG 179 47 13.5 EY3833 EY3833|---------------------------------------------------------------------| EY3833| PID Reference Object Distance Geod. Az | EY3833| dddmmss.s | EY3833| EY3823 LOG APPROX. 1.6 KM 1784511.7 | EY3833|---------------------------------------------------------------------| EY3833 EY3833 SUPERSEDED SURVEY CONTROL EY3833 EY3833 NAD 27 - 35 18 00.90359(N) 076 47 20.53884(W) AD( ) 2 EY3833 NGVD 29 (07/19/86) 3.1 (m) 10. (f) VERT ANG EY3833 EY3833.Superseded values are not recommended for survey control. EY3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3833.See file dsdata.txt to determine how the superseded data were derived. EY3833 EY3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3736907827(NAD 83) EY3833_MARKER: DE = TRAVERSE STATION DISK EY3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3833_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3833_STAMPING: ROWE 1966 EY3833_MARK LOGO: CGS EY3833_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3833+STABILITY: SURFACE MOTION EY3833 EY3833 HISTORY - Date Condition Report By EY3833 HISTORY - 1966 MONUMENTED NCGS EY3833 HISTORY - 19860101 GOOD NCGS EY3833 EY3833 STATION DESCRIPTION EY3833 EY3833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3833'ROWE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3833'THE VICINITY OF AURORA, NORTH CAROLINA. EY3833' EY3833'ROWE IS 0.2 MILES S OF AURORA. LOCATED IN SW QUADRANT OF NC 33 EY3833'AND SR 1925. ON 4 FT BANK W OF ROWES STORE. 0.7 MILES W OF EY3833'BRIDGE OVER SOUTH CREEK. AND 1.05 MILES E ALONG NC 33 FROM Y EY3833'INTERSECTION OF OLD NC 33 (SR 1965). EY3833' EY3833'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3833'ROWE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3833'IS FLUSH WITH THE TOP OF THE GROUND. EY3833' EY3833'MARK IS EY3833' EY3833'33.4 FT S OF YELLOW ARROW PAINTED ON NC 33 EY3833' EY3833'39.4 FT S OF WATER METER BOX ON NC 33 EY3833' EY3833'19.0 FT W OF YELLOW ARROW PAINTED ON SR 1925 EY3833' EY3833'8.0 FT S OF BRACE POLE WITH ALUMINUM REF. TAG EY3833' EY3833'26.5 FT N OF TEL. SERVICE BOX EY3833' EY3833'53.9 FT NE OF SERVICE POLE WITH ALUMINUM REF. TAG EY3833' EY3833'6.7 FT S OF R/W MARKER EY3833' EY3833'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3833 EY3833 STATION RECOVERY (1986) EY3833 EY3833'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS) EY3833'RECOVERED IN GOOD CONDITION. ROWES STORE NO LONGER EXISTS--IT IS EY3833'AURORA MINI MART. STATION IS LOCATED IN AURORA. ALONG NC 33 FOR 1.1 KM EY3833'(0.70 MI) WEST FROM THE SOUTH CREEK BRIDGE, IN THE SOUTHWEST QUADRANT EY3833'OF THE SR 1925 INTERSECTION. MARK IS FLUSH WITH GROUND AND 1-FOOT EY3833'HIGHER THAN HIGHWAY. LOCATED 61.0 FT (18.6 M) SOUTH OF THE CENTERLINE EY3833'OF NC 33, 26.4 FT (8.0 M) WEST OF THE CENTERLINE OF THE SR, 6.7 FT EY3833'(2.0 M) SOUTH OF A RIGHT-OF-WAY MARKER, 39.40 FT (12.01 M) SOUTH OF A EY3833'WATER METER, 18.8 FT (5.7 M) WEST OF A WATER VALVE BOX IN SR 1925--AND EY3833'6.50 FT (1.98 M) SOUTH OF A POWER POLE, 53.90 FT (16.43 M) EY3833'EAST-NORTHEAST OF A SERVICE POLE--BOTH WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3834 *********************************************************************** EY3834 DESIGNATION - ROYAL EY3834 PID - EY3834 EY3834 STATE/COUNTY- NC/BEAUFORT EY3834 USGS QUAD - AURORA (1993) EY3834 EY3834 *CURRENT SURVEY CONTROL EY3834 ___________________________________________________________________ EY3834* NAD 83(1986)- 35 16 48.05061(N) 076 47 28.54156(W) ADJUSTED EY3834* NAVD 88 - 3. (meters) 10. (feet) VERTCON EY3834 ___________________________________________________________________ EY3834 LAPLACE CORR- -1.24 (seconds) DEFLEC99 EY3834 GEOID HEIGHT- -37.26 (meters) GEOID03 EY3834 EY3834 HORZ ORDER - SECOND EY3834 EY3834.The North Carolina HARNS have been completed but, EY3834.due to contractual restrictions, coordinates for these stations EY3834.will NOT be published in the near future. In the interim, the EY3834.published coordinates in North Carolina will not be EY3834.consistent with the Continuously Operating Reference Stations EY3834.(CORS). The HARN coordinates for these stations are available EY3834.upon request. Contact Gary Thompson(919-733-3836). EY3834. EY3834.In addition, the published North Carolina positions EY3834.(NAD 83 (1986)) are NOT consistent with those determined in EY3834.adjacent state readjustments. The discontinuity between stations EY3834.located in North Carolina and those in adjacent states EY3834.which have been adjusted to the HARN may be as much as 5 EY3834.decimeters. This will result in a significant loss of accuracy EY3834.over lines crossing such state borders. EY3834 EY3834 EY3834.The horizontal coordinates were established by classical geodetic methods EY3834.and adjusted by the National Geodetic Survey in July 1986. EY3834 EY3834.The NAVD 88 height was computed by applying the VERTCON shift value to EY3834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3834 EY3834.The Laplace correction was computed from DEFLEC99 derived deflections. EY3834 EY3834.The geoid height was determined by GEOID03. EY3834 EY3834; North East Units Scale Factor Converg. EY3834;SPC NC - 171,959.492 810,501.462 MT 0.99987271 +1 16 29.3 EY3834;SPC NC - 564,170.43 2,659,120.21 sFT 0.99987271 +1 16 29.3 EY3834;UTM 18 - 3,905,567.345 337,094.298 MT 0.99992706 -1 02 05.3 EY3834 EY3834! - Elev Factor x Scale Factor = Combined Factor EY3834!SPC NC - 1.00000543 x 0.99987271 = 0.99987814 EY3834!UTM 18 - 1.00000543 x 0.99992706 = 0.99993249 EY3834 EY3834: Primary Azimuth Mark Grid Az EY3834:SPC NC - DUMP 117 52 32.0 EY3834:UTM 18 - DUMP 120 11 06.6 EY3834 EY3834|---------------------------------------------------------------------| EY3834| PID Reference Object Distance Geod. Az | EY3834| dddmmss.s | EY3834| EY3806 DUMP 494.903 METERS 1190901.3 | EY3834|---------------------------------------------------------------------| EY3834 EY3834 SUPERSEDED SURVEY CONTROL EY3834 EY3834 NAD 27 - 35 16 47.42146(N) 076 47 29.80328(W) AD( ) 2 EY3834 NGVD 29 (07/19/86) 3. (m) 10. (f) VERT ANG EY3834 EY3834.Superseded values are not recommended for survey control. EY3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3834.See file dsdata.txt to determine how the superseded data were derived. EY3834 EY3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3709405567(NAD 83) EY3834_MARKER: DE = TRAVERSE STATION DISK EY3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3834_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3834_STAMPING: ROYAL 1966 EY3834_MARK LOGO: NCGS EY3834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3834+STABILITY: SURFACE MOTION EY3834 EY3834 HISTORY - Date Condition Report By EY3834 HISTORY - 1966 MONUMENTED NCGS EY3834 EY3834 STATION DESCRIPTION EY3834 EY3834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3834'ROYAL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3834'THE VICINITY OF AURORA, NORTH CAROLINA. EY3834' EY3834'ROYAL IS 1.65 MILES S OF AURORA. LOCATED IN IDALLA. 1.45 MILES EY3834'S ALONG SR 1925 FROM NC 33. 1.0 MILE W ALONG SR 1923 FROM EY3834'SR 1002. AND IN NE QUADRANT OF SR 1923 AND SR 1925 NEAR STOP SIGN. EY3834' EY3834'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED---ROYAL EY3834' 1966---, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY3834'IS FLUSH WITH THE SURFACE OF THE GROUND. EY3834' EY3834'MARK IS EY3834' EY3834'37.9 FT E OF C/L OF SR 1925 EY3834' EY3834'28.0 FT E OF YELLOW ARROW PAINTED ON SR 1925 EY3834' EY3834'62.0 FT N OF TP 4 WITH BOX, WITH ALUMINUM REF. TAG EY3834' EY3834'40.8 FT W OF 40 INCH OAK WITH ALUMINUM REF. TAG EY3834' EY3834'8.7 FT N OF STOP SIGN WITH ALUMINUM REF. TAG EY3834' EY3834'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4076 *********************************************************************** EY4076 DESIGNATION - ROYSTER EY4076 PID - EY4076 EY4076 STATE/COUNTY- NC/BEAUFORT EY4076 USGS QUAD - PANTEGO (1974) EY4076 EY4076 *CURRENT SURVEY CONTROL EY4076 ___________________________________________________________________ EY4076* NAD 83(1986)- 35 33 26.69390(N) 076 38 25.46504(W) ADJUSTED EY4076* NAVD 88 - 1.105 (meters) 3.63 (feet) ADJUSTED EY4076 ___________________________________________________________________ EY4076 LAPLACE CORR- -2.42 (seconds) DEFLEC99 EY4076 GEOID HEIGHT- -37.12 (meters) GEOID03 EY4076 DYNAMIC HT - 1.104 (meters) 3.62 (feet) COMP EY4076 MODELED GRAV- 979,776.3 (mgal) NAVD 88 EY4076 EY4076 HORZ ORDER - SECOND EY4076 VERT ORDER - SECOND CLASS II EY4076 EY4076.The North Carolina HARNS have been completed but, EY4076.due to contractual restrictions, coordinates for these stations EY4076.will NOT be published in the near future. In the interim, the EY4076.published coordinates in North Carolina will not be EY4076.consistent with the Continuously Operating Reference Stations EY4076.(CORS). The HARN coordinates for these stations are available EY4076.upon request. Contact Gary Thompson(919-733-3836). EY4076. EY4076.In addition, the published North Carolina positions EY4076.(NAD 83 (1986)) are NOT consistent with those determined in EY4076.adjacent state readjustments. The discontinuity between stations EY4076.located in North Carolina and those in adjacent states EY4076.which have been adjusted to the HARN may be as much as 5 EY4076.decimeters. This will result in a significant loss of accuracy EY4076.over lines crossing such state borders. EY4076 EY4076 EY4076.The horizontal coordinates were established by classical geodetic methods EY4076.and adjusted by the National Geodetic Survey in July 1998. EY4076 EY4076.The orthometric height was determined by differential leveling EY4076.and adjusted by the National Geodetic Survey in June 1991. EY4076 EY4076.The Laplace correction was computed from DEFLEC99 derived deflections. EY4076 EY4076.The geoid height was determined by GEOID03. EY4076 EY4076.The dynamic height is computed by dividing the NAVD 88 EY4076.geopotential number by the normal gravity value computed on the EY4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4076.degrees latitude (g = 980.6199 gals.). EY4076 EY4076.The modeled gravity was interpolated from observed gravity values. EY4076 EY4076; North East Units Scale Factor Converg. EY4076;SPC NC - 203,039.907 823,488.847 MT 0.99988677 +1 21 42.8 EY4076;SPC NC - 666,140.09 2,701,729.66 sFT 0.99988677 +1 21 42.8 EY4076;UTM 18 - 3,936,098.966 351,325.718 MT 0.99987239 -0 57 14.8 EY4076 EY4076! - Elev Factor x Scale Factor = Combined Factor EY4076!SPC NC - 1.00000565 x 0.99988677 = 0.99989242 EY4076!UTM 18 - 1.00000565 x 0.99987239 = 0.99987804 EY4076 EY4076 SUPERSEDED SURVEY CONTROL EY4076 EY4076 NAVD 88 (07/14/98) 1.11 (m) 3.6 (f) LEVELING 3 EY4076 EY4076.Superseded values are not recommended for survey control. EY4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4076.See file dsdata.txt to determine how the superseded data were derived. EY4076 EY4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5132636099(NAD 83) EY4076_MARKER: DE = TRAVERSE STATION DISK EY4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4076_SP_SET: CONCRETE POST EY4076_STAMPING: ROYSTER 1982 EY4076_MARK LOGO: NCGS EY4076_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4076+STABILITY: SURFACE MOTION EY4076 EY4076 HISTORY - Date Condition Report By EY4076 HISTORY - 1982 MONUMENTED NCGS EY4076 HISTORY - 19840601 GOOD NCGS EY4076 EY4076 STATION DESCRIPTION EY4076 EY4076'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4076'2.4 KM (1.5 MI) NW FROM BELHAVEN. EY4076'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF BELHAVEN. EY4076'ALONG US 264 FOR 1.4 KM (0.85 MI) NORTH FROM THE INTERSECTION WITH NC EY4076'92, ON THE WEST SIDE OF THE HIGHWAY, EAST OF THE RAILROAD AND SOUTH EY4076'OF AN ASPHALT DRIVE. THE STATION IS A STANDARD NCGS DISK EY4076'STAMPED---ROYSTER 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4076'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 11.8 EY4076'METERS (38.6 FT) WEST OF THE CENTERLINE OF US 264, 3.4 METERS (11.3 EY4076'FT) SOUTH OF THE CENTERLINE OF AN ASPHALT DRIVE, 10.7 METERS (35.0 EY4076'FT) EAST OF THE EAST RAIL OF THE RAILROAD, 2.7 METERS (9.0 FT) EY4076'NORTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT--AND 20.2 METERS EY4076'(66.2 FT) NORTH OF A TELEPHONE POLE (1085), 28.9 METERS (94.7 FT) EY4076'SOUTH OF A TELEPHONE POLE (1084)--BOTH WITH REFERENCE TAGS. EY4076 EY4076 STATION RECOVERY (1984) EY4076 EY4076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4076'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF BELHAVEN. ALONG EY4076'US 264 FOR 1.4 KM (0.85 MI) NORTH FROM NC 92, ON THE WEST SIDE OF THE EY4076'HIGHWAY, EAST OF THE RAILROAD AND SOUTH OF AN ASPHALT DRIVE. MARK IS EY4076'RECESSED 3 INCHES BELOW GROUND. LOCATED 11.8 M (38.7 FT) WEST OF THE EY4076'CENTERLINE OF US 264, 3.4 M (11.2 FT) SOUTH OF THE CENTERLINE OF AN EY4076'ASPHALT DRIVE, 10.7 M (35.1 FT) EAST OF THE EAST RAIL OF THE RAILROAD, EY4076'2.7 M (8.9 FT) NORTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT--AND EY4076'20.2 M (66.3 FT) NORTH OF A TELEPHONE POLE (1085), 28.9 M (94.8 FT) EY4076'SOUTH OF A TELEPHONE POLE (1084)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9536 *********************************************************************** AE9536 DESIGNATION - RUFUS AE9536 PID - AE9536 AE9536 STATE/COUNTY- NC/BEAUFORT AE9536 USGS QUAD - WASHINGTON (1983) AE9536 AE9536 *CURRENT SURVEY CONTROL AE9536 ___________________________________________________________________ AE9536* NAD 83(1986)- 35 30 55.08374(N) 077 06 51.12211(W) ADJUSTED AE9536* NAVD 88 - 12.5 (meters) 41. (feet) VERTCON AE9536 ___________________________________________________________________ AE9536 LAPLACE CORR- -2.74 (seconds) DEFLEC99 AE9536 GEOID HEIGHT- -36.59 (meters) GEOID03 AE9536 AE9536 HORZ ORDER - SECOND AE9536 AE9536.The North Carolina HARNS have been completed but, AE9536.due to contractual restrictions, coordinates for these stations AE9536.will NOT be published in the near future. In the interim, the AE9536.published coordinates in North Carolina will not be AE9536.consistent with the Continuously Operating Reference Stations AE9536.(CORS). The HARN coordinates for these stations are available AE9536.upon request. Contact Gary Thompson(919-733-3836). AE9536. AE9536.In addition, the published North Carolina positions AE9536.(NAD 83 (1986)) are NOT consistent with those determined in AE9536.adjacent state readjustments. The discontinuity between stations AE9536.located in North Carolina and those in adjacent states AE9536.which have been adjusted to the HARN may be as much as 5 AE9536.decimeters. This will result in a significant loss of accuracy AE9536.over lines crossing such state borders. AE9536 AE9536 AE9536.The horizontal coordinates were established by classical geodetic methods AE9536.and adjusted by the National Geodetic Survey in April 1998. AE9536 AE9536.The NAVD 88 height was computed by applying the VERTCON shift value to AE9536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9536 AE9536.The Laplace correction was computed from DEFLEC99 derived deflections. AE9536 AE9536.The geoid height was determined by GEOID03. AE9536 AE9536; North East Units Scale Factor Converg. AE9536;SPC NC - 197,450.366 780,635.921 MT 0.99988313 +1 05 18.3 AE9536;SPC NC - 647,801.74 2,561,136.35 sFT 0.99988313 +1 05 18.3 AE9536;UTM 18 - 3,932,245.825 308,278.699 MT 1.00005298 -1 13 42.8 AE9536 AE9536! - Elev Factor x Scale Factor = Combined Factor AE9536!SPC NC - 1.00000378 x 0.99988313 = 0.99988690 AE9536!UTM 18 - 1.00000378 x 1.00005298 = 1.00005676 AE9536 AE9536 SUPERSEDED SURVEY CONTROL AE9536 AE9536 NGVD 29 (04/29/98) 12.9 (m) 42. (f) VERT ANG AE9536 AE9536.Superseded values are not recommended for survey control. AE9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9536.See file dsdata.txt to determine how the superseded data were derived. AE9536 AE9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0827932246(NAD 83) AE9536_MARKER: DH = HORIZONTAL CONTROL DISK AE9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9536_STAMPING: RUFUS 1983 AE9536_MARK LOGO: NCGS AE9536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9536+STABILITY: SURFACE MOTION AE9536 AE9536 HISTORY - Date Condition Report By AE9536 HISTORY - 1983 MONUMENTED NCGS AE9536 AE9536 STATION DESCRIPTION AE9536 AE9536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE9536'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF CHOCOWINITY. ALONG AE9536'NC 33 FOR 1.3 KM (0.80 MI) WEST OF US 17, OR 0.3 KM (0.20 MI) EAST OF AE9536'SR 1143, ON THE PROLONGATION OF A FRAME HOUSE. MARK IS RECESSED 1 INCH AE9536'BELOW GROUND. LOCATED 6.2 M (20.3 FT) SOUTH-SOUTHWEST OF THE AE9536'CENTERLINE OF NC 33, 6.0 M (19.7 FT) NORTH-NORTHEAST OF THE EAST AE9536'CORNER OF A FRAME HOUSE--AND 23.5 M (77.1 FT) SOUTHEAST OF A POWER AE9536'POLE, 26.4 M (86.6 FT) EAST OF A SERVICE POLE--BOTH WITH REFERENCE AE9536'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3835 *********************************************************************** EY3835 DESIGNATION - RULANE EY3835 PID - EY3835 EY3835 STATE/COUNTY- NC/BEAUFORT EY3835 USGS QUAD - AURORA (1993) EY3835 EY3835 *CURRENT SURVEY CONTROL EY3835 ___________________________________________________________________ EY3835* NAD 83(1986)- 35 18 01.97925(N) 076 47 46.81946(W) ADJUSTED EY3835* NAVD 88 - 3.393 (meters) 11.13 (feet) ADJUSTED EY3835 ___________________________________________________________________ EY3835 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EY3835 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3835 DYNAMIC HT - 3.390 (meters) 11.12 (feet) COMP EY3835 MODELED GRAV- 979,741.7 (mgal) NAVD 88 EY3835 EY3835 HORZ ORDER - SECOND EY3835 VERT ORDER - SECOND CLASS II EY3835 EY3835.The North Carolina HARNS have been completed but, EY3835.due to contractual restrictions, coordinates for these stations EY3835.will NOT be published in the near future. In the interim, the EY3835.published coordinates in North Carolina will not be EY3835.consistent with the Continuously Operating Reference Stations EY3835.(CORS). The HARN coordinates for these stations are available EY3835.upon request. Contact Gary Thompson(919-733-3836). EY3835. EY3835.In addition, the published North Carolina positions EY3835.(NAD 83 (1986)) are NOT consistent with those determined in EY3835.adjacent state readjustments. The discontinuity between stations EY3835.located in North Carolina and those in adjacent states EY3835.which have been adjusted to the HARN may be as much as 5 EY3835.decimeters. This will result in a significant loss of accuracy EY3835.over lines crossing such state borders. EY3835 EY3835 EY3835.The horizontal coordinates were established by classical geodetic methods EY3835.and adjusted by the National Geodetic Survey in April 1998. EY3835 EY3835.The orthometric height was determined by differential leveling EY3835.and adjusted by the National Geodetic Survey in June 1998. EY3835 EY3835.The Laplace correction was computed from DEFLEC99 derived deflections. EY3835 EY3835.The geoid height was determined by GEOID03. EY3835 EY3835.The dynamic height is computed by dividing the NAVD 88 EY3835.geopotential number by the normal gravity value computed on the EY3835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3835.degrees latitude (g = 980.6199 gals.). EY3835 EY3835.The modeled gravity was interpolated from observed gravity values. EY3835 EY3835; North East Units Scale Factor Converg. EY3835;SPC NC - 174,226.733 809,989.166 MT 0.99987295 +1 16 18.8 EY3835;SPC NC - 571,608.87 2,657,439.46 sFT 0.99987295 +1 16 18.8 EY3835;UTM 18 - 3,907,853.518 336,673.774 MT 0.99992875 -1 02 17.8 EY3835 EY3835! - Elev Factor x Scale Factor = Combined Factor EY3835!SPC NC - 1.00000531 x 0.99987295 = 0.99987826 EY3835!UTM 18 - 1.00000531 x 0.99992875 = 0.99993406 EY3835 EY3835: Primary Azimuth Mark Grid Az EY3835:SPC NC - CONNIE 279 38 57.5 EY3835:UTM 18 - CONNIE 281 57 34.1 EY3835 EY3835|---------------------------------------------------------------------| EY3835| PID Reference Object Distance Geod. Az | EY3835| dddmmss.s | EY3835| EY3801 CONNIE APPROX. 1.0 KM 2805516.3 | EY3835| EY3821 LIMIT 432.834 METERS 3593227.6 | EY3835|---------------------------------------------------------------------| EY3835 EY3835 SUPERSEDED SURVEY CONTROL EY3835 EY3835 NAD 83(1986)- 35 18 01.98630(N) 076 47 46.81339(W) AD( ) 2 EY3835 NAD 27 - 35 18 01.36044(N) 076 47 48.07610(W) AD( ) 2 EY3835 NGVD 29 (04/29/98) 3.75 (m) 12.3 (f) LEVELING 3 EY3835 EY3835.Superseded values are not recommended for survey control. EY3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3835.See file dsdata.txt to determine how the superseded data were derived. EY3835 EY3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3667407854(NAD 83) EY3835_MARKER: DE = TRAVERSE STATION DISK EY3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3835_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3835_STAMPING: RULANE 1966 EY3835_MARK LOGO: NCGS EY3835_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3835+STABILITY: SURFACE MOTION EY3835 EY3835 HISTORY - Date Condition Report By EY3835 HISTORY - 1966 MONUMENTED NCGS EY3835 HISTORY - 19830101 GOOD NCGS EY3835 EY3835 STATION DESCRIPTION EY3835 EY3835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3835'RULANE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3835'THE VICINITY OF AURORA, NORTH CAROLINA. EY3835' EY3835'RULANE IS 0.5 MILES SW OF AURORA. LOCATED 0.4 MILES W ALONG EY3835'NC 33 FROM SR 1925 IN AURORA. 0.65 MILES E ALONG NC 33 FROM Y EY3835'INTERSECTION OF OLD NC 33 (SR 1965). ON S SIDE OF NC 33. AND ON EY3835'W SIDE OF ROAD TO RULANE BOTTLE GAS COMPANY ACROSS NC 33 AT EY3835'THOMPSONS STORE. EY3835' EY3835'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3835'RULANE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3835'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3835' EY3835'MARK IS EY3835' EY3835'35.0 FT S OF C/L OF NC 33 EY3835' EY3835'24.2 FT S OF YELLOW ARROW PAINTED ON NC 33 EY3835' EY3835'24.5 FT NW OF R/W MARKER EY3835' EY3835'28.5 FT W OF TELEPHONE CABLE DOME EY3835' EY3835'103.4 FT N OF NE CORNER OF FENCE AROUND GAS STORAGE EY3835' EY3835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3835 EY3835 STATION RECOVERY (1983) EY3835 EY3835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3835'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCES TO RULANE BOTTLE EY3835'GAS COMPANY, THE YELLOW ARROW, AND THE FENCE CORNER. MARK IS LOCATED EY3835'7.10 M (23.29 FT) WEST OF THE SOUTH END OF A HIGHWAY CULVERT, 45.41 M EY3835'(148.98 FT) SOUTH OF THE SOUTHEAST CORNER OF W. B. THOMPSONS FARM EY3835'SUPPLIES STORE, AND 27.34 M (89.70 FT) SOUTHWEST OF A POWER POLE WITH EY3835'A TRANSFORMER AND A REFERENCE TAG. NOTE--RECOVERY BY NCGS IN APRIL EY3835'1996 FOUND MARK GOOD AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3779 *********************************************************************** EY3779 DESIGNATION - RUMLEY MARSH LIGHT EY3779 PID - EY3779 EY3779 STATE/COUNTY- NC/BEAUFORT EY3779 USGS QUAD - BATH (1993) EY3779 EY3779 *CURRENT SURVEY CONTROL EY3779 ___________________________________________________________________ EY3779* NAD 83(1986)- 35 24 47.16402(N) 076 45 51.42556(W) ADJUSTED EY3779* NAVD 88 - EY3779 ___________________________________________________________________ EY3779 LAPLACE CORR- -1.22 (seconds) DEFLEC99 EY3779 GEOID HEIGHT- -37.16 (meters) GEOID03 EY3779 EY3779 HORZ ORDER - THIRD EY3779 EY3779.The North Carolina HARNS have been completed but, EY3779.due to contractual restrictions, coordinates for these stations EY3779.will NOT be published in the near future. In the interim, the EY3779.published coordinates in North Carolina will not be EY3779.consistent with the Continuously Operating Reference Stations EY3779.(CORS). The HARN coordinates for these stations are available EY3779.upon request. Contact Gary Thompson(919-733-3836). EY3779. EY3779.In addition, the published North Carolina positions EY3779.(NAD 83 (1986)) are NOT consistent with those determined in EY3779.adjacent state readjustments. The discontinuity between stations EY3779.located in North Carolina and those in adjacent states EY3779.which have been adjusted to the HARN may be as much as 5 EY3779.decimeters. This will result in a significant loss of accuracy EY3779.over lines crossing such state borders. EY3779 EY3779 EY3779.The horizontal coordinates were established by classical geodetic methods EY3779.and adjusted by the National Geodetic Survey in July 1986. EY3779 EY3779 EY3779.The Laplace correction was computed from DEFLEC99 derived deflections. EY3779 EY3779.The geoid height was determined by GEOID03. EY3779 EY3779; North East Units Scale Factor Converg. EY3779;SPC NC - 186,774.419 812,622.293 MT 0.99987654 +1 17 25.4 EY3779;SPC NC - 612,775.74 2,666,078.31 sFT 0.99987654 +1 17 25.4 EY3779;UTM 18 - 3,920,285.388 339,811.001 MT 0.99991623 -1 01 21.2 EY3779 EY3779 SUPERSEDED SURVEY CONTROL EY3779 EY3779 NAD 27 - 35 24 46.56600(N) 076 45 52.67080(W) AD( ) 3 EY3779 EY3779.Superseded values are not recommended for survey control. EY3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3779.See file dsdata.txt to determine how the superseded data were derived. EY3779 EY3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3981120285(NAD 83) EY3779_MARKER: 14 = NAVIGATION LIGHT EY3779 EY3779 HISTORY - Date Condition Report By EY3779 HISTORY - 1950 FIRST OBSERVED CGS EY3779 EY3779 STATION DESCRIPTION EY3779 EY3779'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG) EY3779'LOCATED IN PAMLICO RIVER, 2.3 MILES, VIA BOAT, SE OF BAYVIEW, EY3779'0.55 MILE SW OF GUM POINT AND RUMLEY MARSH. EY3779' EY3779'THE LIGHT ATOP A RED BOX ON A RED SLATTED PILE STRUCTURE, EY3779'19.0 FEET ABOVE MEAN HIGH WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3786 *********************************************************************** EY3786 DESIGNATION - RUMLEY MARSHES 2 EY3786 PID - EY3786 EY3786 STATE/COUNTY- NC/BEAUFORT EY3786 USGS QUAD - BATH (1993) EY3786 EY3786 *CURRENT SURVEY CONTROL EY3786 ___________________________________________________________________ EY3786* NAD 83(1986)- 35 25 08.84571(N) 076 45 31.42557(W) ADJUSTED EY3786* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3786 ___________________________________________________________________ EY3786 LAPLACE CORR- -1.19 (seconds) DEFLEC99 EY3786 GEOID HEIGHT- -37.16 (meters) GEOID03 EY3786 EY3786 HORZ ORDER - THIRD EY3786 EY3786.The North Carolina HARNS have been completed but, EY3786.due to contractual restrictions, coordinates for these stations EY3786.will NOT be published in the near future. In the interim, the EY3786.published coordinates in North Carolina will not be EY3786.consistent with the Continuously Operating Reference Stations EY3786.(CORS). The HARN coordinates for these stations are available EY3786.upon request. Contact Gary Thompson(919-733-3836). EY3786. EY3786.In addition, the published North Carolina positions EY3786.(NAD 83 (1986)) are NOT consistent with those determined in EY3786.adjacent state readjustments. The discontinuity between stations EY3786.located in North Carolina and those in adjacent states EY3786.which have been adjusted to the HARN may be as much as 5 EY3786.decimeters. This will result in a significant loss of accuracy EY3786.over lines crossing such state borders. EY3786 EY3786 EY3786.The horizontal coordinates were established by classical geodetic methods EY3786.and adjusted by the National Geodetic Survey in July 1986. EY3786 EY3786.The orthometric height was scaled from a topographic map. EY3786 EY3786.The Laplace correction was computed from DEFLEC99 derived deflections. EY3786 EY3786.The geoid height was determined by GEOID03. EY3786 EY3786; North East Units Scale Factor Converg. EY3786;SPC NC - 187,453.750 813,111.613 MT 0.99987684 +1 17 36.9 EY3786;SPC NC - 615,004.51 2,667,683.68 sFT 0.99987684 +1 17 36.9 EY3786;UTM 18 - 3,920,944.442 340,327.359 MT 0.99991420 -1 01 10.2 EY3786 EY3786! - Elev Factor x Scale Factor = Combined Factor EY3786!SPC NC - 1.00000588 x 0.99987684 = 0.99988272 EY3786!UTM 18 - 1.00000588 x 0.99991420 = 0.99992008 EY3786 EY3786: Primary Azimuth Mark Grid Az EY3786:SPC NC - LEES CREEK 2 210 26 19.3 EY3786:UTM 18 - LEES CREEK 2 212 45 06.4 EY3786 EY3786|---------------------------------------------------------------------| EY3786| PID Reference Object Distance Geod. Az | EY3786| dddmmss.s | EY3786| EY5427 RUMLEY MARSHES 2 RM 22.780 METERS 08213 | EY3786| EY3774 LEES CREEK 2 APPROX. 4.2 KM 2114356.2 | EY3786| EY3779 RUMLEY MARSH LIGHT APPROX. 0.8 KM 2170331.5 | EY3786|---------------------------------------------------------------------| EY3786 EY3786 SUPERSEDED SURVEY CONTROL EY3786 EY3786 NAD 27 - 35 25 08.25500(N) 076 45 32.66900(W) AD( ) 3 EY3786 EY3786.Superseded values are not recommended for survey control. EY3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3786.See file dsdata.txt to determine how the superseded data were derived. EY3786 EY3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4032720944(NAD 83) EY3786_MARKER: DS = TRIANGULATION STATION DISK EY3786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3786_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3786 EY3786 HISTORY - Date Condition Report By EY3786 HISTORY - 1914 MONUMENTED CGS EY3786 HISTORY - 1933 MARK NOT FOUND CGS EY3786 HISTORY - 1949 MARK NOT FOUND CGS EY3786 EY3786 STATION DESCRIPTION EY3786 EY3786'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3786'STATION IS ON THE N SIDE OF PAMLICO RIVER, ON RUMLEY MARSH EY3786'POINT, A VERY ROUNDING PROJECTION OF EXTENSIVE MARSHLAND WHICH EY3786'IS WITHOUT DEFINITE FEATURES FOR DISTINGUISHING THE LOCATION, EY3786'ON A SAND RIDGE BETWEEN THE MARSH AND THE RIVER, ABOUT 10 YARDS EY3786'FROM THE WATER. IT IS NEARER THE EASTERN THAN THE WESTERN SIDE EY3786'OF THE POINT. EY3786' EY3786'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS EY3786'SET IN CONCRETE, IN THE TOPS OF TILES. EY3786' EY3786'THE REFERENCE MARK IS 22.78 METERS (74.74 FEET) FROM THE EY3786'STATION N 82 DEG 13 MIN E. RUMLEY MARSH LIGHT IS S 38 DEG EY3786'12 MIN W. EY3786 EY3786 STATION RECOVERY (1933) EY3786 EY3786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3786'THE STATION WAS NOT FOUND. BUT AN OLD REFERENCE MARK WAS FOUND EY3786'IN POOR CONDITION. IT WAS RE-BUILT, AND USED AS A REFERENCE EY3786'MARK FOR A NEW STATION. EY3786' EY3786'A NEW STATION, MIXON, WAS BUILT HERE. EY3786 EY3786 STATION RECOVERY (1949) EY3786 EY3786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3786'STATION LOST. ATTEMPT AT RECOVERY IN 1933 FAILED. A NEW EY3786'STATION, MIXON, WAS BUILT IN THE IMMEDIATE VICINITY. A SEARCH EY3786'FOR THE OLD STATION RUMLEY MARSHES 2, OF THIS DATE PRODUCED EY3786'NEGATIVE RESULTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5906 *********************************************************************** AE5906 DESIGNATION - RUTH AE5906 PID - AE5906 AE5906 STATE/COUNTY- NC/BEAUFORT AE5906 USGS QUAD - EDWARD (1983) AE5906 AE5906 *CURRENT SURVEY CONTROL AE5906 ___________________________________________________________________ AE5906* NAD 83(1986)- 35 19 24.94226(N) 076 52 45.67684(W) ADJUSTED AE5906* NAVD 88 - 9.951 (meters) 32.65 (feet) ADJUSTED AE5906 ___________________________________________________________________ AE5906 LAPLACE CORR- -2.40 (seconds) DEFLEC99 AE5906 GEOID HEIGHT- -37.11 (meters) GEOID03 AE5906 DYNAMIC HT - 9.942 (meters) 32.62 (feet) COMP AE5906 MODELED GRAV- 979,743.1 (mgal) NAVD 88 AE5906 AE5906 HORZ ORDER - SECOND AE5906 VERT ORDER - SECOND CLASS II AE5906 AE5906.The North Carolina HARNS have been completed but, AE5906.due to contractual restrictions, coordinates for these stations AE5906.will NOT be published in the near future. In the interim, the AE5906.published coordinates in North Carolina will not be AE5906.consistent with the Continuously Operating Reference Stations AE5906.(CORS). The HARN coordinates for these stations are available AE5906.upon request. Contact Gary Thompson(919-733-3836). AE5906. AE5906.In addition, the published North Carolina positions AE5906.(NAD 83 (1986)) are NOT consistent with those determined in AE5906.adjacent state readjustments. The discontinuity between stations AE5906.located in North Carolina and those in adjacent states AE5906.which have been adjusted to the HARN may be as much as 5 AE5906.decimeters. This will result in a significant loss of accuracy AE5906.over lines crossing such state borders. AE5906 AE5906 AE5906.The horizontal coordinates were established by classical geodetic methods AE5906.and adjusted by the National Geodetic Survey in April 1998. AE5906 AE5906.The orthometric height was determined by differential leveling AE5906.and adjusted by the National Geodetic Survey in June 1998. AE5906 AE5906.The Laplace correction was computed from DEFLEC99 derived deflections. AE5906 AE5906.The geoid height was determined by GEOID03. AE5906 AE5906.The dynamic height is computed by dividing the NAVD 88 AE5906.geopotential number by the normal gravity value computed on the AE5906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5906.degrees latitude (g = 980.6199 gals.). AE5906 AE5906.The modeled gravity was interpolated from observed gravity values. AE5906 AE5906; North East Units Scale Factor Converg. AE5906;SPC NC - 176,618.193 802,386.750 MT 0.99987337 +1 13 26.3 AE5906;SPC NC - 579,454.85 2,632,497.20 sFT 0.99987337 +1 13 26.3 AE5906;UTM 18 - 3,910,549.717 329,173.418 MT 0.99995964 -1 05 12.8 AE5906 AE5906! - Elev Factor x Scale Factor = Combined Factor AE5906!SPC NC - 1.00000426 x 0.99987337 = 0.99987763 AE5906!UTM 18 - 1.00000426 x 0.99995964 = 0.99996390 AE5906 AE5906 SUPERSEDED SURVEY CONTROL AE5906 AE5906 NGVD 29 (04/29/98) 10.27 (m) 33.7 (f) LEVELING 3 AE5906 AE5906.Superseded values are not recommended for survey control. AE5906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5906.See file dsdata.txt to determine how the superseded data were derived. AE5906 AE5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2917310550(NAD 83) AE5906_MARKER: DH = HORIZONTAL CONTROL DISK AE5906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5906_STAMPING: RUTH 1983 AE5906_MARK LOGO: NCGS AE5906_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5906+STABILITY: SURFACE MOTION AE5906 AE5906 HISTORY - Date Condition Report By AE5906 HISTORY - 1983 MONUMENTED NCGS AE5906 AE5906 STATION DESCRIPTION AE5906 AE5906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5906'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) SOUTHEAST OF EDWARDS. ALONG AE5906'NC 33 FOR 0.4 KM (0.25 MI) SOUTH FROM THE EDWARDS POST OFFICE, ABOUT AE5906'300 FEET (91.4 M) NORTHWEST OF A SMALL CEMETERY. MARK IS RECESSED 2 AE5906'INCHES BELOW GROUND. LOCATED 18.6 FT (5.7 M) SOUTHWEST OF THE AE5906'CENTERLINE OF THE HIGHWAY, 20.5 FT (6.2 M) NORTHEAST OF THE SOUTH END AE5906'OF A HIGHWAY CULVERT, 50.6 FT (15.4 M) SOUTHEAST OF THE EAST END OF A AE5906'DRIVEWAY CULVERT, AND 47.7 FT (14.5 M) EAST OF A 12-INCH ELM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5931 *********************************************************************** AE5931 DESIGNATION - RYAN AE5931 PID - AE5931 AE5931 STATE/COUNTY- NC/BEAUFORT AE5931 USGS QUAD - SOUTH CREEK (1993) AE5931 AE5931 *CURRENT SURVEY CONTROL AE5931 ___________________________________________________________________ AE5931* NAD 83(1986)- 35 16 10.33547(N) 076 38 05.46953(W) ADJUSTED AE5931* NAVD 88 - 1.022 (meters) 3.35 (feet) ADJUSTED AE5931 ___________________________________________________________________ AE5931 LAPLACE CORR- -0.58 (seconds) DEFLEC99 AE5931 GEOID HEIGHT- -37.33 (meters) GEOID03 AE5931 DYNAMIC HT - 1.021 (meters) 3.35 (feet) COMP AE5931 MODELED GRAV- 979,758.2 (mgal) NAVD 88 AE5931 AE5931 HORZ ORDER - SECOND AE5931 VERT ORDER - SECOND CLASS II AE5931 AE5931.The North Carolina HARNS have been completed but, AE5931.due to contractual restrictions, coordinates for these stations AE5931.will NOT be published in the near future. In the interim, the AE5931.published coordinates in North Carolina will not be AE5931.consistent with the Continuously Operating Reference Stations AE5931.(CORS). The HARN coordinates for these stations are available AE5931.upon request. Contact Gary Thompson(919-733-3836). AE5931. AE5931.In addition, the published North Carolina positions AE5931.(NAD 83 (1986)) are NOT consistent with those determined in AE5931.adjacent state readjustments. The discontinuity between stations AE5931.located in North Carolina and those in adjacent states AE5931.which have been adjusted to the HARN may be as much as 5 AE5931.decimeters. This will result in a significant loss of accuracy AE5931.over lines crossing such state borders. AE5931 AE5931 AE5931.The horizontal coordinates were established by classical geodetic methods AE5931.and adjusted by the National Geodetic Survey in April 1998. AE5931 AE5931.The orthometric height was determined by differential leveling AE5931.and adjusted by the National Geodetic Survey in June 1998. AE5931 AE5931.The Laplace correction was computed from DEFLEC99 derived deflections. AE5931 AE5931.The geoid height was determined by GEOID03. AE5931 AE5931.The dynamic height is computed by dividing the NAVD 88 AE5931.geopotential number by the normal gravity value computed on the AE5931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5931.degrees latitude (g = 980.6199 gals.). AE5931 AE5931.The modeled gravity was interpolated from observed gravity values. AE5931 AE5931; North East Units Scale Factor Converg. AE5931;SPC NC - 171,125.398 824,753.031 MT 0.99987264 +1 21 54.3 AE5931;SPC NC - 561,433.91 2,705,877.24 sFT 0.99987264 +1 21 54.3 AE5931;UTM 18 - 3,904,159.603 351,301.059 MT 0.99987250 -0 56 39.0 AE5931 AE5931! - Elev Factor x Scale Factor = Combined Factor AE5931!SPC NC - 1.00000570 x 0.99987264 = 0.99987834 AE5931!UTM 18 - 1.00000570 x 0.99987250 = 0.99987820 AE5931 AE5931 SUPERSEDED SURVEY CONTROL AE5931 AE5931 NGVD 29 (04/29/98) 1.36 (m) 4.5 (f) LEVELING 3 AE5931 AE5931.Superseded values are not recommended for survey control. AE5931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5931.See file dsdata.txt to determine how the superseded data were derived. AE5931 AE5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5130104160(NAD 83) AE5931_MARKER: DH = HORIZONTAL CONTROL DISK AE5931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5931_STAMPING: RYAN 1983 AE5931_MARK LOGO: NCGS AE5931_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5931+STABILITY: SURFACE MOTION AE5931 AE5931 HISTORY - Date Condition Report By AE5931 HISTORY - 1983 MONUMENTED NCGS AE5931 AE5931 STATION DESCRIPTION AE5931 AE5931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5931'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) WEST-NORTHWEST OF HOBUCKEN, AE5931'AND 15.9 KM (9.85 MI) EAST-SOUTHEAST OF AURORA. ALONG NC 33 FOR 0.2 KM AE5931'(0.10 MI) NORTHWEST OF THE SMITHS CREEK BRIDGE, OR 5.2 KM (3.25 MI) AE5931'NORTHWEST OF NC 304. MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED AE5931'7.8 M (25.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY--AND AE5931'3.3 M (10.8 FT) SOUTH-SOUTHEAST OF A SIGN POST, 16.2 M (53.1 FT) AE5931'EAST-SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0183 *********************************************************************** EY0183 DESIGNATION - S 241 EY0183 PID - EY0183 EY0183 STATE/COUNTY- NC/BEAUFORT EY0183 USGS QUAD - SOUTH CREEK (1993) EY0183 EY0183 *CURRENT SURVEY CONTROL EY0183 ___________________________________________________________________ EY0183* NAD 83(1986)- 35 17 35.00718(N) 076 42 35.10906(W) ADJUSTED EY0183* NAVD 88 - 2.045 (meters) 6.71 (feet) ADJUSTED EY0183 ___________________________________________________________________ EY0183 LAPLACE CORR- -0.56 (seconds) DEFLEC99 EY0183 GEOID HEIGHT- -37.29 (meters) GEOID03 EY0183 DYNAMIC HT - 2.044 (meters) 6.71 (feet) COMP EY0183 MODELED GRAV- 979,750.2 (mgal) NAVD 88 EY0183 EY0183 HORZ ORDER - SECOND EY0183 VERT ORDER - SECOND CLASS II EY0183 EY0183.The North Carolina HARNS have been completed but, EY0183.due to contractual restrictions, coordinates for these stations EY0183.will NOT be published in the near future. In the interim, the EY0183.published coordinates in North Carolina will not be EY0183.consistent with the Continuously Operating Reference Stations EY0183.(CORS). The HARN coordinates for these stations are available EY0183.upon request. Contact Gary Thompson(919-733-3836). EY0183. EY0183.In addition, the published North Carolina positions EY0183.(NAD 83 (1986)) are NOT consistent with those determined in EY0183.adjacent state readjustments. The discontinuity between stations EY0183.located in North Carolina and those in adjacent states EY0183.which have been adjusted to the HARN may be as much as 5 EY0183.decimeters. This will result in a significant loss of accuracy EY0183.over lines crossing such state borders. EY0183 EY0183 EY0183.The horizontal coordinates were established by classical geodetic methods EY0183.and adjusted by the National Geodetic Survey in April 1998. EY0183 EY0183.The orthometric height was determined by differential leveling EY0183.and adjusted by the National Geodetic Survey in June 1991. EY0183 EY0183.The Laplace correction was computed from DEFLEC99 derived deflections. EY0183 EY0183.The geoid height was determined by GEOID03. EY0183 EY0183.The dynamic height is computed by dividing the NAVD 88 EY0183.geopotential number by the normal gravity value computed on the EY0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0183.degrees latitude (g = 980.6199 gals.). EY0183 EY0183.The modeled gravity was interpolated from observed gravity values. EY0183 EY0183; North East Units Scale Factor Converg. EY0183;SPC NC - 173,574.043 817,880.609 MT 0.99987285 +1 19 18.7 EY0183;SPC NC - 569,467.51 2,683,329.96 sFT 0.99987285 +1 19 18.7 EY0183;UTM 18 - 3,906,883.242 344,532.813 MT 0.99989787 -0 59 16.9 EY0183 EY0183! - Elev Factor x Scale Factor = Combined Factor EY0183!SPC NC - 1.00000553 x 0.99987285 = 0.99987838 EY0183!UTM 18 - 1.00000553 x 0.99989787 = 0.99990340 EY0183 EY0183 SUPERSEDED SURVEY CONTROL EY0183 EY0183 NGVD 29 (??/??/92) 2.371 (m) 7.78 (f) ADJ UNCH 2 2 EY0183 EY0183.Superseded values are not recommended for survey control. EY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0183.See file dsdata.txt to determine how the superseded data were derived. EY0183 EY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4453306883(NAD 83) EY0183_MARKER: DB = BENCH MARK DISK EY0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY0183_STAMPING: S 241 1947 EY0183_MARK LOGO: CGS EY0183_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0183+STABILITY: SURFACE MOTION EY0183 EY0183 HISTORY - Date Condition Report By EY0183 HISTORY - 1947 MONUMENTED CGS EY0183 HISTORY - 1963 GOOD NGS EY0183 HISTORY - 19840101 GOOD NCGS EY0183 EY0183 STATION DESCRIPTION EY0183 EY0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EY0183'4.7 MI E FROM AURORA. EY0183'A NEW ROAD HAS BEEN BUILT, MAKING THE ORIGINAL DESCRIPTION EY0183'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- TO REACH MARK FROM THE EY0183'EAST END OF CONCRETE BRIDGE OVER SOUTH CREEK AT AURORA, TRAVEL EY0183'ON THE AURORA-HOBUCKEN ROAD EAST 4.0 MILES TO MARK. IT IS 97.5 EY0183'FT. SOUTH OF CENTERLINE OF ROAD, 17.1 FT. SOUTHWEST OF NORTHWEST EY0183'CORNER OF HOUSE, 8.0 FT. NORTH OF NORTHEAST CORNER OF A SMALL EY0183'SHACK, 3.7 FT. EAST OF A 24 INCH ELM TREE, AND 2.8 FT. NORTH OF EY0183'WHITE REFERENCE POST. IT IS A STANDARD DISK, STAMPED S-241, 1947 EY0183'SET IN THE TOP OF A 7 INCH ROUND CONCRETE MONUMENT PROJECTING EY0183'1 INCH ABOVE GROUND. EY0183 EY0183 STATION RECOVERY (1963) EY0183 EY0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EY0183'RECOVERED IN GOOD CONDITION. EY0183 EY0183 STATION RECOVERY (1984) EY0183 EY0183'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EY0183'RECOVERED AS DESCRIBED. LOCATED 29.73 M (97.54 FT) SOUTH OF THE EY0183'CENTERLINE OF THE HIGHWAY, 15.8 M (51.8 FT) WEST OF A FARM PATH, AND EY0183'32.0 M (105.0 FT) EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2154 *********************************************************************** EY2154 DESIGNATION - SAM EY2154 PID - EY2154 EY2154 STATE/COUNTY- NC/BEAUFORT EY2154 USGS QUAD - WASHINGTON (1983) EY2154 EY2154 *CURRENT SURVEY CONTROL EY2154 ___________________________________________________________________ EY2154* NAD 83(1986)- 35 32 42.48134(N) 077 02 55.08546(W) ADJUSTED EY2154* NAVD 88 - 1.0 (meters) 3. (feet) VERTCON EY2154 ___________________________________________________________________ EY2154 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EY2154 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2154 EY2154 HORZ ORDER - SECOND EY2154 EY2154.The North Carolina HARNS have been completed but, EY2154.due to contractual restrictions, coordinates for these stations EY2154.will NOT be published in the near future. In the interim, the EY2154.published coordinates in North Carolina will not be EY2154.consistent with the Continuously Operating Reference Stations EY2154.(CORS). The HARN coordinates for these stations are available EY2154.upon request. Contact Gary Thompson(919-733-3836). EY2154. EY2154.In addition, the published North Carolina positions EY2154.(NAD 83 (1986)) are NOT consistent with those determined in EY2154.adjacent state readjustments. The discontinuity between stations EY2154.located in North Carolina and those in adjacent states EY2154.which have been adjusted to the HARN may be as much as 5 EY2154.decimeters. This will result in a significant loss of accuracy EY2154.over lines crossing such state borders. EY2154 EY2154 EY2154.The horizontal coordinates were established by classical geodetic methods EY2154.and adjusted by the National Geodetic Survey in July 1986. EY2154 EY2154.The NAVD 88 height was computed by applying the VERTCON shift value to EY2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2154 EY2154.The Laplace correction was computed from DEFLEC99 derived deflections. EY2154 EY2154.The geoid height was determined by GEOID03. EY2154 EY2154; North East Units Scale Factor Converg. EY2154;SPC NC - 200,874.216 786,516.674 MT 0.99988566 +1 07 34.6 EY2154;SPC NC - 659,034.82 2,580,430.12 sFT 0.99988566 +1 07 34.6 EY2154;UTM 18 - 3,935,429.590 314,294.010 MT 1.00002500 -1 11 28.7 EY2154 EY2154! - Elev Factor x Scale Factor = Combined Factor EY2154!SPC NC - 1.00000560 x 0.99988566 = 0.99989126 EY2154!UTM 18 - 1.00000560 x 1.00002500 = 1.00003060 EY2154 EY2154: Primary Azimuth Mark Grid Az EY2154:SPC NC - SMALL 072 26 09.4 EY2154:UTM 18 - SMALL 074 45 12.7 EY2154 EY2154|---------------------------------------------------------------------| EY2154| PID Reference Object Distance Geod. Az | EY2154| dddmmss.s | EY2154| EY2159 SMALL APPROX. 0.9 KM 0733344.0 | EY2154| EY2121 HARVEY APPROX. 0.6 KM 2090500.4 | EY2154|---------------------------------------------------------------------| EY2154 EY2154 SUPERSEDED SURVEY CONTROL EY2154 EY2154 NAD 27 - 35 32 41.89330(N) 077 02 56.26010(W) AD( ) 2 EY2154 NGVD 29 (07/19/86) 1.3 (m) 4. (f) VERT ANG EY2154 EY2154.Superseded values are not recommended for survey control. EY2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2154.See file dsdata.txt to determine how the superseded data were derived. EY2154 EY2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1429435430(NAD 83) EY2154_MARKER: DE = TRAVERSE STATION DISK EY2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2154_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2154 EY2154 HISTORY - Date Condition Report By EY2154 HISTORY - 1965 MONUMENTED NCGS EY2154 HISTORY - 19830101 SEE DESCRIPTION NCGS EY2154 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2154 EY2154 STATION DESCRIPTION EY2154 EY2154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2154'SAM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2154'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2154' EY2154'SAM IS 0.7 MILES E OF WASHINGTON. TO REACH STATION FROM EY2154'U.S. 17 AND MAIN ST. AT PAMLICO RIVER BRIDGE. GO 0.4 MILES N EY2154'ON U.S. 17 TO 5TH ST. (U.S. 264E), TURN RIGHT (E) ON 5TH EY2154'ST. (U.S. 264E) FOR 0.65 MILE TO TRIANGLE FORMED BY INTERSECTIONS EY2154'OF E. 5TH ST., JOHN SMALL AVE. AND HARVEY ST., AT JOHN SMALL EY2154'SCHOOL. STATION IS N OF 5TH ST., W OF HARVEY ST., AND S OF EY2154'JOHN SMALL AVE. AND 0.55 MILES SW ALONG JOHN SMALL AVE. FROM EY2154'Y INTERSECTION OF HIGHLAND DR. EY2154' EY2154'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2154'SAM 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2154'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2154' EY2154'MARK IS EY2154' EY2154'17.0 FT E OF STORM COVER IN ISLAND EY2154' EY2154'16.0 FT N OF STREET MARKER EY2154' EY2154'66.2 FT E OF PP WITH ALUMINUM REF. TAG EY2154' EY2154'39.4 FT W OF PP 33 WITH ALUMINUM REF. TAG EY2154' EY2154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2154 EY2154 STATION RECOVERY (1983) EY2154 EY2154'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2154'STATION WAS SEARCHED FOR BUT NOT FOUND. IF THE STATION STILL EXISTS, EY2154'IT IS NOW UNDER ROAD PAVEMENT. EY2154 EY2154 STATION RECOVERY (2004) EY2154 EY2154'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2154'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3836 *********************************************************************** EY3836 DESIGNATION - SANDY EY3836 PID - EY3836 EY3836 STATE/COUNTY- NC/BEAUFORT EY3836 USGS QUAD - AURORA (1993) EY3836 EY3836 *CURRENT SURVEY CONTROL EY3836 ___________________________________________________________________ EY3836* NAD 83(1986)- 35 21 17.12685(N) 076 45 43.00635(W) ADJUSTED EY3836* NAVD 88 - 2.900 (meters) 9.51 (feet) ADJUSTED EY3836 ___________________________________________________________________ EY3836 LAPLACE CORR- -1.08 (seconds) DEFLEC99 EY3836 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3836 DYNAMIC HT - 2.897 (meters) 9.50 (feet) COMP EY3836 MODELED GRAV- 979,747.9 (mgal) NAVD 88 EY3836 EY3836 HORZ ORDER - SECOND EY3836 VERT ORDER - SECOND CLASS II EY3836 EY3836.The North Carolina HARNS have been completed but, EY3836.due to contractual restrictions, coordinates for these stations EY3836.will NOT be published in the near future. In the interim, the EY3836.published coordinates in North Carolina will not be EY3836.consistent with the Continuously Operating Reference Stations EY3836.(CORS). The HARN coordinates for these stations are available EY3836.upon request. Contact Gary Thompson(919-733-3836). EY3836. EY3836.In addition, the published North Carolina positions EY3836.(NAD 83 (1986)) are NOT consistent with those determined in EY3836.adjacent state readjustments. The discontinuity between stations EY3836.located in North Carolina and those in adjacent states EY3836.which have been adjusted to the HARN may be as much as 5 EY3836.decimeters. This will result in a significant loss of accuracy EY3836.over lines crossing such state borders. EY3836 EY3836 EY3836.The horizontal coordinates were established by classical geodetic methods EY3836.and adjusted by the National Geodetic Survey in July 1986. EY3836 EY3836.The orthometric height was determined by differential leveling EY3836.and adjusted by the National Geodetic Survey in June 1998. EY3836 EY3836.The Laplace correction was computed from DEFLEC99 derived deflections. EY3836 EY3836.The geoid height was determined by GEOID03. EY3836 EY3836.The dynamic height is computed by dividing the NAVD 88 EY3836.geopotential number by the normal gravity value computed on the EY3836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3836.degrees latitude (g = 980.6199 gals.). EY3836 EY3836.The modeled gravity was interpolated from observed gravity values. EY3836 EY3836; North East Units Scale Factor Converg. EY3836;SPC NC - 180,308.567 812,980.533 MT 0.99987420 +1 17 30.3 EY3836;SPC NC - 591,562.36 2,667,253.63 sFT 0.99987420 +1 17 30.3 EY3836;UTM 18 - 3,913,810.083 339,908.089 MT 0.99991585 -1 01 11.1 EY3836 EY3836! - Elev Factor x Scale Factor = Combined Factor EY3836!SPC NC - 1.00000539 x 0.99987420 = 0.99987959 EY3836!UTM 18 - 1.00000539 x 0.99991585 = 0.99992124 EY3836 EY3836: Primary Azimuth Mark Grid Az EY3836:SPC NC - FRED 255 48 13.2 EY3836:UTM 18 - FRED 258 06 54.6 EY3836 EY3836|---------------------------------------------------------------------| EY3836| PID Reference Object Distance Geod. Az | EY3836| dddmmss.s | EY3836| EY3809 FRED APPROX. 1.0 KM 2570543.5 | EY3836|---------------------------------------------------------------------| EY3836 EY3836 SUPERSEDED SURVEY CONTROL EY3836 EY3836 NAD 27 - 35 21 16.50761(N) 076 45 44.26577(W) AD( ) 2 EY3836 NGVD 29 (07/19/86) 3.3 (m) 11. (f) VERT ANG EY3836 EY3836.Superseded values are not recommended for survey control. EY3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3836.See file dsdata.txt to determine how the superseded data were derived. EY3836 EY3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3990813810(NAD 83) EY3836_MARKER: DE = TRAVERSE STATION DISK EY3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3836_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3836_STAMPING: SANDY 1966 EY3836_MARK LOGO: NCGS EY3836_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3836+STABILITY: SURFACE MOTION EY3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3836+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000 EY3836 EY3836 HISTORY - Date Condition Report By EY3836 HISTORY - 1966 MONUMENTED NCGS EY3836 HISTORY - 19860101 GOOD NCGS EY3836 HISTORY - 20000713 GOOD NCGS EY3836 EY3836 STATION DESCRIPTION EY3836 EY3836'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3836'SANDY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3836'THE VICINITY OF AURORA, NORTH CAROLINA. EY3836' EY3836'SANDY IS 3.75 MILES N OF AURORA. LOCATED 0.65 MILES E ALONG EY3836'SR 1945 FROM INTERSECTION OF SR 1945 AND SR 1942. 0.15 MILES E EY3836'OF RR CROSSING ON SR 1945 AND ON TOP OF S DITCH BANK OF SR 1945. EY3836' EY3836'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3836'SANDY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3836'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3836' EY3836'MARK IS EY3836' EY3836'21.0 FT S OF C/L OF SR 1945 EY3836' EY3836'9.4 FT W OF 8 INCH GUM WITH ALUMINUM REF. TAG EY3836' EY3836'12.5 FT NW OF 7 INCH PINE WITH ALUMINUM REF. TAG EY3836' EY3836'78.9 FT W OF 30 INCH PINE WITH ALUMINUM REF. TAG EY3836' EY3836'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3836 EY3836 STATION RECOVERY (1986) EY3836 EY3836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EY3836'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCE TO TWO PINE TREES. EY3836'CHANGE THE 9.4 FT (2.9 M) WEST OF 8-INCH GUM TO READ-7.4 FT WEST OF A EY3836'10-INCH GUM. MARK IS ALSO LOCATED 20.0 FT (6.1 M) EAST-NORTHEAST OF A EY3836'16-INCH ASH WITH A REFERENCE TAG. EY3836 EY3836 STATION RECOVERY (2000) EY3836 EY3836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH) EY3836'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EY3836'CORRECTIONS. STATION IS NOW 7.8 FT (2.4 M) WNW OF A 15 INCH GUM, 20.0 EY3836'FT (6.1 M) NORTHEAST OF A 12 INCH ASH, BOTH WITH REFERENCE TAGS AND EY3836'0.7 FT (21.3 CM) NORTH-NORTHWEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4320 *********************************************************************** EY4320 DESIGNATION - SCHOOL EY4320 PID - EY4320 EY4320 STATE/COUNTY- NC/BEAUFORT EY4320 USGS QUAD - WASHINGTON (1983) EY4320 EY4320 *CURRENT SURVEY CONTROL EY4320 ___________________________________________________________________ EY4320* NAD 83(1986)- 35 30 36.55900(N) 077 06 09.26212(W) ADJUSTED EY4320* NAVD 88 - 11.10 (+/-2cm) 36.4 (feet) VERTCON EY4320 ___________________________________________________________________ EY4320 LAPLACE CORR- -2.51 (seconds) DEFLEC99 EY4320 GEOID HEIGHT- -36.61 (meters) GEOID03 EY4320 EY4320 HORZ ORDER - SECOND EY4320 VERT ORDER - THIRD ? (See Below) EY4320 EY4320.The North Carolina HARNS have been completed but, EY4320.due to contractual restrictions, coordinates for these stations EY4320.will NOT be published in the near future. In the interim, the EY4320.published coordinates in North Carolina will not be EY4320.consistent with the Continuously Operating Reference Stations EY4320.(CORS). The HARN coordinates for these stations are available EY4320.upon request. Contact Gary Thompson(919-733-3836). EY4320. EY4320.In addition, the published North Carolina positions EY4320.(NAD 83 (1986)) are NOT consistent with those determined in EY4320.adjacent state readjustments. The discontinuity between stations EY4320.located in North Carolina and those in adjacent states EY4320.which have been adjusted to the HARN may be as much as 5 EY4320.decimeters. This will result in a significant loss of accuracy EY4320.over lines crossing such state borders. EY4320 EY4320 EY4320.The horizontal coordinates were established by classical geodetic methods EY4320.and adjusted by the National Geodetic Survey in April 1998. EY4320 EY4320.The NAVD 88 height was computed by applying the VERTCON shift value to EY4320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4320.The vertical order pertains to the NGVD 29 superseded value. EY4320 EY4320.The Laplace correction was computed from DEFLEC99 derived deflections. EY4320 EY4320.The geoid height was determined by GEOID03. EY4320 EY4320; North East Units Scale Factor Converg. EY4320;SPC NC - 196,899.710 781,701.298 MT 0.99988273 +1 05 42.5 EY4320;SPC NC - 645,995.13 2,564,631.68 sFT 0.99988273 +1 05 42.5 EY4320;UTM 18 - 3,931,652.451 309,321.119 MT 1.00004807 -1 13 17.9 EY4320 EY4320! - Elev Factor x Scale Factor = Combined Factor EY4320!SPC NC - 1.00000400 x 0.99988273 = 0.99988673 EY4320!UTM 18 - 1.00000400 x 1.00004807 = 1.00005207 EY4320 EY4320 SUPERSEDED SURVEY CONTROL EY4320 EY4320 NAD 83(1986)- 35 30 36.56009(N) 077 06 09.26401(W) AD( ) 2 EY4320 NGVD 29 (10/26/90) 11.43 (m) 37.5 (f) LEVELING 3 EY4320 EY4320.Superseded values are not recommended for survey control. EY4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4320.See file dsdata.txt to determine how the superseded data were derived. EY4320 EY4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0932131652(NAD 83) EY4320_MARKER: DE = TRAVERSE STATION DISK EY4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4320_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4320_STAMPING: SCHOOL 1979 EY4320_MARK LOGO: NCGS EY4320_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EY4320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4320+STABILITY: SURFACE MOTION EY4320 EY4320 HISTORY - Date Condition Report By EY4320 HISTORY - 1979 MONUMENTED NCGS EY4320 HISTORY - 19830101 GOOD NCGS EY4320 HISTORY - 19910331 GOOD USPSQD EY4320 HISTORY - 20030301 MARK NOT FOUND USPSQD EY4320 HISTORY - 20040625 MARK NOT FOUND USPSQD EY4320 EY4320 STATION DESCRIPTION EY4320 EY4320'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4320'THE STATION IS LOCATED IN CHOCOWINITY. EY4320' EY4320'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 33, PROCEED EY4320'SOUTHERLY ALONG US 17 FOR 0.2 MILE TO STATION IN THE RIGHT SHOULDER EY4320'DIRECTLY ACROSS HIGHWAY FROM CHOCOWINITY SCHOOL. EY4320' EY4320'STATION MARK IS A STANDARD DISK STAMPED---SCHOOL 1979---SET IN TOP EY4320'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND EY4320'SURFACE. THE MARK IS 21.4 FEET WEST-NORTHWEST OF CENTERLINE OF US 17, EY4320'19.6 FEET NORTHEAST OF NORTH SIDE OF TELEPHONE JUNCTION BOX, 22.1 EY4320'FEET NORTHEAST OF CREOSOTE POST WITH REFERENCE TAG, 66.7 FEET EY4320'NORTH-NORTHWEST OF CENTER OF WEST END OF CONCRETE WALKWAY AND 190.2 EY4320'FEET SOUTHWEST OF FIRE HYDRANT. EY4320 EY4320 STATION RECOVERY (1983) EY4320 EY4320'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4320'RECOVERED AS DESCRIBED. EY4320 EY4320 STATION RECOVERY (1991) EY4320 EY4320'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY4320'RECOVERED IN GOOD CONDITION. EY4320 EY4320 STATION RECOVERY (2003) EY4320 EY4320'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY4320'MARK NOT FOUND EY4320 EY4320 STATION RECOVERY (2004) EY4320 EY4320'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4320'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3536 *********************************************************************** EY3536 DESIGNATION - SCHOONER EY3536 PID - EY3536 EY3536 STATE/COUNTY- NC/BEAUFORT EY3536 USGS QUAD - SOUTH CREEK (1993) EY3536 EY3536 *CURRENT SURVEY CONTROL EY3536 ___________________________________________________________________ EY3536* NAD 83(1986)- 35 20 55.35601(N) 076 43 07.12838(W) ADJUSTED EY3536* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3536 ___________________________________________________________________ EY3536 LAPLACE CORR- -0.81 (seconds) DEFLEC99 EY3536 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3536 EY3536 HORZ ORDER - THIRD EY3536 EY3536.The North Carolina HARNS have been completed but, EY3536.due to contractual restrictions, coordinates for these stations EY3536.will NOT be published in the near future. In the interim, the EY3536.published coordinates in North Carolina will not be EY3536.consistent with the Continuously Operating Reference Stations EY3536.(CORS). The HARN coordinates for these stations are available EY3536.upon request. Contact Gary Thompson(919-733-3836). EY3536. EY3536.In addition, the published North Carolina positions EY3536.(NAD 83 (1986)) are NOT consistent with those determined in EY3536.adjacent state readjustments. The discontinuity between stations EY3536.located in North Carolina and those in adjacent states EY3536.which have been adjusted to the HARN may be as much as 5 EY3536.decimeters. This will result in a significant loss of accuracy EY3536.over lines crossing such state borders. EY3536 EY3536 EY3536.The horizontal coordinates were established by classical geodetic methods EY3536.and adjusted by the National Geodetic Survey in July 1986. EY3536 EY3536.The orthometric height was scaled from a topographic map. EY3536 EY3536.The Laplace correction was computed from DEFLEC99 derived deflections. EY3536 EY3536.The geoid height was determined by GEOID03. EY3536 EY3536; North East Units Scale Factor Converg. EY3536;SPC NC - 179,727.449 816,930.025 MT 0.99987402 +1 19 00.2 EY3536;SPC NC - 589,655.81 2,680,211.26 sFT 0.99987402 +1 19 00.2 EY3536;UTM 18 - 3,913,070.129 343,831.065 MT 0.99990056 -0 59 40.3 EY3536 EY3536! - Elev Factor x Scale Factor = Combined Factor EY3536!SPC NC - 1.00000574 x 0.99987402 = 0.99987976 EY3536!UTM 18 - 1.00000574 x 0.99990056 = 0.99990630 EY3536 EY3536: Primary Azimuth Mark Grid Az EY3536:SPC NC - LARK 252 26 33.5 EY3536:UTM 18 - LARK 254 45 14.0 EY3536 EY3536|---------------------------------------------------------------------| EY3536| PID Reference Object Distance Geod. Az | EY3536| dddmmss.s | EY3536| EY5452 SCHOONER RM 15.988 METERS 17258 | EY3536| EY3525 LARK APPROX. 0.7 KM 2534533.7 | EY3536|---------------------------------------------------------------------| EY3536 EY3536 SUPERSEDED SURVEY CONTROL EY3536 EY3536 NAD 27 - 35 20 54.75300(N) 076 43 08.37900(W) AD( ) 3 EY3536 EY3536.Superseded values are not recommended for survey control. EY3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3536.See file dsdata.txt to determine how the superseded data were derived. EY3536 EY3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4383113070(NAD 83) EY3536_MARKER: DS = TRIANGULATION STATION DISK EY3536_SETTING: 0 = UNSPECIFIED SETTING EY3536 EY3536 HISTORY - Date Condition Report By EY3536 HISTORY - 1935 MONUMENTED CGS EY3536 HISTORY - 1948 SEE DESCRIPTION CGS EY3536 EY3536 STATION DESCRIPTION EY3536 EY3536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3536'STATION IS ON THE S SIDE OF SOUTH CREEK ON A POINT ON THE EASTERN EY3536'EXTREMITY OF THE MOUTH OF SCHOONER CREEK. POINT IS BETWEEN SCHOONER EY3536'CREEK AND AN L-SHAPED BAY E OF SCHOONER CREEK. FROM THE STATION, EY3536'WHICH IS ON FIRM LAND. SHORE LINE IS 8 METERS N AND 10 METERS E. EY3536'A 20-FOOT KNOLL IS W OF THE STATION. EY3536' EY3536'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3536'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3536' EY3536'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3536'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3536 EY3536 STATION RECOVERY (1948) EY3536 EY3536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3536'STATION DESTROYED BY EROSION. REFERENCE MARK FOUND IN GOOD EY3536'CONDITION. A DESCRIPTION FOR RECOVERY OF REFERENCE MARK FOLLOWS-- EY3536' EY3536'REFERENCE MARK IS ON S SIDE OF SOUTH CREEK ON A POINT BETWEEN EY3536'SCHOONER CREEK AND AN L-SHAPED BAY E OF SCHOONER CREEK. FROM EY3536'THE REFERENCE MARK, WHICH IS ON THE E SLOPE OF AN 8-FOOT BLUFF, EY3536'SHORELINE IS 20.6 METERS N, 10.0 METERS TO CORNER BIGHT 335 EY3536'DEG MAGNETIC, 11.0 METERS TO L-SHAPED BAY E. TWO BLAZED 10-INCH EY3536'PINE TREES ARE 4.1 METERS 17 DEG MAGNETIC, 6.1 METERS 67 DEG EY3536'MAGNETIC, FROM THE STATION. EY3536' EY3536'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A CONCRETE EY3536'FILLED 8-BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND AND EY3536'STAMPED SCHOONER 1935. IT IS ABOUT 5 FEET ABOVE WATER LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5878 *********************************************************************** AE5878 DESIGNATION - SCOUT AE5878 PID - AE5878 AE5878 STATE/COUNTY- NC/BEAUFORT AE5878 USGS QUAD - HACKNEY (1983) AE5878 AE5878 *CURRENT SURVEY CONTROL AE5878 ___________________________________________________________________ AE5878* NAD 83(1986)- 35 30 00.56945(N) 077 04 39.90550(W) ADJUSTED AE5878* NAVD 88 - 6.869 (meters) 22.54 (feet) ADJUSTED AE5878 ___________________________________________________________________ AE5878 LAPLACE CORR- -2.12 (seconds) DEFLEC99 AE5878 GEOID HEIGHT- -36.66 (meters) GEOID03 AE5878 DYNAMIC HT - 6.863 (meters) 22.52 (feet) COMP AE5878 MODELED GRAV- 979,752.9 (mgal) NAVD 88 AE5878 AE5878 HORZ ORDER - SECOND AE5878 VERT ORDER - SECOND CLASS II AE5878 AE5878.The North Carolina HARNS have been completed but, AE5878.due to contractual restrictions, coordinates for these stations AE5878.will NOT be published in the near future. In the interim, the AE5878.published coordinates in North Carolina will not be AE5878.consistent with the Continuously Operating Reference Stations AE5878.(CORS). The HARN coordinates for these stations are available AE5878.upon request. Contact Gary Thompson(919-733-3836). AE5878. AE5878.In addition, the published North Carolina positions AE5878.(NAD 83 (1986)) are NOT consistent with those determined in AE5878.adjacent state readjustments. The discontinuity between stations AE5878.located in North Carolina and those in adjacent states AE5878.which have been adjusted to the HARN may be as much as 5 AE5878.decimeters. This will result in a significant loss of accuracy AE5878.over lines crossing such state borders. AE5878 AE5878 AE5878.The horizontal coordinates were established by classical geodetic methods AE5878.and adjusted by the National Geodetic Survey in April 1998. AE5878 AE5878.The orthometric height was determined by differential leveling AE5878.and adjusted by the National Geodetic Survey in June 1998. AE5878 AE5878.The Laplace correction was computed from DEFLEC99 derived deflections. AE5878 AE5878.The geoid height was determined by GEOID03. AE5878 AE5878.The dynamic height is computed by dividing the NAVD 88 AE5878.geopotential number by the normal gravity value computed on the AE5878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5878.degrees latitude (g = 980.6199 gals.). AE5878 AE5878.The modeled gravity was interpolated from observed gravity values. AE5878 AE5878; North East Units Scale Factor Converg. AE5878;SPC NC - 195,834.185 783,973.827 MT 0.99988196 +1 06 34.1 AE5878;SPC NC - 642,499.32 2,572,087.46 sFT 0.99988196 +1 06 34.1 AE5878;UTM 18 - 3,930,495.753 311,549.080 MT 1.00003766 -1 12 24.9 AE5878 AE5878! - Elev Factor x Scale Factor = Combined Factor AE5878!SPC NC - 1.00000468 x 0.99988196 = 0.99988664 AE5878!UTM 18 - 1.00000468 x 1.00003766 = 1.00004234 AE5878 AE5878 SUPERSEDED SURVEY CONTROL AE5878 AE5878 NGVD 29 (04/29/98) 7.20 (m) 23.6 (f) LEVELING 3 AE5878 AE5878.Superseded values are not recommended for survey control. AE5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5878.See file dsdata.txt to determine how the superseded data were derived. AE5878 AE5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1154930496(NAD 83) AE5878_MARKER: DH = HORIZONTAL CONTROL DISK AE5878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5878_STAMPING: SCOUT 1983 AE5878_MARK LOGO: NCGS AE5878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5878+STABILITY: SURFACE MOTION AE5878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5878+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 AE5878 AE5878 HISTORY - Date Condition Report By AE5878 HISTORY - 1983 MONUMENTED NCGS AE5878 HISTORY - 19900510 GOOD NCGS AE5878 HISTORY - 20040327 GOOD USPSQD AE5878 AE5878 STATION DESCRIPTION AE5878 AE5878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5878'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) EAST-SOUTHEAST OF AE5878'CHOCOWINITY. ALONG NC 33 FOR 2.5 KM (1.55 MI) SOUTHEAST OF US 17, OR AE5878'0.2 KM (0.10 MI) SOUTHEAST OF A BRIDGE OVER CHOCOWINITY CREEK, AT SR AE5878'1123, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. MARK IS RECESSED AE5878'1 INCH BELOW GROUND. LOCATED 20.7 M (67.9 FT) EAST-NORTHEAST OF THE AE5878'CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) SOUTH-SOUTHEAST OF THE AE5878'CENTERLINE OF SR 1123, 58.2 M (190.9 FT) WEST-SOUTHWEST OF THE AE5878'INTERSECTION OF SR 1123 WITH THE CENTER OF A RAILROAD TRACK, 15.1 M AE5878'(49.5 FT) WEST OF A DRIVEWAY CULVERT, 14.0 M (45.9 FT) WEST OF A AE5878'RIGHT-OF-WAY MARKER, AND 21.0 M (68.9 FT) WEST OF AN 18-INCH PINE WITH AE5878'A REFERENCE TAG. AE5878 AE5878 STATION RECOVERY (1990) AE5878 AE5878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5878'RECOVERED AS DESCRIBED. MARK IS ON EAST SIDE OF T-INTERSECTION. PINE AE5878'AND RIGHT-OF-WAY MARKER ARE GONE. AE5878 AE5878 STATION RECOVERY (2004) AE5878 AE5878'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5878'REFERENCE TAG ON PINE NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5928 *********************************************************************** AE5928 DESIGNATION - SEAN AE5928 PID - AE5928 AE5928 STATE/COUNTY- NC/BEAUFORT AE5928 USGS QUAD - SOUTH CREEK (1993) AE5928 AE5928 *CURRENT SURVEY CONTROL AE5928 ___________________________________________________________________ AE5928* NAD 83(1986)- 35 16 38.95881(N) 076 40 23.33797(W) ADJUSTED AE5928* NAVD 88 - 2.281 (meters) 7.48 (feet) ADJUSTED AE5928 ___________________________________________________________________ AE5928 LAPLACE CORR- -0.44 (seconds) DEFLEC99 AE5928 GEOID HEIGHT- -37.31 (meters) GEOID03 AE5928 DYNAMIC HT - 2.279 (meters) 7.48 (feet) COMP AE5928 MODELED GRAV- 979,754.0 (mgal) NAVD 88 AE5928 AE5928 HORZ ORDER - SECOND AE5928 VERT ORDER - SECOND CLASS II AE5928 AE5928.The North Carolina HARNS have been completed but, AE5928.due to contractual restrictions, coordinates for these stations AE5928.will NOT be published in the near future. In the interim, the AE5928.published coordinates in North Carolina will not be AE5928.consistent with the Continuously Operating Reference Stations AE5928.(CORS). The HARN coordinates for these stations are available AE5928.upon request. Contact Gary Thompson(919-733-3836). AE5928. AE5928.In addition, the published North Carolina positions AE5928.(NAD 83 (1986)) are NOT consistent with those determined in AE5928.adjacent state readjustments. The discontinuity between stations AE5928.located in North Carolina and those in adjacent states AE5928.which have been adjusted to the HARN may be as much as 5 AE5928.decimeters. This will result in a significant loss of accuracy AE5928.over lines crossing such state borders. AE5928 AE5928 AE5928.The horizontal coordinates were established by classical geodetic methods AE5928.and adjusted by the National Geodetic Survey in April 1998. AE5928 AE5928.The orthometric height was determined by differential leveling AE5928.and adjusted by the National Geodetic Survey in June 1998. AE5928 AE5928.The Laplace correction was computed from DEFLEC99 derived deflections. AE5928 AE5928.The geoid height was determined by GEOID03. AE5928 AE5928.The dynamic height is computed by dividing the NAVD 88 AE5928.geopotential number by the normal gravity value computed on the AE5928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5928.degrees latitude (g = 980.6199 gals.). AE5928 AE5928.The modeled gravity was interpolated from observed gravity values. AE5928 AE5928; North East Units Scale Factor Converg. AE5928;SPC NC - 171,924.834 821,249.235 MT 0.99987269 +1 20 34.8 AE5928;SPC NC - 564,056.73 2,694,381.87 sFT 0.99987269 +1 20 34.8 AE5928;UTM 18 - 3,905,099.581 347,832.300 MT 0.99988536 -0 57 59.4 AE5928 AE5928! - Elev Factor x Scale Factor = Combined Factor AE5928!SPC NC - 1.00000550 x 0.99987269 = 0.99987819 AE5928!UTM 18 - 1.00000550 x 0.99988536 = 0.99989086 AE5928 AE5928 SUPERSEDED SURVEY CONTROL AE5928 AE5928 NGVD 29 (04/29/98) 2.62 (m) 8.6 (f) LEVELING 3 AE5928 AE5928.Superseded values are not recommended for survey control. AE5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5928.See file dsdata.txt to determine how the superseded data were derived. AE5928 AE5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4783205100(NAD 83) AE5928_MARKER: DH = HORIZONTAL CONTROL DISK AE5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5928_STAMPING: SEAN 1988 AE5928_MARK LOGO: NCGS AE5928_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5928+STABILITY: SURFACE MOTION AE5928 AE5928 HISTORY - Date Condition Report By AE5928 HISTORY - 1983 MONUMENTED NCGS AE5928 AE5928 STATION DESCRIPTION AE5928 AE5928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5928'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) WEST-NORTHWEST OF HOBUCKEN AE5928'AND 10.8 KM (6.70 MI) EAST-SOUTHEAST OF AURORA. ALONG NC 33 FOR 1.6 KM AE5928'(1.00 MI) EAST OF THE CAMPBELLS CREEK BRIDGE, OR 8.9 KM (5.55 MI) AE5928'NORTHWEST OF NC 304, ON PROLONGATION OF A EAST-WEST DITCH. MARK IS AE5928'RECESSED 3 INCHES BELOW GROUND AND IS 1/2 FOOT LOWER THAN THE HIGHWAY. AE5928'LOCATED 4.2 M (13.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE AE5928'HIGHWAY--AND 7.0 M (23.0 FT) SOUTH-SOUTHWEST OF A 24-INCH PINE, 20.0 M AE5928'(65.6 FT) SOUTH-SOUTHEAST OF A 24-INCH PINE, AND 33.3 M (109.3 FT) AE5928'NORTH-NORTHWEST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4108 *********************************************************************** EY4108 DESIGNATION - SEE EY4108 PID - EY4108 EY4108 STATE/COUNTY- NC/BEAUFORT EY4108 USGS QUAD - PINETOWN (1974) EY4108 EY4108 *CURRENT SURVEY CONTROL EY4108 ___________________________________________________________________ EY4108* NAD 83(1986)- 35 31 49.60150(N) 076 50 28.51167(W) ADJUSTED EY4108* NAVD 88 - 4.943 (meters) 16.22 (feet) ADJUSTED EY4108 ___________________________________________________________________ EY4108 LAPLACE CORR- -2.11 (seconds) DEFLEC99 EY4108 GEOID HEIGHT- -36.91 (meters) GEOID03 EY4108 DYNAMIC HT - 4.938 (meters) 16.20 (feet) COMP EY4108 MODELED GRAV- 979,761.6 (mgal) NAVD 88 EY4108 EY4108 HORZ ORDER - SECOND EY4108 VERT ORDER - SECOND CLASS II EY4108 EY4108.The North Carolina HARNS have been completed but, EY4108.due to contractual restrictions, coordinates for these stations EY4108.will NOT be published in the near future. In the interim, the EY4108.published coordinates in North Carolina will not be EY4108.consistent with the Continuously Operating Reference Stations EY4108.(CORS). The HARN coordinates for these stations are available EY4108.upon request. Contact Gary Thompson(919-733-3836). EY4108. EY4108.In addition, the published North Carolina positions EY4108.(NAD 83 (1986)) are NOT consistent with those determined in EY4108.adjacent state readjustments. The discontinuity between stations EY4108.located in North Carolina and those in adjacent states EY4108.which have been adjusted to the HARN may be as much as 5 EY4108.decimeters. This will result in a significant loss of accuracy EY4108.over lines crossing such state borders. EY4108 EY4108 EY4108.The horizontal coordinates were established by classical geodetic methods EY4108.and adjusted by the National Geodetic Survey in July 1998. EY4108 EY4108.The orthometric height was determined by differential leveling EY4108.and adjusted by the National Geodetic Survey in June 1991. EY4108 EY4108.The Laplace correction was computed from DEFLEC99 derived deflections. EY4108 EY4108.The geoid height was determined by GEOID03. EY4108 EY4108.The dynamic height is computed by dividing the NAVD 88 EY4108.geopotential number by the normal gravity value computed on the EY4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4108.degrees latitude (g = 980.6199 gals.). EY4108 EY4108.The modeled gravity was interpolated from observed gravity values. EY4108 EY4108; North East Units Scale Factor Converg. EY4108;SPC NC - 199,634.278 805,351.001 MT 0.99988438 +1 14 45.5 EY4108;SPC NC - 654,966.79 2,642,222.41 sFT 0.99988438 +1 14 45.5 EY4108;UTM 18 - 3,933,429.065 333,064.663 MT 0.99994342 -1 04 13.0 EY4108 EY4108! - Elev Factor x Scale Factor = Combined Factor EY4108!SPC NC - 1.00000502 x 0.99988438 = 0.99988940 EY4108!UTM 18 - 1.00000502 x 0.99994342 = 0.99994844 EY4108 EY4108 SUPERSEDED SURVEY CONTROL EY4108 EY4108 NAVD 88 (07/14/98) 4.94 (m) 16.2 (f) LEVELING 3 EY4108 EY4108.Superseded values are not recommended for survey control. EY4108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4108.See file dsdata.txt to determine how the superseded data were derived. EY4108 EY4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3306533429(NAD 83) EY4108_MARKER: DE = TRAVERSE STATION DISK EY4108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4108_SP_SET: CONCRETE POST EY4108_STAMPING: SEE 1982 EY4108_MARK LOGO: NCGS EY4108_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4108+STABILITY: SURFACE MOTION EY4108 EY4108 HISTORY - Date Condition Report By EY4108 HISTORY - 1982 MONUMENTED NCGS EY4108 HISTORY - 19840601 GOOD NCGS EY4108 HISTORY - 19941205 GOOD NCGS EY4108 EY4108 STATION DESCRIPTION EY4108 EY4108'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4108'17.4 KM (10.8 MI) WSW FROM PANTEGO. EY4108'THE STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) WEST-SOUTHWEST OF EY4108'PANTEGO AND 19.8 KM (12.3 MI) EAST OF WASHINGTON. PROCEED EAST ALONG EY4108'US 264 FOR 6.2 KM (3.85 MI) FROM THE INTERSECTION WITH NC 92 TO SR EY4108'1343 (EVERETTS CROSSROADS), THENCE NORTH ALONG SR 1343 FOR 0.9 KM EY4108'(0.55 MI) TO SR 1607 AND THE STATION. THE STATION IS A STANDARD NCGS EY4108'DISK STAMPED---SEE 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4108'MONUMENT 25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND. LOCATED 3.9 EY4108'METERS (12.7 FT) NORTH OF THE CENTER OF SR 1607, 39.9 METERS (131.0 EY4108'FT) EAST OF THE CENTERLINE OF SR 1343, 41.8 METERS (137.1 FT) EY4108'NORTHEAST OF THE PROJECTED CENTERLINE INTERSECTION OF SR 1607 AND SR EY4108'1343, AND 44.0 METERS (144.3 FT) SOUTHWEST OF A POWER POLE WITH A EY4108'REFERENCE TAG. EY4108 EY4108 STATION RECOVERY (1984) EY4108 EY4108'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4108'STATION IS LOCATED ABOUT 17.4 KM (10.80 MI) WEST-SOUTHWEST OF PANTEGO EY4108'AND 19.8 KM (12.30 MI) EAST OF WASHINGTON. PROCEED EAST ALONG US 264 EY4108'FOR 6.2 KM (3.85 MI) FROM NC 92 TO SR 1343 (EVERETTS CROSSROADS), EY4108'THENCE NORTH ALONG SR 1343 FOR 0.9 KM (0.55 MI) TO SR 1607 AND THE EY4108'STATION. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 3.9 M (12.8 EY4108'FT) NORTH OF THE CENTER OF SR 1607, 39.9 M (130.9 FT) EAST OF THE EY4108'CENTERLINE OF SR 1343, 41.8 M (137.1 FT) NORTHEAST OF THE PROJECTED EY4108'CENTERLINE INTERSECTION OF SR 1607 AND SR 1343, AND 44.0 M (144.4 FT) EY4108'SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. EY4108 EY4108 STATION RECOVERY (1994) EY4108 EY4108'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL) EY4108'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9106 *********************************************************************** AF9106 DESIGNATION - SELBY AF9106 PID - AF9106 AF9106 STATE/COUNTY- NC/BEAUFORT AF9106 USGS QUAD - PANTEGO (1974) AF9106 AF9106 *CURRENT SURVEY CONTROL AF9106 ___________________________________________________________________ AF9106* NAD 83(1986)- 35 33 10.54526(N) 076 37 32.12329(W) ADJUSTED AF9106* NAVD 88 - 2.0 (meters) 7. (feet) VERT ANG AF9106 ___________________________________________________________________ AF9106 LAPLACE CORR- -2.48 (seconds) DEFLEC99 AF9106 GEOID HEIGHT- -37.15 (meters) GEOID03 AF9106 AF9106 HORZ ORDER - SECOND AF9106 AF9106.The North Carolina HARNS have been completed but, AF9106.due to contractual restrictions, coordinates for these stations AF9106.will NOT be published in the near future. In the interim, the AF9106.published coordinates in North Carolina will not be AF9106.consistent with the Continuously Operating Reference Stations AF9106.(CORS). The HARN coordinates for these stations are available AF9106.upon request. Contact Gary Thompson(919-733-3836). AF9106. AF9106.In addition, the published North Carolina positions AF9106.(NAD 83 (1986)) are NOT consistent with those determined in AF9106.adjacent state readjustments. The discontinuity between stations AF9106.located in North Carolina and those in adjacent states AF9106.which have been adjusted to the HARN may be as much as 5 AF9106.decimeters. This will result in a significant loss of accuracy AF9106.over lines crossing such state borders. AF9106 AF9106 AF9106.The horizontal coordinates were established by classical geodetic methods AF9106.and adjusted by the National Geodetic Survey in July 1998. AF9106 AF9106.The orthometric height was determined by vertical angle observations. AF9106 AF9106.The Laplace correction was computed from DEFLEC99 derived deflections. AF9106 AF9106.The geoid height was determined by GEOID03. AF9106 AF9106; North East Units Scale Factor Converg. AF9106;SPC NC - 202,574.435 824,843.608 MT 0.99988636 +1 22 13.6 AF9106;SPC NC - 664,612.96 2,706,174.40 sFT 0.99988636 +1 22 13.6 AF9106;UTM 18 - 3,935,579.138 352,660.542 MT 0.99986752 -0 56 43.4 AF9106 AF9106! - Elev Factor x Scale Factor = Combined Factor AF9106!SPC NC - 1.00000551 x 0.99988636 = 0.99989187 AF9106!UTM 18 - 1.00000551 x 0.99986752 = 0.99987303 AF9106 AF9106 SUPERSEDED SURVEY CONTROL AF9106 AF9106.No superseded survey control is available for this station. AF9106 AF9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5266135579(NAD 83) AF9106_MARKER: DE = TRAVERSE STATION DISK AF9106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9106_STAMPING: SELBY 1982 AF9106_MARK LOGO: NCGS AF9106_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9106+STABILITY: SURFACE MOTION AF9106 AF9106 HISTORY - Date Condition Report By AF9106 HISTORY - 1982 MONUMENTED NCGS AF9106 AF9106 STATION DESCRIPTION AF9106 AF9106'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9106'STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTH OF BELHAVEN. ALONG US AF9106'264 FOR 0.8 KM (0.50 MI) EAST FROM NC 92, IN THE NORTHWEST SHOULDER, AF9106'NEAR A 1-STORY BRICK HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND. AF9106'LOCATED 6.0 M (19.7 FT) NORTHWEST OF THE CENTERLINE OF US 264, 19.0 M AF9106'(62.3 FT) SOUTHWEST OF A TELEPHONE PEDESTAL (1936)--AND 8.8 M (28.9 AF9106'FT) SOUTH OF A POWER POLE, 36.8 M (120.7 FT) WEST OF A 15-INCH GUM, AF9106'AND 27.1 M (88.9 FT) NORTHEAST OF A 15-INCH GUM--ALL THREE WITH AF9106'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4089 *********************************************************************** EY4089 DESIGNATION - SHACK EY4089 PID - EY4089 EY4089 STATE/COUNTY- NC/BEAUFORT EY4089 USGS QUAD - PANTEGO (1974) EY4089 EY4089 *CURRENT SURVEY CONTROL EY4089 ___________________________________________________________________ EY4089* NAD 83(1986)- 35 33 37.29491(N) 076 41 57.92610(W) ADJUSTED EY4089* NAVD 88 - 2.564 (meters) 8.41 (feet) ADJUSTED EY4089 ___________________________________________________________________ EY4089 LAPLACE CORR- -2.20 (seconds) DEFLEC99 EY4089 GEOID HEIGHT- -37.04 (meters) GEOID03 EY4089 DYNAMIC HT - 2.562 (meters) 8.41 (feet) COMP EY4089 MODELED GRAV- 979,772.2 (mgal) NAVD 88 EY4089 EY4089 HORZ ORDER - SECOND EY4089 VERT ORDER - SECOND CLASS II EY4089 EY4089.The North Carolina HARNS have been completed but, EY4089.due to contractual restrictions, coordinates for these stations EY4089.will NOT be published in the near future. In the interim, the EY4089.published coordinates in North Carolina will not be EY4089.consistent with the Continuously Operating Reference Stations EY4089.(CORS). The HARN coordinates for these stations are available EY4089.upon request. Contact Gary Thompson(919-733-3836). EY4089. EY4089.In addition, the published North Carolina positions EY4089.(NAD 83 (1986)) are NOT consistent with those determined in EY4089.adjacent state readjustments. The discontinuity between stations EY4089.located in North Carolina and those in adjacent states EY4089.which have been adjusted to the HARN may be as much as 5 EY4089.decimeters. This will result in a significant loss of accuracy EY4089.over lines crossing such state borders. EY4089 EY4089 EY4089.The horizontal coordinates were established by classical geodetic methods EY4089.and adjusted by the National Geodetic Survey in July 1998. EY4089 EY4089.The orthometric height was determined by differential leveling EY4089.and adjusted by the National Geodetic Survey in June 1991. EY4089 EY4089.The Laplace correction was computed from DEFLEC99 derived deflections. EY4089 EY4089.The geoid height was determined by GEOID03. EY4089 EY4089.The dynamic height is computed by dividing the NAVD 88 EY4089.geopotential number by the normal gravity value computed on the EY4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4089.degrees latitude (g = 980.6199 gals.). EY4089 EY4089.The modeled gravity was interpolated from observed gravity values. EY4089 EY4089; North East Units Scale Factor Converg. EY4089;SPC NC - 203,240.934 818,132.596 MT 0.99988705 +1 19 40.2 EY4089;SPC NC - 666,799.63 2,684,156.69 sFT 0.99988705 +1 19 40.2 EY4089;UTM 18 - 3,936,516.292 345,981.992 MT 0.99989233 -0 59 18.6 EY4089 EY4089! - Elev Factor x Scale Factor = Combined Factor EY4089!SPC NC - 1.00000541 x 0.99988705 = 0.99989246 EY4089!UTM 18 - 1.00000541 x 0.99989233 = 0.99989774 EY4089 EY4089 SUPERSEDED SURVEY CONTROL EY4089 EY4089 NAVD 88 (07/14/98) 2.56 (m) 8.4 (f) LEVELING 3 EY4089 EY4089.Superseded values are not recommended for survey control. EY4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4089.See file dsdata.txt to determine how the superseded data were derived. EY4089 EY4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4598236516(NAD 83) EY4089_MARKER: DE = TRAVERSE STATION DISK EY4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4089_SP_SET: CONCRETE POST EY4089_STAMPING: SHACK 1982 EY4089_MARK LOGO: NCGS EY4089_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4089+STABILITY: SURFACE MOTION EY4089 EY4089 HISTORY - Date Condition Report By EY4089 HISTORY - 1982 MONUMENTED NCGS EY4089 HISTORY - 19840601 GOOD NCGS EY4089 EY4089 STATION DESCRIPTION EY4089 EY4089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4089'4.8 KM (3.0 MI) SW FROM PANTEGO. EY4089'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF PANTEGO AND EY4089'32.4 KM (20.1 MI) EAST OF WASHINGTON. ALONG US 264 FOR 5.2 KM (3.2 EY4089'MI) WEST FROM THE INTERSECTION WITH NC 99, OR 2.4 KM (1.5 MI) EAST EY4089'FROM SR 1714, SOUTHEAST OF A SMALL HOUSE. THE STATION IS A STANDARD EY4089'NCGS DISK STAMPED---SHACK 1982---, SET INTO THE TOP OF A ROUND EY4089'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. EY4089'LOCATED 5.6 METERS (18.4 FT) WEST OF THE CENTERLINE OF US 264, 64.0 EY4089'METERS (210.1 FT) NORTH-NORTHEAST OF THE EAST END OF A CONCRETE EY4089'DRIVEWAY CULVERT--AND 20.2 METERS (66.4 FT) SOUTHEAST OF A POWER EY4089'POLE, 19.7 METERS (64.5 FT) EAST OF A 4-INCH PINE, AND 28.5 METERS EY4089'(93.6 FT) NORTHEAST OF A 8-INCH GUM--ALL THREE WITH REFERENCE TAGS. EY4089 EY4089 STATION RECOVERY (1984) EY4089 EY4089'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4089'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF PANTEGO AND EY4089'32.4 KM (20.15 MI) EAST OF WASHINGTON. ALONG US 264 FOR 5.2 KM (3.25 EY4089'MI) WEST FROM NC 99, OR 2.4 KM (1.50 MI) EAST FROM SR 1714, SOUTHEAST EY4089'OF A SMALL HOUSE. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 5.6 EY4089'M (18.4 FT) WEST OF THE CENTERLINE OF US 264, 64.0 M (210.0 FT) EY4089'NORTH-NORTHEAST OF THE EAST END OF A CONCRETE DRIVEWAY CULVERT--AND EY4089'20.2 M (66.3 FT) SOUTHEAST OF A POWER POLE, 19.7 M (64.6 FT) EAST OF A EY4089'4-INCH PINE, AND 28.5 M (93.5 FT) NORTHEAST OF A 8-INCH GUM--ALL THREE EY4089'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4322 *********************************************************************** EY4322 DESIGNATION - SHAD BEND EY4322 PID - EY4322 EY4322 STATE/COUNTY- NC/BEAUFORT EY4322 USGS QUAD - WASHINGTON (1983) EY4322 EY4322 *CURRENT SURVEY CONTROL EY4322 ___________________________________________________________________ EY4322* NAD 83(1986)- 35 35 41.72367(N) 077 06 12.12923(W) ADJUSTED EY4322* NAVD 88 - 4.23 (+/-2cm) 13.9 (feet) VERTCON EY4322 ___________________________________________________________________ EY4322 LAPLACE CORR- -2.96 (seconds) DEFLEC99 EY4322 GEOID HEIGHT- -36.45 (meters) GEOID03 EY4322 EY4322 HORZ ORDER - SECOND EY4322 VERT ORDER - THIRD ? (See Below) EY4322 EY4322.The North Carolina HARNS have been completed but, EY4322.due to contractual restrictions, coordinates for these stations EY4322.will NOT be published in the near future. In the interim, the EY4322.published coordinates in North Carolina will not be EY4322.consistent with the Continuously Operating Reference Stations EY4322.(CORS). The HARN coordinates for these stations are available EY4322.upon request. Contact Gary Thompson(919-733-3836). EY4322. EY4322.In addition, the published North Carolina positions EY4322.(NAD 83 (1986)) are NOT consistent with those determined in EY4322.adjacent state readjustments. The discontinuity between stations EY4322.located in North Carolina and those in adjacent states EY4322.which have been adjusted to the HARN may be as much as 5 EY4322.decimeters. This will result in a significant loss of accuracy EY4322.over lines crossing such state borders. EY4322 EY4322 EY4322.The horizontal coordinates were established by classical geodetic methods EY4322.and adjusted by the National Geodetic Survey in October 1990. EY4322 EY4322.The NAVD 88 height was computed by applying the VERTCON shift value to EY4322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4322.The vertical order pertains to the NGVD 29 superseded value. EY4322 EY4322.The Laplace correction was computed from DEFLEC99 derived deflections. EY4322 EY4322.The geoid height was determined by GEOID03. EY4322 EY4322; North East Units Scale Factor Converg. EY4322;SPC NC - 206,300.613 781,449.410 MT 0.99989047 +1 05 40.8 EY4322;SPC NC - 676,837.93 2,563,805.27 sFT 0.99989047 +1 05 40.8 EY4322;UTM 18 - 3,941,057.366 309,449.692 MT 1.00004746 -1 13 28.7 EY4322 EY4322! - Elev Factor x Scale Factor = Combined Factor EY4322!SPC NC - 1.00000506 x 0.99989047 = 0.99989553 EY4322!UTM 18 - 1.00000506 x 1.00004746 = 1.00005252 EY4322 EY4322 SUPERSEDED SURVEY CONTROL EY4322 EY4322 NGVD 29 (10/26/90) 4.57 (m) 15.0 (f) LEVELING 3 EY4322 EY4322.Superseded values are not recommended for survey control. EY4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4322.See file dsdata.txt to determine how the superseded data were derived. EY4322 EY4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0945041057(NAD 83) EY4322_MARKER: DE = TRAVERSE STATION DISK EY4322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4322_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4322_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4322+STABILITY: SURFACE MOTION EY4322 EY4322 HISTORY - Date Condition Report By EY4322 HISTORY - 1979 MONUMENTED NCGS EY4322 EY4322 STATION DESCRIPTION EY4322 EY4322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4322'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF LATHAM EY4322'AND 4.1 MILES NORTHWEST OF WASHINGTON. EY4322' EY4322'TO REACH STATION FROM US 264 CROSSING OF THE PITT-BEAUFORT COUNTY LINE EY4322'AT TRANTERS CREEK, PROCEED EASTERLY ALONG US 264 FOR 2.25 MILES TO EY4322'STATION IN THE LEFT SHOULDER AND 0.05 MILE SOUTHEAST OF SR 1427. EY4322' EY4322'STATION MARK IS A STANDARD DISK STAMPED---SHAD BEND 1979---SET IN TOP EY4322'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND EY4322'SURFACE. THE MARK IS 24.5 FEET NORTHEAST OF CENTERLINE OF US 264, 51.7 EY4322'FEET SOUTH OF POWER POLE WITH REFERENCE TAG, 70.5 FEET SOUTH-SOUTHEAST EY4322'OF FENCE POST WITH REFERENCE TAG, 160.7 FEET SOUTHEAST OF SOUTHEAST EY4322'END OF DRIVEWAY CULVERT AND 13.6 FEET WEST OF 4 INCH HARDWOOD TREE EY4322'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4114 *********************************************************************** EY4114 DESIGNATION - SHARP EY4114 PID - EY4114 EY4114 STATE/COUNTY- NC/BEAUFORT EY4114 USGS QUAD - BUNYAN (1974) EY4114 EY4114 *CURRENT SURVEY CONTROL EY4114 ___________________________________________________________________ EY4114* NAD 83(1986)- 35 30 50.50024(N) 076 53 52.20587(W) ADJUSTED EY4114* NAVD 88 - 9.552 (meters) 31.34 (feet) ADJUSTED EY4114 ___________________________________________________________________ EY4114 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EY4114 GEOID HEIGHT- -36.86 (meters) GEOID03 EY4114 DYNAMIC HT - 9.544 (meters) 31.31 (feet) COMP EY4114 MODELED GRAV- 979,761.5 (mgal) NAVD 88 EY4114 EY4114 HORZ ORDER - SECOND EY4114 VERT ORDER - SECOND CLASS II EY4114 EY4114.The North Carolina HARNS have been completed but, EY4114.due to contractual restrictions, coordinates for these stations EY4114.will NOT be published in the near future. In the interim, the EY4114.published coordinates in North Carolina will not be EY4114.consistent with the Continuously Operating Reference Stations EY4114.(CORS). The HARN coordinates for these stations are available EY4114.upon request. Contact Gary Thompson(919-733-3836). EY4114. EY4114.In addition, the published North Carolina positions EY4114.(NAD 83 (1986)) are NOT consistent with those determined in EY4114.adjacent state readjustments. The discontinuity between stations EY4114.located in North Carolina and those in adjacent states EY4114.which have been adjusted to the HARN may be as much as 5 EY4114.decimeters. This will result in a significant loss of accuracy EY4114.over lines crossing such state borders. EY4114 EY4114 EY4114.The horizontal coordinates were established by classical geodetic methods EY4114.and adjusted by the National Geodetic Survey in July 1998. EY4114 EY4114.The orthometric height was determined by differential leveling EY4114.and adjusted by the National Geodetic Survey in June 1991. EY4114 EY4114.The Laplace correction was computed from DEFLEC99 derived deflections. EY4114 EY4114.The geoid height was determined by GEOID03. EY4114 EY4114.The dynamic height is computed by dividing the NAVD 88 EY4114.geopotential number by the normal gravity value computed on the EY4114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4114.degrees latitude (g = 980.6199 gals.). EY4114 EY4114.The modeled gravity was interpolated from observed gravity values. EY4114 EY4114; North East Units Scale Factor Converg. EY4114;SPC NC - 197,703.317 800,259.653 MT 0.99988303 +1 12 47.9 EY4114;SPC NC - 648,631.63 2,625,518.54 sFT 0.99988303 +1 12 47.9 EY4114;UTM 18 - 3,931,705.317 327,899.074 MT 0.99996501 -1 06 09.8 EY4114 EY4114! - Elev Factor x Scale Factor = Combined Factor EY4114!SPC NC - 1.00000429 x 0.99988303 = 0.99988732 EY4114!UTM 18 - 1.00000429 x 0.99996501 = 0.99996930 EY4114 EY4114 SUPERSEDED SURVEY CONTROL EY4114 EY4114 NAVD 88 (07/14/98) 9.55 (m) 31.3 (f) LEVELING 3 EY4114 EY4114.Superseded values are not recommended for survey control. EY4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4114.See file dsdata.txt to determine how the superseded data were derived. EY4114 EY4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2789931705(NAD 83) EY4114_MARKER: DE = TRAVERSE STATION DISK EY4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4114_SP_SET: CONCRETE POST EY4114_STAMPING: SHARP 1982 EY4114_MARK LOGO: NCGS EY4114_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4114+STABILITY: SURFACE MOTION EY4114 EY4114 HISTORY - Date Condition Report By EY4114 HISTORY - 1982 MONUMENTED NCGS EY4114 HISTORY - 19840601 GOOD NCGS EY4114 EY4114 STATION DESCRIPTION EY4114 EY4114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4114'14.8 KM (9.2 MI) ESE FROM WASHINGTON. EY4114'THE STATION IS LOCATED ABOUT 14.8 KM (9.2 MI) EAST-SOUTHEAST OF EY4114'WASHINGTON AND 23.2 KM (14.4 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4114'264 FOR 5.2 KM (3.25 MI) EAST FROM THE INTERSECTION WITH NC 32, OR EY4114'0.5 KM (0.3 MI) EAST FROM THE INTERSECTION WITH NC 92, ON THE SOUTH EY4114'SIDE OF THE HIGHWAY, IN A SHARP CURVE AT THE EDGE OF THE WOODS. THE EY4114'STATION IS A STANDARD NCGS DISK STAMPED---SHARP 1982---, SET INTO THE EY4114'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. EY4114'LOCATED 18.1 METERS (59.4 FT) SOUTHEAST OF THE CENTERLINE OF US 264, EY4114'28.0 METERS (92.0 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 0.4 METERS EY4114'(1.2 FT) NORTHWEST OF A WITNESS POST--AND 7.4 METERS (24.4 FT) EY4114'NORTHWEST OF AN 8-INCH PINE, 7.8 METERS (25.5 FT) NORTH OF AN 8-INCH EY4114'PINE, AND 11.8 METERS (38.6 FT) NORTHEAST OF A 6-INCH PINE. EY4114 EY4114 STATION RECOVERY (1984) EY4114 EY4114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4114'STATION IS LOCATED ABOUT 14.8 KM (9.20 MI) EAST-SOUTHEAST OF EY4114'WASHINGTON AND 23.2 KM (14.40 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4114'264 FOR 5.2 KM (3.25 MI) EAST FROM NC 32, OR 0.5 KM (0.30 MI) EAST EY4114'FROM NC 92, ON THE SOUTH SIDE OF THE HIGHWAY, IN A SHARP CURVE AT THE EY4114'EDGE OF THE WOODS. MARK IS FLUSH WITH GROUND. LOCATED 18.1 M (59.4 FT) EY4114'SOUTHEAST OF THE CENTERLINE OF US 264, 28.0 M (91.9 FT) SOUTHWEST OF A EY4114'RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST--AND EY4114'7.4 M (24.3 FT) NORTHWEST OF AN 8-INCH PINE, 7.8 M (25.6 FT) NORTH OF EY4114'AN 8-INCH PINE, AND 11.8 M (38.7 FT) NORTHEAST OF A 6-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2157 *********************************************************************** EY2157 DESIGNATION - SHAW 2 EY2157 PID - EY2157 EY2157 STATE/COUNTY- NC/BEAUFORT EY2157 USGS QUAD - WASHINGTON (1983) EY2157 EY2157 *CURRENT SURVEY CONTROL EY2157 ___________________________________________________________________ EY2157* NAD 83(1986)- 35 36 41.63713(N) 077 04 16.24970(W) ADJUSTED EY2157* NAVD 88 - 13.4 (meters) 44. (feet) VERTCON EY2157 ___________________________________________________________________ EY2157 LAPLACE CORR- -2.87 (seconds) DEFLEC99 EY2157 GEOID HEIGHT- -36.47 (meters) GEOID03 EY2157 EY2157 HORZ ORDER - FIRST EY2157 EY2157.The North Carolina HARNS have been completed but, EY2157.due to contractual restrictions, coordinates for these stations EY2157.will NOT be published in the near future. In the interim, the EY2157.published coordinates in North Carolina will not be EY2157.consistent with the Continuously Operating Reference Stations EY2157.(CORS). The HARN coordinates for these stations are available EY2157.upon request. Contact Gary Thompson(919-733-3836). EY2157. EY2157.In addition, the published North Carolina positions EY2157.(NAD 83 (1986)) are NOT consistent with those determined in EY2157.adjacent state readjustments. The discontinuity between stations EY2157.located in North Carolina and those in adjacent states EY2157.which have been adjusted to the HARN may be as much as 5 EY2157.decimeters. This will result in a significant loss of accuracy EY2157.over lines crossing such state borders. EY2157 EY2157 EY2157.The horizontal coordinates were established by classical geodetic methods EY2157.and adjusted by the National Geodetic Survey in July 1986. EY2157 EY2157.The NAVD 88 height was computed by applying the VERTCON shift value to EY2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2157 EY2157.The Laplace correction was computed from DEFLEC99 derived deflections. EY2157 EY2157.The geoid height was determined by GEOID03. EY2157 EY2157; North East Units Scale Factor Converg. EY2157;SPC NC - 208,202.786 784,329.704 MT 0.99989225 +1 06 47.7 EY2157;SPC NC - 683,078.64 2,573,255.04 sFT 0.99989225 +1 06 47.7 EY2157;UTM 18 - 3,942,841.678 312,405.051 MT 1.00003368 -1 12 22.9 EY2157 EY2157! - Elev Factor x Scale Factor = Combined Factor EY2157!SPC NC - 1.00000363 x 0.99989225 = 0.99989588 EY2157!UTM 18 - 1.00000363 x 1.00003368 = 1.00003731 EY2157 EY2157: Primary Azimuth Mark Grid Az EY2157:SPC NC - DILLARD 124 06 28.0 EY2157:UTM 18 - DILLARD 126 25 38.6 EY2157 EY2157|---------------------------------------------------------------------| EY2157| PID Reference Object Distance Geod. Az | EY2157| dddmmss.s | EY2157| EY2156 SHAW RM 4 26.199 METERS 07211 | EY2157| EY2109 DILLARD APPROX. 0.8 KM 1251315.7 | EY2157| EY2155 SHAW 39.612 METERS 12821 | EY2157| EY2176 WASHINGTON RAD WRRF CEN MAST APPROX. 9.4 KM 1820144.3 | EY2157| EY4646 SHAW RM 5 29.578 METERS 28055 | EY2157|---------------------------------------------------------------------| EY2157 EY2157 SUPERSEDED SURVEY CONTROL EY2157 EY2157 NAD 27 - 35 36 41.05144(N) 077 04 17.41265(W) AD( ) 1 EY2157 NGVD 29 (07/19/86) 13.7 (m) 45. (f) VERT ANG EY2157 EY2157.Superseded values are not recommended for survey control. EY2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2157.See file dsdata.txt to determine how the superseded data were derived. EY2157 EY2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1240542842(NAD 83) EY2157_MARKER: DS = TRIANGULATION STATION DISK EY2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2157 EY2157 HISTORY - Date Condition Report By EY2157 HISTORY - 1965 MONUMENTED CGS EY2157 EY2157 STATION DESCRIPTION EY2157 EY2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY2157'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF WASHINGTON AND EY2157'1-3/4 MILES SOUTH-SOUTHWEST OF MINEOLA, ON PROPERTY OWNED BY EY2157'MR. VALDESE WEBB. EY2157' EY2157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND EY2157'STATE HIGHWAY 33 IN WASHINGTON, GO NORTH ON HIGHWAY 17 FOR 4.25 EY2157'MILES TO A SURFACED ROAD ON THE LEFT. TURN LEFT AND GO EY2157'WESTERLY FOR 0.4 MILE TO THE STATION ON THE RIGHT. EY2157' EY2157'THE STATION MARK IS A STANDARD DISK STAMPED SHAW 2 1965, SET EY2157'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND EY2157'FLUSH WITH THE GROUND. IT IS 64.8 FEET NORTHWEST OF THE WEST EY2157'CORNER OF A SMALL BUILDING, 55.4 FEET NORTH-NORTHEAST OF EY2157'THE CENTER OF THE SURFACED ROAD AND 52 FEET NORTHWEST OF A EY2157'POWER POLE. EY2157' EY2157'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SHAW NO 4 1931, EY2157'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS EY2157'5 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 114 FEET EY2157'NORTHEAST OF THE CENTER OF THE SURFACED ROAD, 33 FEET EY2157'NORTHEAST OF THE NORTHWEST CORNER OF THE SMALL BUILDING AND 17 EY2157'FEET WEST OF THE WEST EDGE OF A DITCH. EY2157' EY2157'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED SHAW 2 NO 5 EY2157'1965, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN EY2157'DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS 125 FEET EY2157'EAST-SOUTHEAST OF A POWER POLE AND 28 FEET NORTH-NORTHEAST OF EY2157'THE CENTER OF THE SURFACED ROAD. EY2157' EY2157'STATION MARK SHAW 1931 IS A STANDARD STATION DISK SET IN A EY2157'12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE EY2157'GROUND. IT IS 52 FEET SOUTHEAST OF THE SOUTH CORNER OF THE EY2157'SMALL BUILDING, 41 FEET SOUTH-SOUTHEAST OF A 24-INCH OAK TREE EY2157'AND 28.6 FEET NORTH-NORTHEAST OF THE CENTER OF THE SURFACED ROAD. EY2157' EY2157'DILLARD (N.C. GEOD. S.) IS A NORTH CAROLINA STATE GEODETIC EY2157'SURVEY DISK STAMPED DILLARD 1965, SET IN THE TOP OF AN 8 INCH EY2157'SQUARE CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE EY2157'GROUND. IT IS 43 FEET NORTH OF A DRAINAGE DITCH AND 38.5 FEET EY2157'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 17. EY2157' EY2157'TO REACH THE STATE MARK MENTIONED ABOVE FROM THE STATION, GO EY2157'EASTERLY ON A SURFACED ROAD FOR 0.4 MILE TO THE JUNCTION OF EY2157'U.S. HIGHWAY 17. TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 17 EY2157'FOR 0.05 MILE TO THE MARK ON THE LEFT. EY2157' EY2157'NOTE--REFERENCE MARK NO. 4 WAS USED AS THE TRAVERSE AUXILIARY EY2157'STATION. EY2157' EY2157'DILLARD (N.C. GEOD. S.) IS USED AS THE AZIMUTH MARK. EY2157' EY2157'A TRAVERSE CONNECTION WAS MADE FROM SHAW 2 TO SHAW 1931 AND EY2157'FROM SHAW 2 TO SHAW RM4. EY2157' EY2157'HEIGHT OF LIGHT ABOVE STATION MARK 34.38 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2156 *********************************************************************** EY2156 DESIGNATION - SHAW RM 4 EY2156 PID - EY2156 EY2156 STATE/COUNTY- NC/BEAUFORT EY2156 USGS QUAD - WASHINGTON (1983) EY2156 EY2156 *CURRENT SURVEY CONTROL EY2156 ___________________________________________________________________ EY2156* NAD 83(1986)- 35 36 41.89721(N) 077 04 15.25864(W) ADJUSTED EY2156* NAVD 88 - 13.9 (meters) 46. (feet) VERTCON EY2156 ___________________________________________________________________ EY2156 LAPLACE CORR- -2.87 (seconds) DEFLEC99 EY2156 GEOID HEIGHT- -36.47 (meters) GEOID03 EY2156 EY2156 HORZ ORDER - FIRST EY2156 EY2156.The North Carolina HARNS have been completed but, EY2156.due to contractual restrictions, coordinates for these stations EY2156.will NOT be published in the near future. In the interim, the EY2156.published coordinates in North Carolina will not be EY2156.consistent with the Continuously Operating Reference Stations EY2156.(CORS). The HARN coordinates for these stations are available EY2156.upon request. Contact Gary Thompson(919-733-3836). EY2156. EY2156.In addition, the published North Carolina positions EY2156.(NAD 83 (1986)) are NOT consistent with those determined in EY2156.adjacent state readjustments. The discontinuity between stations EY2156.located in North Carolina and those in adjacent states EY2156.which have been adjusted to the HARN may be as much as 5 EY2156.decimeters. This will result in a significant loss of accuracy EY2156.over lines crossing such state borders. EY2156 EY2156 EY2156.The horizontal coordinates were established by classical geodetic methods EY2156.and adjusted by the National Geodetic Survey in July 1986. EY2156 EY2156.The NAVD 88 height was computed by applying the VERTCON shift value to EY2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2156 EY2156.The Laplace correction was computed from DEFLEC99 derived deflections. EY2156 EY2156.The geoid height was determined by GEOID03. EY2156 EY2156; North East Units Scale Factor Converg. EY2156;SPC NC - 208,211.284 784,354.484 MT 0.99989226 +1 06 48.3 EY2156;SPC NC - 683,106.52 2,573,336.34 sFT 0.99989226 +1 06 48.3 EY2156;UTM 18 - 3,942,849.167 312,430.158 MT 1.00003357 -1 12 22.4 EY2156 EY2156! - Elev Factor x Scale Factor = Combined Factor EY2156!SPC NC - 1.00000355 x 0.99989226 = 0.99989581 EY2156!UTM 18 - 1.00000355 x 1.00003357 = 1.00003712 EY2156 EY2156: Primary Azimuth Mark Grid Az EY2156:SPC NC - WOOLARD 2 RESET 001 34 31.8 EY2156:UTM 18 - WOOLARD 2 RESET 003 53 42.5 EY2156 EY2156|---------------------------------------------------------------------| EY2156| PID Reference Object Distance Geod. Az | EY2156| dddmmss.s | EY2156| EY2091 WOOLARD 2 RESET APPROX. 9.1 KM 0024120.1 | EY2156| EY2155 SHAW 33.161 METERS 16921 | EY2156| EY2176 WASHINGTON RAD WRRF CEN MAST APPROX. 9.4 KM 1821043.9 | EY2156| EY4646 SHAW RM 5 26.230 METERS 21509 | EY2156| EY2157 SHAW 2 26.199 METERS 25211 | EY2156| EY4644 SHAW RM 2 54.675 METERS 26526 | EY2156| EY4642 SHAW AZ MK RESET 2890518.2 | EY2156| EY4641 SHAW AZ MK 2892746.8 | EY2156|---------------------------------------------------------------------| EY2156 EY2156 SUPERSEDED SURVEY CONTROL EY2156 EY2156 NAD 27 - 35 36 41.31141(N) 077 04 16.42210(W) AD( ) 1 EY2156 NGVD 29 (07/19/86) 14.2 (m) 47. (f) VERT ANG EY2156 EY2156.Superseded values are not recommended for survey control. EY2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2156.See file dsdata.txt to determine how the superseded data were derived. EY2156 EY2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1243042849(NAD 83) EY2156_MARKER: DR = REFERENCE MARK DISK EY2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2156 EY2156 HISTORY - Date Condition Report By EY2156 HISTORY - 1954 MONUMENTED CGS EY2156 HISTORY - 1964 GOOD CGS EY2156 HISTORY - 1965 GOOD CGS EY2156 HISTORY - 1966 GOOD CGS EY2156 HISTORY - 1967 GOOD USE EY2156 HISTORY - 19980207 MARK NOT FOUND USPSQD EY2156 HISTORY - 20040625 MARK NOT FOUND USPSQD EY2156 EY2156 STATION DESCRIPTION EY2156 EY2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY2156'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF WASHINGTON AND 2 EY2156'MILES SOUTH OF MINEOLA. IT IS 45 FEET NORTHWEST OF A WELL, 33 EY2156'FEET NORTHEAST OF THE NORTHWEST CORNER OF A SMALL WHITE TENANT EY2156'HOUSE AND 20 FEET SOUTHWEST OF A DRAINAGE DITCH. THE MARK EY2156'PROJECTS 6 INCHES AND THE DISK IS STAMPED SHAW NO 4 1931. EY2156' EY2156'SHAW 1931 IS 35 FEET NORTH-NORTHEAST OF THE CENTERLINE OF A EY2156'GRAVEL ROAD AND 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF EY2156'THE WHITE HOUSE. THE MARK PROJECTS 10 INCHES AND THE DISK IS EY2156'STAMPED SHAW 1931. A TRAVERSE CONNECTION WAS MADE FROM SHAW RM EY2156'4 TO THIS MARK AND THE DISTANCE AND THE DIRECTION ARE SHOWN EY2156'ABOVE. EY2156' EY2156'REFERENCE MARK NO. 2 IS 25 FEET NORTHEAST OF THE CENTER OF THE EY2156'GRAVEL ROAD AND IS SET IN A T FENCE CORNER OF TWO WOVEN WIRE EY2156'FENCES. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EY2156'SHAW NO 2 1931. EY2156' EY2156'THE AZIMUTH MARK IS 21 FEET SOUTH-SOUTHWEST OF THE CENTER OF A EY2156'GRAVEL ROAD AND 1-1/2 FEET EAST-SOUTHEAST OF A WHITE WITNESS EY2156'POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SHAW EY2156'1954. EY2156' EY2156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND EY2156'STATE HIGHWAY 33 IN WASHINGTON, GO NORTH ON U.S. HIGHWAY 17 FOR EY2156'4.1 MILES TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR EY2156'0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED. CONTINUE EY2156'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT. EY2156' EY2156'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY2156 EY2156 STATION RECOVERY (1964) EY2156 EY2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY2156'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO EY2156'BE IN GOOD CONDITION. THE AZIMUTH MARK AND REFERENCE MARK EY2156'NUMBER 2 WERE IN THE WAY OF HIGHWAY CONSTRUCTION SO WERE EY2156'DESTROYED AND A NEW AZIMUTH MARK AND A REFERENCE MARK NUMBER 5 EY2156'WERE ESTABLISHED. A DIFFERENCE OF TWO MINUTES WAS FOUND IN THE EY2156'DIRECTION TO SHAW 1931, BUT IT APPEARS THAT THE MARK HAS BEEN EY2156'STRUCK BY HEAVY EQUIPMENT AND IS LEANING SLIGHTLY. EY2156' EY2156'REFERENCE MARK NO. 5 IS 29 FEET NORTHEAST OF THE APPROXIMATE EY2156'CENTERLINE OF STATE ROAD NO. 1413, 26 FEET SOUTHWEST OF THE EY2156'SOUTHWEST CORNER OF A SMALL VACANT HOUSE, 4 FEET NORTHEAST OF THE EY2156'EDGE OF GRADED BANK, 2 FEET SOUTHEAST OF UTILITY POLE NUMBER 9 AND EY2156'1.5 FEET SOUTHWEST OF A WIRE FENCE. THE MARK IS A STANDARD DISK EY2156'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES SQUARE, EY2156'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SHAW NO 5 EY2156'1931. EY2156' EY2156'AZIMUTH MARK IS 31 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF EY2156'STATE ROAD NO. 1413 AND 1.0 FOOT SOUTHEAST OF STEEL WITNESS EY2156'POST. THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE EY2156'MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES EY2156'AND THE DISK IS STAMPED SHAW RESET 1963. TO REACH EY2156'FROM STATION GO WEST ON STATE ROAD NO. 1413 FOR 0.2 MILE TO EY2156'MARK ON THE LEFT AS DESCRIBED. EY2156' EY2156'THE DISTANCE FROM SHAW 1931 TO REFERENCE MARK NO. 5 IS 78.62 EY2156'FEET OR 23.962 METERS. EY2156 EY2156 STATION RECOVERY (1965) EY2156 EY2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EY2156'THE STATION IS LOCATED 5 MILES NORTH OF WASHINGTON, 2 MILES EY2156'SOUTH OF MINEOLA, AND ON PROPERTY OWNED BY MR. VALDESE WEBB. EY2156' EY2156'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED EY2156'SHAW NO 4 1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE EY2156'MONUMENT THAT PROJECTS 5-INCHES. IT IS 114 FEET NORTHEAST OF EY2156'THE CENTER OF A PAVED ROAD, 33 FEET NORTHEAST OF THE NORTHWEST EY2156'CORNER OF A TENANT HOUSE AND 17 FEET WEST OF THE WEST EDGE OF A EY2156'DITCH. EY2156' EY2156'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHAW 2 EY2156'1965, NOTE DISTANCE AND DIRECTION BELOW. EY2156' EY2156'TO REACH THE STATION SEE DESCRIPTION TO STATION SHAW 2 THEREOF. EY2156 EY2156 STATION RECOVERY (1966) EY2156 EY2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY2156'STATION MARK RECOVERED IN GOOD CONDITION, PROJECTING 3 EY2156'INCHES. IT IS 108.85 FEET NORTHWEST OF STATION MARK AND EY2156'WITNESS POST AT SHAW 1931, 33 FEET NORTH OF THE NORTHWEST EY2156'CORNER OF A SMALL WHITE HOUSE AND 16 FEET NORTHEAST OF A DRIVEN EY2156'WELL (PUMP). EY2156' EY2156'TO REACH FROM THE INTERSECTON OF HIGHWAYS 17, 33, AND 264 IN EY2156'WASHINGTON, GO NORTH ON 17 FOR 4.3 MILES TO A PAVED ROAD ON THE EY2156'LEFT, TURN LEFT AND GO WEST FOR 0.4 MILE TO SMALL WHITE HOUSE EY2156'AND THE STATION ON THE RIGHT. EY2156 EY2156 STATION RECOVERY (1967) EY2156 EY2156'RECOVERY NOTE BY US ENGINEERS 1967 EY2156'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY2156'SHAW R.M. 4 1954 SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. EY2156' EY2156'IT IS 33 FT N-NE FROM THE NW CORNER OF THE HOUSE AND 20 FT S-SW EY2156'OF A DRAINAGE DITCH. EY2156' EY2156'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE EY2156'HIGHWAY 33 IN WASHINGTON, N.C. PROCEED N ON U.S. HIGHWAY 17 FOR EY2156'4.1 MILES TO A GRAVEL SIDE ROAD TO THE LEFT, TURN LEFT AND EY2156'PROCEED W FOR 0.4 MILE TO THE STATION SITE ON THE RIGHT. EY2156 EY2156 STATION RECOVERY (1998) EY2156 EY2156'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2156'MARK NOT FOUND. EY2156 EY2156 STATION RECOVERY (2004) EY2156 EY2156'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2156'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4036 *********************************************************************** EY4036 DESIGNATION - SHERWOOD EY4036 PID - EY4036 EY4036 STATE/COUNTY- NC/BEAUFORT EY4036 USGS QUAD - BUNYAN (1974) EY4036 EY4036 *CURRENT SURVEY CONTROL EY4036 ___________________________________________________________________ EY4036* NAD 83(1986)- 35 32 27.04822(N) 076 59 58.51012(W) ADJUSTED EY4036* NAVD 88 - 10.0 (meters) 33. (feet) VERT ANG EY4036 ___________________________________________________________________ EY4036 LAPLACE CORR- -2.03 (seconds) DEFLEC99 EY4036 GEOID HEIGHT- -36.70 (meters) GEOID03 EY4036 EY4036 HORZ ORDER - SECOND EY4036 EY4036.The North Carolina HARNS have been completed but, EY4036.due to contractual restrictions, coordinates for these stations EY4036.will NOT be published in the near future. In the interim, the EY4036.published coordinates in North Carolina will not be EY4036.consistent with the Continuously Operating Reference Stations EY4036.(CORS). The HARN coordinates for these stations are available EY4036.upon request. Contact Gary Thompson(919-733-3836). EY4036. EY4036.In addition, the published North Carolina positions EY4036.(NAD 83 (1986)) are NOT consistent with those determined in EY4036.adjacent state readjustments. The discontinuity between stations EY4036.located in North Carolina and those in adjacent states EY4036.which have been adjusted to the HARN may be as much as 5 EY4036.decimeters. This will result in a significant loss of accuracy EY4036.over lines crossing such state borders. EY4036 EY4036 EY4036.The horizontal coordinates were established by classical geodetic methods EY4036.and adjusted by the National Geodetic Survey in July 1986. EY4036 EY4036.The orthometric height was determined by vertical angle observations. EY4036 EY4036.The Laplace correction was computed from DEFLEC99 derived deflections. EY4036 EY4036.The geoid height was determined by GEOID03. EY4036 EY4036; North East Units Scale Factor Converg. EY4036;SPC NC - 200,487.235 790,972.536 MT 0.99988528 +1 09 16.5 EY4036;SPC NC - 657,765.20 2,595,049.06 sFT 0.99988528 +1 09 16.5 EY4036;UTM 18 - 3,934,862.679 318,731.155 MT 1.00000493 -1 09 45.5 EY4036 EY4036! - Elev Factor x Scale Factor = Combined Factor EY4036!SPC NC - 1.00000419 x 0.99988528 = 0.99988947 EY4036!UTM 18 - 1.00000419 x 1.00000493 = 1.00000912 EY4036 EY4036: Primary Azimuth Mark Grid Az EY4036:SPC NC - SMAW 009 27 39.9 EY4036:UTM 18 - SMAW 011 46 41.9 EY4036 EY4036|---------------------------------------------------------------------| EY4036| PID Reference Object Distance Geod. Az | EY4036| dddmmss.s | EY4036| EY4037 SMAW APPROX. 0.6 KM 0103656.4 | EY4036|---------------------------------------------------------------------| EY4036 EY4036 SUPERSEDED SURVEY CONTROL EY4036 EY4036 NAD 27 - 35 32 26.45903(N) 076 59 59.69026(W) AD( ) 2 EY4036 NGVD 29 (07/19/86) 10.0 (m) 33. (f) VERT ANG EY4036 EY4036.Superseded values are not recommended for survey control. EY4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4036.See file dsdata.txt to determine how the superseded data were derived. EY4036 EY4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1873134863(NAD 83) EY4036_MARKER: DE = TRAVERSE STATION DISK EY4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4036_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4036_STAMPING: SHERWOOD 1965 EY4036_MARK LOGO: NCGS EY4036_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4036+STABILITY: SURFACE MOTION EY4036 EY4036 HISTORY - Date Condition Report By EY4036 HISTORY - 1965 MONUMENTED NCGS EY4036 HISTORY - 19971229 SEE DESCRIPTION NCGS EY4036 EY4036 STATION DESCRIPTION EY4036 EY4036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY4036'SHERWOOD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY4036'THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY4036' EY4036'SHERWOOD IS 3.6 MILES E OF WASHINGTON. TO REACH STATION FROM EY4036'U.S. 17 AND MAIN STREET AT PAMLICO BRIDGE. GO 0.4 MILES N ON EY4036'U.S. 17 TO 5TH ST. (U.S. 264E), TURN RIGHT (E) ON U.S. 264 FOR EY4036'3.6 MILES TO SHERWOOD FOREST RD. TO HOUSING PROJECT. 1.5 MILES E EY4036'OF SR 1303 AND U.S. 264 AND 0.8 MILES W OF SR 1313 AND U.S. 264. EY4036' EY4036'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY4036'SHERWOOD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY4036'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY4036' EY4036'MARK IS EY4036' EY4036'25.0 FT S OF PP WITH ALUMINUM REF. TAG EY4036' EY4036'33.4 FT SW OF TWIN POPLAR WITH ALUMINUM REF. TAG EY4036' EY4036'30.7 FT SW OF POPLAR EY4036' EY4036'24.5 FT NE OF DRAIN UNDER U.S. 264 EY4036' EY4036'53.2 FT N OF C/L OF U.S. 264 EY4036' EY4036'24.3 FT S OF EAST BRICK PILLAR EY4036' EY4036'36.6 FT E OF C/L OF SHERWOOD FOREST DR. EY4036' EY4036'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY4036 EY4036 STATION RECOVERY (1997) EY4036 EY4036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EJH) EY4036'MARK WAS SEARCHED FOR BUT NOT RECOVERED-MAY BE LOST TO ROAD EY4036'IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3462 *********************************************************************** EY3462 DESIGNATION - SHORE EY3462 PID - EY3462 EY3462 STATE/COUNTY- NC/BEAUFORT EY3462 USGS QUAD - PAMLICO BEACH (1974) EY3462 EY3462 *CURRENT SURVEY CONTROL EY3462 ___________________________________________________________________ EY3462* NAD 83(1986)- 35 23 21.48466(N) 076 35 38.89233(W) ADJUSTED EY3462* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3462 ___________________________________________________________________ EY3462 LAPLACE CORR- -1.27 (seconds) DEFLEC99 EY3462 GEOID HEIGHT- -37.28 (meters) GEOID03 EY3462 EY3462 HORZ ORDER - SECOND EY3462 EY3462.The North Carolina HARNS have been completed but, EY3462.due to contractual restrictions, coordinates for these stations EY3462.will NOT be published in the near future. In the interim, the EY3462.published coordinates in North Carolina will not be EY3462.consistent with the Continuously Operating Reference Stations EY3462.(CORS). The HARN coordinates for these stations are available EY3462.upon request. Contact Gary Thompson(919-733-3836). EY3462. EY3462.In addition, the published North Carolina positions EY3462.(NAD 83 (1986)) are NOT consistent with those determined in EY3462.adjacent state readjustments. The discontinuity between stations EY3462.located in North Carolina and those in adjacent states EY3462.which have been adjusted to the HARN may be as much as 5 EY3462.decimeters. This will result in a significant loss of accuracy EY3462.over lines crossing such state borders. EY3462 EY3462 EY3462.The horizontal coordinates were established by classical geodetic methods EY3462.and adjusted by the National Geodetic Survey in July 1986. EY3462 EY3462.The orthometric height was scaled from a topographic map. EY3462 EY3462.The Laplace correction was computed from DEFLEC99 derived deflections. EY3462 EY3462.The geoid height was determined by GEOID03. EY3462 EY3462; North East Units Scale Factor Converg. EY3462;SPC NC - 184,496.196 828,134.185 MT 0.99987546 +1 23 18.9 EY3462;SPC NC - 605,301.27 2,716,970.24 sFT 0.99987546 +1 23 18.9 EY3462;UTM 18 - 3,917,383.101 355,218.504 MT 0.99985832 -0 55 24.1 EY3462 EY3462! - Elev Factor x Scale Factor = Combined Factor EY3462!SPC NC - 1.00000575 x 0.99987546 = 0.99988121 EY3462!UTM 18 - 1.00000575 x 0.99985832 = 0.99986406 EY3462 EY3462: Primary Azimuth Mark Grid Az EY3462:SPC NC - STEVE 091 09 02.8 EY3462:UTM 18 - STEVE 093 27 45.8 EY3462 EY3462|---------------------------------------------------------------------| EY3462| PID Reference Object Distance Geod. Az | EY3462| dddmmss.s | EY3462| EY3465 STEVE APPROX. 1.1 KM 0923221.7 | EY3462| EY3454 HIGGS 167.147 METERS 28828 | EY3462|---------------------------------------------------------------------| EY3462 EY3462 SUPERSEDED SURVEY CONTROL EY3462 EY3462 NAD 27 - 35 23 20.88369(N) 076 35 40.15325(W) AD( ) 2 EY3462 EY3462.Superseded values are not recommended for survey control. EY3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3462.See file dsdata.txt to determine how the superseded data were derived. EY3462 EY3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5521917383(NAD 83) EY3462_MARKER: DE = TRAVERSE STATION DISK EY3462_SETTING: 0 = UNSPECIFIED SETTING EY3462_STAMPING: SHORE 1969 EY3462_MARK LOGO: NCGS EY3462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3462 EY3462 HISTORY - Date Condition Report By EY3462 HISTORY - 1969 MONUMENTED NCGS EY3462 EY3462 STATION DESCRIPTION EY3462 EY3462'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3462'SHORE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3462'THE VICINITY OF AURORA, NORTH CAROLINA. EY3462' EY3462'SHORE IS LOCATED APPROXIMATELY 5.6 MILES SOUTHEAST OF EY3462'WINSTEADVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION EY3462'OF SR 1724 AND SR 1725 IN WINSTEADVILLE, GO SOUTHEAST ON SR 1725 EY3462'FOR 5.4 MILES TO INTERSECTION OF SR 1725 AND SR 1730 (ROAD TO EY3462'PAMLICO BEACH), TURN LEFT (E) ON SR 1730 AND GO 0.8 MILE TO EY3462'STATION ON RIGHT AND 0.45 MILE WEST OF END OF PAVEMENT. EY3462' EY3462'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3462'SHORE 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS 1 INCH EY3462'BELOW THE SURFACE OF THE GROUND. EY3462' EY3462'MARK IS EY3462' EY3462'48.0 FT N OF EDGE OF RIVER EY3462' EY3462'34.0 FT W OF S END OF CULVERT EY3462' EY3462'56.6 FT SW OF N END OF CULVERT EY3462' EY3462'14.0 FT S OF C/L OF SR 1730 EY3462' EY3462'32.0 FT E OF EDGE OF TREES EY3462' EY3462'16.0 FT E OF WALKWAY TO RIVER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3837 *********************************************************************** EY3837 DESIGNATION - SHORT EY3837 PID - EY3837 EY3837 STATE/COUNTY- NC/BEAUFORT EY3837 USGS QUAD - AURORA (1993) EY3837 EY3837 *CURRENT SURVEY CONTROL EY3837 ___________________________________________________________________ EY3837* NAD 83(1986)- 35 20 01.77931(N) 076 44 58.90306(W) ADJUSTED EY3837* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3837 ___________________________________________________________________ EY3837 LAPLACE CORR- -0.95 (seconds) DEFLEC99 EY3837 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3837 EY3837 HORZ ORDER - THIRD EY3837 EY3837.The North Carolina HARNS have been completed but, EY3837.due to contractual restrictions, coordinates for these stations EY3837.will NOT be published in the near future. In the interim, the EY3837.published coordinates in North Carolina will not be EY3837.consistent with the Continuously Operating Reference Stations EY3837.(CORS). The HARN coordinates for these stations are available EY3837.upon request. Contact Gary Thompson(919-733-3836). EY3837. EY3837.In addition, the published North Carolina positions EY3837.(NAD 83 (1986)) are NOT consistent with those determined in EY3837.adjacent state readjustments. The discontinuity between stations EY3837.located in North Carolina and those in adjacent states EY3837.which have been adjusted to the HARN may be as much as 5 EY3837.decimeters. This will result in a significant loss of accuracy EY3837.over lines crossing such state borders. EY3837 EY3837 EY3837.The horizontal coordinates were established by classical geodetic methods EY3837.and adjusted by the National Geodetic Survey in July 1986. EY3837 EY3837.The orthometric height was scaled from a topographic map. EY3837 EY3837.The Laplace correction was computed from DEFLEC99 derived deflections. EY3837 EY3837.The geoid height was determined by GEOID03. EY3837 EY3837; North East Units Scale Factor Converg. EY3837;SPC NC - 178,012.520 814,146.251 MT 0.99987361 +1 17 55.7 EY3837;SPC NC - 584,029.41 2,671,078.16 sFT 0.99987361 +1 17 55.7 EY3837;UTM 18 - 3,911,468.800 340,980.309 MT 0.99991164 -1 00 43.7 EY3837 EY3837! - Elev Factor x Scale Factor = Combined Factor EY3837!SPC NC - 1.00000574 x 0.99987361 = 0.99987935 EY3837!UTM 18 - 1.00000574 x 0.99991164 = 0.99991738 EY3837 EY3837: Primary Azimuth Mark Grid Az EY3837:SPC NC - ERIC 236 49 40.4 EY3837:UTM 18 - ERIC 239 08 19.8 EY3837 EY3837|---------------------------------------------------------------------| EY3837| PID Reference Object Distance Geod. Az | EY3837| dddmmss.s | EY3837| EY5477 SHORT RM 15.466 METERS 18107 | EY3837| EY3808 ERIC APPROX. 0.6 KM 2380736.1 | EY3837|---------------------------------------------------------------------| EY3837 EY3837 SUPERSEDED SURVEY CONTROL EY3837 EY3837 NAD 27 - 35 20 01.17100(N) 076 45 00.16100(W) AD( ) 3 EY3837 EY3837.Superseded values are not recommended for survey control. EY3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3837.See file dsdata.txt to determine how the superseded data were derived. EY3837 EY3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4098011469(NAD 83) EY3837_MARKER: DS = TRIANGULATION STATION DISK EY3837_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3837_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3837 EY3837 HISTORY - Date Condition Report By EY3837 HISTORY - 1935 MONUMENTED CGS EY3837 HISTORY - 1948 GOOD CGS EY3837 EY3837 STATION DESCRIPTION EY3837 EY3837'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3837'THIS STATION IS ON THE S SHORE OF SOUTH CREEK APPROXIMATELY 4-1/2 EY3837'MILES FROM INDIAN SLUE BEACON ABOUT 200 METERS W OF SHORT EY3837'CREEK. STATION IS ON MARSH LAND, UNSTABLE, 5 METERS FROM SHORE EY3837'LINE TO S AND 5 METERS FROM SHORE LINE TO W. EY3837' EY3837'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3837'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3837' EY3837'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3837'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3837 EY3837 STATION RECOVERY (1948) EY3837 EY3837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3837'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3837'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3837'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3837'INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3837' EY3837'STATION IS ON THE S SHORE OF SOUTH CREEK, APPROXIMATELY 4-1/2 EY3837'MILES FROM INDIAN SLUE LIGHT, ABOUT 200 METERS W OF SHORT CREEK. IT EY3837'IS ON MARSHY LAND, UNSTABLE, 3.6 METERS FROM SHORELINE TO S, EY3837'1 METER FROM SHORELINE TO W, AND 7.8 METERS TO SMALL BIGHT TO THE EY3837'E. EY3837' EY3837'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A EY3837'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK EY3837'IS STAMPED SHORT 1935. EY3837' EY3837'REFERENCE MARK IS 3.7 METERS 335 DEG MAG.AZ. FROM A 12-INCH EY3837'TRIANGULARLY-BLAZED TREE. A 3-FOOT BANK AT THE SHORELINE IS 4.7 EY3837'METERS FROM THE REFERENCE MARK WHICH IS 6 FEET ABOVE THE WATER. IT EY3837'IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE-FILLED 8-INCH EY3837'TILE PROJECTING 6 INCHES ABOVE GROUND. DISK IS STAMPED SHORT EY3837'1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5915 *********************************************************************** AE5915 DESIGNATION - SHOULDER AE5915 PID - AE5915 AE5915 STATE/COUNTY- NC/BEAUFORT AE5915 USGS QUAD - AURORA (1993) AE5915 AE5915 *CURRENT SURVEY CONTROL AE5915 ___________________________________________________________________ AE5915* NAD 83(1986)- 35 21 31.19712(N) 076 46 42.78555(W) ADJUSTED AE5915* NAVD 88 - 3.771 (meters) 12.37 (feet) ADJUSTED AE5915 ___________________________________________________________________ AE5915 LAPLACE CORR- -1.26 (seconds) DEFLEC99 AE5915 GEOID HEIGHT- -37.20 (meters) GEOID03 AE5915 DYNAMIC HT - 3.767 (meters) 12.36 (feet) COMP AE5915 MODELED GRAV- 979,746.7 (mgal) NAVD 88 AE5915 AE5915 HORZ ORDER - SECOND AE5915 VERT ORDER - SECOND CLASS II AE5915 AE5915.The North Carolina HARNS have been completed but, AE5915.due to contractual restrictions, coordinates for these stations AE5915.will NOT be published in the near future. In the interim, the AE5915.published coordinates in North Carolina will not be AE5915.consistent with the Continuously Operating Reference Stations AE5915.(CORS). The HARN coordinates for these stations are available AE5915.upon request. Contact Gary Thompson(919-733-3836). AE5915. AE5915.In addition, the published North Carolina positions AE5915.(NAD 83 (1986)) are NOT consistent with those determined in AE5915.adjacent state readjustments. The discontinuity between stations AE5915.located in North Carolina and those in adjacent states AE5915.which have been adjusted to the HARN may be as much as 5 AE5915.decimeters. This will result in a significant loss of accuracy AE5915.over lines crossing such state borders. AE5915 AE5915 AE5915.The horizontal coordinates were established by classical geodetic methods AE5915.and adjusted by the National Geodetic Survey in April 1998. AE5915 AE5915.The orthometric height was determined by differential leveling AE5915.and adjusted by the National Geodetic Survey in June 1998. AE5915 AE5915.The Laplace correction was computed from DEFLEC99 derived deflections. AE5915 AE5915.The geoid height was determined by GEOID03. AE5915 AE5915.The dynamic height is computed by dividing the NAVD 88 AE5915.geopotential number by the normal gravity value computed on the AE5915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5915.degrees latitude (g = 980.6199 gals.). AE5915 AE5915.The modeled gravity was interpolated from observed gravity values. AE5915 AE5915; North East Units Scale Factor Converg. AE5915;SPC NC - 180,708.136 811,462.103 MT 0.99987433 +1 16 55.8 AE5915;SPC NC - 592,873.28 2,662,271.92 sFT 0.99987433 +1 16 55.8 AE5915;UTM 18 - 3,914,270.591 338,406.944 MT 0.99992180 -1 01 46.0 AE5915 AE5915! - Elev Factor x Scale Factor = Combined Factor AE5915!SPC NC - 1.00000525 x 0.99987433 = 0.99987958 AE5915!UTM 18 - 1.00000525 x 0.99992180 = 0.99992705 AE5915 AE5915 SUPERSEDED SURVEY CONTROL AE5915 AE5915 NGVD 29 (04/29/98) 4.12 (m) 13.5 (f) LEVELING 3 AE5915 AE5915.Superseded values are not recommended for survey control. AE5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5915.See file dsdata.txt to determine how the superseded data were derived. AE5915 AE5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3840714271(NAD 83) AE5915_MARKER: DH = HORIZONTAL CONTROL DISK AE5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5915_STAMPING: SHOULDER 1983 AE5915_MARK LOGO: NCGS AE5915_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5915+STABILITY: SURFACE MOTION AE5915 AE5915 HISTORY - Date Condition Report By AE5915 HISTORY - 1983 MONUMENTED NCGS AE5915 AE5915 STATION DESCRIPTION AE5915 AE5915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5915'STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) NORTH OF AURORA, AND 9.6 KM AE5915'(5.95 MI) EAST-NORTHEAST OF EDWARD. ALONG NC 306 FOR 8.0 KM (4.95 MI) AE5915'NORTH FROM NC 33 (IN WEST AURORA), OR 0.2 KM (0.10 MI) SOUTH OF SR AE5915'1945, AND WHERE THE HIGHWAY AND THE OLD HIGHWAY ROADBED MERGE. MARK IS AE5915'RECESSED 3 INCHES BELOW GROUND. LOCATED 5.9 M (19.4 FT) SOUTHEAST OF AE5915'THE CENTERLINE OF THE NC 306, 43.0 M (141.1 FT) NORTHEAST OF A AE5915'RIGHT-0F-WAY MARKER, 45.8 M (150.3 FT) EAST OF A RIGHT-OF-WAY AE5915'MARKER--AND 55.84 M (183.20 FT) NORTHEAST OF A TELEPHONE PEDESTAL POLE AE5915'133E, 34.76 M (114.04 FT) EAST-SOUTHEAST OF A POWER POLE--BOTH WITH AE5915'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3838 *********************************************************************** EY3838 DESIGNATION - SIBYL EY3838 PID - EY3838 EY3838 STATE/COUNTY- NC/BEAUFORT EY3838 USGS QUAD - AURORA (1993) EY3838 EY3838 *CURRENT SURVEY CONTROL EY3838 ___________________________________________________________________ EY3838* NAD 83(1986)- 35 19 41.28749(N) 076 46 42.06365(W) ADJUSTED EY3838* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3838 ___________________________________________________________________ EY3838 LAPLACE CORR- -1.27 (seconds) DEFLEC99 EY3838 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3838 EY3838 HORZ ORDER - THIRD EY3838 EY3838.The North Carolina HARNS have been completed but, EY3838.due to contractual restrictions, coordinates for these stations EY3838.will NOT be published in the near future. In the interim, the EY3838.published coordinates in North Carolina will not be EY3838.consistent with the Continuously Operating Reference Stations EY3838.(CORS). The HARN coordinates for these stations are available EY3838.upon request. Contact Gary Thompson(919-733-3836). EY3838. EY3838.In addition, the published North Carolina positions EY3838.(NAD 83 (1986)) are NOT consistent with those determined in EY3838.adjacent state readjustments. The discontinuity between stations EY3838.located in North Carolina and those in adjacent states EY3838.which have been adjusted to the HARN may be as much as 5 EY3838.decimeters. This will result in a significant loss of accuracy EY3838.over lines crossing such state borders. EY3838 EY3838 EY3838.The horizontal coordinates were established by classical geodetic methods EY3838.and adjusted by the National Geodetic Survey in July 1986. EY3838 EY3838.The orthometric height was scaled from a topographic map. EY3838 EY3838.The Laplace correction was computed from DEFLEC99 derived deflections. EY3838 EY3838.The geoid height was determined by GEOID03. EY3838 EY3838; North East Units Scale Factor Converg. EY3838;SPC NC - 177,322.561 811,556.112 MT 0.99987348 +1 16 56.2 EY3838;SPC NC - 581,765.77 2,662,580.34 sFT 0.99987348 +1 16 56.2 EY3838;UTM 18 - 3,910,883.816 338,364.342 MT 0.99992198 -1 01 42.8 EY3838 EY3838! - Elev Factor x Scale Factor = Combined Factor EY3838!SPC NC - 1.00000574 x 0.99987348 = 0.99987922 EY3838!UTM 18 - 1.00000574 x 0.99992198 = 0.99992772 EY3838 EY3838: Primary Azimuth Mark Grid Az EY3838:SPC NC - LLEWELLYN 116 23 50.7 EY3838:UTM 18 - LLEWELLYN 118 42 29.7 EY3838 EY3838|---------------------------------------------------------------------| EY3838| PID Reference Object Distance Geod. Az | EY3838| dddmmss.s | EY3838| EY5480 SIBYL RM 11.889 METERS 00745 | EY3838| EY3822 LLEWELLYN APPROX. 0.7 KM 1174046.9 | EY3838| EY3829 NO 2 APPROX. 0.6 KM 1741915.6 | EY3838|---------------------------------------------------------------------| EY3838 EY3838 SUPERSEDED SURVEY CONTROL EY3838 EY3838 NAD 27 - 35 19 40.67500(N) 076 46 43.33100(W) AD( ) 3 EY3838 EY3838.Superseded values are not recommended for survey control. EY3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3838.See file dsdata.txt to determine how the superseded data were derived. EY3838 EY3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3836410884(NAD 83) EY3838_MARKER: DS = TRIANGULATION STATION DISK EY3838_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3838_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3838 EY3838 HISTORY - Date Condition Report By EY3838 HISTORY - 1935 MONUMENTED CGS EY3838 HISTORY - 1948 GOOD CGS EY3838 EY3838 STATION DESCRIPTION EY3838 EY3838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3838'STATION IS ON THE MOST NORTHEASTERLY PART OF THE RUN OF THE CREEK, EY3838'1-3/4 MILES FROM BRIDGE AT AURORA, ON THE N SIDE OF THE CREEK ON EY3838'FAST LAND. IT IS ON A BANK 6 FEET ABOVE WATER LEVEL, 6 METERS EY3838'FROM CENTER OF GROUP OF 5 SMALL PINE TREES ON WATER LINE, 5 EY3838'METERS TO SHORE LINE IN SOUTHERLY DIRECTION AND 20 METERS IN EY3838'WESTERLY DIRECTION. TREE LINE IS 8 METERS FROM STATION. EY3838' EY3838'STATION MARK IS STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3838'36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3838' EY3838'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3838'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3838 EY3838 STATION RECOVERY (1948) EY3838 EY3838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3838'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3838'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3838'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3838'INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3838' EY3838'STATION IS ON THE MOST NE PART OF THE RUN OF THE CREEK, 1-3/4 EY3838'MILES FROM BRIDGE AT AURORA, ON THE N SIDE OF THE CREEK, ON FAST EY3838'LAND. IT IS ON A BANK 6 FEET ABOVE WATER LEVEL, 6 METERS FROM EY3838'CENTER OF GROUP OF THREE SMALL PINE TREES ON WATER LEVEL, 3.3 EY3838'METERS TO SHORELINE IN S DIRECTION, AND 14.6 METERS W. TREE LINE EY3838'IS 8 METERS FROM STATION. STATION IS ON E SIDE OF ENTRANCE TO EY3838'A GUT AND ABOUT 250 METERS WEST OF FLAG GUT WHICH BORDERS THE W EY3838'SIDE OF THE FIELDS BELONGING TO H.B. LITCHFIELD. EY3838' EY3838'STATION MARK IS A BRONZE DISK, STAMPED SIBYL 1935, SET IN A EY3838'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3838' EY3838'REFERENCE MARK IS A BRONZE REFERENCE DISK, STAMPED SIBYL 1935, EY3838'SET IN A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE EY3838'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5888 *********************************************************************** AE5888 DESIGNATION - SIEGE AE5888 PID - AE5888 AE5888 STATE/COUNTY- NC/BEAUFORT AE5888 USGS QUAD - HACKNEY (1983) AE5888 AE5888 *CURRENT SURVEY CONTROL AE5888 ___________________________________________________________________ AE5888* NAD 83(1986)- 35 27 24.18528(N) 077 03 31.44304(W) ADJUSTED AE5888* NAVD 88 - 8.922 (meters) 29.27 (feet) ADJUSTED AE5888 ___________________________________________________________________ AE5888 LAPLACE CORR- -1.90 (seconds) DEFLEC99 AE5888 GEOID HEIGHT- -36.73 (meters) GEOID03 AE5888 DYNAMIC HT - 8.914 (meters) 29.25 (feet) COMP AE5888 MODELED GRAV- 979,752.1 (mgal) NAVD 88 AE5888 AE5888 HORZ ORDER - SECOND AE5888 VERT ORDER - SECOND CLASS II AE5888 AE5888.The North Carolina HARNS have been completed but, AE5888.due to contractual restrictions, coordinates for these stations AE5888.will NOT be published in the near future. In the interim, the AE5888.published coordinates in North Carolina will not be AE5888.consistent with the Continuously Operating Reference Stations AE5888.(CORS). The HARN coordinates for these stations are available AE5888.upon request. Contact Gary Thompson(919-733-3836). AE5888. AE5888.In addition, the published North Carolina positions AE5888.(NAD 83 (1986)) are NOT consistent with those determined in AE5888.adjacent state readjustments. The discontinuity between stations AE5888.located in North Carolina and those in adjacent states AE5888.which have been adjusted to the HARN may be as much as 5 AE5888.decimeters. This will result in a significant loss of accuracy AE5888.over lines crossing such state borders. AE5888 AE5888 AE5888.The horizontal coordinates were established by classical geodetic methods AE5888.and adjusted by the National Geodetic Survey in April 1998. AE5888 AE5888.The orthometric height was determined by differential leveling AE5888.and adjusted by the National Geodetic Survey in June 1998. AE5888 AE5888.The Laplace correction was computed from DEFLEC99 derived deflections. AE5888 AE5888.The geoid height was determined by GEOID03. AE5888 AE5888.The dynamic height is computed by dividing the NAVD 88 AE5888.geopotential number by the normal gravity value computed on the AE5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5888.degrees latitude (g = 980.6199 gals.). AE5888 AE5888.The modeled gravity was interpolated from observed gravity values. AE5888 AE5888; North East Units Scale Factor Converg. AE5888;SPC NC - 191,049.608 785,792.959 MT 0.99987897 +1 07 13.6 AE5888;SPC NC - 626,801.92 2,578,055.73 sFT 0.99987897 +1 07 13.6 AE5888;UTM 18 - 3,925,640.835 313,173.651 MT 1.00003015 -1 11 40.5 AE5888 AE5888! - Elev Factor x Scale Factor = Combined Factor AE5888!SPC NC - 1.00000436 x 0.99987897 = 0.99988333 AE5888!UTM 18 - 1.00000436 x 1.00003015 = 1.00003451 AE5888 AE5888 SUPERSEDED SURVEY CONTROL AE5888 AE5888 NGVD 29 (04/29/98) 9.25 (m) 30.3 (f) LEVELING 3 AE5888 AE5888.Superseded values are not recommended for survey control. AE5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5888.See file dsdata.txt to determine how the superseded data were derived. AE5888 AE5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1317425641(NAD 83) AE5888_MARKER: DH = HORIZONTAL CONTROL DISK AE5888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5888_STAMPING: SIEGE 1983 AE5888_MARK LOGO: NCGS AE5888_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5888+STABILITY: SURFACE MOTION AE5888 AE5888 HISTORY - Date Condition Report By AE5888 HISTORY - 1983 MONUMENTED NCGS AE5888 HISTORY - 19900514 GOOD NCGS AE5888 HISTORY - 20040327 MARK NOT FOUND USPSQD AE5888 AE5888 STATION DESCRIPTION AE5888 AE5888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5888'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) SOUTHEAST OF CHOCOWINITY, OR AE5888'13.8 KM (8.55 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 7.8 KM AE5888'(4.85 MI) SOUTHEAST OF US 17, AT SR 1124, IN THE NORTHEAST QUADRANT. AE5888'MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 12.6 M (41.3 FT) AE5888'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH AE5888'OF THE CENTERLINE OF SR 1124, 24.5 M (80.4 FT) NORTHEAST OF A METAL AE5888'HISTORICAL--FORT HILL--SIGN POST, 29.3 M (96.1 FT) NORTH-NORTHWEST OF AE5888'A 24-INCH PECAN, AND 14.6 M (47.9 FT) SOUTH-SOUTHEAST OF A POWER POLE AE5888'103 WITH A REFERENCE TAG. AE5888 AE5888 STATION RECOVERY (1990) AE5888 AE5888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5888'RECOVERED AS DESCRIBED. MARK IS 47.0 FT (14.3 M) SOUTH-SOUTHEAST 0F AE5888'POWER POLE 103. AE5888 AE5888 STATION RECOVERY (2004) AE5888 AE5888'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5888'MAJOR ROADWAY CONSTRUCTION HAS OCCURED IN AREA OF MARK WITH SOIL AE5888'REMOVED TO A DEPTH GREATER THAN 1 FOOT. EVIDENCE SUGGESTS THAT MARK AE5888'HAS BEEN DESTROYED BUT NO MONUMENT OR OTHER STRUCTURE NOTED TO AE5888'SUBSTANTIATE THAT FINDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4112 *********************************************************************** EY4112 DESIGNATION - SIGHT EY4112 PID - EY4112 EY4112 STATE/COUNTY- NC/BEAUFORT EY4112 USGS QUAD - BUNYAN (1974) EY4112 EY4112 *CURRENT SURVEY CONTROL EY4112 ___________________________________________________________________ EY4112* NAD 83(1986)- 35 31 26.26760(N) 076 53 16.42083(W) ADJUSTED EY4112* NAVD 88 - 7.517 (meters) 24.66 (feet) ADJUSTED EY4112 ___________________________________________________________________ EY4112 LAPLACE CORR- -2.17 (seconds) DEFLEC99 EY4112 GEOID HEIGHT- -36.86 (meters) GEOID03 EY4112 DYNAMIC HT - 7.511 (meters) 24.64 (feet) COMP EY4112 MODELED GRAV- 979,762.0 (mgal) NAVD 88 EY4112 EY4112 HORZ ORDER - SECOND EY4112 VERT ORDER - SECOND CLASS II EY4112 EY4112.The North Carolina HARNS have been completed but, EY4112.due to contractual restrictions, coordinates for these stations EY4112.will NOT be published in the near future. In the interim, the EY4112.published coordinates in North Carolina will not be EY4112.consistent with the Continuously Operating Reference Stations EY4112.(CORS). The HARN coordinates for these stations are available EY4112.upon request. Contact Gary Thompson(919-733-3836). EY4112. EY4112.In addition, the published North Carolina positions EY4112.(NAD 83 (1986)) are NOT consistent with those determined in EY4112.adjacent state readjustments. The discontinuity between stations EY4112.located in North Carolina and those in adjacent states EY4112.which have been adjusted to the HARN may be as much as 5 EY4112.decimeters. This will result in a significant loss of accuracy EY4112.over lines crossing such state borders. EY4112 EY4112 EY4112.The horizontal coordinates were established by classical geodetic methods EY4112.and adjusted by the National Geodetic Survey in July 1998. EY4112 EY4112.The orthometric height was determined by differential leveling EY4112.and adjusted by the National Geodetic Survey in June 1991. EY4112 EY4112.The Laplace correction was computed from DEFLEC99 derived deflections. EY4112 EY4112.The geoid height was determined by GEOID03. EY4112 EY4112.The dynamic height is computed by dividing the NAVD 88 EY4112.geopotential number by the normal gravity value computed on the EY4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4112.degrees latitude (g = 980.6199 gals.). EY4112 EY4112.The modeled gravity was interpolated from observed gravity values. EY4112 EY4112; North East Units Scale Factor Converg. EY4112;SPC NC - 198,824.406 801,137.615 MT 0.99988384 +1 13 08.6 EY4112;SPC NC - 652,309.74 2,628,398.99 sFT 0.99988384 +1 13 08.6 EY4112;UTM 18 - 3,932,790.096 328,821.699 MT 0.99996110 -1 05 50.0 EY4112 EY4112! - Elev Factor x Scale Factor = Combined Factor EY4112!SPC NC - 1.00000461 x 0.99988384 = 0.99988844 EY4112!UTM 18 - 1.00000461 x 0.99996110 = 0.99996571 EY4112 EY4112 SUPERSEDED SURVEY CONTROL EY4112 EY4112 NAVD 88 (07/14/98) 7.52 (m) 24.7 (f) LEVELING 3 EY4112 EY4112.Superseded values are not recommended for survey control. EY4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4112.See file dsdata.txt to determine how the superseded data were derived. EY4112 EY4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2882232790(NAD 83) EY4112_MARKER: DE = TRAVERSE STATION DISK EY4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4112_SP_SET: CONCRETE POST EY4112_STAMPING: SIGHT 1982 EY4112_MARK LOGO: NCGS EY4112_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4112+STABILITY: SURFACE MOTION EY4112 EY4112 HISTORY - Date Condition Report By EY4112 HISTORY - 1982 MONUMENTED NCGS EY4112 HISTORY - 19840601 GOOD NCGS EY4112 EY4112 STATION DESCRIPTION EY4112 EY4112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4112'15.6 KM (9.7 MI) EAST FROM WASHINGTON. EY4112'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) EAST OF WASHINGTON AND EY4112'21.9 KM (13.6 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 6.8 KM EY4112'(4.2 MI) EAST FROM THE INTERSECTION WITH NC 32, OR 2.0 KM (1.25 MI) EY4112'EAST FROM THE INTERSECTION WITH NC 92, AND 0.2 KM (0.15 MI) WEST FROM EY4112'THE INTERSECTION WITH SR 1600, IN THE NORTH SHOULDER. THE STATION IS EY4112'A STANDARD NCGS DISK STAMPED---SIGHT 1982---, SET INTO THE TOP OF A EY4112'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 15 CM BELOW EY4112'GROUND. LOCATED 7.4 METERS (24.4 FT) NORTH OF THE CENTERLINE OF US EY4112'264, 0.8 METERS (2.8 FT) SOUTH OF A WITNESS POST, 14.9 METERS (49.0 EY4112'FT) EAST OF A TELEPHONE PEDESTAL (264R114N), AND 25.7 METERS (84.4 EY4112'FT) NORTHEAST OF A 10-INCH PINE WITH A REFERENCE TAG. EY4112 EY4112 STATION RECOVERY (1984) EY4112 EY4112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4112'STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) EAST OF WASHINGTON AND 21.9 EY4112'KM (13.60 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 6.8 KM (4.20 EY4112'MI) EAST FROM NC 32, OR 2.0 KM (1.25 MI) EAST FROM NC 92, AND 0.2 KM EY4112'(0.10 MI) WEST FROM SR 1600, IN THE NORTH SHOULDER. MARK IS RECESSED 6 EY4112'INCHES BELOW GROUND. LOCATED 7.4 M (24.3 FT) NORTH OF THE CENTERLINE EY4112'OF US 264, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST, 14.9 M (48.9 FT) EY4112'EAST OF A TELEPHONE PEDESTAL (264R114N), AND 25.7 M (84.3 FT) EY4112'NORTHEAST OF A 10-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3839 *********************************************************************** EY3839 DESIGNATION - SIGN EY3839 PID - EY3839 EY3839 STATE/COUNTY- NC/BEAUFORT EY3839 USGS QUAD - AURORA (1993) EY3839 EY3839 *CURRENT SURVEY CONTROL EY3839 ___________________________________________________________________ EY3839* NAD 83(1986)- 35 17 49.58391(N) 076 51 17.32021(W) ADJUSTED EY3839* NAVD 88 - 13.803 (meters) 45.29 (feet) ADJUSTED EY3839 ___________________________________________________________________ EY3839 LAPLACE CORR- -2.02 (seconds) DEFLEC99 EY3839 GEOID HEIGHT- -37.17 (meters) GEOID03 EY3839 DYNAMIC HT - 13.790 (meters) 45.24 (feet) COMP EY3839 MODELED GRAV- 979,739.4 (mgal) NAVD 88 EY3839 EY3839 HORZ ORDER - SECOND EY3839 VERT ORDER - SECOND CLASS II EY3839 EY3839.The North Carolina HARNS have been completed but, EY3839.due to contractual restrictions, coordinates for these stations EY3839.will NOT be published in the near future. In the interim, the EY3839.published coordinates in North Carolina will not be EY3839.consistent with the Continuously Operating Reference Stations EY3839.(CORS). The HARN coordinates for these stations are available EY3839.upon request. Contact Gary Thompson(919-733-3836). EY3839. EY3839.In addition, the published North Carolina positions EY3839.(NAD 83 (1986)) are NOT consistent with those determined in EY3839.adjacent state readjustments. The discontinuity between stations EY3839.located in North Carolina and those in adjacent states EY3839.which have been adjusted to the HARN may be as much as 5 EY3839.decimeters. This will result in a significant loss of accuracy EY3839.over lines crossing such state borders. EY3839 EY3839 EY3839.The horizontal coordinates were established by classical geodetic methods EY3839.and adjusted by the National Geodetic Survey in April 1998. EY3839 EY3839.The orthometric height was determined by differential leveling EY3839.and adjusted by the National Geodetic Survey in June 1998. EY3839 EY3839.The Laplace correction was computed from DEFLEC99 derived deflections. EY3839 EY3839.The geoid height was determined by GEOID03. EY3839 EY3839.The dynamic height is computed by dividing the NAVD 88 EY3839.geopotential number by the normal gravity value computed on the EY3839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3839.degrees latitude (g = 980.6199 gals.). EY3839 EY3839.The modeled gravity was interpolated from observed gravity values. EY3839 EY3839; North East Units Scale Factor Converg. EY3839;SPC NC - 173,728.400 804,681.121 MT 0.99987290 +1 14 17.3 EY3839;SPC NC - 569,973.93 2,640,024.64 sFT 0.99987290 +1 14 17.3 EY3839;UTM 18 - 3,907,569.531 331,349.601 MT 0.99995053 -1 04 19.2 EY3839 EY3839! - Elev Factor x Scale Factor = Combined Factor EY3839!SPC NC - 1.00000367 x 0.99987290 = 0.99987657 EY3839!UTM 18 - 1.00000367 x 0.99995053 = 0.99995420 EY3839 EY3839: Primary Azimuth Mark Grid Az EY3839:SPC NC - ARDELL 345 48 20.9 EY3839:UTM 18 - ARDELL 348 06 57.4 EY3839 EY3839|---------------------------------------------------------------------| EY3839| PID Reference Object Distance Geod. Az | EY3839| dddmmss.s | EY3839| EY3847 WALKER 258.995 METERS 12400 | EY3839| EY3789 ARDELL APPROX. 1.3 KM 3470238.2 | EY3839|---------------------------------------------------------------------| EY3839 EY3839 SUPERSEDED SURVEY CONTROL EY3839 EY3839 NAD 83(1986)- 35 17 49.59676(N) 076 51 17.31345(W) AD( ) 2 EY3839 NAD 27 - 35 17 48.96792(N) 076 51 18.56928(W) AD( ) 2 EY3839 NGVD 29 (04/29/98) 14.14 (m) 46.4 (f) LEVELING 3 EY3839 EY3839.Superseded values are not recommended for survey control. EY3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3839.See file dsdata.txt to determine how the superseded data were derived. EY3839 EY3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3135007570(NAD 83) EY3839_MARKER: DE = TRAVERSE STATION DISK EY3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3839_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3839_STAMPING: SIGN 1966 EY3839_MARK LOGO: NCGS EY3839_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3839+STABILITY: SURFACE MOTION EY3839 EY3839 HISTORY - Date Condition Report By EY3839 HISTORY - 1966 MONUMENTED NCGS EY3839 HISTORY - 19830101 GOOD NCGS EY3839 EY3839 STATION DESCRIPTION EY3839 EY3839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3839'SIGN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3839'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3839' EY3839'SIGN IS 3.8 MILES W OF AURORA AND 2.4 MILES SE OF EDWARD. LOCATED EY3839'0.75 MILES SE ALONG NC 33 FROM SR 1947 (E END OF LOOP EY3839'ROAD). 0.3 MILES SE OF RR CROSSING ON NC 33. 0.1 MILE NW OF EY3839'NC 306 AND ON SW BANK OF NC 33 AT PEPSI SIGN. EY3839' EY3839'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3839'SIGN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3839'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EY3839' EY3839'MARK IS EY3839' EY3839'47.7 FT S OF C/L OF NC 33 EY3839' EY3839'36.1 FT S OF YELLOW ARROW PAINTED ON NC 33 EY3839' EY3839'18.9 FT W OF BRACE POLE WITH ALUMINUM REF. TAG EY3839' EY3839'42.5 FT W OF 10 INCH PINE WITH ALUMINUM REF. TAG EY3839' EY3839'73.7 FT W OF TP 584 WITH ALUMINUM REF. TAG EY3839' EY3839'19.2 FT NW OF CENTER POST OF PEPSI SIGN EY3839' EY3839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3839 EY3839 STATION RECOVERY (1983) EY3839 EY3839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3839'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2158 *********************************************************************** EY2158 DESIGNATION - SILAS EY2158 PID - EY2158 EY2158 STATE/COUNTY- NC/BEAUFORT EY2158 USGS QUAD - WASHINGTON (1983) EY2158 EY2158 *CURRENT SURVEY CONTROL EY2158 ___________________________________________________________________ EY2158* NAD 83(1986)- 35 30 04.59299(N) 077 02 34.08034(W) ADJUSTED EY2158* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2158 ___________________________________________________________________ EY2158 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2158 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2158 EY2158 HORZ ORDER - THIRD EY2158 EY2158.The North Carolina HARNS have been completed but, EY2158.due to contractual restrictions, coordinates for these stations EY2158.will NOT be published in the near future. In the interim, the EY2158.published coordinates in North Carolina will not be EY2158.consistent with the Continuously Operating Reference Stations EY2158.(CORS). The HARN coordinates for these stations are available EY2158.upon request. Contact Gary Thompson(919-733-3836). EY2158. EY2158.In addition, the published North Carolina positions EY2158.(NAD 83 (1986)) are NOT consistent with those determined in EY2158.adjacent state readjustments. The discontinuity between stations EY2158.located in North Carolina and those in adjacent states EY2158.which have been adjusted to the HARN may be as much as 5 EY2158.decimeters. This will result in a significant loss of accuracy EY2158.over lines crossing such state borders. EY2158 EY2158 EY2158.The horizontal coordinates were established by classical geodetic methods EY2158.and adjusted by the National Geodetic Survey in July 1986. EY2158 EY2158.The orthometric height was scaled from a topographic map. EY2158 EY2158.The Laplace correction was computed from DEFLEC99 derived deflections. EY2158 EY2158.The geoid height was determined by GEOID03. EY2158 EY2158; North East Units Scale Factor Converg. EY2158;SPC NC - 196,020.101 787,141.519 MT 0.99988204 +1 07 46.7 EY2158;SPC NC - 643,109.28 2,582,480.13 sFT 0.99988204 +1 07 46.7 EY2158;UTM 18 - 3,930,553.499 314,722.168 MT 1.00002304 -1 11 11.9 EY2158 EY2158! - Elev Factor x Scale Factor = Combined Factor EY2158!SPC NC - 1.00000581 x 0.99988204 = 0.99988785 EY2158!UTM 18 - 1.00000581 x 1.00002304 = 1.00002885 EY2158 EY2158: Primary Azimuth Mark Grid Az EY2158:SPC NC - AXON 304 19 33.1 EY2158:UTM 18 - AXON 306 38 31.7 EY2158 EY2158|---------------------------------------------------------------------| EY2158| PID Reference Object Distance Geod. Az | EY2158| dddmmss.s | EY2158| EY4649 SILAS RM 1 15.268 METERS 21702 | EY2158| EY2096 AXON APPROX. 1.3 KM 3052719.8 | EY2158|---------------------------------------------------------------------| EY2158 EY2158 SUPERSEDED SURVEY CONTROL EY2158 EY2158 NAD 27 - 35 30 04.00900(N) 077 02 35.25500(W) AD( ) 3 EY2158 EY2158.Superseded values are not recommended for survey control. EY2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2158.See file dsdata.txt to determine how the superseded data were derived. EY2158 EY2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1472230553(NAD 83) EY2158_MARKER: DS = TRIANGULATION STATION DISK EY2158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2158_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2158 EY2158 HISTORY - Date Condition Report By EY2158 HISTORY - 1935 MONUMENTED CGS EY2158 HISTORY - 1949 GOOD CGS EY2158 EY2158 STATION DESCRIPTION EY2158 EY2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2158'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY ON THE FIRST EY2158'PROMINENT POINT NW OF SILAS CREEK (1/4 MILE) ON FAST LAND 2 FEET EY2158'ABOVE HIGH WATER. POINT IS WOODED. STATION IS 14.2 METERS, 93 EY2158'DEG MAGNETIC, FROM POINT OF MARSH ON RANGE WITH STATION MAY. 5.3 EY2158'METERS, 93 DEG MAGNETIC, FROM HIGH-WATER LINE. 8.8 METERS, 133 EY2158'DEG MAGNETIC, FROM HIGH-WATER LINE. 3.3 METERS FROM HIGH-WATER EY2158'LINE TO S. 5.05 METERS, 265 DEG 30 MIN MAGNETIC, FROM BLAZE (3 EY2158'NAILS) ON CYPRESS TREE (15-INCH DIAMETER, 40 FEET HIGH). EY2158' EY2158'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2158'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2158'POST DRIVEN INTO THE GROUND, MARK PROJECTING 6 INCHES. EY2158' EY2158'REFERENCE MARK NO. 1 IS STANDARD DISK SET IN 8- BY 30-INCH TILE EY2158'PROJECTING 6 INCHES, AND IS DIRECTLY INSHORE AT THE FOOT OF A EY2158'SMALL RISE. EY2158 EY2158 STATION RECOVERY (1949) EY2158 EY2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2158'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED, IN GOOD EY2158'CONDITION. THE DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH EY2158'A STEEL TAPE AND FOUND TO BE CORRECT. ORIGINAL DESCRIPTION IS EY2158'ADEQUATE EXCEPT ADD THAT THE REFERENCE MARK IS S OF THE STATION EY2158'AND 17.0 FEET S OF A BLAZED 18-INCH CYPRESS TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3559 *********************************************************************** EY3559 DESIGNATION - SINCLAIR EY3559 PID - EY3559 EY3559 STATE/COUNTY- NC/BEAUFORT EY3559 USGS QUAD - RANSOMVILLE (1983) EY3559 EY3559 *CURRENT SURVEY CONTROL EY3559 ___________________________________________________________________ EY3559* NAD 83(1986)- 35 25 13.44071(N) 076 41 46.30469(W) ADJUSTED EY3559* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3559 ___________________________________________________________________ EY3559 LAPLACE CORR- -1.04 (seconds) DEFLEC99 EY3559 GEOID HEIGHT- -37.20 (meters) GEOID03 EY3559 EY3559 HORZ ORDER - THIRD EY3559 EY3559.The North Carolina HARNS have been completed but, EY3559.due to contractual restrictions, coordinates for these stations EY3559.will NOT be published in the near future. In the interim, the EY3559.published coordinates in North Carolina will not be EY3559.consistent with the Continuously Operating Reference Stations EY3559.(CORS). The HARN coordinates for these stations are available EY3559.upon request. Contact Gary Thompson(919-733-3836). EY3559. EY3559.In addition, the published North Carolina positions EY3559.(NAD 83 (1986)) are NOT consistent with those determined in EY3559.adjacent state readjustments. The discontinuity between stations EY3559.located in North Carolina and those in adjacent states EY3559.which have been adjusted to the HARN may be as much as 5 EY3559.decimeters. This will result in a significant loss of accuracy EY3559.over lines crossing such state borders. EY3559 EY3559 EY3559.The horizontal coordinates were established by classical geodetic methods EY3559.and adjusted by the National Geodetic Survey in July 1986. EY3559 EY3559.The orthometric height was scaled from a topographic map. EY3559 EY3559.The Laplace correction was computed from DEFLEC99 derived deflections. EY3559 EY3559.The geoid height was determined by GEOID03. EY3559 EY3559; North East Units Scale Factor Converg. EY3559;SPC NC - 187,725.293 818,785.455 MT 0.99987691 +1 19 46.9 EY3559;SPC NC - 615,895.40 2,686,298.61 sFT 0.99987691 +1 19 46.9 EY3559;UTM 18 - 3,920,986.776 346,007.687 MT 0.99989224 -0 58 59.7 EY3559 EY3559! - Elev Factor x Scale Factor = Combined Factor EY3559!SPC NC - 1.00000589 x 0.99987691 = 0.99988280 EY3559!UTM 18 - 1.00000589 x 0.99989224 = 0.99989813 EY3559 EY3559: Primary Azimuth Mark Grid Az EY3559:SPC NC - NORTH RESET 111 57 12.0 EY3559:UTM 18 - NORTH RESET 114 15 58.6 EY3559 EY3559|---------------------------------------------------------------------| EY3559| PID Reference Object Distance Geod. Az | EY3559| dddmmss.s | EY3559| EY5488 SINCLAIR RM 1 10.630 METERS 02847 | EY3559| EY5489 SINCLAIR RM 2 6.020 METERS 08051 | EY3559| EY5490 SINCLAIR RM 3 13.890 METERS 09136 | EY3559| EY3555 NORTH RESET APPROX. 4.9 KM 1131658.9 | EY3559| EY3547 INDIAN ISLAND SLUE LIGHT APPROX. 6.9 KM 1652100.3 | EY3559| EY3512 CHIMNEY ON WHITE HOUSE APPROX. 6.4 KM 1792401.0 | EY3559| EY3779 RUMLEY MARSH LIGHT APPROX. 6.2 KM 2623332.9 | EY3559|---------------------------------------------------------------------| EY3559 EY3559 SUPERSEDED SURVEY CONTROL EY3559 EY3559 NAD 27 - 35 25 12.84700(N) 076 41 47.55700(W) AD( ) 3 EY3559 EY3559.Superseded values are not recommended for survey control. EY3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3559.See file dsdata.txt to determine how the superseded data were derived. EY3559 EY3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4600820987(NAD 83) EY3559_MARKER: DS = TRIANGULATION STATION DISK EY3559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3559_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3559 EY3559 HISTORY - Date Condition Report By EY3559 HISTORY - 1914 MONUMENTED CGS EY3559 HISTORY - 1933 SEE DESCRIPTION CGS EY3559 EY3559 STATION DESCRIPTION EY3559 EY3559'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3559'STATION IS ON THE N SIDE OF PAMLICO RIVER, ABOUT 1-1/2 MILES W EY3559'FROM NORTH CREEK OR ABOUT 1 MILE E OF SINCLAIR CREEK, ON A SLIGHTLY EY3559'PROTRUDING POINT BACK OF WHICH IS A SMALL MARSH DRAINED BY A EY3559'STREAM TO THE WESTWARD, ABOUT 15 YARDS FROM THE WATER LINE. EY3559' EY3559'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET EY3559'IN CONCRETE, IN THE TOPS OF TILES AS DESCRIBED. EY3559' EY3559'TWO CEDAR TREES ARE BLAZED AS WITNESS MARKS. EY3559' EY3559'DISTANCES AND BEARINGS FROM THE STATION ARE AS FOLLOWS--TO THE EY3559'REFERENCE MARK 10.63 METERS (34.9 FEET), N 28 DEG 47 MIN E TO A EY3559'BLAZED CEDAR, 6.02 METERS (19.8 FEET), N 80 DEG 51 MIN E TO ANOTHER EY3559'LARGE CEDAR, 13.89 METERS (45.6 FEET), S 88 DEG 24 MIN E. EY3559 EY3559 STATION RECOVERY (1933) EY3559 EY3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3559'STATION WAS FOUND IN POOR CONDITION. THE TOP PART OF THE DISK EY3559'HAD BEEN BROKEN OFF, LEAVING ONLY THE METAL SHANK, WHICH WAS NOT EY3559'REGARDED AS CORRECT FOR THE CENTER. THE TILE OF THE OLD STATION EY3559'WAS ALSO BROKEN. EY3559' EY3559'A NEW STATION, COUSIN, WAS BUILT UP AROUND THIS STATION, BUT EY3559'NOT OVER EXACTLY THE SAME CENTER. IT IS CENTERED AS NEARLY AS EY3559'POSSIBLE TO DETERMINE OVER THE OLD MARK, HOWEVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3840 *********************************************************************** EY3840 DESIGNATION - SITE EY3840 PID - EY3840 EY3840 STATE/COUNTY- NC/BEAUFORT EY3840 USGS QUAD - AURORA (1993) EY3840 EY3840 *CURRENT SURVEY CONTROL EY3840 ___________________________________________________________________ EY3840* NAD 83(1986)- 35 19 29.71361(N) 076 47 56.99763(W) ADJUSTED EY3840* NAVD 88 - 2.9 (meters) 10. (feet) VERTCON EY3840 ___________________________________________________________________ EY3840 LAPLACE CORR- -1.55 (seconds) DEFLEC99 EY3840 GEOID HEIGHT- -37.21 (meters) GEOID03 EY3840 EY3840 HORZ ORDER - SECOND EY3840 EY3840.The North Carolina HARNS have been completed but, EY3840.due to contractual restrictions, coordinates for these stations EY3840.will NOT be published in the near future. In the interim, the EY3840.published coordinates in North Carolina will not be EY3840.consistent with the Continuously Operating Reference Stations EY3840.(CORS). The HARN coordinates for these stations are available EY3840.upon request. Contact Gary Thompson(919-733-3836). EY3840. EY3840.In addition, the published North Carolina positions EY3840.(NAD 83 (1986)) are NOT consistent with those determined in EY3840.adjacent state readjustments. The discontinuity between stations EY3840.located in North Carolina and those in adjacent states EY3840.which have been adjusted to the HARN may be as much as 5 EY3840.decimeters. This will result in a significant loss of accuracy EY3840.over lines crossing such state borders. EY3840 EY3840 EY3840.The horizontal coordinates were established by classical geodetic methods EY3840.and adjusted by the National Geodetic Survey in July 1986. EY3840 EY3840.The NAVD 88 height was computed by applying the VERTCON shift value to EY3840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3840 EY3840.The Laplace correction was computed from DEFLEC99 derived deflections. EY3840 EY3840.The geoid height was determined by GEOID03. EY3840 EY3840; North East Units Scale Factor Converg. EY3840;SPC NC - 176,923.857 809,672.181 MT 0.99987340 +1 16 12.9 EY3840;SPC NC - 580,457.69 2,656,399.48 sFT 0.99987340 +1 16 12.9 EY3840;UTM 18 - 3,910,561.380 336,465.768 MT 0.99992958 -1 02 25.9 EY3840 EY3840! - Elev Factor x Scale Factor = Combined Factor EY3840!SPC NC - 1.00000539 x 0.99987340 = 0.99987879 EY3840!UTM 18 - 1.00000539 x 0.99992958 = 0.99993497 EY3840 EY3840: Primary Azimuth Mark Grid Az EY3840:SPC NC - CURVE 090 02 55.3 EY3840:UTM 18 - CURVE 092 21 34.1 EY3840 EY3840|---------------------------------------------------------------------| EY3840| PID Reference Object Distance Geod. Az | EY3840| dddmmss.s | EY3840| EY3803 CURVE APPROX. 0.6 KM 0911908.2 | EY3840|---------------------------------------------------------------------| EY3840 EY3840 SUPERSEDED SURVEY CONTROL EY3840 EY3840 NAD 27 - 35 19 29.09140(N) 076 47 58.25939(W) AD( ) 2 EY3840 NGVD 29 (07/19/86) 3.2 (m) 10. (f) VERT ANG EY3840 EY3840.Superseded values are not recommended for survey control. EY3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3840.See file dsdata.txt to determine how the superseded data were derived. EY3840 EY3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3646610561(NAD 83) EY3840_MARKER: DE = TRAVERSE STATION DISK EY3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3840_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3840+STABILITY: SURFACE MOTION EY3840 EY3840 HISTORY - Date Condition Report By EY3840 HISTORY - 1966 MONUMENTED NCGS EY3840 HISTORY - 19830101 MARK NOT FOUND NCGS EY3840 EY3840 STATION DESCRIPTION EY3840 EY3840'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3840'SITE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3840'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3840' EY3840'SITE IS 1.5 MILES N OF AURORA. LOCATED 1.35 MILES N ALONG EY3840'SR 1940 FROM INTERSECTION OF SR 1965 AND SR 1940. 2.7 MILES SSW EY3840'OF SR 1945 ALONG SR 1942. IN THE SW QUADRANT OF SR 1940 AND EY3840'SR 1942. AND ON DITCH BANK AT EDGE OF CULTIVATED FIELD. EY3840' EY3840'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3840'SITE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3840'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3840' EY3840'MARK IS EY3840' EY3840'29.4 FT W OF C/L OF SR 1940 EY3840' EY3840'14.1 FT W OF YELLOW ARROW PAINTED AT INTERSECTION OF SR 1940 EY3840'AND 1942 EY3840' EY3840'39.6 FT S OF C/L OF SR 1942 EY3840' EY3840'83.6 FT SW OF PP WITH ALUMINUM REF. TAG EY3840' EY3840'125.0 FT NW OF TELEPHONE SERVICE BOX EY3840' EY3840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3840 EY3840 STATION RECOVERY (1983) EY3840 EY3840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3840'SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5912 *********************************************************************** AE5912 DESIGNATION - SITE 1 AE5912 PID - AE5912 AE5912 STATE/COUNTY- NC/BEAUFORT AE5912 USGS QUAD - AURORA (1993) AE5912 AE5912 *CURRENT SURVEY CONTROL AE5912 ___________________________________________________________________ AE5912* NAD 83(1986)- 35 19 29.30791(N) 076 47 55.80470(W) ADJUSTED AE5912* NAVD 88 - 2.730 (meters) 8.96 (feet) ADJUSTED AE5912 ___________________________________________________________________ AE5912 LAPLACE CORR- -1.54 (seconds) DEFLEC99 AE5912 GEOID HEIGHT- -37.21 (meters) GEOID03 AE5912 DYNAMIC HT - 2.727 (meters) 8.95 (feet) COMP AE5912 MODELED GRAV- 979,743.5 (mgal) NAVD 88 AE5912 AE5912 HORZ ORDER - SECOND AE5912 VERT ORDER - SECOND CLASS II AE5912 AE5912.The North Carolina HARNS have been completed but, AE5912.due to contractual restrictions, coordinates for these stations AE5912.will NOT be published in the near future. In the interim, the AE5912.published coordinates in North Carolina will not be AE5912.consistent with the Continuously Operating Reference Stations AE5912.(CORS). The HARN coordinates for these stations are available AE5912.upon request. Contact Gary Thompson(919-733-3836). AE5912. AE5912.In addition, the published North Carolina positions AE5912.(NAD 83 (1986)) are NOT consistent with those determined in AE5912.adjacent state readjustments. The discontinuity between stations AE5912.located in North Carolina and those in adjacent states AE5912.which have been adjusted to the HARN may be as much as 5 AE5912.decimeters. This will result in a significant loss of accuracy AE5912.over lines crossing such state borders. AE5912 AE5912 AE5912.The horizontal coordinates were established by classical geodetic methods AE5912.and adjusted by the National Geodetic Survey in April 1998. AE5912 AE5912.The orthometric height was determined by differential leveling AE5912.and adjusted by the National Geodetic Survey in June 1998. AE5912 AE5912.The Laplace correction was computed from DEFLEC99 derived deflections. AE5912 AE5912.The geoid height was determined by GEOID03. AE5912 AE5912.The dynamic height is computed by dividing the NAVD 88 AE5912.geopotential number by the normal gravity value computed on the AE5912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5912.degrees latitude (g = 980.6199 gals.). AE5912 AE5912.The modeled gravity was interpolated from observed gravity values. AE5912 AE5912; North East Units Scale Factor Converg. AE5912;SPC NC - 176,912.026 809,702.577 MT 0.99987340 +1 16 13.6 AE5912;SPC NC - 580,418.87 2,656,499.20 sFT 0.99987340 +1 16 13.6 AE5912;UTM 18 - 3,910,548.332 336,495.664 MT 0.99992946 -1 02 25.2 AE5912 AE5912! - Elev Factor x Scale Factor = Combined Factor AE5912!SPC NC - 1.00000541 x 0.99987340 = 0.99987881 AE5912!UTM 18 - 1.00000541 x 0.99992946 = 0.99993487 AE5912 AE5912 SUPERSEDED SURVEY CONTROL AE5912 AE5912 NGVD 29 (04/29/98) 3.08 (m) 10.1 (f) LEVELING 3 AE5912 AE5912.Superseded values are not recommended for survey control. AE5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5912.See file dsdata.txt to determine how the superseded data were derived. AE5912 AE5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3649610548(NAD 83) AE5912_MARKER: DD = SURVEY DISK AE5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5912_STAMPING: SITE 1 AE5912_MAGNETIC: N = NO MAGNETIC MATERIAL AE5912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5912+STABILITY: SURFACE MOTION AE5912 AE5912 HISTORY - Date Condition Report By AE5912 HISTORY - 1983 MONUMENTED LOCENG AE5912 HISTORY - 19830101 GOOD NCGS AE5912 AE5912 STATION DESCRIPTION AE5912 AE5912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5912'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH OF AURORA. ALONG NC AE5912'306 FOR 2.9 KM (1.80 MI) NORTH FROM NC 33 (IN THE WEST EDGE OF AURORA) AE5912'AT SR 1942, IN LARGE OPEN AREA 297 M (974.4 FT) EAST-SOUTHEAST OF THE AE5912'INTERSECTION WITH SR 1942, AT INTERSECTION OF A DIRT ROAD AND AN AE5912'ABANDONED ASPHALT ROAD, AND NEAR THE SOUTH END OF A METAL GATE. AE5912'STATION IS A BRONZE DISK STAMPED---SITE 1---SET IN TOP OF A ROUND AE5912'CONCRETE MONUMENT 10 CM SQUARE AND FLUSH WITH GROUND. LOCATED 17.1 M AE5912'(56.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 2.0 M (6.6 AE5912'FT) SOUTH OF A METAL FENCE POST, 21.9 M (71.9 FT) EAST OF CENTER OF AE5912'OLD ROADBED, AND 8.4 M (27.6 FT) SOUTHWEST OF A POWER POLE WTIH A AE5912'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2159 *********************************************************************** EY2159 DESIGNATION - SMALL EY2159 PID - EY2159 EY2159 STATE/COUNTY- NC/BEAUFORT EY2159 USGS QUAD - WASHINGTON (1983) EY2159 EY2159 *CURRENT SURVEY CONTROL EY2159 ___________________________________________________________________ EY2159* NAD 83(1986)- 35 32 50.61637(N) 077 02 21.34148(W) ADJUSTED EY2159* NAVD 88 - 3.4 (meters) 11. (feet) VERTCON EY2159 ___________________________________________________________________ EY2159 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY2159 GEOID HEIGHT- -36.64 (meters) GEOID03 EY2159 EY2159 HORZ ORDER - SECOND EY2159 EY2159.The North Carolina HARNS have been completed but, EY2159.due to contractual restrictions, coordinates for these stations EY2159.will NOT be published in the near future. In the interim, the EY2159.published coordinates in North Carolina will not be EY2159.consistent with the Continuously Operating Reference Stations EY2159.(CORS). The HARN coordinates for these stations are available EY2159.upon request. Contact Gary Thompson(919-733-3836). EY2159. EY2159.In addition, the published North Carolina positions EY2159.(NAD 83 (1986)) are NOT consistent with those determined in EY2159.adjacent state readjustments. The discontinuity between stations EY2159.located in North Carolina and those in adjacent states EY2159.which have been adjusted to the HARN may be as much as 5 EY2159.decimeters. This will result in a significant loss of accuracy EY2159.over lines crossing such state borders. EY2159 EY2159 EY2159.The horizontal coordinates were established by classical geodetic methods EY2159.and adjusted by the National Geodetic Survey in July 1986. EY2159 EY2159.The NAVD 88 height was computed by applying the VERTCON shift value to EY2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2159 EY2159.The Laplace correction was computed from DEFLEC99 derived deflections. EY2159 EY2159.The geoid height was determined by GEOID03. EY2159 EY2159; North East Units Scale Factor Converg. EY2159;SPC NC - 201,141.602 787,361.421 MT 0.99988586 +1 07 54.0 EY2159;SPC NC - 659,912.07 2,583,201.60 sFT 0.99988586 +1 07 54.0 EY2159;UTM 18 - 3,935,662.628 315,148.996 MT 1.00002109 -1 11 09.3 EY2159 EY2159! - Elev Factor x Scale Factor = Combined Factor EY2159!SPC NC - 1.00000522 x 0.99988586 = 0.99989108 EY2159!UTM 18 - 1.00000522 x 1.00002109 = 1.00002631 EY2159 EY2159: Primary Azimuth Mark Grid Az EY2159:SPC NC - OAKDALE 337 17 28.1 EY2159:UTM 18 - OAKDALE 339 36 31.4 EY2159 EY2159|---------------------------------------------------------------------| EY2159| PID Reference Object Distance Geod. Az | EY2159| dddmmss.s | EY2159| EY2125 HUDNELL 364.661 METERS 09945 | EY2159| EY2141 OAKDALE APPROX. 0.7 KM 3382522.1 | EY2159|---------------------------------------------------------------------| EY2159 EY2159 SUPERSEDED SURVEY CONTROL EY2159 EY2159 NAD 27 - 35 32 50.02845(N) 077 02 22.51694(W) AD( ) 2 EY2159 NGVD 29 (07/19/86) 3.7 (m) 12. (f) VERT ANG EY2159 EY2159.Superseded values are not recommended for survey control. EY2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2159.See file dsdata.txt to determine how the superseded data were derived. EY2159 EY2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1514935663(NAD 83) EY2159_MARKER: DE = TRAVERSE STATION DISK EY2159_SETTING: 0 = UNSPECIFIED SETTING EY2159_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2159 EY2159 HISTORY - Date Condition Report By EY2159 HISTORY - 1966 MONUMENTED NCGS EY2159 HISTORY - 19830101 SEE DESCRIPTION NCGS EY2159 HISTORY - 20030515 MARK NOT FOUND USPSQD EY2159 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2159 EY2159 STATION DESCRIPTION EY2159 EY2159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY2159'SMALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2159'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2159' EY2159'SMALL IS 1.2 MILES ENE OF WASHINGTON. TO REACH STATION, EY2159'PROCEED FROM INTERSECTION OF U.S. 17 AND U.S. 264 (5TH ST.) EY2159'IN WASHINGTON, GO EAST ALONG U.S. 264 FOR 1.15 MILES TO EY2159'INTERSECTION OF U.S. 264 AND HIGHLAND STREET. STATION IS IN EY2159'E END OF Y INTERSECTION, 0.6 MILES E OF JOHN SMALL SCHOOL AND EY2159'APPROXIMATELY 800 FT SSE OF BEAUFORT HOSPITAL. EY2159' EY2159'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2159'SMALL 1966, SET IN THE TOP OF A PRECAST MARKER, THE TOP OF EY2159'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EY2159' EY2159'MARK IS EY2159' EY2159'52.1 FT NNW OF W END OF E LARGE TRAFFIC ISLE AT INTERSECTION EY2159'OF U.S. 264 AND PA. AVE. EY2159' EY2159'58.4 FT NNW OF PP IN LARGE ISLAND ON U.S. 264 WITH ALUMINUM EY2159'REF. TAG EY2159' EY2159'90.3 FT SSE OF PP WITH ALUMINUM REF. TAG AT ELEVENTH ST. EY2159' EY2159'21.2 FT S OF STOP SIGN WITH ALUMINUM REF. TAG AT Y EY2159'INTERSECTION OF HIGHLAND ST. AND U.S. 264 EY2159' EY2159'22.5 FT S OF 30 INCH DRAIN UNDER HIGHLAND ST., E. END EY2159' EY2159'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2159 EY2159 STATION RECOVERY (1983) EY2159 EY2159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2159'SEARCHED FOR BUT NOT FOUND. AN INVERSE FROM STATION--HUDNELL--PLACES EY2159'THE MARK UNDER THE PAVEMENT. IT SHOULD BE CONSIDERED LOST. EY2159 EY2159 STATION RECOVERY (2003) EY2159 EY2159'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EY2159'MARK NOT FOUND. EY2159 EY2159 STATION RECOVERY (2004) EY2159 EY2159'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2159'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4037 *********************************************************************** EY4037 DESIGNATION - SMAW EY4037 PID - EY4037 EY4037 STATE/COUNTY- NC/BEAUFORT EY4037 USGS QUAD - BUNYAN (1974) EY4037 EY4037 *CURRENT SURVEY CONTROL EY4037 ___________________________________________________________________ EY4037* NAD 83(1986)- 35 32 45.17481(N) 076 59 54.35312(W) ADJUSTED EY4037* NAVD 88 - 11.1 (meters) 36. (feet) H LEVEL EY4037 ___________________________________________________________________ EY4037 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY4037 GEOID HEIGHT- -36.69 (meters) GEOID03 EY4037 EY4037 HORZ ORDER - FIRST EY4037 EY4037.The North Carolina HARNS have been completed but, EY4037.due to contractual restrictions, coordinates for these stations EY4037.will NOT be published in the near future. In the interim, the EY4037.published coordinates in North Carolina will not be EY4037.consistent with the Continuously Operating Reference Stations EY4037.(CORS). The HARN coordinates for these stations are available EY4037.upon request. Contact Gary Thompson(919-733-3836). EY4037. EY4037.In addition, the published North Carolina positions EY4037.(NAD 83 (1986)) are NOT consistent with those determined in EY4037.adjacent state readjustments. The discontinuity between stations EY4037.located in North Carolina and those in adjacent states EY4037.which have been adjusted to the HARN may be as much as 5 EY4037.decimeters. This will result in a significant loss of accuracy EY4037.over lines crossing such state borders. EY4037 EY4037 EY4037.The horizontal coordinates were established by classical geodetic methods EY4037.and adjusted by the National Geodetic Survey in July 1986. EY4037 EY4037.The orthometric height was determined by differential leveling EY4037.between control points not connected to bench marks. EY4037 EY4037.The Laplace correction was computed from DEFLEC99 derived deflections. EY4037 EY4037.The geoid height was determined by GEOID03. EY4037 EY4037; North East Units Scale Factor Converg. EY4037;SPC NC - 201,047.822 791,065.955 MT 0.99988572 +1 09 18.9 EY4037;SPC NC - 659,604.40 2,595,355.55 sFT 0.99988572 +1 09 18.9 EY4037;UTM 18 - 3,935,419.096 318,847.177 MT 1.00000441 -1 09 43.6 EY4037 EY4037! - Elev Factor x Scale Factor = Combined Factor EY4037!SPC NC - 1.00000402 x 0.99988572 = 0.99988974 EY4037!UTM 18 - 1.00000402 x 1.00000441 = 1.00000843 EY4037 EY4037: Primary Azimuth Mark Grid Az EY4037:SPC NC - SMAW RM 3 AZIMUTH 296 30 30.1 EY4037:UTM 18 - SMAW RM 3 AZIMUTH 298 49 32.6 EY4037 EY4037|---------------------------------------------------------------------| EY4037| PID Reference Object Distance Geod. Az | EY4037| dddmmss.s | EY4037| EY5502 SMAW RM 2 55.830 METERS 09336 | EY4037| EY4036 SHERWOOD APPROX. 0.6 KM 1903658.8 | EY4037| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 5.5 KM 2702741.6 | EY4037| EY2166 WASHINGTON BRICK STACK APPROX. 6.7 KM 2790939.6 | EY4037| EY4038 SMAW RM 4 28.117 METERS 28947 | EY4037| EY2160 SMAW RM 3 AZIMUTH 470.248 METERS 2973949.0 | EY4037| EY5501 SMAW RM 1 53.075 METERS 32323 | EY4037|---------------------------------------------------------------------| EY4037 EY4037 SUPERSEDED SURVEY CONTROL EY4037 EY4037 NAD 27 - 35 32 44.58600(N) 076 59 55.53300(W) AD( ) 1 EY4037 NGVD 29 (07/19/86) 11.4 (m) 37. (f) VERT ANG EY4037 EY4037.Superseded values are not recommended for survey control. EY4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4037.See file dsdata.txt to determine how the superseded data were derived. EY4037 EY4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1884735419(NAD 83) EY4037_MARKER: DE = TRAVERSE STATION DISK EY4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4037_STAMPING: SMAW 1931 EY4037_MARK LOGO: NCGS EY4037_MAGNETIC: N = NO MAGNETIC MATERIAL EY4037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4037+STABILITY: SURFACE MOTION EY4037 EY4037 HISTORY - Date Condition Report By EY4037 HISTORY - 1931 MONUMENTED CGS EY4037 HISTORY - 1933 GOOD CGS EY4037 HISTORY - 1949 GOOD CGS EY4037 HISTORY - 1954 GOOD CGS EY4037 HISTORY - 1965 GOOD CGS EY4037 HISTORY - 1966 GOOD CGS EY4037 HISTORY - 1966 GOOD CGS EY4037 HISTORY - 1967 GOOD AMS EY4037 HISTORY - 19800101 GOOD NCGS EY4037 EY4037 STATION DESCRIPTION EY4037 EY4037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EY4037'FOUR MILES EAST OF WASHINGTON, ON LAND OF T. E. SMAW. TO EY4037'REACH FROM WASHINGTON, GO EAST 4.0 MILES ON UNITED STATES EY4037'ROUTE 264 (NORTH CAROLINA ROUTE 91) TO SMALL SINCLAIR FILLING EY4037'STATION AND STORE ON SOUTH SIDE OF ROAD AND STATION EY4037'SITE. STATION IS IN GROVE OF TALL PINES, 35.54 METERS EY4037'(116.6 FEET) EAST OF SOUTHEAST CORNER OF FILLING STATION, 15.70 EY4037'METERS (51.5 FEET) SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, EY4037'AND 11.43 METERS (37.5 FEET) SOUTH-SOUTHWEST OF SOUTH HEADWALL EY4037'OF CONCRETE CULVERT. SURFACE AND UNDERGROUND MARKS ARE STANDARD EY4037'DISK STATION MARKS IN CONCRETE. REFERENCE MARKS EY4037'ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS EY4037'6.03 METERS (19.8 FEET) NORTH-NORTHWEST OF CENTER LINE OF EY4037'ROAD, 1 METER (3 FEET) SOUTHEAST OF TELEPHONE POLE, AND 174.15 EY4037'FEET FROM STATION. NO. 2 IS 6 METERS EY4037'(20 FEET) NORTHEAST OF CENTER LINE OF ROAD, 1 METER (3 FEET) EY4037'SOUTHEAST OF TELEPHONE POLE, AND 183.15 FEET FROM STATION. EY4037'NO. 3 IS 14 METERS (46 EY4037'FEET) NORTH-NORTHEAST OF CENTER LINE OF ROAD, 1 METER (3 FEET) EY4037'SOUTH OF FENCE LINE, 16 METERS (52 FEET) SOUTH OF SOUTHEAST EY4037'CORNER OF SMALL FILLING STATION ON NORTH SIDE OF ROAD, 15 EY4037'METERS (49 FEET) SOUTHWEST OF 30-INCH PINE TREE, EY4037'APPROXIMATELY ONE-FOURTH MILE FROM STATION. EY4037 EY4037 STATION RECOVERY (1949) EY4037 EY4037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY4037'LOCATED 3.5 MILES E ALONG HIGHWAY 264 FROM THE INTERSECTION OF EY4037'HIGHWAY 264 AND MARKET ST. IN THE NORTHERN PART OF WASHINGTON, N.C., EY4037'120.0 FT. ESE OF NE CORNER OF STORE THAT WAS DYNAMITED. IN A GROVE EY4037'OF TALL PINES, 38.0 FT. SSW OF S HEADWALL OF SMALL CONCRETE EY4037'CULVERT, 20.5 FT. W OF A TRIANGULAR BLAZED 14 IN PINE. EY4037' EY4037'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE EY4037'DISKS AS DESCRIBED. EY4037' EY4037'REFERENCE MARK NO. 1 IS 29.3 FT. NNW OF CENTERLINE OF ROAD, EY4037'1 METER (3 FEET) SE OF TELEPHONE POLE, AND 174.15 FT. FROM EY4037'STATION. NO. 2 IS 25.0 FT. NE OF EY4037'CENTERLINE OF ROAD, 1 METER (3 FEET) SE OF TELEPHONE POLE, AND EY4037'183.15 FT. FROM STATION. NO. 3 IS EY4037'42.4 FT. NNE OF CENTERLINE OF HIGHWAY, 6.7 FT. W OF EY4037'CENTERLINE OF DRIVEWAY TO HOUSE, 23.6 FT. S OF SE CORNER OF EY4037'GARAGE OF MIXON SERVICE STATION, 25.3 FT. N OF TELEPHONE POLE EY4037'153. EY4037' EY4037'AZIMUTHS FROM ORIGINAL DESCRIPTION. EY4037 EY4037 STATION RECOVERY (1954) EY4037 EY4037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4037'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO EY4037'BE IN GOOD CONDITION. THE 1949 DESCRIPTION IS ADEQUATE. A EY4037'POWER LINE HAS BEEN CONSTRUCTED CLOSE TO STATION SO REFERENCE EY4037'MARK NO. 4 WAS OCCUPIED AS ECCENTRIC STATION. EY4037' EY4037'1954 OBSERVATIONS TAKEN FROM A TRIPOD. EY4037 EY4037 STATION RECOVERY (1965) EY4037 EY4037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EY4037'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND 3 WERE EY4037'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 4 WAS EY4037'DESTROYED. EY4037' EY4037'THE STATION IS NOT ON U.S. HIGHWAY 264 RIGHT-OF-WAY AS EY4037'DESCRIBED IN 1954. IT IS ON PROPERTY OWNED BY THE SHERWOOD FOREST EY4037'ESTATE. EY4037' EY4037'TRIANGULATION STATION SMAW 2 WAS ESTABLISHED BY THIS PARTY. EY4037' EY4037'NOTE--FOR A COMPLETE NEW DESCRIPTION PERTAINING TO THE MARKS EY4037'MENTIONED ABOVE SEE DESCRIPTION TO SMAW 2 1965. EY4037' EY4037'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SMAW 2 EY4037'1965, DISTANCE BEING (94.898) FT. OR 28.9249 METERS WEST OF EY4037'STATION SMAW 1931. EY4037' EY4037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 4 MILES EAST EY4037'OF WASHINGTON AND 0.35 MILE NORTH OF U.S. HIGHWAY 264. EY4037 EY4037 STATION RECOVERY (1966) EY4037 EY4037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB) EY4037'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND EY4037'TO BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE EY4037'WITH THE FOLLOWING ADDITIONS. STATION IS NOW AT THE INTERSECTION EY4037'OF OLD U.S. HIGHWAY AND A PAVED ROAD LEADING THROUGH SHERWOOD EY4037'FOREST HOUSING DEVELOPMENT AND THE OLD STORE BUILDING HAS BEEN EY4037'REMOVED. EY4037' EY4037'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 264 AND EY4037'17 IN WASHINGTON GO EAST ON U.S. HIGHWAY 264 FOR 4.2 MILES TO EY4037'BRICK GATEWAY AND PAVED ROAD ON LEFT. TURN LEFT AND GO NORTH EY4037'THROUGH HOUSING DEVELOPMENT FOR 0.4 MILE TO OLD U.S. HIGHWAY EY4037'264 AND STATION ON THE LEFT AS DESCRIBED. TO REACH REFERENCE EY4037'MARK NO. 3 (AZIMUTH MARK) FROM STATION GO WEST ON THE HIGHWAY EY4037'FOR 0.25 MILE TO MARK ON RIGHT AS DESCRIBED. EY4037 EY4037 STATION RECOVERY (1966) EY4037 EY4037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY4037'ALL MARKS EXCEPT R.M. 4 RECOVERED IN GOOD CONDITION. EY4037' EY4037'STATION MARK PROJECTS 3 INCHES, IS 57 FEET SOUTHWEST OF THE EY4037'INTERSECTION OF OLD U.S. HIGHWAY 264 AND A PAVED ROAD THROUGH EY4037'SHERWOOD FOREST DEVELOPMENT, 52 FEET SOUTH OF OLD 264, 31 FEET EY4037'WEST OF THE CENTER OF THE DEVELOPMENT ROAD, 18 FEET NORTHWEST EY4037'OF THE NORTHWEST BRICK POST OF GATE TO THE DEVELOPMENT AND EY4037'6 FEET NORTH OF A CAPPED 2-INCH GALVANIZED IRON PIPE THAT EY4037'PROJECTS 1.2 FEET. EY4037' EY4037'RM 1 PROJECTS 3 INCHES, IS 29 FEET NORTH OF THE CENTER OF EY4037'OLD 264, 4 FEET SOUTHEAST OF A TRANSMISSION POLE AN 0.7 FOOT EY4037'SOUTH OF A WIRE FENCE. EY4037' EY4037'RM 2 PROJECTS 1 FOOT, IS 145 FEET EAST OF THE INTERSECTION, EY4037'25 FEET NORTH OF THE CENTER OF OLD 264, 1.9 FEET EAST OF POLE EY4037'NO. 165 AT THE EDGE OF A DITCH. EY4037' EY4037'RM 3 (AZIMUTH MARK) IS FLUSH, 41 FEET NORTH OF THE CENTER OF EY4037'THE HIGHWAY, 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A EY4037'GARAGE AND 5 FEET WEST OF THE CENTER OF A DRIVEWAY. EY4037' EY4037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 264 AND EY4037'17 IN WASHINGTON, GO EAST ON 264 FOR 4.2 MILES TO BRICK GATEWAY AND EY4037'PAVED ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.4 MILE TO OLD EY4037'264 AND THE MARK ON THE LEFT. TO REACH THE AZIMUTH MARK FROM THE EY4037'STATION, GO WEST ON OLD 264 FOR 0.3 MILE TO MARK ON THE RIGHT. EY4037 EY4037 STATION RECOVERY (1967) EY4037 EY4037'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 EY4037'STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED EY4037'SMAW SET IN A 12 IN BY 12 IN CONCRETE MONUMENT PROJECTING EY4037'3 IN ABOVE THE GROUND. EY4037' EY4037'STATION IS LOCATED AT THE INTERSECTION OF NOTINGHAM ST. AND EY4037'OLD BATH ROAD (U.S. 264), APPROXIMATELY 15 FT N OF N END EY4037'OF A BRICK WALL, 51.5 FT SW OF CENTERLINE OF OLD BATH ROAD, AND EY4037'17 FT-2 IN NW OF CENTERLINE OF NOTINGHAM ST. EY4037' EY4037'TO REACH STATION FROM WASHINGTON PROCEED E ON OLD BATH ROAD EY4037'APPROXIMATELY 4 MILES TO STATION SITE ON RIGHT. EY4037' EY4037'R.M. 1 WAS NOT RECOVERED. BELIEVED DESTROYED. EY4037' EY4037'R.M. 2 IS 20 FT NE OF CENTERLINE OF OLD BATH ROAD, 3 FT SE EY4037'OF A TELEPHONE POLE, AND 183.15 FT FROM STATION ON AZIMUTH EY4037'OF 93 DEG 35 MIN. EY4037' EY4037'R.M. 3 WAS NOT RECOVERED. EY4037' EY4037'R.M. 4 WAS NOT RECOVERED. EY4037 EY4037 STATION RECOVERY (1980) EY4037 EY4037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (HAS) EY4037'MARK SHOWED SIGNS OF BEING STRUCK AND WAS RESET. A NEW DESCRIPTION EY4037'FOLLOWS. MARK PROJECTS 5 INCHES ABOVE GROUND. LOCATED 55.4 FT (16.9 M) EY4037'SOUTHWEST OF THE INTERSECTION OF SR 1501 (OLD BATH HIGHWAY) AND SR EY4037'1541, 51.0 FT (15.5 M) SOUTH OF SR 1501, 33.0 FT (10.1 M) WEST OF SR EY4037'1541, 31.7 FT (9.7 M) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND EY4037'A REFERENCE TAG, AND 54.0 FT (16.5 M) NORTH OF THE NORTHEAST CORNER OF EY4037'A 1-STORY DWELLING. REFERENCE MARK NO. 1 IS LOCATED 3.6 FT (1.1 M) EY4037'EAST-SOUTHEAST OF A TELEPHONE POLE (193) WITH A REFERENCE TAG. EY4037'REFERENCE MARK NO. 2 IS LOCATED 24.2 FT (7.4 M) NORTHEAST OF SR 1501, EY4037'AND 2.0 FT (0.6 M) EAST-SOUTHEAST OF A TELEPHONE POLE (195) WITH A EY4037'REFERENCE TAG. REFERENCE MARK NO. 3 IS LOCATED 27.3 FT (8.3 M) EY4037'NORTH-NORTHWEST OF A TELEPHONE POLE WITH A REFERENCE TAG, AND 41.7 FT EY4037'(12.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1501. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4039 *********************************************************************** EY4039 DESIGNATION - SMAW 2 EY4039 PID - EY4039 EY4039 STATE/COUNTY- NC/BEAUFORT EY4039 USGS QUAD - BUNYAN (1974) EY4039 EY4039 *CURRENT SURVEY CONTROL EY4039 ___________________________________________________________________ EY4039* NAD 83(1986)- 35 32 45.48000(N) 076 59 55.43983(W) ADJUSTED EY4039* NAVD 88 - 10.9 (meters) 36. (feet) H LEVEL EY4039 ___________________________________________________________________ EY4039 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY4039 GEOID HEIGHT- -36.69 (meters) GEOID03 EY4039 EY4039 HORZ ORDER - SECOND EY4039 EY4039.The North Carolina HARNS have been completed but, EY4039.due to contractual restrictions, coordinates for these stations EY4039.will NOT be published in the near future. In the interim, the EY4039.published coordinates in North Carolina will not be EY4039.consistent with the Continuously Operating Reference Stations EY4039.(CORS). The HARN coordinates for these stations are available EY4039.upon request. Contact Gary Thompson(919-733-3836). EY4039. EY4039.In addition, the published North Carolina positions EY4039.(NAD 83 (1986)) are NOT consistent with those determined in EY4039.adjacent state readjustments. The discontinuity between stations EY4039.located in North Carolina and those in adjacent states EY4039.which have been adjusted to the HARN may be as much as 5 EY4039.decimeters. This will result in a significant loss of accuracy EY4039.over lines crossing such state borders. EY4039 EY4039 EY4039.The horizontal coordinates were established by classical geodetic methods EY4039.and adjusted by the National Geodetic Survey in July 1998. EY4039 EY4039.The orthometric height was determined by differential leveling EY4039.between control points not connected to bench marks. EY4039 EY4039.The Laplace correction was computed from DEFLEC99 derived deflections. EY4039 EY4039.The geoid height was determined by GEOID03. EY4039 EY4039; North East Units Scale Factor Converg. EY4039;SPC NC - 201,056.674 791,038.401 MT 0.99988573 +1 09 18.3 EY4039;SPC NC - 659,633.44 2,595,265.15 sFT 0.99988573 +1 09 18.3 EY4039;UTM 18 - 3,935,429.056 318,820.001 MT 1.00000453 -1 09 44.3 EY4039 EY4039! - Elev Factor x Scale Factor = Combined Factor EY4039!SPC NC - 1.00000405 x 0.99988573 = 0.99988978 EY4039!UTM 18 - 1.00000405 x 1.00000453 = 1.00000858 EY4039 EY4039: Primary Azimuth Mark Grid Az EY4039:SPC NC - SMAW RM 3 AZIMUTH 297 04 34.6 EY4039:UTM 18 - SMAW RM 3 AZIMUTH 299 23 37.2 EY4039 EY4039|---------------------------------------------------------------------| EY4039| PID Reference Object Distance Geod. Az | EY4039| dddmmss.s | EY4039| EY5502 SMAW RM 2 84.089 METERS 09850 | EY4039| EY4037 SMAW 28.943 METERS 10858 | EY4039| EY4036 SHERWOOD APPROX. 0.6 KM 1874510.9 | EY4039| EY2176 WASHINGTON RAD WRRF CEN MAST APPROX. 7.2 KM 2524914.2 | EY4039| EY2160 SMAW RM 3 AZIMUTH 441.660 METERS 2981352.9 | EY4039| EY5501 SMAW RM 1 33.472 METERS 35239 | EY4039|---------------------------------------------------------------------| EY4039 EY4039 SUPERSEDED SURVEY CONTROL EY4039 EY4039 NAD 83(1986)- 35 32 45.47980(N) 076 59 55.43901(W) AD( ) 1 EY4039 NAD 27 - 35 32 44.89100(N) 076 59 56.61900(W) AD( ) 1 EY4039 NGVD 29 (07/19/86) 11.0 (m) 36. (f) VERT ANG EY4039 EY4039.Superseded values are not recommended for survey control. EY4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4039.See file dsdata.txt to determine how the superseded data were derived. EY4039 EY4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1882035429(NAD 83) EY4039_MARKER: DS = TRIANGULATION STATION DISK EY4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4039_STAMPING: SMAW 2 1965 EY4039_MARK LOGO: CGS EY4039_MAGNETIC: N = NO MAGNETIC MATERIAL EY4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4039+STABILITY: SURFACE MOTION EY4039 EY4039 HISTORY - Date Condition Report By EY4039 HISTORY - 1965 MONUMENTED CGS EY4039 HISTORY - 19830101 GOOD NGS EY4039 EY4039 STATION DESCRIPTION EY4039 EY4039'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY4039'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WASHINGTON AND 0.35 EY4039'MILE NORTH OF U.S. HIGHWAY 264, ON PROPERTY OWNED BY THE SHERWOOD EY4039'FOREST ESTATE. EY4039' EY4039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS EY4039'264 AND 17 AND STATE HIGHWAY 33 IN WASHINGTON, GO EAST-SOUTHEAST EY4039'ON HIGHWAY 264 FOR 3.45 MILES TO A SIDE ROAD ON THE LEFT, SIGN EY4039'SHERWOOD FOREST AND A BRICK GATEWAY ON THE LEFT. TURN EY4039'LEFT, PASS THROUGH THE GATEWAY AND GO NORTH ON A SURFACED ROAD EY4039'FOR 0.35 MILE TO A T-INTERSECTION AND THE STATION ON THE LEFT. EY4039' EY4039'THE STATION MARK IS A STANDARD DISK STAMPED SMAW 2 1965, SET EY4039'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND 8 EY4039'INCHES BELOW THE SURFACE OF THE GROUND. IT IS 126 FEET EY4039'NORTH-NORTHWEST OF THE SURFACED ROAD AND 64 FEET SOUTH-SOUTHWEST EY4039'OF THE CENTER OF THE COUNTY ROAD. EY4039' EY4039'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SMAW NO 1 1931, SET EY4039'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT EY4039'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 29 FEET EY4039'NORTH-NORTHEAST OF THE CENTER OF THE COUNTY ROAD. 4 FEET EY4039'EAST-SOUTHEAST OF A TELEPHONE POLE NUMBERED 193, AND 1 FOOT EY4039'SOUTH-SOUTHWEST OF A FENCE. EY4039' EY4039'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SMAW NO 2 1931, EY4039'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS EY4039'10 INCHES ABOVE THE GROUND. IT IS 25 FEET NORTH-NORTHEAST OF EY4039'THE COUNTY ROAD, 2.3 FEET SOUTH-SOUTHEAST OF A FENCE AND 2 FEET EY4039'EAST-SOUTHEAST OF A TELEPHONE POLE NUMBERED 195. EY4039' EY4039'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED EY4039'SMAW NO 3 1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE EY4039'POST WHICH HAS BEEN HIT AND CHIPPED OFF AND PROJECTS 2 INCHES EY4039'ABOVE THE GROUND. IT IS 41 FEET NORTH-NORTHEAST OF THE CENTER EY4039'OF THE COUNTY ROAD, 26 FEET NORTH-NORTHWEST OF A TELEPHONE POLE EY4039'AND 23.6 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE. EY4039' EY4039'STATION MARK SMAW 1931 IS A STANDARD DISK SET IN THE TOP OF EY4039'A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES EY4039'ABOVE THE GROUND. IT IS 52 FEET SOUTH-SOUTHWEST OF THE COUNTY EY4039'ROAD, 33 FEET NORTH-NORTHWEST OF THE CENTER OF THE SURFACED ROAD EY4039'AND 30.5 FEET SOUTH OF A POWER POLE BLAZED WITH A PAINTED EY4039'TRIANGLE. EY4039' EY4039'SHERWOOD (N.C. GEOD. S.) 1965 IS A NORTH CAROLINA STATE EY4039'GEODETIC SURVEY DISK SET IN THE TOP OF A 6 INCH SQUARE EY4039'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND. IT EY4039'IS 53 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 264, 36 FEET EY4039'SOUTHEAST OF THE CENTER OF A PAVED ROAD AND 24.5 FEET SOUTH OF EY4039'A POWER POLE. EY4039' EY4039'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST EY4039'ON THE COUNTY ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT. EY4039' EY4039'TO REACH THE NORTH CAROLINA GEODETIC SURVEY MARK FROM THE EY4039'STATION, GO SOUTH ON THE PAVED ROAD FOR 0.35 MILE TO U.S. HIGHWAY EY4039'264 AND THE MARK ON THE LEFT. EY4039' EY4039'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS. EY4039 EY4039 STATION RECOVERY (1983) EY4039 EY4039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) EY4039'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST OF WASHINGTON AND 0.6 EY4039'KM (0.35 MI) NORTH OF US HIGHWAY 264 AT THE JUNCTION OF SR 1501 AND EY4039'1541. TO REACH THE STATION FROM THE JUNCTION OF U.S. 264 AND U.S 17 IN EY4039'WEST PART OF WASHINGTON, GO EAST ON U.S 264 FOR 3.5 MILES (5.6 KM) TO EY4039'SR 1541, TURN LEFT AND GO NORTH ON SR 1541 FOR 0.4 MILE (0.6 KM) TO A EY4039'T-INTERSECTION, SR 1501, AND THE STATION IN THE FRONT YARD OF THE EY4039'SECOND HOUSE WEST OF THE INTERSECTION. STATION IS RECESSED 12 CM BELOW EY4039'GROUND. LOCATED 19.26 M (63.19 FT) SOUTH-SOUTHWEST OF THE CENTERLINE EY4039'OF SR 1501, 39.62 M (129.99 FT) NORTH-NORTHWEST OF THE CENTERLINE OF EY4039'SR 1541, AND 12.65 M (41.50 FT) NORTH OF THE NORTHEAST CORNER OF A EY4039'BRICK ONE-STORY HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5501 *********************************************************************** EY5501 DESIGNATION - SMAW RM 1 EY5501 PID - EY5501 EY5501 STATE/COUNTY- NC/BEAUFORT EY5501 USGS QUAD - BUNYAN (1974) EY5501 EY5501 *CURRENT SURVEY CONTROL EY5501 ___________________________________________________________________ EY5501* NAD 83(1986)- 35 32 46.55716(N) 076 59 55.60977(W) ADJUSTED EY5501* NAVD 88 - 11.3 (meters) 37. (feet) VERT ANG EY5501 ___________________________________________________________________ EY5501 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY5501 GEOID HEIGHT- -36.69 (meters) GEOID03 EY5501 EY5501 HORZ ORDER - SECOND EY5501 EY5501.The North Carolina HARNS have been completed but, EY5501.due to contractual restrictions, coordinates for these stations EY5501.will NOT be published in the near future. In the interim, the EY5501.published coordinates in North Carolina will not be EY5501.consistent with the Continuously Operating Reference Stations EY5501.(CORS). The HARN coordinates for these stations are available EY5501.upon request. Contact Gary Thompson(919-733-3836). EY5501. EY5501.In addition, the published North Carolina positions EY5501.(NAD 83 (1986)) are NOT consistent with those determined in EY5501.adjacent state readjustments. The discontinuity between stations EY5501.located in North Carolina and those in adjacent states EY5501.which have been adjusted to the HARN may be as much as 5 EY5501.decimeters. This will result in a significant loss of accuracy EY5501.over lines crossing such state borders. EY5501 EY5501 EY5501.The horizontal coordinates were established by classical geodetic methods EY5501.and adjusted by the National Geodetic Survey in July 1998. EY5501 EY5501.The orthometric height was determined by vertical angle observations. EY5501 EY5501.The Laplace correction was computed from DEFLEC99 derived deflections. EY5501 EY5501.The geoid height was determined by GEOID03. EY5501 EY5501; North East Units Scale Factor Converg. EY5501;SPC NC - 201,089.774 791,033.453 MT 0.99988576 +1 09 18.2 EY5501;SPC NC - 659,742.03 2,595,248.92 sFT 0.99988576 +1 09 18.2 EY5501;UTM 18 - 3,935,462.333 318,816.395 MT 1.00000455 -1 09 44.4 EY5501 EY5501! - Elev Factor x Scale Factor = Combined Factor EY5501!SPC NC - 1.00000398 x 0.99988576 = 0.99988974 EY5501!UTM 18 - 1.00000398 x 1.00000455 = 1.00000853 EY5501 EY5501 SUPERSEDED SURVEY CONTROL EY5501 EY5501.No superseded survey control is available for this station. EY5501 EY5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1881635462(NAD 83) EY5501_MARKER: DR = REFERENCE MARK DISK EY5501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5501_STAMPING: SMAW NO 1 1931 EY5501_MARK LOGO: CGS EY5501_MAGNETIC: N = NO MAGNETIC MATERIAL EY5501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5501+STABILITY: SURFACE MOTION EY5501 EY5501 HISTORY - Date Condition Report By EY5501 HISTORY - 1931 MONUMENTED CGS EY5501 HISTORY - 19850701 GOOD NCGS EY5501 EY5501 STATION DESCRIPTION EY5501 EY5501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EY5501'REFERENCE MARKS 1 AND 3 AND SMAW 2 WERE RECOVERED AS DESCRIBED IN GOOD EY5501'CONDITION. REFERENCE MARK 2 HAS BEEN STRUCK BUT IS SOLID IN THE EY5501'GROUND. THE DIRECTION TO THE REFERENCE MARKS CHECKED WITH THE 1965 EY5501'RECOVERY. STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST OF WASHINGTON EY5501'AND 0.6 KM (0.35 MI) NORTH OF HIGHWAY 264 AT THE JUNCTION OF SR 1501 EY5501'AND 1541. MARK PROJECTS 5 CM ABOVE GROUND. LOCATED 1.10 M (3.61 FT) EY5501'EAST-SOUTHEAST OF TELEPHONE POLE 193, AND 8.84 M (29.00 FT) EY5501'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1501. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5502 *********************************************************************** EY5502 DESIGNATION - SMAW RM 2 EY5502 PID - EY5502 EY5502 STATE/COUNTY- NC/BEAUFORT EY5502 USGS QUAD - BUNYAN (1974) EY5502 EY5502 *CURRENT SURVEY CONTROL EY5502 ___________________________________________________________________ EY5502* NAD 83(1986)- 35 32 45.06124(N) 076 59 52.14098(W) ADJUSTED EY5502* NAVD 88 - 11.3 (meters) 37. (feet) VERT ANG EY5502 ___________________________________________________________________ EY5502 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY5502 GEOID HEIGHT- -36.69 (meters) GEOID03 EY5502 EY5502 HORZ ORDER - SECOND EY5502 EY5502.The North Carolina HARNS have been completed but, EY5502.due to contractual restrictions, coordinates for these stations EY5502.will NOT be published in the near future. In the interim, the EY5502.published coordinates in North Carolina will not be EY5502.consistent with the Continuously Operating Reference Stations EY5502.(CORS). The HARN coordinates for these stations are available EY5502.upon request. Contact Gary Thompson(919-733-3836). EY5502. EY5502.In addition, the published North Carolina positions EY5502.(NAD 83 (1986)) are NOT consistent with those determined in EY5502.adjacent state readjustments. The discontinuity between stations EY5502.located in North Carolina and those in adjacent states EY5502.which have been adjusted to the HARN may be as much as 5 EY5502.decimeters. This will result in a significant loss of accuracy EY5502.over lines crossing such state borders. EY5502 EY5502 EY5502.The horizontal coordinates were established by classical geodetic methods EY5502.and adjusted by the National Geodetic Survey in July 1998. EY5502 EY5502.The orthometric height was determined by vertical angle observations. EY5502 EY5502.The Laplace correction was computed from DEFLEC99 derived deflections. EY5502 EY5502.The geoid height was determined by GEOID03. EY5502 EY5502; North East Units Scale Factor Converg. EY5502;SPC NC - 201,045.447 791,121.728 MT 0.99988572 +1 09 20.2 EY5502;SPC NC - 659,596.60 2,595,538.54 sFT 0.99988572 +1 09 20.2 EY5502;UTM 18 - 3,935,414.467 318,902.815 MT 1.00000416 -1 09 42.3 EY5502 EY5502! - Elev Factor x Scale Factor = Combined Factor EY5502!SPC NC - 1.00000399 x 0.99988572 = 0.99988971 EY5502!UTM 18 - 1.00000399 x 1.00000416 = 1.00000815 EY5502 EY5502 SUPERSEDED SURVEY CONTROL EY5502 EY5502.No superseded survey control is available for this station. EY5502 EY5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1890335414(NAD 83) EY5502_MARKER: DR = REFERENCE MARK DISK EY5502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5502_STAMPING: SMAW NO 2 1931 EY5502_MARK LOGO: CGS EY5502_MAGNETIC: N = NO MAGNETIC MATERIAL EY5502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5502+STABILITY: SURFACE MOTION EY5502 EY5502 HISTORY - Date Condition Report By EY5502 HISTORY - 1931 MONUMENTED CGS EY5502 HISTORY - 19850701 SEE DESCRIPTION NCGS EY5502 HISTORY - 20040625 MARK NOT FOUND USPSQD EY5502 EY5502 STATION DESCRIPTION EY5502 EY5502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EY5502'MARK HAS PROBABLY BEEN DESTROYED. EY5502 EY5502 STATION RECOVERY (2004) EY5502 EY5502'RECOVERY NOTE BY US POWER SQUADRON 2004 EY5502'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2160 *********************************************************************** EY2160 DESIGNATION - SMAW RM 3 AZIMUTH EY2160 PID - EY2160 EY2160 STATE/COUNTY- NC/BEAUFORT EY2160 USGS QUAD - WASHINGTON (1983) EY2160 EY2160 *CURRENT SURVEY CONTROL EY2160 ___________________________________________________________________ EY2160* NAD 83(1986)- 35 32 52.25851(N) 077 00 10.88874(W) ADJUSTED EY2160* NAVD 88 - 11.4 (meters) 37. (feet) VERT ANG EY2160 ___________________________________________________________________ EY2160 LAPLACE CORR- -2.05 (seconds) DEFLEC99 EY2160 GEOID HEIGHT- -36.69 (meters) GEOID03 EY2160 EY2160 HORZ ORDER - SECOND EY2160 EY2160.The North Carolina HARNS have been completed but, EY2160.due to contractual restrictions, coordinates for these stations EY2160.will NOT be published in the near future. In the interim, the EY2160.published coordinates in North Carolina will not be EY2160.consistent with the Continuously Operating Reference Stations EY2160.(CORS). The HARN coordinates for these stations are available EY2160.upon request. Contact Gary Thompson(919-733-3836). EY2160. EY2160.In addition, the published North Carolina positions EY2160.(NAD 83 (1986)) are NOT consistent with those determined in EY2160.adjacent state readjustments. The discontinuity between stations EY2160.located in North Carolina and those in adjacent states EY2160.which have been adjusted to the HARN may be as much as 5 EY2160.decimeters. This will result in a significant loss of accuracy EY2160.over lines crossing such state borders. EY2160 EY2160 EY2160.The horizontal coordinates were established by classical geodetic methods EY2160.and adjusted by the National Geodetic Survey in July 1998. EY2160 EY2160.The orthometric height was determined by vertical angle observations. EY2160 EY2160.The Laplace correction was computed from DEFLEC99 derived deflections. EY2160 EY2160.The geoid height was determined by GEOID03. EY2160 EY2160; North East Units Scale Factor Converg. EY2160;SPC NC - 201,257.684 790,645.192 MT 0.99988590 +1 09 09.3 EY2160;SPC NC - 660,292.92 2,593,975.10 sFT 0.99988590 +1 09 09.3 EY2160;UTM 18 - 3,935,645.827 318,435.196 MT 1.00000625 -1 09 53.4 EY2160 EY2160! - Elev Factor x Scale Factor = Combined Factor EY2160!SPC NC - 1.00000397 x 0.99988590 = 0.99988987 EY2160!UTM 18 - 1.00000397 x 1.00000625 = 1.00001022 EY2160 EY2160 SUPERSEDED SURVEY CONTROL EY2160 EY2160 NAD 83(1986)- 35 32 52.25873(N) 077 00 10.88753(W) AD( ) 2 EY2160 NAD 27 - 35 32 51.67038(N) 077 00 12.06676(W) AD( ) 2 EY2160 NGVD 29 (07/19/86) 11.8 (m) 39. (f) VERT ANG EY2160 EY2160.Superseded values are not recommended for survey control. EY2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2160.See file dsdata.txt to determine how the superseded data were derived. EY2160 EY2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1843535646(NAD 83) EY2160_MARKER: DR = REFERENCE MARK DISK EY2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2160_STAMPING: SMAW NO 3 1931 EY2160_MARK LOGO: CGS EY2160_MAGNETIC: N = NO MAGNETIC MATERIAL EY2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2160+STABILITY: SURFACE MOTION EY2160 EY2160 HISTORY - Date Condition Report By EY2160 HISTORY - 1931 MONUMENTED CGS EY2160 HISTORY - 19850701 GOOD NCGS EY2160 EY2160 STATION DESCRIPTION EY2160 EY2160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EY2160'REFERENCE MARKS 1 AND 3 AND SMAW 2 WERE RECOVERED AS DESCRIBED IN GOOD EY2160'CONDITION. LOCATED 42 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF SR EY2160'1501, 23.6 FT (7.2 M) SOUTH OF THE CORNER OF A GARAGE, 25.5 FT (7.8 M) EY2160'NORTH-NORTHWEST OF 2 TELEPHONE PEDESTALS, 3.3 FT (1.0 M) EAST OF A EY2160'WATER METER, AND 27.5 FT (8.4 M) NORTH-NORTHWEST OF A TELEPHONE POLE EY2160'WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4038 *********************************************************************** EY4038 DESIGNATION - SMAW RM 4 EY4038 PID - EY4038 EY4038 STATE/COUNTY- NC/BEAUFORT EY4038 USGS QUAD - BUNYAN (1974) EY4038 EY4038 *CURRENT SURVEY CONTROL EY4038 ___________________________________________________________________ EY4038* NAD 83(1986)- 35 32 45.48360(N) 076 59 55.40350(W) ADJUSTED EY4038* NAVD 88 - 11. (meters) 36. (feet) SCALED EY4038 ___________________________________________________________________ EY4038 LAPLACE CORR- -2.04 (seconds) DEFLEC99 EY4038 GEOID HEIGHT- -36.69 (meters) GEOID03 EY4038 EY4038 HORZ ORDER - SECOND EY4038 EY4038.The North Carolina HARNS have been completed but, EY4038.due to contractual restrictions, coordinates for these stations EY4038.will NOT be published in the near future. In the interim, the EY4038.published coordinates in North Carolina will not be EY4038.consistent with the Continuously Operating Reference Stations EY4038.(CORS). The HARN coordinates for these stations are available EY4038.upon request. Contact Gary Thompson(919-733-3836). EY4038. EY4038.In addition, the published North Carolina positions EY4038.(NAD 83 (1986)) are NOT consistent with those determined in EY4038.adjacent state readjustments. The discontinuity between stations EY4038.located in North Carolina and those in adjacent states EY4038.which have been adjusted to the HARN may be as much as 5 EY4038.decimeters. This will result in a significant loss of accuracy EY4038.over lines crossing such state borders. EY4038 EY4038 EY4038.The horizontal coordinates were established by classical geodetic methods EY4038.and adjusted by the National Geodetic Survey in July 1986. EY4038 EY4038.The orthometric height was scaled from a topographic map. EY4038 EY4038.The Laplace correction was computed from DEFLEC99 derived deflections. EY4038 EY4038.The geoid height was determined by GEOID03. EY4038 EY4038; North East Units Scale Factor Converg. EY4038;SPC NC - 201,056.803 791,039.314 MT 0.99988573 +1 09 18.3 EY4038;SPC NC - 659,633.86 2,595,268.15 sFT 0.99988573 +1 09 18.3 EY4038;UTM 18 - 3,935,429.148 318,820.919 MT 1.00000453 -1 09 44.2 EY4038 EY4038! - Elev Factor x Scale Factor = Combined Factor EY4038!SPC NC - 1.00000408 x 0.99988573 = 0.99988981 EY4038!UTM 18 - 1.00000408 x 1.00000453 = 1.00000861 EY4038 EY4038: Primary Azimuth Mark Grid Az EY4038:SPC NC - SMAW RM 3 AZIMUTH 297 00 27.2 EY4038:UTM 18 - SMAW RM 3 AZIMUTH 299 19 29.7 EY4038 EY4038|---------------------------------------------------------------------| EY4038| PID Reference Object Distance Geod. Az | EY4038| dddmmss.s | EY4038| EY5502 SMAW RM 2 83.202 METERS 09900 | EY4038| EY4030 EVERETT FOREST SERVICE LOT APPROX.12.8 KM 1004244.1 | EY4038| EY4037 SMAW 28.117 METERS 10947 | EY4038| EY2178 WASHINGTON RAD WRRF S MAST APPROX. 7.2 KM 2523017.9 | EY4038| EY2176 WASHINGTON RAD WRRF CEN MAST APPROX. 7.2 KM 2524918.9 | EY4038| EY2177 WASHINGTON RAD WRRF N MAST APPROX. 7.3 KM 2530802.1 | EY4038| EY2179 WASHINGTON RADIO STA WHED MAST APPROX. 6.3 KM 2585739.8 | EY4038| EY2160 SMAW RM 3 AZIMUTH 442.414 METERS 2980945.5 | EY4038| EY5501 SMAW RM 1 33.492 METERS 35105 | EY4038|---------------------------------------------------------------------| EY4038 EY4038 SUPERSEDED SURVEY CONTROL EY4038 EY4038 NAD 27 - 35 32 44.89500(N) 076 59 56.58300(W) AD( ) 2 EY4038 EY4038.Superseded values are not recommended for survey control. EY4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4038.See file dsdata.txt to determine how the superseded data were derived. EY4038 EY4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1882135429(NAD 83) EY4038_MARKER: DR = REFERENCE MARK DISK EY4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4038 EY4038 HISTORY - Date Condition Report By EY4038 HISTORY - 1954 MONUMENTED CGS EY4038 HISTORY - 1966 GOOD CGS EY4038 EY4038 STATION DESCRIPTION EY4038 EY4038'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4038'STATION IS LOCATED ABOUT 4 MILES EAST OF WASHINGTON ALONG RIGHT EY4038'OF WAY OF U.S. HIGHWAY 264. STATION IS 62 FEET SOUTHEAST OF EY4038'THE CENTERLINE OF HIGHWAY AND 28 FEET EAST OF THE NORTHEAST EY4038'CORNER OF OLD STORE BUILDING. THE MARK PROJECTS ABOUT 4 INCHES EY4038'AND THE DISK IS STAMPED SMAW NO 4 1931. EY4038' EY4038'REFERENCE MARK NO. 1 IS 28 FEET NORTH NORTHWEST OF THE EY4038'CENTERLINE OF HIGHWAY AND 4 FEET SOUTHEAST OF TELEPHONE EY4038'POLE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EY4038'SMAW NO 1 1931. EY4038' EY4038'REFERENCE MARK NO. 2 IS 25 FEET NORTH NORTHWEST OF THE CENTERLINE EY4038'OF HIGHWAY, 4 FEET SOUTHEAST OF TELEPHONE POLE AND 2 FEET SOUTH EY4038'OF FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EY4038'SMAW NO 2 1931. EY4038' EY4038'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 41 FEET NORTH OF THE EY4038'CENTERLINE OF HIGHWAY, 24 FEET SOUTHEAST OF THE SOUTHEAST EY4038'CORNER OF GARAGE AND 5 FEET WEST OF THE CENTER OF EY4038'DRIVEWAY. THE MARK IS FLUSH WITH THE GROUND AND THE DISK EY4038'IS STAMPED SMAW NO 3 1931. EY4038' EY4038'TO REACH FROM THE POST OFFICE IN WASHINGTON GO NORTH ON EY4038'MARKET STREET FOR ABOUT 0.25 MILE TO JUNCTION WITH U.S. HIGHWAY EY4038'264. TURN RIGHT AND GO EASTERLY ON U.S. HIGHWAY 264 FOR 3.2 EY4038'MILES TO SERVICE STATION AND REFERENCE MARK NO. 3 ON LEFT AS EY4038'DESCRIBED. CONTINUE ON HIGHWAY FOR 0.25 MILE TO STATION ON EY4038'RIGHT AS DESCRIBED. EY4038' EY4038'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY4038 EY4038 STATION RECOVERY (1966) EY4038 EY4038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB) EY4038'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND EY4038'TO BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE EY4038'EXCEPT STATION IS NOW AT THE INTERSECTION OF OLD U.S. HIGHWAY EY4038'264 AND A PAVED ROAD THROUGH SHERWOOD FOREST HOUSING DEVELOPMENT EY4038'AND THE OLD STORE BUILDING HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3537 *********************************************************************** EY3537 DESIGNATION - SNODE EY3537 PID - EY3537 EY3537 STATE/COUNTY- NC/BEAUFORT EY3537 USGS QUAD - SOUTH CREEK (1993) EY3537 EY3537 *CURRENT SURVEY CONTROL EY3537 ___________________________________________________________________ EY3537* NAD 83(1986)- 35 18 01.92738(N) 076 39 04.52564(W) ADJUSTED EY3537* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3537 ___________________________________________________________________ EY3537 LAPLACE CORR- -0.57 (seconds) DEFLEC99 EY3537 GEOID HEIGHT- -37.31 (meters) GEOID03 EY3537 EY3537 HORZ ORDER - SECOND EY3537 EY3537.The North Carolina HARNS have been completed but, EY3537.due to contractual restrictions, coordinates for these stations EY3537.will NOT be published in the near future. In the interim, the EY3537.published coordinates in North Carolina will not be EY3537.consistent with the Continuously Operating Reference Stations EY3537.(CORS). The HARN coordinates for these stations are available EY3537.upon request. Contact Gary Thompson(919-733-3836). EY3537. EY3537.In addition, the published North Carolina positions EY3537.(NAD 83 (1986)) are NOT consistent with those determined in EY3537.adjacent state readjustments. The discontinuity between stations EY3537.located in North Carolina and those in adjacent states EY3537.which have been adjusted to the HARN may be as much as 5 EY3537.decimeters. This will result in a significant loss of accuracy EY3537.over lines crossing such state borders. EY3537 EY3537 EY3537.The horizontal coordinates were established by classical geodetic methods EY3537.and adjusted by the National Geodetic Survey in July 1986. EY3537 EY3537.The orthometric height was scaled from a topographic map. EY3537 EY3537.The Laplace correction was computed from DEFLEC99 derived deflections. EY3537 EY3537.The geoid height was determined by GEOID03. EY3537 EY3537; North East Units Scale Factor Converg. EY3537;SPC NC - 174,527.638 823,179.684 MT 0.99987295 +1 21 20.2 EY3537;SPC NC - 572,596.09 2,700,715.35 sFT 0.99987295 +1 21 20.2 EY3537;UTM 18 - 3,907,622.493 349,866.096 MT 0.99987778 -0 57 15.8 EY3537 EY3537! - Elev Factor x Scale Factor = Combined Factor EY3537!SPC NC - 1.00000575 x 0.99987295 = 0.99987870 EY3537!UTM 18 - 1.00000575 x 0.99987778 = 0.99988353 EY3537 EY3537: Primary Azimuth Mark Grid Az EY3537:SPC NC - SPRING CREEK 001 12 01.9 EY3537:UTM 18 - SPRING CREEK 003 30 37.9 EY3537 EY3537|---------------------------------------------------------------------| EY3537| PID Reference Object Distance Geod. Az | EY3537| dddmmss.s | EY3537| EY3539 SPRING CREEK APPROX. 2.8 KM 0023322.1 | EY3537| EY5507 SNODE RM 2 33.656 METERS 01600 | EY3537| EY5506 SNODE RM 1 0290100.1 | EY3537| EY3477 BEACON 37 APPROX. 3.9 KM 1172824.7 | EY3537| EY3478 BEACON 39 APPROX. 5.6 KM 1251748.9 | EY3537| EY5508 SNODE RM 3 30.873 METERS 24558 | EY3537|---------------------------------------------------------------------| EY3537 EY3537 SUPERSEDED SURVEY CONTROL EY3537 EY3537 NAD 27 - 35 18 01.31300(N) 076 39 05.78000(W) AD( ) 2 EY3537 EY3537.Superseded values are not recommended for survey control. EY3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3537.See file dsdata.txt to determine how the superseded data were derived. EY3537 EY3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4986607622(NAD 83) EY3537_MARKER: DS = TRIANGULATION STATION DISK EY3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3537 EY3537 HISTORY - Date Condition Report By EY3537 HISTORY - 1935 MONUMENTED CGS EY3537 HISTORY - 1948 GOOD CGS EY3537 EY3537 STATION DESCRIPTION EY3537 EY3537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3537'STATION IS NEAR THE HEAD OF SNODE CREEK, IN THE SNODE CREEK EY3537'COMMUNITY, ABOUT 65 METERS S OF THE BRIDGE ACROSS THE CREEK EY3537'ON THE E SIDE OF THE ROAD, ABOUT 8 METERS SE OF THE ROAD IN A EY3537'SMALL CLUMP OF PINES. EY3537' EY3537'SURFACE, UNDGERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE EY3537'DISKS SET IN CONCRETE AS DESCRIBED. EY3537' EY3537'REFERENCE MARK NO. 1, (AZIMUTH MARK), IS NE OF THE STATION EY3537'ON THE E SIDE OF THE ROAD, ABOUT 1 METER FROM THE EDGE OF EY3537'THE ROAD, AND ABOUT 225 METERS FROM THE STATION. EY3537' EY3537'REFERENCE MARK NO. 2 IS NE OF THE STATION. EY3537' EY3537'REFERENCE MARK NO. 3 IS W OF THE STATION. EY3537' EY3537'TO REACH FROM WASHINGTON FOLLOW U.S. HIGHWAY 17 S 3 MILES EY3537'TO CHOCOWINITY AND TURN LEFT ON ROUTE 33. FOLLOW ROUTE 33 EY3537'TO AURORA, SET 0.0 MILE AT THE BRIDGE ACROSS SOUTH CREEK, EY3537'AT 0.2 MILE TURN RIGHT, AT 0.6 MILE TAKE LEFT AT SIGN CAMPBELLS EY3537'CREEK 4-1/2 MILES, AT 5.1 MILES TAKE LEFT AT L.F. JONES EY3537'STORE, AND AT 7.6 MILES REACH SNODE CREEK AND STATION ON RIGHT. EY3537' EY3537'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY3537 EY3537 STATION RECOVERY (1948) EY3537 EY3537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3537'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. THE EY3537'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-- EY3537' EY3537'CHANGE 225 METERS TO 233.02 METERS. EY3537' EY3537'CHANGE NO. 2 IS NE TO NO. 2 IS N. 20 DEG E. FROM STATION AND EY3537'21.6 FEET E OF THE CENTER LINE OF ROAD. EY3537' EY3537'CHANGE NO. 3 IS W TO NO. 3 IS S. 70 DEG W. FROM STATION AND EY3537'23 FEET W OF CENTER LINE OF ROAD. EY3537' EY3537'DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND FOUND EY3537'CORRECT EXCEPT THE APPROXIMATE DISTANCE TO R.M. 1 WHICH IS EY3537'233.02 METERS AND NOT ABOUT 225 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2192 *********************************************************************** EY2192 DESIGNATION - SOFT EY2192 PID - EY2192 EY2192 STATE/COUNTY- NC/BEAUFORT EY2192 USGS QUAD - WASHINGTON (1983) EY2192 EY2192 *CURRENT SURVEY CONTROL EY2192 ___________________________________________________________________ EY2192* NAD 83(1986)- 35 31 48.11473(N) 077 03 07.99469(W) ADJUSTED EY2192* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2192 ___________________________________________________________________ EY2192 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2192 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2192 EY2192 HORZ ORDER - THIRD EY2192 EY2192.The North Carolina HARNS have been completed but, EY2192.due to contractual restrictions, coordinates for these stations EY2192.will NOT be published in the near future. In the interim, the EY2192.published coordinates in North Carolina will not be EY2192.consistent with the Continuously Operating Reference Stations EY2192.(CORS). The HARN coordinates for these stations are available EY2192.upon request. Contact Gary Thompson(919-733-3836). EY2192. EY2192.In addition, the published North Carolina positions EY2192.(NAD 83 (1986)) are NOT consistent with those determined in EY2192.adjacent state readjustments. The discontinuity between stations EY2192.located in North Carolina and those in adjacent states EY2192.which have been adjusted to the HARN may be as much as 5 EY2192.decimeters. This will result in a significant loss of accuracy EY2192.over lines crossing such state borders. EY2192 EY2192 EY2192.The horizontal coordinates were established by classical geodetic methods EY2192.and adjusted by the National Geodetic Survey in July 1986. EY2192 EY2192.The orthometric height was scaled from a topographic map. EY2192 EY2192.The Laplace correction was computed from DEFLEC99 derived deflections. EY2192 EY2192.The geoid height was determined by GEOID03. EY2192 EY2192; North East Units Scale Factor Converg. EY2192;SPC NC - 199,192.791 786,224.480 MT 0.99988435 +1 07 27.1 EY2192;SPC NC - 653,518.35 2,579,471.48 sFT 0.99988435 +1 07 27.1 EY2192;UTM 18 - 3,933,761.119 313,934.017 MT 1.00002665 -1 11 34.6 EY2192 EY2192! - Elev Factor x Scale Factor = Combined Factor EY2192!SPC NC - 1.00000581 x 0.99988435 = 0.99989015 EY2192!UTM 18 - 1.00000581 x 1.00002665 = 1.00003246 EY2192 EY2192: Primary Azimuth Mark Grid Az EY2192:SPC NC - SWITCH 031 20 09.9 EY2192:UTM 18 - SWITCH 033 39 11.6 EY2192 EY2192|---------------------------------------------------------------------| EY2192| PID Reference Object Distance Geod. Az | EY2192| dddmmss.s | EY2192| EY2174 WASHINGTON NS RR BRIDGE CEN APPROX. 0.7 KM 0065137.8 | EY2192| EY2180 WASHINGTON WEA BUREAU TOWER APPROX. 1.0 KM 0304930.9 | EY2192| EY2162 SWITCH APPROX. 0.9 KM 0322737.0 | EY2192| EY2099 BEACON LIGHT 378.980 METERS 07025 | EY2192| EY2181 WATER TANK APPROX. 2.3 KM 0991521.5 | EY2192| EY2190 RODMAN POINT SHOAL BEACON APPROX. 1.4 KM 1142711.6 | EY2192| EY4654 SOFT RM 1 21.350 METERS 17837 | EY2192| EY4655 SOFT RM 2 22.055 METERS 26455 | EY2192| EY2163 TEMP APPROX. 0.6 KM 3134929.2 | EY2192| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 1.9 KM 3402605.1 | EY2192|---------------------------------------------------------------------| EY2192 EY2192 SUPERSEDED SURVEY CONTROL EY2192 EY2192 NAD 27 - 35 31 47.52900(N) 077 03 09.16400(W) AD( ) 3 EY2192 EY2192.Superseded values are not recommended for survey control. EY2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2192.See file dsdata.txt to determine how the superseded data were derived. EY2192 EY2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1393433761(NAD 83) EY2192_MARKER: DS = TRIANGULATION STATION DISK EY2192_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2192_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2192 EY2192 HISTORY - Date Condition Report By EY2192 HISTORY - 1933 MONUMENTED CGS EY2192 HISTORY - 1948 GOOD CGS EY2192 EY2192 STATION DESCRIPTION EY2192 EY2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2192'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON POINT WHERE EY2192'OLD STATION STUMP WAS LOCATED, ON THE POINT FARTHEST OUT IN EY2192'THE RIVER, OPPOSITE MOUTH OF RUNYON CREEK, AND ALMOST DUE S EY2192'OF THE NORFOLK SOUTHERN RAILROAD DRAWBRIDGE, 300 METERS UPSTREAM EY2192'FROM MOUTH OF RODMAN CREEK, IN LOW, MARSHY GROUND. THE EY2192'STATION IS ABOUT 4-1/2 METERS FROM SHORE LINE, 6.56 METERS EY2192'FROM 3-FOOT HIGH TRIANGULAR BLAZE IN CYPRESS IN RANGE WITH EY2192'TANK IN WASHINGTON, AND 4.53 METERS FROM 6-FOOT HIGH EY2192'TRIANGULAR BLAZE ON ANOTHER CYPRESS, THE TWO BLAZES BEING 2.68 EY2192'METERS APART. EY2192' EY2192'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY2192'IN THE TOPS OF TILES. EY2192' EY2192'REFERENCE MARK NO.1 IS IN A 6-INCH TILE, BELL UP, 10.70 METERS EY2192'FROM SQUARE BLAZE IN NEAREST OF THREE TREES, AND 9.96 METERS EY2192'FROM SQUARE BLAZE IN 14-INCH CYPRESS, THE BLAZES BEING 4.31 EY2192'METERS APART. EY2192' EY2192'REFERENCE MARK NO.2 IS IN A 6-INCH TILE, BELL DOWN, 2.12 EY2192'METERS FROM SQUARE BLAZE IN CYPRESS. EY2192' EY2192'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS. EY2192 EY2192 STATION RECOVERY (1948) EY2192 EY2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2192'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, EY2192'BUT PROJECT ONLY ABOUT 1 INCH ABOVE THE GROUND. THE PUBLISHED EY2192'DESCRIPTION IS OBSOLETE. NEW DESCRIPTION FOLLOWS-- EY2192' EY2192'STATION IS LOCATED ON THE S SIDE OF THE PAMLICO RIVER, ON THE EY2192'POINT FARTHEST OUT IN THE RIVER, OPPOSITE THE MOUTH OF RUNYAN EY2192'CREEK, ALMOST DUE S OF NORFOLK SOUTHERN RAILROAD DRAWBRIDGE, EY2192'300 METERS UPSTREAM FROM THE MOUTH OF RODMAN CREEK, IN LOW, EY2192'MARSHY GROUND. THE STATION IS ABOUT 3 METERS FROM SHORELINE, EY2192'AND 4.43 METERS FROM A TRIANGULAR BLAZE ON A 16-INCH EY2192'CYPRESS. RANGE FORMED BY BLAZED CYPRESS AND WASHINGTON WATER EY2192'TANK PASSES 1 FOOT DOWNSTREAM FROM THE STATION. 4.30 METERS EY2192'UPSTREAM FROM BLAZED CYPRESS IS A DEAD CYPRESS ALSO CARRYING EY2192'A TRIANGULAR BLAZE. THIS DEAD CYPRESS IS 6.56 METERS FROM EY2192'THE STATION. EY2192' EY2192'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, IN THE EY2192'TOP OF A TILE. EY2192' EY2192'REFERENCE MARK 1 IS IN A 6-INCH TILE, BELL UP, 10.70 METERS EY2192'SE OF A SQUARE BLAZE IN THE NEAREST OF THREE TREES, AND 9.96 EY2192'METERS FROM SQUARE BLAZE IN A 16-INCH CYPRESS. THE BLAZES BEING EY2192'2.66 METERS APART. IT IS A BRONZE REFERENCE DISK. EY2192' EY2192'REFERENCE MARK 2 IS IN A 6-INCH TILE, THE BELL DOWN, 2.12 EY2192'METERS FROM SQUARE BLAZE IN CYPRESS WHICH IS SW OF THE EY2192'STATION. IT IS A BRONZE REFERENCE DISK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3538 *********************************************************************** EY3538 DESIGNATION - SOUTH EY3538 PID - EY3538 EY3538 STATE/COUNTY- NC/BEAUFORT EY3538 USGS QUAD - SOUTH CREEK (1993) EY3538 EY3538 *CURRENT SURVEY CONTROL EY3538 ___________________________________________________________________ EY3538* NAD 83(1986)- 35 20 59.89599(N) 076 42 33.11302(W) ADJUSTED EY3538* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3538 ___________________________________________________________________ EY3538 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3538 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3538 EY3538 HORZ ORDER - THIRD EY3538 EY3538.The North Carolina HARNS have been completed but, EY3538.due to contractual restrictions, coordinates for these stations EY3538.will NOT be published in the near future. In the interim, the EY3538.published coordinates in North Carolina will not be EY3538.consistent with the Continuously Operating Reference Stations EY3538.(CORS). The HARN coordinates for these stations are available EY3538.upon request. Contact Gary Thompson(919-733-3836). EY3538. EY3538.In addition, the published North Carolina positions EY3538.(NAD 83 (1986)) are NOT consistent with those determined in EY3538.adjacent state readjustments. The discontinuity between stations EY3538.located in North Carolina and those in adjacent states EY3538.which have been adjusted to the HARN may be as much as 5 EY3538.decimeters. This will result in a significant loss of accuracy EY3538.over lines crossing such state borders. EY3538 EY3538 EY3538.The horizontal coordinates were established by classical geodetic methods EY3538.and adjusted by the National Geodetic Survey in July 1986. EY3538 EY3538.The orthometric height was scaled from a topographic map. EY3538 EY3538.The Laplace correction was computed from DEFLEC99 derived deflections. EY3538 EY3538.The geoid height was determined by GEOID03. EY3538 EY3538; North East Units Scale Factor Converg. EY3538;SPC NC - 179,887.084 817,785.341 MT 0.99987405 +1 19 19.9 EY3538;SPC NC - 590,179.54 2,683,017.41 sFT 0.99987405 +1 19 19.9 EY3538;UTM 18 - 3,913,195.145 344,692.145 MT 0.99989726 -0 59 20.7 EY3538 EY3538! - Elev Factor x Scale Factor = Combined Factor EY3538!SPC NC - 1.00000574 x 0.99987405 = 0.99987979 EY3538!UTM 18 - 1.00000574 x 0.99989726 = 0.99990300 EY3538 EY3538 SUPERSEDED SURVEY CONTROL EY3538 EY3538 NAD 27 - 35 20 59.29600(N) 076 42 34.35800(W) AD( ) 3 EY3538 EY3538.Superseded values are not recommended for survey control. EY3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3538.See file dsdata.txt to determine how the superseded data were derived. EY3538 EY3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4469213195(NAD 83) EY3538_MARKER: DS = TRIANGULATION STATION DISK EY3538_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY3538_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3538_MARK LOGO: CGS EY3538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3538 EY3538 HISTORY - Date Condition Report By EY3538 HISTORY - 1914 MONUMENTED CGS EY3538 HISTORY - 1948 MARK NOT FOUND CGS EY3538 EY3538 STATION DESCRIPTION EY3538 EY3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3538'STATION IS ON THE S SIDE OF PAMLICO RIVER INSIDE THE SMALL BAY EY3538'FORMING ENTRANCE TO THE TWO CREEKS, SOUTH CREEK AND BOND CREEK. IT EY3538'IS ON THE S BANK OF SOUTH CREEK, ON A POINT FRINGED WITH A SMALL EY3538'AMOUNT OF MARSHLAND ABOUT 3/4 MILE W OF FORK POINT IN A SPARSELY EY3538'WOODED CLEARING WHICH EXTENDS BACK 100 YARDS TO THE LINE OF EY3538'WOODS, ON A GRASSY PLAIN OF ABOUT 4-FOOT ELEVATION, AND ABOUT 6 EY3538'YARDS SW FROM THE EDGE OF THE BLUFF. EY3538' EY3538'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3538'CONCRETE, IN THE TOPS OF TILES AS DESCRIBED. EY3538' EY3538'THE REFERENCE MARK IS 11.15 METERS (36.6 FEET) FROM THE EY3538'STATION S 33 DEG 23 MIN W. EY3538 EY3538 STATION RECOVERY (1948) EY3538 EY3538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3538'STATION HAS NOT BEEN FOUND. A THOROUGH SEARCH WAS MADE BY A EY3538'TWO-MAN PARTY FOR 1/2 HOUR. THE STATION WAS IN THE VICINITY OF EY3538'TREE 1935 WHICH WAS FOUND DESTROYED BY EROSION. IT IS RECOMMENDED EY3538'THAT THIS STATION BE CLASSIFED AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0218 *********************************************************************** EY0218 DESIGNATION - SPRING EY0218 PID - EY0218 EY0218 STATE/COUNTY- NC/BEAUFORT EY0218 USGS QUAD - RANSOMVILLE (1983) EY0218 EY0218 *CURRENT SURVEY CONTROL EY0218 ___________________________________________________________________ EY0218* NAD 83(1986)- 35 27 01.43248(N) 076 42 09.02411(W) ADJUSTED EY0218* NAVD 88 - 2.478 (meters) 8.13 (feet) ADJUSTED EY0218 ___________________________________________________________________ EY0218 LAPLACE CORR- -1.33 (seconds) DEFLEC99 EY0218 GEOID HEIGHT- -37.17 (meters) GEOID03 EY0218 DYNAMIC HT - 2.476 (meters) 8.12 (feet) COMP EY0218 MODELED GRAV- 979,761.3 (mgal) NAVD 88 EY0218 EY0218 HORZ ORDER - FIRST EY0218 VERT ORDER - SECOND CLASS 0 EY0218 EY0218.The North Carolina HARNS have been completed but, EY0218.due to contractual restrictions, coordinates for these stations EY0218.will NOT be published in the near future. In the interim, the EY0218.published coordinates in North Carolina will not be EY0218.consistent with the Continuously Operating Reference Stations EY0218.(CORS). The HARN coordinates for these stations are available EY0218.upon request. Contact Gary Thompson(919-733-3836). EY0218. EY0218.In addition, the published North Carolina positions EY0218.(NAD 83 (1986)) are NOT consistent with those determined in EY0218.adjacent state readjustments. The discontinuity between stations EY0218.located in North Carolina and those in adjacent states EY0218.which have been adjusted to the HARN may be as much as 5 EY0218.decimeters. This will result in a significant loss of accuracy EY0218.over lines crossing such state borders. EY0218 EY0218 EY0218.The horizontal coordinates were established by classical geodetic methods EY0218.and adjusted by the National Geodetic Survey in July 1986. EY0218 EY0218.The orthometric height was determined by differential leveling EY0218.and adjusted by the National Geodetic Survey in June 1991. EY0218 EY0218.The Laplace correction was computed from DEFLEC99 derived deflections. EY0218 EY0218.The geoid height was determined by GEOID03. EY0218 EY0218.The dynamic height is computed by dividing the NAVD 88 EY0218.geopotential number by the normal gravity value computed on the EY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0218.degrees latitude (g = 980.6199 gals.). EY0218 EY0218.The modeled gravity was interpolated from observed gravity values. EY0218 EY0218; North East Units Scale Factor Converg. EY0218;SPC NC - 191,038.918 818,135.515 MT 0.99987858 +1 19 33.8 EY0218;SPC NC - 626,766.85 2,684,166.27 sFT 0.99987858 +1 19 33.8 EY0218;UTM 18 - 3,924,323.986 345,492.020 MT 0.99989420 -0 59 15.5 EY0218 EY0218! - Elev Factor x Scale Factor = Combined Factor EY0218!SPC NC - 1.00000545 x 0.99987858 = 0.99988403 EY0218!UTM 18 - 1.00000545 x 0.99989420 = 0.99989965 EY0218 EY0218: Primary Azimuth Mark Grid Az EY0218:SPC NC - SPRING RM 3 316 23 46.6 EY0218:UTM 18 - SPRING RM 3 318 42 35.9 EY0218 EY0218|---------------------------------------------------------------------| EY0218| PID Reference Object Distance Geod. Az | EY0218| dddmmss.s | EY0218| EY5519 SPRING RM 1 46.964 METERS 18120 | EY0218| EY5520 SPRING RM 2 48.463 METERS 30855 | EY0218| EY5521 SPRING RM 3 3174320.4 | EY0218|---------------------------------------------------------------------| EY0218 EY0218 SUPERSEDED SURVEY CONTROL EY0218 EY0218 NAD 27 - 35 27 00.83700(N) 076 42 10.26700(W) AD( ) 1 EY0218 NGVD 29 (??/??/92) 2.806 (m) 9.21 (f) ADJ UNCH 2 0 EY0218 EY0218.Superseded values are not recommended for survey control. EY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0218.See file dsdata.txt to determine how the superseded data were derived. EY0218 EY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4549224324(NAD 83) EY0218_MARKER: DS = TRIANGULATION STATION DISK EY0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY0218_STAMPING: SPRING 1933 EY0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0218+STABILITY: SURFACE MOTION EY0218 EY0218 HISTORY - Date Condition Report By EY0218 HISTORY - 1933 MONUMENTED CGS EY0218 HISTORY - 1935 GOOD CGS EY0218 HISTORY - 1949 GOOD CGS EY0218 HISTORY - 1963 GOOD NGS EY0218 EY0218 STATION DESCRIPTION EY0218 EY0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EY0218'STATION IS ABOUT 20 MILES ESE OF WASHINGTON. TO REACH FROM EY0218'WASHINGTON, FOLLOW U.S. ROUTE 264 FROM POINT WHERE IT TURNS LEFT (NE) EY0218'OFF MAIN STREET FOR 9.6 MILES TOWARD BELHAVEN TO JUNCTION WITH EY0218'STATE ROUTE 92, KEEP STRAIGHT AHEAD ON ROUTE 92 FOR 5.6 MILES TO EY0218'BRONZE TABLET ON GRANITE-ROCK MONUMENT IN TOWN OF BATH, TURN EY0218'RIGHT AT THIS POINT, CONTINUE 0.25 MILE TO LEFT TURN, AND EY0218'PROCEED ALONG THIS ROAD (WHICH IS ROAD TO BAYVIEW AND RANSOMVILLE) IN EY0218'AN E AND SE DIRECTION FOR 8.1 MILES TO CROSSROADS AT SPRING EY0218'GREEN COLORED CHURCH AND STATION SITE. STATION MAY ALSO BE REACHED EY0218'FROM YEATESVILLE BY GOING S ON MAIN ROAD FOR 6.85 MILES TO EY0218'CROSSROADS. STATION IS IN CHURCHYARD, 39 FEET WNW OF NW CORNER OF EY0218'CHURCH, 48 FEET E OF CENTER LINE OF N-AND S-ROAD, AND 72 FEET S OF EY0218'CENTER LINE OF E AND W ROAD. SURFACE, UNDERGROUND AND EY0218'REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN CONCRETE AS EY0218'DESCRIBED. REFERENCE MARK NO. 1 IS ABOUT EY0218'225 FEET S OF CROSSROADS, 18 FEET W OF CENTER LINE OF ROAD TO EY0218'YEATESVILLE, AND 154.11 FEET FROM STATION. EY0218'REFERENCE MARK NO. 2 IS 42 FEET W OF SW CORNER OF CONCRETE EY0218'FOUNDATION OF STORE IN NE ANGLE OF CROSSROADS, 34 FEET N OF CENTER EY0218'LINE OF E-AND W-ROAD, AND 159.07 FEET FROM STATION. EY0218'REFERENCE MARK NO. 3 IS IN NW CORNER OF FARMHOUSE YARD, EY0218'27 PACES NW OF NW CORNER OF FARMHOUSE, 6 PACES E OF CENTER LINE EY0218'OF ROAD TO YEATESVILLE, AND APPROXIMATELY 0.2 MILE FROM STATION. EY0218 EY0218 STATION RECOVERY (1935) EY0218 EY0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) EY0218'STATION RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE. EY0218 EY0218 STATION RECOVERY (1949) EY0218 EY0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY0218'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. EY0218'DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND EY0218'FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY0218'DESCRIPTION FOLLOWS-- EY0218' EY0218'STATION IS LOCATED ABOUT 8.3 MILES SE OF BATH AND 6.85 MILES S OF EY0218'YEATESVILLE, IN THE CHURCHYARD OF THE SPRING GREEN COLORED CHURCH. EY0218'STATION IS IN THE NW CORNER OF THE CHURCHYARD, 39.0 FEET WNW OF NW EY0218'CORNER OF CHURCH, 48.0 FEET E OF THE CENTER LINE OF N AND S ROAD, EY0218'AND 72.0 FEET S OF THE CENTER LINE OF E AND W ROAD. EY0218' EY0218'STATION MARK IS A BRONZE STATION DISK, STAMPED SPRING 1933, AND SET EY0218'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH EY0218'ABOVE GROUND. EY0218' EY0218'REFERENCE MARK 1 IS SW OF THE STATION, ABOUT 225 FEET S OF THE CROSS EY0218'ROADS, AND 18.0 FEET W OF THE CENTER LINE OF THE ROAD. IT IS A EY0218'BRONZE REFERENCE DISK, STAMPED SPRING NO 1 1933, AND SET IN THE TOP EY0218'OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE EY0218'GROUND. (THIS REFERENCE MARK DOES NOT POINT TO THE STATION BUT EY0218'POINTS APPROXIMATELY NW.) EY0218' EY0218'REFERENCE MARK 2 IS N OF THE STATION, 42.0 FEET W OF SW CORNER OF MR. EY0218'A.N. ROPERS STORE AND FILLING STATION, 34.0 FEET N OF CENTER EY0218'LINE OF E AND W ROAD, AND AT THE W EDGE OF THE ROAD TO YEATESVILLE. EY0218'IT IS A BRONZE DISK, STAMPED SPRING NO 2 1933, AND SET IN THE TOP OF EY0218'A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. EY0218' EY0218'REFERENCE MARK 3 (AZIMUTH MARK) IS 1,207.0 FEET N OF STATION, AT THE EY0218'NW CORNER OF YARD TO HOUSE ON E SIDE OF ROAD TO YEATESVILLE, 19.0 EY0218'FEET E OF THE CENTER LINE OF ROAD, AND 154.0 FEET NW OF NW CORNER OF EY0218'HOUSE. IT IS A BRONZE REFERENCE DISK, STAMPED SPRING NO 3 1933, AND EY0218'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 EY0218'INCHES ABOVE GROUND. EY0218' EY0218'TO REACH FROM YEATESVILLE, TURN S ON DIRT ROAD AT TANKARDS STORE AND EY0218'FILLING STATION 6.85 MILES TO CHURCH AT CROSSROADS AND STATION. EY0218' EY0218'TO REACH FROM BATH, AT GRANITE ROCK MONUMENT, PROCEED S FOR 0.25 MILE EY0218'TO LEFT TURN, CONTINUE ON THIS ROAD FOR 8.1 MILES IN AN ESE EY0218'DIRECTION TO CROSS ROAD AND STATION SITE. EY0218 EY0218 STATION RECOVERY (1963) EY0218 EY0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EY0218'8.2 MI E FROM BATH. EY0218'ABOUT 8.2 MILES EASTERLY ALONG STATE HIGHWAY 92 FROM THE BATH EY0218'HIGH SCHOOL AT BATH, AT BURBAGE CROSSROADS, 74.6 FEET SOUTH EY0218'OF THE CENTER LINE OF THE HIGHWAY, 43.6 FEET EAST OF CENTER EY0218'LINE OF COUNTY ROAD NO. 1732, 45.5 FEET SOUTH OF POWER LINE EY0218'POLE, 22.5 FEET NORTHEAST OF A 36 INCH RED GUM TREE. THE MARK EY0218'IS ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE EY0218'POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3539 *********************************************************************** EY3539 DESIGNATION - SPRING CREEK EY3539 PID - EY3539 EY3539 STATE/COUNTY- NC/BEAUFORT EY3539 USGS QUAD - SOUTH CREEK (1993) EY3539 EY3539 *CURRENT SURVEY CONTROL EY3539 ___________________________________________________________________ EY3539* NAD 83(1986)- 35 19 31.83081(N) 076 38 59.62836(W) ADJUSTED EY3539* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3539 ___________________________________________________________________ EY3539 LAPLACE CORR- -0.69 (seconds) DEFLEC99 EY3539 GEOID HEIGHT- -37.29 (meters) GEOID03 EY3539 EY3539 HORZ ORDER - SECOND EY3539 EY3539.The North Carolina HARNS have been completed but, EY3539.due to contractual restrictions, coordinates for these stations EY3539.will NOT be published in the near future. In the interim, the EY3539.published coordinates in North Carolina will not be EY3539.consistent with the Continuously Operating Reference Stations EY3539.(CORS). The HARN coordinates for these stations are available EY3539.upon request. Contact Gary Thompson(919-733-3836). EY3539. EY3539.In addition, the published North Carolina positions EY3539.(NAD 83 (1986)) are NOT consistent with those determined in EY3539.adjacent state readjustments. The discontinuity between stations EY3539.located in North Carolina and those in adjacent states EY3539.which have been adjusted to the HARN may be as much as 5 EY3539.decimeters. This will result in a significant loss of accuracy EY3539.over lines crossing such state borders. EY3539 EY3539 EY3539.The horizontal coordinates were established by classical geodetic methods EY3539.and adjusted by the National Geodetic Survey in July 1986. EY3539 EY3539.The orthometric height was scaled from a topographic map. EY3539 EY3539.The Laplace correction was computed from DEFLEC99 derived deflections. EY3539 EY3539.The geoid height was determined by GEOID03. EY3539 EY3539; North East Units Scale Factor Converg. EY3539;SPC NC - 177,300.120 823,237.784 MT 0.99987342 +1 21 23.1 EY3539;SPC NC - 581,692.14 2,700,905.96 sFT 0.99987342 +1 21 23.1 EY3539;UTM 18 - 3,910,390.391 350,035.912 MT 0.99987715 -0 57 15.1 EY3539 EY3539! - Elev Factor x Scale Factor = Combined Factor EY3539!SPC NC - 1.00000575 x 0.99987342 = 0.99987917 EY3539!UTM 18 - 1.00000575 x 0.99987715 = 0.99988290 EY3539 EY3539: Primary Azimuth Mark Grid Az EY3539:SPC NC - SPRING CREEK RM 1 083 19 42.4 EY3539:UTM 18 - SPRING CREEK RM 1 085 38 20.6 EY3539 EY3539|---------------------------------------------------------------------| EY3539| PID Reference Object Distance Geod. Az | EY3539| dddmmss.s | EY3539| EY3511 BUX APPROX. 4.0 KM 0082112.1 | EY3539| EY3479 BEC APPROX. 5.1 KM 0721244.1 | EY3539| EY5522 SPRING CREEK RM 1 0844105.5 | EY3539| EY5523 SPRING CREEK RM 2 31.410 METERS 24132 | EY3539| EY5524 SPRING CREEK RM 3 31.242 METERS 32955 | EY3539|---------------------------------------------------------------------| EY3539 EY3539 SUPERSEDED SURVEY CONTROL EY3539 EY3539 NAD 27 - 35 19 31.22300(N) 076 39 00.88500(W) AD( ) 2 EY3539 EY3539.Superseded values are not recommended for survey control. EY3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3539.See file dsdata.txt to determine how the superseded data were derived. EY3539 EY3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5003610390(NAD 83) EY3539_MARKER: DS = TRIANGULATION STATION DISK EY3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3539 EY3539 HISTORY - Date Condition Report By EY3539 HISTORY - 1935 MONUMENTED CGS EY3539 HISTORY - 1948 GOOD CGS EY3539 EY3539 STATION DESCRIPTION EY3539 EY3539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3539'STATION IS AT THE UPPER END OF LOWER SPRING CREEK, ON A POINT EY3539'FORMED BY TWO BRANCHES OF THE CREEK. IT IS IN THE SPRING CREEK EY3539'COMMUNITY ABOUT 1/2 MILE E OF JOHNSONS STORE. IT IS ABOUT 15 EY3539'METERS N OF ONE SHORE AND 15 METERS W OF THE OTHER. IT IS AT EY3539'THE END OF A WOODS ROAD ON THE PROPERTY OF H.L. BROTHERS. EY3539' EY3539'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE EY3539'DISKS SET IN CONCRETE AS DESCRIBED. EY3539' EY3539'REFERENCE MARK NO. 1, (AZIMUTH MARK), IS ABOUT 1/2 MILE E OF EY3539'THE STATION ON A SMALL POINT ON THE N SHORE OF THE CREEK. EY3539' EY3539'REFERENCE MARK NO. 2 IS W OF THE STATION. EY3539' EY3539'REFERENCE MARK NO. 3 IS N OF THE STATION. EY3539' EY3539'TO REACH FROM WASHINGTON FOLLOW U.S. HIGHWAY 17 S 3 MILES TO EY3539'CHOCOWINITY AND TURN LEFT ON ROUTE 33. FOLLOW ROUTE 33 TO EY3539'AURORA, SET 0.0 MILE AT BRIDGE ACROSS SOUTH CREEK, AT 0.2 MILE EY3539'TURN LEFT, AT 5.0 MILES KEEP STRAIGHT, AT SIGN GOOSE CREEK 5 EY3539'MILES, AT 7.6 MILES REACH JOHNSONS STORE AND TURN LEFT ACROSS EY3539'BRIDGE AND RIGHT AROUND CHURCH, AND AT 8.0 MILES REACH END OF EY3539'ROAD AND STATION. EY3539' EY3539'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EY3539 EY3539 STATION RECOVERY (1948) EY3539 EY3539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3539'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY3539'TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE EY3539'AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3539'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3539' EY3539'STATION IS AT THE UPPER END OF LOWER SPRING CREEK, ON A POINT EY3539'FORMED BY TWO BRANCHES OF THE CREEK. IT IS IN THE SPRING CREEK EY3539'COMMUNITY, ABOUT 1/2 MILE E OF JOHNSONS STORE. IT IS ABOUT 5 EY3539'METERS N OF ONE SHORE AND 23 METERS W OF THE POINT. A DOCK EY3539'EXTENDS 25 METERS E FROM THE POINT. THE STATION IS 2.0 METERS N EY3539'OF THE END OF A WOODS ROAD, ON THE PROPERTY OF H.L. BROTHERS. EY3539'THE W END OF A BOAT SLIP IS 8.0 METERS W OF THE STATION. EY3539' EY3539'STATION MARK IS A BRONZE STATION DISK, STAMPED SPRING CREEK EY3539'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EY3539'PROJECTING 4 INCHES ABOVE GROUND. EY3539' EY3539'REFERENCE MARK 1 (AZIMUTH MARK) IS ABOUT 0.45 MILE E OF THE EY3539'STATION, ON A SMALL WOODED POINT ON THE N SHORE OF THE CREEK, EY3539'AND 4.3 METERS N OF MEAN HIGH-WATER LINE. THE POINT IS MIDWAY EY3539'BETWEEN MILL CREEK AND TAR LANDING GUT AND OPPOSITE GRAY GUT ON EY3539'THE S SHORE. A BLAZED 6-INCH PINE IS 3.0 METERS E OF THE EY3539'REFERENCE MARK. A BLAZED 8-INCH PINE IS 13.7 METERS N OF THE EY3539'REFERENCE MARK. THE REFERENCE MARK IS A BRONZE REFERENCE DISK, EY3539'STAMPED SPRING CREEK 1935 NO 1, SET IN TOP OF A 12-INCH SQUARE EY3539'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND. EY3539' EY3539'REFERENCE MARK 2 IS W OF THE STATION, 1.0 METER S OF THE S EDGE EY3539'OF THE ROAD. THE MARK IS A BRONZE REFERENCE DISK, STAMPED EY3539'SPRING CREEK 1935 NO 2, AND SET IN THE TOP OF A 12-INCH SQUARE EY3539'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND. EY3539' EY3539'REFERENCE MARK 3 IS N OF THE STATION IN THE MARSH. IT IS A EY3539'BRONZE REFERENCE DISK, STAMPED SPRING CREEK 1935 NO 3, AND SET EY3539'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 EY3539'INCHES ABOVE THE GROUND. EY3539' EY3539'TO REACH FROM WASHINGTON, N.C., FOLLOW U.S. HIGHWAY 17 S FOR EY3539'3 MILES TO CHOCOWINITY AND TURN LEFT ON STATE HIGHWAY 33. FOLLOW EY3539'STATE HIGHWAY 33 TO AURORA, SET SPEEDOMETER AT 0.0 MILE AT STEEL EY3539'TRUSS BRIDGE ACROSS SOUTH CREEK, AT 0.2 MILE TURN LEFT, AT 5.0 EY3539'MILES KEEP STRAIGHT AT SIGN GOOSE CREEK 5 MILES, AT 7.6 MILES EY3539'REACH JOHNSONS STORE AND TURN LEFT AND THEN, IN 100 YARDS, RIGHT EY3539'AROUND CHURCH, AT 8.0 MILES REACH END OF WOODS ROAD AND EY3539'STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4110 *********************************************************************** EY4110 DESIGNATION - SQUIRES EY4110 PID - EY4110 EY4110 STATE/COUNTY- NC/BEAUFORT EY4110 USGS QUAD - PINETOWN (1974) EY4110 EY4110 *CURRENT SURVEY CONTROL EY4110 ___________________________________________________________________ EY4110* NAD 83(1986)- 35 31 32.95747(N) 076 52 24.97377(W) ADJUSTED EY4110* NAVD 88 - 7.133 (meters) 23.40 (feet) ADJUSTED EY4110 ___________________________________________________________________ EY4110 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EY4110 GEOID HEIGHT- -36.88 (meters) GEOID03 EY4110 DYNAMIC HT - 7.127 (meters) 23.38 (feet) COMP EY4110 MODELED GRAV- 979,761.9 (mgal) NAVD 88 EY4110 EY4110 HORZ ORDER - SECOND EY4110 VERT ORDER - SECOND CLASS II EY4110 EY4110.The North Carolina HARNS have been completed but, EY4110.due to contractual restrictions, coordinates for these stations EY4110.will NOT be published in the near future. In the interim, the EY4110.published coordinates in North Carolina will not be EY4110.consistent with the Continuously Operating Reference Stations EY4110.(CORS). The HARN coordinates for these stations are available EY4110.upon request. Contact Gary Thompson(919-733-3836). EY4110. EY4110.In addition, the published North Carolina positions EY4110.(NAD 83 (1986)) are NOT consistent with those determined in EY4110.adjacent state readjustments. The discontinuity between stations EY4110.located in North Carolina and those in adjacent states EY4110.which have been adjusted to the HARN may be as much as 5 EY4110.decimeters. This will result in a significant loss of accuracy EY4110.over lines crossing such state borders. EY4110 EY4110 EY4110.The horizontal coordinates were established by classical geodetic methods EY4110.and adjusted by the National Geodetic Survey in July 1998. EY4110 EY4110.The orthometric height was determined by differential leveling EY4110.and adjusted by the National Geodetic Survey in June 1991. EY4110 EY4110.The Laplace correction was computed from DEFLEC99 derived deflections. EY4110 EY4110.The geoid height was determined by GEOID03. EY4110 EY4110.The dynamic height is computed by dividing the NAVD 88 EY4110.geopotential number by the normal gravity value computed on the EY4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4110.degrees latitude (g = 980.6199 gals.). EY4110 EY4110.The modeled gravity was interpolated from observed gravity values. EY4110 EY4110; North East Units Scale Factor Converg. EY4110;SPC NC - 199,058.180 802,428.968 MT 0.99988399 +1 13 38.3 EY4110;SPC NC - 653,076.71 2,632,635.71 sFT 0.99988399 +1 13 38.3 EY4110;UTM 18 - 3,932,971.502 330,121.542 MT 0.99995564 -1 05 20.2 EY4110 EY4110! - Elev Factor x Scale Factor = Combined Factor EY4110!SPC NC - 1.00000467 x 0.99988399 = 0.99988866 EY4110!UTM 18 - 1.00000467 x 0.99995564 = 0.99996031 EY4110 EY4110 SUPERSEDED SURVEY CONTROL EY4110 EY4110 NAVD 88 (07/14/98) 7.13 (m) 23.4 (f) LEVELING 3 EY4110 EY4110.Superseded values are not recommended for survey control. EY4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4110.See file dsdata.txt to determine how the superseded data were derived. EY4110 EY4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3012232972(NAD 83) EY4110_MARKER: DE = TRAVERSE STATION DISK EY4110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4110_SP_SET: CONCRETE POST EY4110_STAMPING: SQUIRES 1982 EY4110_MARK LOGO: NCGS EY4110_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4110+STABILITY: SURFACE MOTION EY4110 EY4110 HISTORY - Date Condition Report By EY4110 HISTORY - 1982 MONUMENTED NCGS EY4110 HISTORY - 19840601 GOOD NCGS EY4110 EY4110 STATION DESCRIPTION EY4110 EY4110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4110'16.7 KM (10.4 MI) EAST FROM WASHINGTON. EY4110'THE STATION IS LOCATED ABOUT 16.7 KM (10.4 MI) EAST OF WASHINGTON AND EY4110'20.4 KM (12.7 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 3.3 KM EY4110'(2.05 MI) EAST FROM THE INTERSECTION WITH NC 92, IN THE NORTH EY4110'SHOULDER NEAR A CONCRETE CULVERT. THE STATION IS A STANDARD NCGS EY4110'DISK STAMPED---SQUIRES 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4110'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 6.5 EY4110'METERS (21.2 FT) NORTH OF THE CENTERLINE OF US 264, 17.1 METERS (56.0 EY4110'FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG, 21.6 METERS (71.0 EY4110'FT) SOUTHEAST OF THE NORTH END OF A HIGHWAY CULVERT, AND 26.1 METERS EY4110'(85.7 FT) NORTHEAST OF THE SOUTH END OF A HIGHWAY CULVERT. EY4110 EY4110 STATION RECOVERY (1984) EY4110 EY4110'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4110'STATION IS LOCATED ABOUT 16.7 KM (10.35 MI) EAST OF WASHINGTON AND EY4110'20.4 KM (12.65 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 3.3 KM EY4110'(2.05 MI) EAST FROM NC 92, IN THE NORTH SHOULDER NEAR A CONCRETE EY4110'CULVERT. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 6.5 M (21.3 EY4110'FT) NORTH OF THE CENTERLINE OF US 264, 17.1 M (56.1 FT) SOUTHEAST OF A EY4110'POWER POLE WITH A REFERENCE TAG, 21.6 M (70.9 FT) SOUTHEAST OF THE EY4110'NORTH END OF A HIGHWAY CULVERT, AND 26.1 M (85.6 FT) NORTHEAST OF THE EY4110'SOUTH END OF A HIGHWAY CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4009 *********************************************************************** EY4009 DESIGNATION - STAR EY4009 PID - EY4009 EY4009 STATE/COUNTY- NC/BEAUFORT EY4009 USGS QUAD - BELHAVEN (1974) EY4009 EY4009 *CURRENT SURVEY CONTROL EY4009 ___________________________________________________________________ EY4009* NAD 83(1986)- 35 31 44.51714(N) 076 32 13.32597(W) ADJUSTED EY4009* NAVD 88 - 1. (meters) 3. (feet) SCALED EY4009 ___________________________________________________________________ EY4009 LAPLACE CORR- -3.07 (seconds) DEFLEC99 EY4009 GEOID HEIGHT- -37.31 (meters) GEOID03 EY4009 EY4009 HORZ ORDER - THIRD EY4009 EY4009.The North Carolina HARNS have been completed but, EY4009.due to contractual restrictions, coordinates for these stations EY4009.will NOT be published in the near future. In the interim, the EY4009.published coordinates in North Carolina will not be EY4009.consistent with the Continuously Operating Reference Stations EY4009.(CORS). The HARN coordinates for these stations are available EY4009.upon request. Contact Gary Thompson(919-733-3836). EY4009. EY4009.In addition, the published North Carolina positions EY4009.(NAD 83 (1986)) are NOT consistent with those determined in EY4009.adjacent state readjustments. The discontinuity between stations EY4009.located in North Carolina and those in adjacent states EY4009.which have been adjusted to the HARN may be as much as 5 EY4009.decimeters. This will result in a significant loss of accuracy EY4009.over lines crossing such state borders. EY4009 EY4009 EY4009.The horizontal coordinates were established by classical geodetic methods EY4009.and adjusted by the National Geodetic Survey in July 1986. EY4009 EY4009.The orthometric height was scaled from a topographic map. EY4009 EY4009.The Laplace correction was computed from DEFLEC99 derived deflections. EY4009 EY4009.The geoid height was determined by GEOID03. EY4009 EY4009; North East Units Scale Factor Converg. EY4009;SPC NC - 200,119.793 832,935.330 MT 0.99988426 +1 25 17.6 EY4009;SPC NC - 656,559.69 2,732,722.00 sFT 0.99988426 +1 25 17.6 EY4009;UTM 18 - 3,932,799.688 360,646.236 MT 0.99983931 -0 53 36.0 EY4009 EY4009! - Elev Factor x Scale Factor = Combined Factor EY4009!SPC NC - 1.00000575 x 0.99988426 = 0.99989001 EY4009!UTM 18 - 1.00000575 x 0.99983931 = 0.99984506 EY4009 EY4009: Primary Azimuth Mark Grid Az EY4009:SPC NC - ASH 081 41 58.0 EY4009:UTM 18 - ASH 084 00 51.6 EY4009 EY4009|---------------------------------------------------------------------| EY4009| PID Reference Object Distance Geod. Az | EY4009| dddmmss.s | EY4009| EY3982 ASH APPROX. 1.5 KM 0830715.6 | EY4009| EY3288 INTRACOASTAL WATERWAY BCN 25 APPROX. 3.7 KM 1090000.6 | EY4009| EY5525 STAR RM 1 14.569 METERS 30741 | EY4009| EY5526 STAR RM 2 30.303 METERS 30743 | EY4009|---------------------------------------------------------------------| EY4009 EY4009 SUPERSEDED SURVEY CONTROL EY4009 EY4009 NAD 27 - 35 31 43.92000(N) 076 32 14.58800(W) AD( ) 3 EY4009 EY4009.Superseded values are not recommended for survey control. EY4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4009.See file dsdata.txt to determine how the superseded data were derived. EY4009 EY4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6064632800(NAD 83) EY4009_MARKER: DS = TRIANGULATION STATION DISK EY4009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY4009_SP_SET: TOP OF METAL PIPE IN CONCRETE EY4009 EY4009 HISTORY - Date Condition Report By EY4009 HISTORY - 1934 MONUMENTED CGS EY4009 HISTORY - 1949 GOOD CGS EY4009 EY4009 STATION DESCRIPTION EY4009 EY4009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB) EY4009'STATION IS ON THE NORTHERN SHORE OF THE PUNGO RIVER, 4-1/2 MILES EY4009'E OF BELHAVEN, ON THE GRASS-COVERED MARSHY POINT ON THE W SIDE EY4009'OF UPPER DOWRY CREEK, 100 YARDS WNW OF THE EXTREME END OF THE EY4009'POINT, 25 YARDS N OF HIGH WATER OF PUNGO RIVER, 35 YARDS S OF EY4009'GRASS LINE ON UPPER DOWRY CREEK. EY4009' EY4009'STATION MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND. EY4009' EY4009'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY4009'CONCRETE IN TOP OF TILE. EY4009' EY4009'REFERENCE MARK NO 2 IS AT THE EDGE OF FASTLAND NW OF THE EY4009'STATION AND 25 YARDS N OF HIGH WATER, REFERENCE MARK PROJECTS EY4009'4 INCHES ABOVE SURFACE OF GROUND. REFERENCE MARK NO 1 IS IN EY4009'RANGE WITH REFERENCE MARK NO 2 SET IN MARSH AND PROJECTS 6 EY4009'INCHES ABOVE THE SURFACE OF THE GROUND. EY4009 EY4009 STATION RECOVERY (1949) EY4009 EY4009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY4009'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY4009'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL EY4009'TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY4009'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY4009' EY4009'STATION IS ON THE N SHORE OF THE PUNGO RIVER, ABOUT 4.5 MILES EY4009'E OF BELHAVEN, ON THE GRASS-COVERED MARSHY POINT AT THE W SIDE EY4009'OF THE MOUTH OF UPPER DOWRY CREEK, 241 FEET W OF TWO SMALL PINES EY4009'AT THE END OF THE POINT, 114 FEET S OF THE MEAN HIGH-WATER LINE EY4009'OF DOWRY CREEK, 73 FEET N OF THE MEAN HIGH-WATER LINE OF PUNGO EY4009'RIVER, AND 76 FEET E OF THE EDGE OF THE BRUSH OF THE BASE OF EY4009'THE POINT. EY4009' EY4009'STATION MARK IS A BRONZE DISK, STAMPED STAR 1934, SET IN THE EY4009'TOP OF A CONCRETE-FILLED TILE FLUSH WITH THE GROUND. EY4009' EY4009'R.M. 1 IS W OF THE STATION, IN RANGE WITH R.M. 2, 133 FEET S OF EY4009'THE MEAN HIGH-WATER LINE OF DOWRY CREEK, 74 FEET N OF THE MEAN EY4009'HIGH-WATER LINE OF PUNGO RIVER, AND 29 FEET E OF THE EDGE OF EY4009'THE BRUSH AT THE BASE OF THE POINT. IT IS A BRONZE REFERENCE EY4009'DISK, STAMPED STAR NO 1, SET IN THE TOP OF A CONCRETE-FILLED EY4009'TILE PROJECTING 6 INCHES ABOVE GROUND. EY4009' EY4009'R.M. 2 IS W OF THE STATION, 79 FEET N OF THE MEAN HIGH-WATER EY4009'LINE OF PUNGO RIVER, AND 10 FEET SW OF A DEAD VINE-COVERED TREE EY4009'NEAR THE EDGE OF THE BRUSH AT THE BASE OF THE POINT. IT IS A EY4009'BRONZE REFERENCE DISK, STAMPED STAR NO 2, SET IN THE TOP OF A EY4009'CONCRETE-FILLED TILE FLUSH WITH THE GROUND. EY4009' EY4009'TO REACH STATION FROM THE TRAFFIC LIGHT IN BELHAVEN, GO E ON EY4009'U.S. HIGHWAY 264 FOR 4.9 MILES TO DIRT ROAD ANGLING RIGHT, TAKE EY4009'DIRT ROAD FOR ABOUT 100 YARDS TO INTERSECTION WITH DIRT SIDE EY4009'ROAD, TURN RIGHT AND FOLLOW SIDE ROAD 1.0 MILE TO T-INTERSECTION EY4009'AND GATE ON RIGHT, KEEP LEFT AND CONTINUE 0.9 MILE TO FARMHOUSE EY4009'AND BRICK SILO, WALK E ALONG SHORE 0.5 MILE TO POINT AND EY4009'STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3780 *********************************************************************** EY3780 DESIGNATION - STELL EY3780 PID - EY3780 EY3780 STATE/COUNTY- NC/BEAUFORT EY3780 USGS QUAD - BATH (1993) EY3780 EY3780 *CURRENT SURVEY CONTROL EY3780 ___________________________________________________________________ EY3780* NAD 83(1986)- 35 29 57.75992(N) 076 48 49.00526(W) ADJUSTED EY3780* NAVD 88 - 4. (meters) 13. (feet) SCALED EY3780 ___________________________________________________________________ EY3780 LAPLACE CORR- -2.15 (seconds) DEFLEC99 EY3780 GEOID HEIGHT- -37.00 (meters) GEOID03 EY3780 EY3780 HORZ ORDER - SECOND EY3780 EY3780.The North Carolina HARNS have been completed but, EY3780.due to contractual restrictions, coordinates for these stations EY3780.will NOT be published in the near future. In the interim, the EY3780.published coordinates in North Carolina will not be EY3780.consistent with the Continuously Operating Reference Stations EY3780.(CORS). The HARN coordinates for these stations are available EY3780.upon request. Contact Gary Thompson(919-733-3836). EY3780. EY3780.In addition, the published North Carolina positions EY3780.(NAD 83 (1986)) are NOT consistent with those determined in EY3780.adjacent state readjustments. The discontinuity between stations EY3780.located in North Carolina and those in adjacent states EY3780.which have been adjusted to the HARN may be as much as 5 EY3780.decimeters. This will result in a significant loss of accuracy EY3780.over lines crossing such state borders. EY3780 EY3780 EY3780.The horizontal coordinates were established by classical geodetic methods EY3780.and adjusted by the National Geodetic Survey in July 1986. EY3780 EY3780.The orthometric height was scaled from a topographic map. EY3780 EY3780.The Laplace correction was computed from DEFLEC99 derived deflections. EY3780 EY3780.The geoid height was determined by GEOID03. EY3780 EY3780; North East Units Scale Factor Converg. EY3780;SPC NC - 196,243.474 807,932.887 MT 0.99988190 +1 15 42.9 EY3780;SPC NC - 643,842.13 2,650,693.15 sFT 0.99988190 +1 15 42.9 EY3780;UTM 18 - 3,929,936.511 335,507.564 MT 0.99993345 -1 03 12.2 EY3780 EY3780! - Elev Factor x Scale Factor = Combined Factor EY3780!SPC NC - 1.00000523 x 0.99988190 = 0.99988713 EY3780!UTM 18 - 1.00000523 x 0.99993345 = 0.99993868 EY3780 EY3780: Primary Azimuth Mark Grid Az EY3780:SPC NC - BACK 136 41 47.6 EY3780:UTM 18 - BACK 139 00 42.7 EY3780 EY3780|---------------------------------------------------------------------| EY3780| PID Reference Object Distance Geod. Az | EY3780| dddmmss.s | EY3780| EY5527 STELL AZ MK 1282558.3 | EY3780| EY5528 STELL RM 1 17.127 METERS 13740 | EY3780| EY3757 BACK APPROX. 3.6 KM 1375730.5 | EY3780| EY3758 BATH TANK APPROX. 2.4 KM 1820103.8 | EY3780| EY5529 STELL RM 2 40.095 METERS 22037 | EY3780|---------------------------------------------------------------------| EY3780 EY3780 SUPERSEDED SURVEY CONTROL EY3780 EY3780 NAD 27 - 35 29 57.16900(N) 076 48 50.22700(W) AD( ) 2 EY3780 EY3780.Superseded values are not recommended for survey control. EY3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3780.See file dsdata.txt to determine how the superseded data were derived. EY3780 EY3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3550829937(NAD 83) EY3780_MARKER: DS = TRIANGULATION STATION DISK EY3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3780 EY3780 HISTORY - Date Condition Report By EY3780 HISTORY - 1935 MONUMENTED CGS EY3780 HISTORY - 1949 GOOD CGS EY3780 HISTORY - 1965 GOOD NCDOT EY3780 HISTORY - 1966 GOOD CGS EY3780 HISTORY - 1967 GOOD USE EY3780 EY3780 STATION DESCRIPTION EY3780 EY3780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3780'STATION IS ON THE W SIDE OF BATH CREEK ABOUT 1-1/2 MILES N OF THE EY3780'VILLAGE OF BATH, IN THE FRONT YARD OF THE RESIDENCE OF LOTHARA EY3780'STELL, JUST S OF A CREEK THAT FLOWS INTO BATH CREEK. EY3780' EY3780'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN EY3780'CONCRETE. EY3780' EY3780'STATION MARK IS 19 YARDS S OF THE HOUSE. 10 YARDS N OF THE ABRUPT EY3780'BREAK IN THE SLOPE OF THE CREEK BANK. 15 YARDS W OF THE GARAGE--120 EY3780'FEET N OF THE JOLLY CAMP. 18 FEET N OF A FENCE LINE RUNNING E AND EY3780'W. 15 FEET E OF THE TOP OF THE BANK OF BATH CREEK AND A TRIANGULAR EY3780'BLAZED 12 INCH OAK TREE. 20 FEET W OF THE CENTER LINE OF THE ROAD AT EY3780'A POINT WHERE A GATE BARS THE ENTRANCE TO THE PRIVATE GROUNDS OF MR. EY3780'JOLLY. EY3780' EY3780'REFERENCE MARK NO.1 IS ON TOP OF THE BANK E OF THE STATION, AND EY3780'APPROXIMATELY 50 FEET N OF THE FRESH WATER SPRING, PROJECTING ABOUT EY3780'6 INCHES. EY3780' EY3780'REFERENCE MARK NO.2, PROJECTING ABOUT 6 INCHES, IS 7 FEET W OF A 30 EY3780'INCH TREE 50 FEET IN FRONT OF THE HOUSE. EY3780' EY3780'AZIMUTH MARK IS APPROXIMATELY 1-1/2 MILES N OF THE TOWN OF BATH ON EY3780'THE E BANK OF BATH CREEK, ON THE N SIDE OF THE NW CORNER OF THE FENCE EY3780'SURROUNDING THE PROPERTY OF MR. JOLLY. EY3780 EY3780 STATION RECOVERY (1949) EY3780 EY3780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3780'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. EY3780'DISTANCE TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND EY3780'FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. A EY3780'COMPLETE NEW DESCRIPTION FOLLOWS. EY3780' EY3780'STATION IS ON THE W SIDE OF BATH CREEK, ABOUT 1.5 MILES N OF BATH, IN EY3780'THE FRONT YARD OF THE RESIDENCE OF LOTHARA STELL, 100.0 FEET N OF A EY3780'PUMP AT A FRESH WATER SPRING, 56.0 FEET E OF THE NE CORNER OF THE EY3780'PORCH, AND 40.5 FEET W OF A 10 INCH GUM TREE AT THE EDGE OF THE EY3780'BLUFF. EY3780' EY3780'STATION MARK IS A BRONZE STATION DISK, STAMPED STELL 1935, AND SET IN EY3780'THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3780' EY3780'REFERENCE MARK 1 IS SE OF THE STATION, 100.0 FEET E OF THE SW CORNER EY3780'OF THE PORCH, 70.0 FEET N OF A PUMP AT A FRESH WATER SPRING, AND EY3780'34.0 FEET S OF A 10 INCH GUM TREE AT THE EDGE OF THE BLUFF. IT IS A EY3780'BRONZE REFERENCE DISK, STAMPED STELL NO 1 1935, AND SET IN THE TOP OF EY3780'AN 8 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3780' EY3780'REFERENCE MARK 2 IS SW OF THE STATION, 83.0 FEET S OF THE SE CORNER EY3780'OF THE PORCH, AND 4.5 FEET W OF A 30 INCH OAK TREE. IT IS A BRONZE EY3780'DISK, STAMPED STELL NO 2 1935, AND SET IN THE TOP OF AN 8 INCH SQUARE EY3780'CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3780' EY3780'AZIMUTH MARK IS SE OF THE STATION, ON THE E SIDE OF BATH CREEK, ABOUT EY3780'1.5 MILES N OF BATH, ON THE N SIDE OF A FENCE SURROUNDING THE SUMMER EY3780'COTTAGE OF MR. JOLLY, 18.0 FEET N OF THE FENCE, 20.0 FEET W OF THE EY3780'CENTER LINE OF THE ROAD, AT A GATE WHICH IS THE ENTRANCE TO MR. EY3780'JOLLYS PROPERTY, AND 15.0 FEET E OF A BLAZED 12 INCH OAK TREE AT THE EY3780'EDGE OF THE BANK. IT IS A BRONZE REFERENCE DISK, STAMPED STELL AZ EY3780'MK, AND SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT FLUSH EY3780'WITH THE GROUND. EY3780' EY3780'TO REACH THE STATION FROM BATH, AT THE GRANITE MONUMENT, TRAVEL W ON EY3780'HIGHWAY 92 FOR 0.8 MILE TO DIRT ROAD, TURN RIGHT AND FOLLOW 0.7 MILE EY3780'TO FORK. CONTINUE 0.3 MILE TO SIDE ROAD RIGHT, PROCEED 0.6 MILE EY3780'AND TURN LEFT AT GATE, 0.3 MILE TO END OF ROAD AND STATION SITE. EY3780' EY3780'TO REACH AZIMUTH MARK FROM THE GRANITE MONUMENT IN BATH, TAKE HIGHWAY EY3780'92 W 0.35 MILE TO INTERSECTION WITH DIRT ROAD AND SIGN READING EY3780'YEATSVILLE, 7 MILES, TURN LEFT AND CONTINUE 1.5 MILES TO SMALL EY3780'WOODS ROAD ON LEFT, FOLLOW TO END OF ROAD AND STATION SITE. EY3780 EY3780 STATION RECOVERY (1965) EY3780 EY3780'RECOVERY NOTE BY NC DOT 1965 (WCF) EY3780'STELL--GOOD EY3780' EY3780'RM 1--GOOD EY3780' EY3780'RM 2--GOOD EY3780' EY3780'RM 3 AZ MK--GOOD EY3780 EY3780 STATION RECOVERY (1966) EY3780 EY3780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS) EY3780'ALL MARKS RECOVERED IN GOOD CONDITION. STATION MARK IS FLUSH, 150 EY3780'FEET EAST OF END OF ROAD (HOUSE GONE), 100.0 FEET NORTH OF EY3780'PROJECTING 1-1/4 INCH IRON PIPE (FORMER PUMP) AND 24 FEET WEST OF EY3780'THE TOP OF THE BLUFF, ON A POINT OF LAND. EY3780' EY3780'RM 1 IS FLUSH, 70 FEET NORTHEAST OF THE PIPE AND 5 FEET FROM EDGE OF EY3780'THE BLUFF. EY3780' EY3780'RM 2 PROJECTS 1 INCH, 4.5 FEET WEST OF A DEAD 30 INCH DIAMETER OAK EY3780'TREE. EY3780' EY3780'AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED STELL 1935 AZIMUTH, EY3780'FLUSH BUT BENEATH LEAF MOLD. IT IS 24 FEET NORTHWEST OF THE CENTER EY3780'OF THE GATE, 18 FEET NORTH OF THE FENCE, 13 FEET EAST OF THE TOP OF EY3780'THE BANK AND 0.7 FEET SOUTH OF A SMALL DIAMETER GALVANIZED IRON EY3780'PIPE THAT PROJECTS 1 FOOT. EY3780' EY3780'TO REACH THE STATION FROM THE GRANITE MONUMENT IN BATH, GO WEST ON EY3780'STATE HY 92 FOR 0.8 MILE TO PAVED CROSSROAD, TURN RIGHT AND FOLLOW EY3780'PAVEMENT NORTH FOR 1.05 MILES TO A DIRT ROAD RIGHT, PASSING ATHENS EY3780'CHAPEL ROAD AT 0.7 MILE , TURN RIGHT AND GO EAST 0.6 MILE TO SHARP EY3780'LEFT BEND, CONTINUE NORTH FOR 0.25 MILE TO END OF LANE AND EY3780'STATION ON POINT OF LAND ON THE RIGHT. EY3780' EY3780'TO REACH THE AZIMUTH MARK FROM THE MONUMENT IN BATH, GO EAST ON 92 EY3780'FOR 0.2 MILE TO A PAVED CROSSROAD AT SCHOOL, TURN LEFT AND GO NORTH EY3780'FOR 1.2 MILES TO A SMALL WOODS ROAD ON THE LEFT AT A CURVE, TURN EY3780'LEFT AND GO ABOUT 0.3 MILE TO END OF ROAD AND THE MARK. EY3780 EY3780 STATION RECOVERY (1967) EY3780 EY3780'RECOVERY NOTE BY US ENGINEERS 1967 EY3780'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY3780'STELL 1935 SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3780' EY3780'STATION IS ON THE W SIDE OF BATH CREEK, ABOUT 1.5 MILES N OF BATH, IN EY3780'THE FRONT YARD OF THE RESIDENCE OF LOTHARA STELL, 100 FT N OF A PUMP EY3780'AT A FRESH WATER SPRING, AND 56 FT E OF THE NE CORNER OF THE PORCH. EY3780' EY3780'TO REACH THE STATION FROM BATH, AT THE GRANITE MONUMENT, PROCEED W EY3780'0.8 MILE ON HIGHWAY 92 TO DIRT ROAD, TURN RIGHT AND FOLLOW 0.7 MILE EY3780'TO FORK. CONTINUE 0.3 MILE TO SIDE ROAD RIGHT, PROCEED 0.6 MILE EY3780'AND TURN LEFT AT GATE, 0.3 MILE TO END OF ROAD AND STATION SITE. EY3780' EY3780'RM 1 IS A STANDARD USC AND GS REFERENCE DISK STAMPED STELL 1 1935 SET EY3780'IN CONCRETE FLUSH WITH THE GROUND, AND IS SE OF THE STATION, 100 FT EY3780'SE OF THE SW CORNER OF THE PORCH, AND 70 FT N OF A PUMP AT A FRESH EY3780'WATER SPRING. EY3780' EY3780'RM 2 IS A STANDARD USC AND GS REFERENCE DISK STAMPED STELL 2 1935 SET EY3780'IN CONCRETE FLUSH WITH THE GROUND, AND IS 83 FT SW OF THE SE CORNER EY3780'OF THE PORCH. EY3780' EY3780'AZ. MK. WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3465 *********************************************************************** EY3465 DESIGNATION - STEVE EY3465 PID - EY3465 EY3465 STATE/COUNTY- NC/BEAUFORT EY3465 USGS QUAD - PAMLICO BEACH (1974) EY3465 EY3465 *CURRENT SURVEY CONTROL EY3465 ___________________________________________________________________ EY3465* NAD 83(1986)- 35 23 19.95981(N) 076 34 56.96088(W) ADJUSTED EY3465* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3465 ___________________________________________________________________ EY3465 LAPLACE CORR- -1.44 (seconds) DEFLEC99 EY3465 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3465 EY3465 HORZ ORDER - SECOND EY3465 EY3465.The North Carolina HARNS have been completed but, EY3465.due to contractual restrictions, coordinates for these stations EY3465.will NOT be published in the near future. In the interim, the EY3465.published coordinates in North Carolina will not be EY3465.consistent with the Continuously Operating Reference Stations EY3465.(CORS). The HARN coordinates for these stations are available EY3465.upon request. Contact Gary Thompson(919-733-3836). EY3465. EY3465.In addition, the published North Carolina positions EY3465.(NAD 83 (1986)) are NOT consistent with those determined in EY3465.adjacent state readjustments. The discontinuity between stations EY3465.located in North Carolina and those in adjacent states EY3465.which have been adjusted to the HARN may be as much as 5 EY3465.decimeters. This will result in a significant loss of accuracy EY3465.over lines crossing such state borders. EY3465 EY3465 EY3465.The horizontal coordinates were established by classical geodetic methods EY3465.and adjusted by the National Geodetic Survey in July 1986. EY3465 EY3465.The orthometric height was scaled from a topographic map. EY3465 EY3465.The Laplace correction was computed from DEFLEC99 derived deflections. EY3465 EY3465.The geoid height was determined by GEOID03. EY3465 EY3465; North East Units Scale Factor Converg. EY3465;SPC NC - 184,474.925 829,193.115 MT 0.99987544 +1 23 43.1 EY3465;SPC NC - 605,231.48 2,720,444.41 sFT 0.99987544 +1 23 43.1 EY3465;UTM 18 - 3,917,319.131 356,275.694 MT 0.99985457 -0 54 59.8 EY3465 EY3465! - Elev Factor x Scale Factor = Combined Factor EY3465!SPC NC - 1.00000575 x 0.99987544 = 0.99988119 EY3465!UTM 18 - 1.00000575 x 0.99985457 = 0.99986032 EY3465 EY3465: Primary Azimuth Mark Grid Az EY3465:SPC NC - LEWIS 236 53 14.5 EY3465:UTM 18 - LEWIS 239 11 57.4 EY3465 EY3465|---------------------------------------------------------------------| EY3465| PID Reference Object Distance Geod. Az | EY3465| dddmmss.s | EY3465| EY3526 LEWIS APPROX. 9.1 KM 2381657.6 | EY3465|---------------------------------------------------------------------| EY3465 EY3465 SUPERSEDED SURVEY CONTROL EY3465 EY3465 NAD 27 - 35 23 19.35924(N) 076 34 58.22314(W) AD( ) 2 EY3465 EY3465.Superseded values are not recommended for survey control. EY3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3465.See file dsdata.txt to determine how the superseded data were derived. EY3465 EY3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5627617319(NAD 83) EY3465_MARKER: DE = TRAVERSE STATION DISK EY3465_SETTING: 0 = UNSPECIFIED SETTING EY3465_STAMPING: STEVE 1969 EY3465_MARK LOGO: NCGS EY3465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3465 EY3465 HISTORY - Date Condition Report By EY3465 HISTORY - 1969 MONUMENTED NCGS EY3465 EY3465 STATION DESCRIPTION EY3465 EY3465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3465'STEVE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3465'THE VICINITY OF AURORA, NORTH CAROLINA. EY3465' EY3465'STEVE IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST OF EY3465'WINSTEADVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF EY3465'SR 1725 AND SR 1724 IN WINSTEADVILLE, GO SOUTHEAST ON SR 1725 FOR EY3465'5.4 MILES TO INTERSECTION OF SR 1725 AND SR 1730 (ROAD TO PAMLICO EY3465'BEACH), TURN LEFT (E) ON SR 1730 AND GO 1.25 MILES TO END OF EY3465'PAVEMENT, CONTINUE ON GRAVEL ROAD FOR 0.25 MILE TO FIRST OF EY3465'THREE HOUSES ALONG BEACH. STATION IS BETWEEN FIRST HOUSE AND EY3465'WATER EDGE. EY3465' EY3465'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3465'STEVE 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS 6 INCHES EY3465'ABOVE THE SURFACE OF THE GROUND. EY3465' EY3465'MARK IS EY3465' EY3465'135.0 FT S OF C/L OF SR 1730 EY3465' EY3465'34.8 FT SW OF SW CORNER OF BUILDING EY3465' EY3465'62.1 FT WSW OF SE CORNER OF BUILDING EY3465' EY3465'31.0 FT W OF CROSSWALK (WOOD) EY3465' EY3465'15.9 FT N OF EDGE OF RIVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0401 *********************************************************************** EY0401 DESIGNATION - STEVENSON EY0401 PID - EY0401 EY0401 STATE/COUNTY- NC/BEAUFORT EY0401 USGS QUAD - PANTEGO (1974) EY0401 EY0401 *CURRENT SURVEY CONTROL EY0401 ___________________________________________________________________ EY0401* NAD 83(1986)- 35 34 16.13999(N) 076 38 44.30405(W) ADJUSTED EY0401* NAVD 88 - 0.542 (meters) 1.78 (feet) ADJUSTED EY0401 ___________________________________________________________________ EY0401 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EY0401 GEOID HEIGHT- -37.09 (meters) GEOID03 EY0401 DYNAMIC HT - 0.541 (meters) 1.77 (feet) COMP EY0401 MODELED GRAV- 979,777.3 (mgal) NAVD 88 EY0401 EY0401 HORZ ORDER - SECOND EY0401 VERT ORDER - SECOND CLASS II EY0401 EY0401.The North Carolina HARNS have been completed but, EY0401.due to contractual restrictions, coordinates for these stations EY0401.will NOT be published in the near future. In the interim, the EY0401.published coordinates in North Carolina will not be EY0401.consistent with the Continuously Operating Reference Stations EY0401.(CORS). The HARN coordinates for these stations are available EY0401.upon request. Contact Gary Thompson(919-733-3836). EY0401. EY0401.In addition, the published North Carolina positions EY0401.(NAD 83 (1986)) are NOT consistent with those determined in EY0401.adjacent state readjustments. The discontinuity between stations EY0401.located in North Carolina and those in adjacent states EY0401.which have been adjusted to the HARN may be as much as 5 EY0401.decimeters. This will result in a significant loss of accuracy EY0401.over lines crossing such state borders. EY0401 EY0401 EY0401.The horizontal coordinates were established by classical geodetic methods EY0401.and adjusted by the National Geodetic Survey in July 1998. EY0401 EY0401.The orthometric height was determined by differential leveling EY0401.and adjusted by the National Geodetic Survey in June 1991. EY0401 EY0401.The Laplace correction was computed from DEFLEC99 derived deflections. EY0401 EY0401.The geoid height was determined by GEOID03. EY0401 EY0401.The dynamic height is computed by dividing the NAVD 88 EY0401.geopotential number by the normal gravity value computed on the EY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0401.degrees latitude (g = 980.6199 gals.). EY0401 EY0401.The modeled gravity was interpolated from observed gravity values. EY0401 EY0401; North East Units Scale Factor Converg. EY0401;SPC NC - 204,551.958 822,978.445 MT 0.99988808 +1 21 31.9 EY0401;SPC NC - 671,100.88 2,700,055.11 sFT 0.99988808 +1 21 31.9 EY0401;UTM 18 - 3,937,630.387 350,876.847 MT 0.99987404 -0 57 26.9 EY0401 EY0401! - Elev Factor x Scale Factor = Combined Factor EY0401!SPC NC - 1.00000574 x 0.99988808 = 0.99989382 EY0401!UTM 18 - 1.00000574 x 0.99987404 = 0.99987978 EY0401 EY0401: Primary Azimuth Mark Grid Az EY0401:SPC NC - BELHAVEN INTERSTATE COOPERAGE CO STACK 154 24 22.8 EY0401:UTM 18 - BELHAVEN INTERSTATE COOPERAGE CO STACK 156 43 21.6 EY0401 EY0401|---------------------------------------------------------------------| EY0401| PID Reference Object Distance Geod. Az | EY0401| dddmmss.s | EY0401| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 4.0 KM 1504945.4 | EY0401| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 3.2 KM 1554554.7 | EY0401| EY0402 STEVENSON RM 1 35.672 METERS 16744 | EY0401| EY4125 STEVENSON RM 3 37.423 METERS 26613 | EY0401| EY0403 STEVENSON RM 2 39.319 METERS 30115 | EY0401|---------------------------------------------------------------------| EY0401 EY0401 SUPERSEDED SURVEY CONTROL EY0401 EY0401 NAD 83(1986)- 35 34 16.13823(N) 076 38 44.30623(W) AD( ) 2 EY0401 NAD 27 - 35 34 15.54300(N) 076 38 45.55200(W) AD( ) 2 EY0401 NAVD 88 (07/14/98) 0.54 (m) 1.8 (f) LEVELING 3 EY0401 NGVD 29 (??/??/92) 0.864 (m) 2.83 (f) ADJ UNCH 2 2 EY0401 EY0401.Superseded values are not recommended for survey control. EY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0401.See file dsdata.txt to determine how the superseded data were derived. EY0401 EY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5087737630(NAD 83) EY0401_MARKER: DE = TRAVERSE STATION DISK EY0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0401_SP_SET: CONCRETE POST EY0401_STAMPING: STEVENSON 1935 EY0401_MARK LOGO: NCGS EY0401_MAGNETIC: N = NO MAGNETIC MATERIAL EY0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0401+STABILITY: SURFACE MOTION EY0401 EY0401 HISTORY - Date Condition Report By EY0401 HISTORY - 1935 MONUMENTED CGS EY0401 HISTORY - 1949 GOOD CGS EY0401 HISTORY - 1963 GOOD NGS EY0401 HISTORY - 1963 GOOD NGS EY0401 HISTORY - 1982 GOOD NCGS EY0401 HISTORY - 19971223 SEE DESCRIPTION NCGS EY0401 EY0401 STATION DESCRIPTION EY0401 EY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY0401'THE STATION IS 2.5 MILES NW OF BELHAVEN ON THE PROPERTY OF EY0401'MRS. GEORGE STEVENSON. THE STATION MARK IS IN THE NE CORNER OF EY0401'LOT, ABOUT 90 FEET W OF CENTER OF RAILROAD TRACKS, AND ABOUT EY0401'58 FEET WNW OF CENTER OF DIRT ROAD, AND ABOUT 65 FEET SSW OF EY0401'FENCE AT N SIDE OF LOT. EY0401' EY0401'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE EY0401'DISKS SET IN CONCRETE. EY0401' EY0401'REFERENCE MARK NO. 1 IS S OF STATION AT E EDGE OF FIELD DIRECTLY EY0401'OPPOSITE A 2-FOOT CORRUGATED-PIPE CULVERT, AND ABOUT 17 FEET W EY0401'OF ITS W END, AND ABOUT 100 FEET NNE OF NE CORNER OF PORTICO EY0401'OF HOUSE. REFERENCE MARK NO. 2 IS NW OF STATION ABOUT 2 FEET S EY0401'OF FENCE. EY0401' EY0401'TO REACH FROM BELHAVEN, GO N ABOUT 2.7 MILES ON HIGHWAY 264 EY0401'AND TURN LEFT JUST BEFORE REACHING CUCKOLDS CREEK BRIDGE AND EY0401'CROSS RAILROAD TRACKS TO STATION ON W SIDE OF ROAD. EY0401' EY0401'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS. EY0401 EY0401 STATION RECOVERY (1949) EY0401 EY0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY0401'STATION AND REFERENCE MARKS WERE FOUND IN GOOD EY0401'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A EY0401'STEEL TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION EY0401'IS ADEQUATE AND CORRECT. EY0401 EY0401 STATION RECOVERY (1963) EY0401 EY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EY0401'1.8 MI NW FROM BELHAVEN. EY0401'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 264 FROM ITS JUNCTION EY0401'WITH STATE HIGHWAY 92 AT BELHAVEN, ABOUT 2.7 MILES NORTHWEST EY0401'OF THE BELHAVEN POST OFFICE, ON THE PROPERTY OF NED WARREN, ABOUT EY0401'200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER EY0401'CUCKOLDS CREEK, 176 FEET WEST OF AND ACROSS A RAILROAD TRACK FROM EY0401'THE CENTER LINE OF THE HIGHWAY, 95.5 FEET SOUTHWEST OF THE CENTER EY0401'OF THE ROAD CROSSING THE TRACK, 52 FEET WEST OF THE CENTER LINE EY0401'OF A DIRT ROAD PARALLEL THE TRACK, 38 FEET NORTHWEST OF THE CENTER EY0401'OF A WOODEN GATE, 51 FEET NORTH OF A 14-INCH PECAN TREE, 23 FEET EY0401'WEST OF A FENCE LINE, 117 FEET NORTH-NORTHWEST OF RM 1, 2 FEET EY0401'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE EY0401'POST FLUSH WITH THE GROUND. EY0401 EY0401 STATION RECOVERY (1963) EY0401 EY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 EY0401'RECOVERED IN GOOD CONDITION. EY0401 EY0401 STATION RECOVERY (1982) EY0401 EY0401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0401'RECOVERED IN GOOD CONDITION. EY0401 EY0401 STATION RECOVERY (1997) EY0401 EY0401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY0401'STATION WAS SEARCHED FOR BUT NOT FOUND. A SOFT SPOT IS AT THE EY0401'REFERENCE POSITION-BELIEVED DESTROYED DURING DITCH IMPROVEMENTS. ONLY EY0401'RM 3 REMAINS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0402 *********************************************************************** EY0402 DESIGNATION - STEVENSON RM 1 EY0402 PID - EY0402 EY0402 STATE/COUNTY- NC/BEAUFORT EY0402 USGS QUAD - PANTEGO (1974) EY0402 EY0402 *CURRENT SURVEY CONTROL EY0402 ___________________________________________________________________ EY0402* NAD 83(1986)- 35 34 15.009 (N) 076 38 44.003 (W) ADJUSTED EY0402* NAVD 88 - 0.762 (meters) 2.50 (feet) ADJUSTED EY0402 ___________________________________________________________________ EY0402 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EY0402 GEOID HEIGHT- -37.10 (meters) GEOID03 EY0402 DYNAMIC HT - 0.762 (meters) 2.50 (feet) COMP EY0402 MODELED GRAV- 979,777.2 (mgal) NAVD 88 EY0402 EY0402 HORZ ORDER - SECOND EY0402 VERT ORDER - THIRD EY0402 EY0402.The North Carolina HARNS have been completed but, EY0402.due to contractual restrictions, coordinates for these stations EY0402.will NOT be published in the near future. In the interim, the EY0402.published coordinates in North Carolina will not be EY0402.consistent with the Continuously Operating Reference Stations EY0402.(CORS). The HARN coordinates for these stations are available EY0402.upon request. Contact Gary Thompson(919-733-3836). EY0402. EY0402.In addition, the published North Carolina positions EY0402.(NAD 83 (1986)) are NOT consistent with those determined in EY0402.adjacent state readjustments. The discontinuity between stations EY0402.located in North Carolina and those in adjacent states EY0402.which have been adjusted to the HARN may be as much as 5 EY0402.decimeters. This will result in a significant loss of accuracy EY0402.over lines crossing such state borders. EY0402 EY0402 EY0402.The horizontal coordinates were established by classical geodetic methods EY0402.and adjusted by the National Geodetic Survey in July 1998. EY0402 EY0402.The orthometric height was determined by differential leveling EY0402.and adjusted by the National Geodetic Survey in June 1991. EY0402 EY0402.The Laplace correction was computed from DEFLEC99 derived deflections. EY0402 EY0402.The geoid height was determined by GEOID03. EY0402 EY0402.The dynamic height is computed by dividing the NAVD 88 EY0402.geopotential number by the normal gravity value computed on the EY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0402.degrees latitude (g = 980.6199 gals.). EY0402 EY0402.The modeled gravity was interpolated from observed gravity values. EY0402 EY0402; North East Units Scale Factor Converg. EY0402;SPC NC - 204,517.295 822,986.849 MT 0.99988805 +1 21 32.1 EY0402;SPC NC - 670,987.16 2,700,082.69 sFT 0.99988805 +1 21 32.1 EY0402;UTM 18 - 3,937,595.413 350,883.844 MT 0.99987401 -0 57 26.7 EY0402 EY0402! - Elev Factor x Scale Factor = Combined Factor EY0402!SPC NC - 1.00000570 x 0.99988805 = 0.99989375 EY0402!UTM 18 - 1.00000570 x 0.99987401 = 0.99987971 EY0402 EY0402 SUPERSEDED SURVEY CONTROL EY0402 EY0402 NAVD 88 (07/14/98) 1.08 (m) 3.5 (f) LEVELING 3 EY0402 NGVD 29 (??/??/92) 1.085 (m) 3.56 (f) ADJ UNCH 3 0 EY0402 EY0402.Superseded values are not recommended for survey control. EY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0402.See file dsdata.txt to determine how the superseded data were derived. EY0402 EY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5088437595(NAD 83) EY0402_MARKER: DR = REFERENCE MARK DISK EY0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0402_SP_SET: MONUMENT EY0402_STAMPING: STEVENSON RM 1 1935 EY0402_MARK LOGO: CGS EY0402_MAGNETIC: N = NO MAGNETIC MATERIAL EY0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0402+STABILITY: SURFACE MOTION EY0402 EY0402 HISTORY - Date Condition Report By EY0402 HISTORY - 1935 MONUMENTED CGS EY0402 HISTORY - 1948 GOOD NGS EY0402 HISTORY - 19971223 SEE DESCRIPTION NCGS EY0402 EY0402 STATION DESCRIPTION EY0402 EY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 EY0402'2.5 MI NW FROM BELHAVEN. EY0402'LOCATED 2.7 MILES NORTHWEST ALONG HIGHWAY 264 FROM THE POST EY0402'OFFICE IN BELHAVEN, N.C. ON THE PROPERTY OF NED WARREN, 110.0 EY0402'FEET NNW OF CORNER OF DWELLING, 26.8 FEET WEST OF UNPAVED ROAD EY0402'DIRECTLY OPPOSITE OF A 2 FOOT CORREGATED PIPE CULVERT, 2.0 FEET EY0402'EAST OF A FENCE, 15.0 FEET NE AND 17.0 FEET SE OF PECAN TREES. EY0402'A STANDARD REFERENCE MARK DISK STAMPED STEVENSON NO. 1, 1935 EY0402'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING EY0402'8 INCHES ABOVE GROUND. EY0402 EY0402 STATION RECOVERY (1997) EY0402 EY0402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY0402'STATION WAS SEARCHED FOR BUT NOT FOUND. A SOFT SPOT IS AT THE EY0402'REFERENCE POSITION-BELIEVED DESTROYED DURING DITCH IMPROVEMENTS. ONLY EY0402'RM 3 REMAINS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4125 *********************************************************************** EY4125 DESIGNATION - STEVENSON RM 3 EY4125 PID - EY4125 EY4125 STATE/COUNTY- NC/BEAUFORT EY4125 USGS QUAD - PANTEGO (1974) EY4125 EY4125 *CURRENT SURVEY CONTROL EY4125 ___________________________________________________________________ EY4125* NAD 83(1986)- 35 34 16.060 (N) 076 38 45.787 (W) ADJUSTED EY4125* NAVD 88 - 0.950 (meters) 3.12 (feet) ADJUSTED EY4125 ___________________________________________________________________ EY4125 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EY4125 GEOID HEIGHT- -37.09 (meters) GEOID03 EY4125 DYNAMIC HT - 0.949 (meters) 3.11 (feet) COMP EY4125 MODELED GRAV- 979,777.3 (mgal) NAVD 88 EY4125 EY4125 HORZ ORDER - SECOND EY4125 VERT ORDER - SECOND CLASS II EY4125 EY4125.The North Carolina HARNS have been completed but, EY4125.due to contractual restrictions, coordinates for these stations EY4125.will NOT be published in the near future. In the interim, the EY4125.published coordinates in North Carolina will not be EY4125.consistent with the Continuously Operating Reference Stations EY4125.(CORS). The HARN coordinates for these stations are available EY4125.upon request. Contact Gary Thompson(919-733-3836). EY4125. EY4125.In addition, the published North Carolina positions EY4125.(NAD 83 (1986)) are NOT consistent with those determined in EY4125.adjacent state readjustments. The discontinuity between stations EY4125.located in North Carolina and those in adjacent states EY4125.which have been adjusted to the HARN may be as much as 5 EY4125.decimeters. This will result in a significant loss of accuracy EY4125.over lines crossing such state borders. EY4125 EY4125 EY4125.The horizontal coordinates were established by classical geodetic methods EY4125.and adjusted by the National Geodetic Survey in July 1998. EY4125 EY4125.The orthometric height was determined by differential leveling EY4125.and adjusted by the National Geodetic Survey in June 1991. EY4125 EY4125.The Laplace correction was computed from DEFLEC99 derived deflections. EY4125 EY4125.The geoid height was determined by GEOID03. EY4125 EY4125.The dynamic height is computed by dividing the NAVD 88 EY4125.geopotential number by the normal gravity value computed on the EY4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4125.degrees latitude (g = 980.6199 gals.). EY4125 EY4125.The modeled gravity was interpolated from observed gravity values. EY4125 EY4125; North East Units Scale Factor Converg. EY4125;SPC NC - 204,548.609 822,941.177 MT 0.99988808 +1 21 31.1 EY4125;SPC NC - 671,089.89 2,699,932.84 sFT 0.99988808 +1 21 31.1 EY4125;UTM 18 - 3,937,628.546 350,839.475 MT 0.99987418 -0 57 27.7 EY4125 EY4125! - Elev Factor x Scale Factor = Combined Factor EY4125!SPC NC - 1.00000567 x 0.99988808 = 0.99989375 EY4125!UTM 18 - 1.00000567 x 0.99987418 = 0.99987985 EY4125 EY4125 SUPERSEDED SURVEY CONTROL EY4125 EY4125 NAVD 88 (07/14/98) 0.76 (m) 2.5 (f) LEVELING 3 EY4125 EY4125.Superseded values are not recommended for survey control. EY4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4125.See file dsdata.txt to determine how the superseded data were derived. EY4125 EY4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5083937629(NAD 83) EY4125_MARKER: DR = REFERENCE MARK DISK EY4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4125_SP_SET: CONCRETE POST EY4125_STAMPING: STEVENSON 1935 NO 3 1982 EY4125_MARK LOGO: NGS EY4125_MAGNETIC: N = NO MAGNETIC MATERIAL EY4125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4125+STABILITY: SURFACE MOTION EY4125 EY4125 HISTORY - Date Condition Report By EY4125 HISTORY - 1982 MONUMENTED NCGS EY4125 HISTORY - 19971223 GOOD NCGS EY4125 EY4125 STATION DESCRIPTION EY4125 EY4125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4125'03.2 KM (2.0 MI) NE FROM BELHAVEN. EY4125'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF BELHAVEN. EY4125'ALONG US 264 FOR 2.9 KM (1.85 MI) NORTHEAST FROM THE INTERSECTION EY4125'WITH NC 92, AT SR 1706. THE STATION IS LOCATED 15.5 METERS (50.9 FT) EY4125'SOUTH OF THE CENTERLINE OF THE ROAD, 16.4 METERS (54.0 FT) WEST OF EY4125'THE CENTERLINE OF THE HIGHWAY, 11.4 METERS (37.4 FT) NORTH OF A EY4125'TELEPHONE PEDESTAL (1052), 11.1 METERS (36.4 FT) EAST OF THE EAST EY4125'RAIL OF THE RAILROAD TRACK, AND 6.9 METERS (22.6 FT) NORTHEAST OF A EY4125'TELEPHONE POLE (1052) WITH A REFERENCE TAG. MARK IS SET INTO A EY4125'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY. EY4125 EY4125 STATION RECOVERY (1997) EY4125 EY4125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EY4125'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF BELHAVEN. EY4125'PROCEED ALONG US 264 FROM NC 92 FOR 1.85 MI (2.98 KM) TO SR 1706, EY4125'THENCE ALONG SR 1706, CROSSING THE RAILROAD TRACKS, TO THE STATION, EY4125'NEAR A PASTURE. MARK IS FLUSH WITH THE GROUND. LOCATED 50.9 FT (15.5 EY4125'M) SOUTH OF THE CENTERLINE OF SR 1706, 54.3 FT (16.6 M) WEST OF THE EY4125'CENTERLINE OF US 264, 36.4 FT (11.1 M) EAST OF THE EAST RAIL OF EY4125'TRACKS, 37.4 FT (11.4 M) NORTH OF A TELEPHONE PEDESTAL NO 1052, AND EY4125'22.6 FT (6.9 M) NORTHEAST OF POLE NO 1052 WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2193 *********************************************************************** EY2193 DESIGNATION - STIN EY2193 PID - EY2193 EY2193 STATE/COUNTY- NC/BEAUFORT EY2193 USGS QUAD - WASHINGTON (1983) EY2193 EY2193 *CURRENT SURVEY CONTROL EY2193 ___________________________________________________________________ EY2193* NAD 83(1986)- 35 31 22.32464(N) 077 01 24.89580(W) ADJUSTED EY2193* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2193 ___________________________________________________________________ EY2193 LAPLACE CORR- -1.87 (seconds) DEFLEC99 EY2193 GEOID HEIGHT- -36.70 (meters) GEOID03 EY2193 EY2193 HORZ ORDER - THIRD EY2193 EY2193.The North Carolina HARNS have been completed but, EY2193.due to contractual restrictions, coordinates for these stations EY2193.will NOT be published in the near future. In the interim, the EY2193.published coordinates in North Carolina will not be EY2193.consistent with the Continuously Operating Reference Stations EY2193.(CORS). The HARN coordinates for these stations are available EY2193.upon request. Contact Gary Thompson(919-733-3836). EY2193. EY2193.In addition, the published North Carolina positions EY2193.(NAD 83 (1986)) are NOT consistent with those determined in EY2193.adjacent state readjustments. The discontinuity between stations EY2193.located in North Carolina and those in adjacent states EY2193.which have been adjusted to the HARN may be as much as 5 EY2193.decimeters. This will result in a significant loss of accuracy EY2193.over lines crossing such state borders. EY2193 EY2193 EY2193.The horizontal coordinates were established by classical geodetic methods EY2193.and adjusted by the National Geodetic Survey in July 1986. EY2193 EY2193.The orthometric height was scaled from a topographic map. EY2193 EY2193.The Laplace correction was computed from DEFLEC99 derived deflections. EY2193 EY2193.The geoid height was determined by GEOID03. EY2193 EY2193; North East Units Scale Factor Converg. EY2193;SPC NC - 198,449.531 788,836.887 MT 0.99988375 +1 08 26.6 EY2193;SPC NC - 651,079.84 2,588,042.35 sFT 0.99988375 +1 08 26.6 EY2193;UTM 18 - 3,932,912.737 316,514.593 MT 1.00001490 -1 10 33.9 EY2193 EY2193! - Elev Factor x Scale Factor = Combined Factor EY2193!SPC NC - 1.00000581 x 0.99988375 = 0.99988956 EY2193!UTM 18 - 1.00000581 x 1.00001490 = 1.00002071 EY2193 EY2193: Primary Azimuth Mark Grid Az EY2193:SPC NC - LION 137 12 14.5 EY2193:UTM 18 - LION 139 31 15.0 EY2193 EY2193|---------------------------------------------------------------------| EY2193| PID Reference Object Distance Geod. Az | EY2193| dddmmss.s | EY2193| EY4662 STIN RM 1 22.810 METERS 00706 | EY2193| EY4663 STIN RM 2 30.220 METERS 04954 | EY2193| EY2129 LION APPROX. 2.0 KM 1382041.1 | EY2193| EY2134 MC WILLIAMS POINT SHOAL LIGHT APPROX. 1.7 KM 1701127.3 | EY2193| EY2190 RODMAN POINT SHOAL BEACON APPROX. 1.3 KM 2791515.0 | EY2193|---------------------------------------------------------------------| EY2193 EY2193 SUPERSEDED SURVEY CONTROL EY2193 EY2193 NAD 27 - 35 31 21.73700(N) 077 01 26.07100(W) AD( ) 3 EY2193 EY2193.Superseded values are not recommended for survey control. EY2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2193.See file dsdata.txt to determine how the superseded data were derived. EY2193 EY2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1651532913(NAD 83) EY2193_MARKER: DS = TRIANGULATION STATION DISK EY2193_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2193_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2193 EY2193 HISTORY - Date Condition Report By EY2193 HISTORY - 1933 MONUMENTED CGS EY2193 HISTORY - 1948 SEE DESCRIPTION CGS EY2193 EY2193 STATION DESCRIPTION EY2193 EY2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2193'STATION IS ON THE N SHORE OF THE PAMLICO RIVER, ON AUSTIN POINT, IN EY2193'VICINITY OF OLD STATION AUSTIN POINT 2, WHICH HAS BEEN DEFACED AND EY2193'IS NEAR THE EDGE OF WATER. STATION IS ABOUT 1 MILE E OF EY2193'WASHINGTON, AND ON FIRST PROMINENT POINT E OF THE FACTORY, ABOUT EY2193'650 YARDS E OF FACTORY OF THE ROYSTER FERTILIZER COMPANY, IN EY2193'SPACE THAT IS CLEAR EXCEPT FOR A NUMBER OF LARGE PINES AND EY2193'CYPRESS TREES, 7 METERS FROM SHORE LINE, 4 FEET ABOVE EY2193'WATER LEVEL, AND DIRECTLY INSHORE FROM OLD STATION AUSTIN POINT EY2193'2. IT IS NEAR A 20-INCH CYPRESS WITH TRIANGULAR BLAZE. EY2193' EY2193'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EY2193'IN TOPS OF TILES. EY2193' EY2193'REFERENCE MARK NO. 1 IS ABOUT N OF THE STATION AND NEAR A EY2193'30-INCH PINE WITH TRIANGULAR BLAZE. EY2193' EY2193'REFERENCE MARK NO. 2 IS THAT OF 1914, AND IT IS ABOUT NE OF THE EY2193'STATION AND NEAR 24-INCH PINE WITH TRIANGULAR BLAZE. EY2193' EY2193'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS. EY2193 EY2193 STATION RECOVERY (1948) EY2193 EY2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2193'STATION IS ON THE N SHORE OF THE PAMLICO RIVER, ABOUT 2 MILES EY2193'E OF WASHINGTON, ON AUSTIN POINT. STATION MARK AND R.M. 2 HAVE EY2193'BEEN DESTROYED. THE 30-INCH CYPRESS WITH A TRIANGULAR BLAZE EY2193'IS NOW OUTSIDE HIGH-WATER LINE. EY2193' EY2193'R.M. 1 IS ABOUT N OF THE STATION AND 2.6 METERS E FROM TWIN EY2193'PINE TREES APPROXIMATELY 30 INCHES IN DIAMETER. IT IS 9.5 METERS EY2193'FROM MEAN HIGH WATER AND IS IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3466 *********************************************************************** EY3466 DESIGNATION - STOCK EY3466 PID - EY3466 EY3466 STATE/COUNTY- NC/BEAUFORT EY3466 USGS QUAD - PAMLICO BEACH (1974) EY3466 EY3466 *CURRENT SURVEY CONTROL EY3466 ___________________________________________________________________ EY3466* NAD 83(1986)- 35 28 55.60883(N) 076 35 51.44981(W) ADJUSTED EY3466* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3466 ___________________________________________________________________ EY3466 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY3466 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3466 EY3466 HORZ ORDER - SECOND EY3466 EY3466.The North Carolina HARNS have been completed but, EY3466.due to contractual restrictions, coordinates for these stations EY3466.will NOT be published in the near future. In the interim, the EY3466.published coordinates in North Carolina will not be EY3466.consistent with the Continuously Operating Reference Stations EY3466.(CORS). The HARN coordinates for these stations are available EY3466.upon request. Contact Gary Thompson(919-733-3836). EY3466. EY3466.In addition, the published North Carolina positions EY3466.(NAD 83 (1986)) are NOT consistent with those determined in EY3466.adjacent state readjustments. The discontinuity between stations EY3466.located in North Carolina and those in adjacent states EY3466.which have been adjusted to the HARN may be as much as 5 EY3466.decimeters. This will result in a significant loss of accuracy EY3466.over lines crossing such state borders. EY3466 EY3466 EY3466.The horizontal coordinates were established by classical geodetic methods EY3466.and adjusted by the National Geodetic Survey in July 1986. EY3466 EY3466.The orthometric height was scaled from a topographic map. EY3466 EY3466.The Laplace correction was computed from DEFLEC99 derived deflections. EY3466 EY3466.The geoid height was determined by GEOID03. EY3466 EY3466; North East Units Scale Factor Converg. EY3466;SPC NC - 194,781.639 827,568.257 MT 0.99988064 +1 23 11.7 EY3466;SPC NC - 639,046.09 2,715,113.52 sFT 0.99988064 +1 23 11.7 EY3466;UTM 18 - 3,927,682.806 355,068.148 MT 0.99985886 -0 55 39.0 EY3466 EY3466! - Elev Factor x Scale Factor = Combined Factor EY3466!SPC NC - 1.00000574 x 0.99988064 = 0.99988638 EY3466!UTM 18 - 1.00000574 x 0.99985886 = 0.99986460 EY3466 EY3466: Primary Azimuth Mark Grid Az EY3466:SPC NC - BELHAVEN MUNICIPAL TANK 337 57 18.3 EY3466:UTM 18 - BELHAVEN MUNICIPAL TANK 340 16 09.0 EY3466 EY3466|---------------------------------------------------------------------| EY3466| PID Reference Object Distance Geod. Az | EY3466| dddmmss.s | EY3466| EY3994 DURANTS POINT BEACON APPROX. 4.4 KM 0065100.9 | EY3466| EY3468 WOODSTOCK POINT BEACON APPROX. 0.9 KM 0795027.5 | EY3466| EY5530 STOCK RM 1 16.288 METERS 19408 | EY3466| EY5531 STOCK RM 2 10.284 METERS 26553 | EY3466| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 6.8 KM 3392030.0 | EY3466|---------------------------------------------------------------------| EY3466 EY3466 SUPERSEDED SURVEY CONTROL EY3466 EY3466 NAD 27 - 35 28 55.01100(N) 076 35 52.70600(W) AD( ) 2 EY3466 EY3466.Superseded values are not recommended for survey control. EY3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3466.See file dsdata.txt to determine how the superseded data were derived. EY3466 EY3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5506827683(NAD 83) EY3466_MARKER: DS = TRIANGULATION STATION DISK EY3466_SETTING: 0 = UNSPECIFIED SETTING EY3466 EY3466 HISTORY - Date Condition Report By EY3466 HISTORY - 1933 MONUMENTED CGS EY3466 HISTORY - 1935 GOOD CGS EY3466 HISTORY - 1949 GOOD CGS EY3466 EY3466 STATION DESCRIPTION EY3466 EY3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3466'STATION IS ON THE W SIDE OF THE PUNGO RIVER, ON WOODSTOCK POINT, EY3466'ABOUT 1.6 MILES N OF THE MOUTH OF JORDAN CREEK, IN FIRM GROUND 5 EY3466'FEET ABOVE WATER. THE STATION IS 20 METERS FROM THE SHORE LINE EY3466'OF A ROUNDING POINT, 33 FEET FROM A CULTIVATED FIELD, AND IS A EY3466'STANDARD DISK STAMPED STOCK 1933, SET IN 8-INCH TILE PIPE, WITH EY3466'A CONCRETE COLLAR AROUND THE PIPE FROM THE GROUND UP 8 INCHES. EY3466'THE STATION APPEARS TO BE A MOUND. EY3466' EY3466'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1 1933, SET EY3466'IN 6-INCH TILE, IN A SOUTHERLY OR EY3466'SOUTHWESTERLY DIRECTION FROM THE STATION. REFERENCE MARK NO. 2 EY3466'IS SIMILAR TO REFERENCE MARK NO. 1 W OF THE STATION, AND AT EDGE EY3466'OF THE CULTIVATED FIELD. EY3466' EY3466'HEIGHT OF SIGNAL ABOVE STATION MARK 2.44 METERS. EY3466 EY3466 STATION RECOVERY (1935) EY3466 EY3466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3466'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION AS EY3466'OF 1933 IS COMPLETE WITH THE EXCEPTION OF INSTRUCTIONS AS TO HOW EY3466'THE STATION MAY BE REACHED BY LAND. EY3466' EY3466'TO REACH FROM WASHINGTON FOLLOW HIGHWAY 264 E 19.6 MILES TO EY3466'TANKARDS FILLING STATION IN YEATSVILLE. SET 0.0 AND TURN RIGHT EY3466'ON DIRT ROAD. AT 2.7 TURN LEFT AT SIGN WINSTEADVILLE 6 MILES. AT EY3466'5.7 KEEP STRAIGHT AT CROSS ROAD. AT 8.3 TURN LEFT AT WINSTEADS EY3466'STORE AT CROSSROADS. AT 10.1 TURN LEFT AT WHITE HOUSE ON LEFT. EY3466'AT 10.6 TURN RIGHT AT TWO MAIL BOXES. AT 10.8 TURN SHARP RIGHT. EY3466'AT 10.9 KEEP RIGHT. AT 11.3 KEEP RIGHT. AT 11.4 TURN LEFT ONTO EY3466'FIELD ROAD, FOLLOW TO SHORE AND TURN RIGHT ALONG SHORE TO EY3466'STATION AT 11.6. EY3466 EY3466 STATION RECOVERY (1949) EY3466 EY3466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3466'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3466'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A EY3466'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY3466'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3466' EY3466'STATION IS ON THE W SIDE OF THE PUNGO RIVER, ON WOODSTOCK PT., EY3466'34.0 FEET N OF A BLAZED 12-INCH PINE TREE, 19.0 FEET E OF A BLAZED EY3466'12-INCH CEDAR TREE, AND 7.0 FEET SW OF THE EDGE OF THE BANK. EY3466' EY3466'STATION MARK IS A BRONZE STATION DISK, STAMPED STOCK 1933, SET EY3466'IN THE TOP OF A CONCRETE-FILLED TILE PROJECTING 2 INCHES ABOVE EY3466'GROUND. EY3466' EY3466'R.M. 1 IS SW OF THE STATION, 32.0 FEET W OF THE PINE, 40.1 FEET EY3466'SW OF THE CEDAR, AND 38.0 FEET SE OF THE TREE LINE AT THE EDGE EY3466'OF THE CULTIVATED FIELD. IT IS A BRONZE REFERENCE DISK, STAMPED EY3466'NO 1 1933, SET IN THE TOP OF A CONCRETE-FILLED TILE PROJECTING EY3466'4 INCHES ABOVE GROUND. EY3466' EY3466'R.M. 2 IS W OF THE STATION, AT THE EDGE OF THE FIELD, 23.5 FEET EY3466'SW OF THE EDGE OF THE BANK, AND 6.0 FEET NE OF A 14-INCH GUM TREE, EY3466'THE MOST E TREE OF THE LINE OF TREES AT THE EDGE OF THE FIELD. IT EY3466'IS A BRONZE REFERENCE DISK, STAMPED NO 2 1933, SET IN THE TOP OF EY3466'A CONCRETE-FILLED TILE PROJECTING 2 INCHES ABOVE GROUND. EY3466' EY3466'TO REACH THE STATION FROM WINSTEADVILLE, TAKE ROAD E FOR 1.8 EY3466'MILES, TURN LEFT AND CONTINUE 0.5 MILE TO FIELD ROAD ON RIGHT, EY3466'FOLLOW FIELD ROAD 0.2 MILE TO RIGHT TURN ON WOODS ROAD, PROCEED EY3466'0.5 MILE ON WOODS ROAD TO EDGE OF FIELD, CONTINUE ALONG EDGE OF EY3466'FIELD 0.1 MILE TO DITCH, TURN LEFT ALONG DITCH TO SHORELINE, THEN EY3466'RIGHT ALONG SHORE ABOUT 0.1 MILE TO POINT AND STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9104 *********************************************************************** AF9104 DESIGNATION - STRAIT AF9104 PID - AF9104 AF9104 STATE/COUNTY- NC/BEAUFORT AF9104 USGS QUAD - BELHAVEN (1974) AF9104 AF9104 *CURRENT SURVEY CONTROL AF9104 ___________________________________________________________________ AF9104* NAD 83(1986)- 35 33 24.18544(N) 076 35 38.51909(W) ADJUSTED AF9104* NAVD 88 - 1.9 (meters) 6. (feet) VERT ANG AF9104 ___________________________________________________________________ AF9104 LAPLACE CORR- -2.66 (seconds) DEFLEC99 AF9104 GEOID HEIGHT- -37.19 (meters) GEOID03 AF9104 AF9104 HORZ ORDER - SECOND AF9104 AF9104.The North Carolina HARNS have been completed but, AF9104.due to contractual restrictions, coordinates for these stations AF9104.will NOT be published in the near future. In the interim, the AF9104.published coordinates in North Carolina will not be AF9104.consistent with the Continuously Operating Reference Stations AF9104.(CORS). The HARN coordinates for these stations are available AF9104.upon request. Contact Gary Thompson(919-733-3836). AF9104. AF9104.In addition, the published North Carolina positions AF9104.(NAD 83 (1986)) are NOT consistent with those determined in AF9104.adjacent state readjustments. The discontinuity between stations AF9104.located in North Carolina and those in adjacent states AF9104.which have been adjusted to the HARN may be as much as 5 AF9104.decimeters. This will result in a significant loss of accuracy AF9104.over lines crossing such state borders. AF9104 AF9104 AF9104.The horizontal coordinates were established by classical geodetic methods AF9104.and adjusted by the National Geodetic Survey in July 1998. AF9104 AF9104.The orthometric height was determined by vertical angle observations. AF9104 AF9104.The Laplace correction was computed from DEFLEC99 derived deflections. AF9104 AF9104.The geoid height was determined by GEOID03. AF9104 AF9104; North East Units Scale Factor Converg. AF9104;SPC NC - 203,063.527 827,693.510 MT 0.99988671 +1 23 19.1 AF9104;SPC NC - 666,217.59 2,715,524.46 sFT 0.99988671 +1 23 19.1 AF9104;UTM 18 - 3,935,952.666 355,527.809 MT 0.99985721 -0 55 37.6 AF9104 AF9104! - Elev Factor x Scale Factor = Combined Factor AF9104!SPC NC - 1.00000554 x 0.99988671 = 0.99989225 AF9104!UTM 18 - 1.00000554 x 0.99985721 = 0.99986275 AF9104 AF9104 SUPERSEDED SURVEY CONTROL AF9104 AF9104.No superseded survey control is available for this station. AF9104 AF9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5552835953(NAD 83) AF9104_MARKER: DE = TRAVERSE STATION DISK AF9104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9104_STAMPING: STRAIT 1982 AF9104_MARK LOGO: NCGS AF9104_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9104+STABILITY: SURFACE MOTION AF9104 AF9104 HISTORY - Date Condition Report By AF9104 HISTORY - 1982 MONUMENTED NCGS AF9104 AF9104 STATION DESCRIPTION AF9104 AF9104'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) AF9104'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF BELHAVEN AND AF9104'15.0 KM (9.30 MI) WEST-NORTHWEST OF SCRANTON. ALONG US 264 FOR 3.2 KM AF9104'(2.00 MI) EAST FROM NC 92, IN A TRAFFIC ISLAND FORMED BY US 264 BYPASS AF9104'AND BUSINESS, AND ON THE PROLONGATION OF US 264 BUSINESS. MARK IS AF9104'RECESSED 4 INCHES BELOW GROUND. LOCATED 1.9 M (6.2 FT) SOUTH OF THE AF9104'NORTH EDGE OF THE TRAFFIC ISLAND, 4.4 M (14.4 FT) NORTH OF THE SOUTH AF9104'EDGE OF THE TRAFFIC ISLAND, 18.9 M (62.0 FT) 62.0 FT) WEST OF THE EAST AF9104'EDGE OF THE TRAFFIC ISLAND, 65.0 M (213.3 FT) EAST OF THE WEST EDGE OF AF9104'THE TRAFFIC ISLAND--AND 40.9 M (134.2 FT) NORTHEAST OF A 24-INCH PINE, AF9104'39.3 M (128.9 FT) NORTHWEST OF A PEDESTAL POST--BOTH WITH REFERENCE AF9104'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2161 *********************************************************************** EY2161 DESIGNATION - STREET EY2161 PID - EY2161 EY2161 STATE/COUNTY- NC/BEAUFORT EY2161 USGS QUAD - WASHINGTON (1983) EY2161 EY2161 *CURRENT SURVEY CONTROL EY2161 ___________________________________________________________________ EY2161* NAD 83(1986)- 35 32 41.82853(N) 077 03 44.28781(W) ADJUSTED EY2161* NAVD 88 - 2. (meters) 7. (feet) SCALED EY2161 ___________________________________________________________________ EY2161 LAPLACE CORR- -2.15 (seconds) DEFLEC99 EY2161 GEOID HEIGHT- -36.62 (meters) GEOID03 EY2161 EY2161 HORZ ORDER - THIRD EY2161 EY2161.The North Carolina HARNS have been completed but, EY2161.due to contractual restrictions, coordinates for these stations EY2161.will NOT be published in the near future. In the interim, the EY2161.published coordinates in North Carolina will not be EY2161.consistent with the Continuously Operating Reference Stations EY2161.(CORS). The HARN coordinates for these stations are available EY2161.upon request. Contact Gary Thompson(919-733-3836). EY2161. EY2161.In addition, the published North Carolina positions EY2161.(NAD 83 (1986)) are NOT consistent with those determined in EY2161.adjacent state readjustments. The discontinuity between stations EY2161.located in North Carolina and those in adjacent states EY2161.which have been adjusted to the HARN may be as much as 5 EY2161.decimeters. This will result in a significant loss of accuracy EY2161.over lines crossing such state borders. EY2161 EY2161 EY2161.The horizontal coordinates were established by classical geodetic methods EY2161.and adjusted by the National Geodetic Survey in July 1986. EY2161 EY2161.The orthometric height was scaled from a topographic map. EY2161 EY2161.The Laplace correction was computed from DEFLEC99 derived deflections. EY2161 EY2161.The geoid height was determined by GEOID03. EY2161 EY2161; North East Units Scale Factor Converg. EY2161;SPC NC - 200,829.830 785,278.112 MT 0.99988564 +1 07 06.2 EY2161;SPC NC - 658,889.20 2,576,366.61 sFT 0.99988564 +1 07 06.2 EY2161;UTM 18 - 3,935,435.327 313,054.491 MT 1.00003069 -1 11 57.3 EY2161 EY2161! - Elev Factor x Scale Factor = Combined Factor EY2161!SPC NC - 1.00000549 x 0.99988564 = 0.99989113 EY2161!UTM 18 - 1.00000549 x 1.00003069 = 1.00003618 EY2161 EY2161: Primary Azimuth Mark Grid Az EY2161:SPC NC - HAVENS 123 52 39.2 EY2161:UTM 18 - HAVENS 126 11 42.7 EY2161 EY2161|---------------------------------------------------------------------| EY2161| PID Reference Object Distance Geod. Az | EY2161| dddmmss.s | EY2161| EY2189 HAVENS APPROX. 0.6 KM 1245945.4 | EY2161| EY2110 END 437.223 METERS 1845754.3 | EY2161| EY2128 LINE APPROX. 0.9 KM 2621015.7 | EY2161| EY2119 HACKNEY HOUSE CHIMNEY 298.145 METERS 29746 | EY2161|---------------------------------------------------------------------| EY2161 EY2161 SUPERSEDED SURVEY CONTROL EY2161 EY2161 NAD 27 - 35 32 41.25400(N) 077 03 45.45800(W) AD( ) 3 EY2161 EY2161.Superseded values are not recommended for survey control. EY2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2161.See file dsdata.txt to determine how the superseded data were derived. EY2161 EY2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1305435435(NAD 83) EY2161_MARKER: DS = TRIANGULATION STATION DISK EY2161_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY2161_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2161_STAMPING: STREET 1914 EY2161_MARK LOGO: CGS EY2161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2161 EY2161 HISTORY - Date Condition Report By EY2161 HISTORY - 1914 MONUMENTED CGS EY2161 HISTORY - 1948 MARK NOT FOUND CGS EY2161 EY2161 STATION DESCRIPTION EY2161 EY2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2161'STATION IS ON THE N SIDE OF PAMLICO RIVER, IN THE CITY OF EY2161'WASHINGTON, AT THE FOOT OF PIERCE STREET, ABOUT 10 YARDS FROM THE EY2161'EXTREME TERMINUS OF THE STREET, ON THE LINE OF THE TREES ON THE EY2161'E SIDE OF THE STREET, 2 YARDS FROM THE E FENCE LINE. EY2161' EY2161'THE STATION IS MARKED BY A BRONZE TABLET SET IN CONCRETE. EY2161'THERE IS NO REFERENCE MARK. EY2161 EY2161 STATION RECOVERY (1948) EY2161 EY2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2161'ACCORDING TO MRS. WILLIAMS WHO RESIDES AT CORNER OF PIERCE AND EY2161'WEST MAIN STREETS (THE AREA WHERE THIS MARK WAS LOCATED), THE EY2161'MARK HAS WASHED OUT AND BEEN FILLED IN TWICE SINCE 1914. EY2161' EY2161'STATION IS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3540 *********************************************************************** EY3540 DESIGNATION - STRICKLAND EY3540 PID - EY3540 EY3540 STATE/COUNTY- NC/BEAUFORT EY3540 USGS QUAD - SOUTH CREEK (1993) EY3540 EY3540 *CURRENT SURVEY CONTROL EY3540 ___________________________________________________________________ EY3540* NAD 83(1986)- 35 21 48.83087(N) 076 42 34.61822(W) ADJUSTED EY3540* NAVD 88 - 1.1 (meters) 4. (feet) VERTCON EY3540 ___________________________________________________________________ EY3540 LAPLACE CORR- -0.82 (seconds) DEFLEC99 EY3540 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3540 EY3540 HORZ ORDER - SECOND EY3540 EY3540.The North Carolina HARNS have been completed but, EY3540.due to contractual restrictions, coordinates for these stations EY3540.will NOT be published in the near future. In the interim, the EY3540.published coordinates in North Carolina will not be EY3540.consistent with the Continuously Operating Reference Stations EY3540.(CORS). The HARN coordinates for these stations are available EY3540.upon request. Contact Gary Thompson(919-733-3836). EY3540. EY3540.In addition, the published North Carolina positions EY3540.(NAD 83 (1986)) are NOT consistent with those determined in EY3540.adjacent state readjustments. The discontinuity between stations EY3540.located in North Carolina and those in adjacent states EY3540.which have been adjusted to the HARN may be as much as 5 EY3540.decimeters. This will result in a significant loss of accuracy EY3540.over lines crossing such state borders. EY3540 EY3540 EY3540.The horizontal coordinates were established by classical geodetic methods EY3540.and adjusted by the National Geodetic Survey in July 1986. EY3540 EY3540.The NAVD 88 height was computed by applying the VERTCON shift value to EY3540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3540 EY3540.The Laplace correction was computed from DEFLEC99 derived deflections. EY3540 EY3540.The geoid height was determined by GEOID03. EY3540 EY3540; North East Units Scale Factor Converg. EY3540;SPC NC - 181,393.723 817,712.563 MT 0.99987449 +1 19 19.0 EY3540;SPC NC - 595,122.57 2,682,778.63 sFT 0.99987449 +1 19 19.0 EY3540;UTM 18 - 3,914,703.528 344,680.190 MT 0.99989730 -0 59 22.8 EY3540 EY3540! - Elev Factor x Scale Factor = Combined Factor EY3540!SPC NC - 1.00000568 x 0.99987449 = 0.99988017 EY3540!UTM 18 - 1.00000568 x 0.99989730 = 0.99990298 EY3540 EY3540: Primary Azimuth Mark Grid Az EY3540:SPC NC - LAB 271 38 18.0 EY3540:UTM 18 - LAB 273 56 59.8 EY3540 EY3540|---------------------------------------------------------------------| EY3540| PID Reference Object Distance Geod. Az | EY3540| dddmmss.s | EY3540| EY3524 LAB APPROX. 0.6 KM 2725737.0 | EY3540|---------------------------------------------------------------------| EY3540 EY3540 SUPERSEDED SURVEY CONTROL EY3540 EY3540 NAD 27 - 35 21 48.21764(N) 076 42 35.87154(W) AD( ) 2 EY3540 NGVD 29 (07/19/86) 1.4 (m) 5. (f) VERT ANG EY3540 EY3540.Superseded values are not recommended for survey control. EY3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3540.See file dsdata.txt to determine how the superseded data were derived. EY3540 EY3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4468014704(NAD 83) EY3540_MARKER: DE = TRAVERSE STATION DISK EY3540_SETTING: 0 = UNSPECIFIED SETTING EY3540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3540 EY3540 HISTORY - Date Condition Report By EY3540 HISTORY - 1969 MONUMENTED NCGS EY3540 HISTORY - 19830101 MARK NOT FOUND NCGS EY3540 EY3540 STATION DESCRIPTION EY3540 EY3540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3540'STRICKLAND IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3540'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3540' EY3540'STRICKLAND IS LOCATED APPROXIMATELY 5.7 MILES NORTHEAST OF EY3540'AURORA. TO REACH STATION PROCEED FROM THE INTERSECTION OF FERRY EY3540'CROSSING LANE AND SR 1946 ON THE SOUTH SIDE OF PAMLICO RIVER, GO EY3540'EAST ON SR 1946 FOR 2.45 MILES TO DIRT ROAD ON RIGHT LEADING INTO EY3540'WOODS. STATION IS ON THE LEFT SIDE OF SR 1946, DIRECTLY ACROSS EY3540'FROM MIDDLE OF DIRT ROAD, AND 0.85 MILE WEST OF END OF SR 1946. EY3540' EY3540'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3540'STRICKLAND 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS 1 EY3540'INCH BELOW THE SURFACE OF THE GROUND. EY3540' EY3540'MARK IS EY3540' EY3540'18.1 FT N OF C/L OF SR 1946 EY3540' EY3540'60.0 FT E OF PP WITH ALUMINUM REF. TAG EY3540' EY3540'16.4 FT S OF EDGE OF TREE LINE EY3540' EY3540'26.5 FT W OF N EDGE OF SEWER EY3540' EY3540'57.6 FT NNW OF UNDERGROUND CABLE MARKER EY3540 EY3540 STATION RECOVERY (1983) EY3540 EY3540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3540'SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3933 *********************************************************************** EY3933 DESIGNATION - STROUD EY3933 PID - EY3933 EY3933 STATE/COUNTY- NC/BEAUFORT EY3933 USGS QUAD - BLOUNTS BAY (1993) EY3933 EY3933 *CURRENT SURVEY CONTROL EY3933 ___________________________________________________________________ EY3933* NAD 83(1986)- 35 22 49.34420(N) 076 57 55.04975(W) ADJUSTED EY3933* NAVD 88 - 4. (meters) 13. (feet) SCALED EY3933 ___________________________________________________________________ EY3933 LAPLACE CORR- -2.32 (seconds) DEFLEC99 EY3933 GEOID HEIGHT- -36.91 (meters) GEOID03 EY3933 EY3933 HORZ ORDER - THIRD EY3933 EY3933.The North Carolina HARNS have been completed but, EY3933.due to contractual restrictions, coordinates for these stations EY3933.will NOT be published in the near future. In the interim, the EY3933.published coordinates in North Carolina will not be EY3933.consistent with the Continuously Operating Reference Stations EY3933.(CORS). The HARN coordinates for these stations are available EY3933.upon request. Contact Gary Thompson(919-733-3836). EY3933. EY3933.In addition, the published North Carolina positions EY3933.(NAD 83 (1986)) are NOT consistent with those determined in EY3933.adjacent state readjustments. The discontinuity between stations EY3933.located in North Carolina and those in adjacent states EY3933.which have been adjusted to the HARN may be as much as 5 EY3933.decimeters. This will result in a significant loss of accuracy EY3933.over lines crossing such state borders. EY3933 EY3933 EY3933.The horizontal coordinates were established by classical geodetic methods EY3933.and adjusted by the National Geodetic Survey in July 1986. EY3933 EY3933.The orthometric height was scaled from a topographic map. EY3933 EY3933.The Laplace correction was computed from DEFLEC99 derived deflections. EY3933 EY3933.The geoid height was determined by GEOID03. EY3933 EY3933; North East Units Scale Factor Converg. EY3933;SPC NC - 182,751.952 794,446.345 MT 0.99987510 +1 10 27.7 EY3933;SPC NC - 599,578.70 2,606,446.05 sFT 0.99987510 +1 10 27.7 EY3933;UTM 18 - 3,916,999.426 321,486.104 MT 0.99999273 -1 08 17.5 EY3933 EY3933! - Elev Factor x Scale Factor = Combined Factor EY3933!SPC NC - 1.00000522 x 0.99987510 = 0.99988032 EY3933!UTM 18 - 1.00000522 x 0.99999273 = 0.99999795 EY3933 EY3933 SUPERSEDED SURVEY CONTROL EY3933 EY3933 NAD 27 - 35 22 48.76000(N) 076 57 56.25000(W) AD( ) 3 EY3933 EY3933.Superseded values are not recommended for survey control. EY3933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3933.See file dsdata.txt to determine how the superseded data were derived. EY3933 EY3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2148616999(NAD 83) EY3933_MARKER: DS = TRIANGULATION STATION DISK EY3933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3933_MARK LOGO: CGS EY3933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3933+STABILITY: SURFACE MOTION EY3933 EY3933 HISTORY - Date Condition Report By EY3933 HISTORY - 1935 MONUMENTED CGS EY3933 HISTORY - 1948 GOOD CGS EY3933 EY3933 STATION DESCRIPTION EY3933 EY3933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3933'THIS INTERSECTION STATION IS BETWEEN TWO BRANCHES OF BLOUNT CREEK, EY3933'ABOUT 4 MILES FROM ITS MOUTH, 225 YARDS (PACED) E OF AN OLD BRIDGE EY3933'OVER THE W BRANCH OF THE CREEK, 96 YARDS (PACED) W OF A T JUNCTION EY3933'OF ROADS AT D.W. STROUDS HOUSE, 15 FEET E OF THE CENTER LINE OF A EY3933'WOODS ROAD, 7 YARDS S OF THE CENTER LINE OF THE OLD MAIN ROAD EY3933'LEADING FROM THE T JUNCTION MENTIONED ABOVE TO THE OLD BRIDGE, 4.6 EY3933'METERS N OF A TRIANGULAR BLAZED 6 INCH PINE, 6.4 METERS W OF EY3933'ANOTHER TRIANGULAR BLAZED PINE. EY3933' EY3933'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN EY3933'CONCRETE. EY3933' EY3933'TO REACH FROM JUNCTION OF ROUTES 17 AND 33 AT CHOCOWINITY, FOLLOW EY3933'ROUTE 33 SE 13.4 MILES (0.3 MILE PAST BRIDGE OVER BLOUNT CREEK) AND EY3933'TURN LEFT ONTO DIRT ROAD AND FOLLOW 1 MILE AND KEEP STRAIGHT AHEAD EY3933'AT T JUNCTION, 96 YARDS TO THE STATION. THE MARK PROJECTS ABOUT 8 EY3933'INCHES. EY3933' EY3933'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION. EY3933 EY3933 STATION RECOVERY (1948) EY3933 EY3933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3933'STATION WAS FOUND IN GOOD CONDITION. THE PUBLISHED DESCRIPTION IS EY3933'ADEQUATE AND CORRECT EXCEPT THAT THE HOUSE MENTIONED AS D.W. STROUDS EY3933'IS NOW OWNED BY J.M. JONES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9534 *********************************************************************** AE9534 DESIGNATION - STUFF AE9534 PID - AE9534 AE9534 STATE/COUNTY- NC/BEAUFORT AE9534 USGS QUAD - GRIMESLAND (1979) AE9534 AE9534 *CURRENT SURVEY CONTROL AE9534 ___________________________________________________________________ AE9534* NAD 83(1986)- 35 31 21.81467(N) 077 07 57.05212(W) ADJUSTED AE9534* NAVD 88 - 12.1 (meters) 40. (feet) VERTCON AE9534 ___________________________________________________________________ AE9534 LAPLACE CORR- -2.86 (seconds) DEFLEC99 AE9534 GEOID HEIGHT- -36.54 (meters) GEOID03 AE9534 AE9534 HORZ ORDER - SECOND AE9534 AE9534.The North Carolina HARNS have been completed but, AE9534.due to contractual restrictions, coordinates for these stations AE9534.will NOT be published in the near future. In the interim, the AE9534.published coordinates in North Carolina will not be AE9534.consistent with the Continuously Operating Reference Stations AE9534.(CORS). The HARN coordinates for these stations are available AE9534.upon request. Contact Gary Thompson(919-733-3836). AE9534. AE9534.In addition, the published North Carolina positions AE9534.(NAD 83 (1986)) are NOT consistent with those determined in AE9534.adjacent state readjustments. The discontinuity between stations AE9534.located in North Carolina and those in adjacent states AE9534.which have been adjusted to the HARN may be as much as 5 AE9534.decimeters. This will result in a significant loss of accuracy AE9534.over lines crossing such state borders. AE9534 AE9534 AE9534.The horizontal coordinates were established by classical geodetic methods AE9534.and adjusted by the National Geodetic Survey in April 1998. AE9534 AE9534.The NAVD 88 height was computed by applying the VERTCON shift value to AE9534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9534 AE9534.The Laplace correction was computed from DEFLEC99 derived deflections. AE9534 AE9534.The geoid height was determined by GEOID03. AE9534 AE9534; North East Units Scale Factor Converg. AE9534;SPC NC - 198,242.557 778,959.623 MT 0.99988374 +1 04 40.3 AE9534;SPC NC - 650,400.79 2,555,636.70 sFT 0.99988374 +1 04 40.3 AE9534;UTM 18 - 3,933,105.291 306,635.516 MT 1.00006078 -1 14 21.9 AE9534 AE9534! - Elev Factor x Scale Factor = Combined Factor AE9534!SPC NC - 1.00000383 x 0.99988374 = 0.99988757 AE9534!UTM 18 - 1.00000383 x 1.00006078 = 1.00006461 AE9534 AE9534 SUPERSEDED SURVEY CONTROL AE9534 AE9534 NGVD 29 (04/29/98) 12.5 (m) 41. (f) VERT ANG AE9534 AE9534.Superseded values are not recommended for survey control. AE9534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9534.See file dsdata.txt to determine how the superseded data were derived. AE9534 AE9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0663633105(NAD 83) AE9534_MARKER: DD = SURVEY DISK AE9534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9534_STAMPING: STUFF 1983 AE9534_MARK LOGO: NCGS AE9534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE9534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9534+STABILITY: SURFACE MOTION AE9534 AE9534 HISTORY - Date Condition Report By AE9534 HISTORY - 1983 MONUMENTED NCGS AE9534 HISTORY - 20040327 MARK NOT FOUND USPSQD AE9534 AE9534 STATION DESCRIPTION AE9534 AE9534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE9534'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF GRIMESLAND, OR AE9534'3.1 KM (1.90 MI) WEST-NORTHWEST OF CHOCOWINITY. ALONG NC 33 FOR 3.2 KM AE9534'(2.00 MI) WEST OF US 17, AT SR 1158, NEAR THE WAYSIDE PRESBYTERIAN AE9534'CHURCH. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 4.5 M (14.8 AE9534'FT) NORTHEAST OF THE CENTERLINE OF NC 33, 17.6 M (57.7 FT) AE9534'EAST-SOUTHEAST OF THE CENTERLINE INTERSECTION OF HIGHWAY AND SR 1158, AE9534'31.3 M (102.7 FT) NORTH OF THE NORTH CORNER OF A TWO-STORY FRAME AE9534'HOUSE, 21.7 M (71.2 FT) NORTH OF A TELEPHONE PEDESTAL 1982-3A, 3.9 M AE9534'(12.8 FT) SOUTHWEST OF POWER POLE WITH TRANSFORMER 151 AND WITH AE9534'REFERENCE TAG. AE9534 AE9534 STATION RECOVERY (2004) AE9534 AE9534'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE9534'AREA MUCH DISTURBED BY ROAD WORK. MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2194 *********************************************************************** EY2194 DESIGNATION - STUMP EY2194 PID - EY2194 EY2194 STATE/COUNTY- NC/BEAUFORT EY2194 USGS QUAD - WASHINGTON (1983) EY2194 EY2194 *CURRENT SURVEY CONTROL EY2194 ___________________________________________________________________ EY2194* NAD 83(1986)- 35 31 48.07181(N) 077 03 08.00528(W) ADJUSTED EY2194* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2194 ___________________________________________________________________ EY2194 LAPLACE CORR- -1.85 (seconds) DEFLEC99 EY2194 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2194 EY2194 HORZ ORDER - THIRD EY2194 EY2194.The North Carolina HARNS have been completed but, EY2194.due to contractual restrictions, coordinates for these stations EY2194.will NOT be published in the near future. In the interim, the EY2194.published coordinates in North Carolina will not be EY2194.consistent with the Continuously Operating Reference Stations EY2194.(CORS). The HARN coordinates for these stations are available EY2194.upon request. Contact Gary Thompson(919-733-3836). EY2194. EY2194.In addition, the published North Carolina positions EY2194.(NAD 83 (1986)) are NOT consistent with those determined in EY2194.adjacent state readjustments. The discontinuity between stations EY2194.located in North Carolina and those in adjacent states EY2194.which have been adjusted to the HARN may be as much as 5 EY2194.decimeters. This will result in a significant loss of accuracy EY2194.over lines crossing such state borders. EY2194 EY2194 EY2194.The horizontal coordinates were established by classical geodetic methods EY2194.and adjusted by the National Geodetic Survey in July 1986. EY2194 EY2194.The orthometric height was scaled from a topographic map. EY2194 EY2194.The Laplace correction was computed from DEFLEC99 derived deflections. EY2194 EY2194.The geoid height was determined by GEOID03. EY2194 EY2194; North East Units Scale Factor Converg. EY2194;SPC NC - 199,191.463 786,224.239 MT 0.99988434 +1 07 27.1 EY2194;SPC NC - 653,513.99 2,579,470.69 sFT 0.99988434 +1 07 27.1 EY2194;UTM 18 - 3,933,759.802 313,933.722 MT 1.00002665 -1 11 34.6 EY2194 EY2194! - Elev Factor x Scale Factor = Combined Factor EY2194!SPC NC - 1.00000581 x 0.99988434 = 0.99989014 EY2194!UTM 18 - 1.00000581 x 1.00002665 = 1.00003246 EY2194 EY2194: Primary Azimuth Mark Grid Az EY2194:SPC NC - ROCK 322 25 13.3 EY2194:UTM 18 - ROCK 324 44 15.0 EY2194 EY2194|---------------------------------------------------------------------| EY2194| PID Reference Object Distance Geod. Az | EY2194| dddmmss.s | EY2194| EY2168 WASHINGTON CHRISTIAN CH SPIRE APPROX. 1.3 KM 0110751.2 | EY2194| EY2173 WASHINGTON N AND S RR TANK APPROX. 1.0 KM 0234724.5 | EY2194| EY2180 WASHINGTON WEA BUREAU TOWER APPROX. 1.0 KM 0304755.8 | EY2194| EY2130 LONE STACK APPROX. 2.0 KM 0552346.2 | EY2194| EY2185 WINDMILL POINT SHOAL LIGHT NEW 450.905 METERS 0661831.7 | EY2194| EY2150 ROCK APPROX. 1.1 KM 3233240.4 | EY2194| EY2170 WASHINGTON HS FLAGPOLE APPROX. 1.9 KM 3373226.7 | EY2194| EY2172 WASHINGTON MUNICIPAL TANK APPROX. 1.9 KM 3402719.9 | EY2194| EY2195 WASHINGTON METH CHURCH SPIRE APPROX. 1.8 KM 3421055.1 | EY2194| EY2197 POLE ON ISLAND APPROX. 1.0 KM 3474418.9 | EY2194| EY2175 WASHINGTON PO FLAGPOLE APPROX. 1.5 KM 3535831.2 | EY2194| EY2169 WASHINGTON EPIS CHURCH SPIRE APPROX. 1.3 KM 3552549.5 | EY2194|---------------------------------------------------------------------| EY2194 EY2194 SUPERSEDED SURVEY CONTROL EY2194 EY2194 NAD 27 - 35 31 47.49200(N) 077 03 09.17700(W) AD( ) 3 EY2194 EY2194.Superseded values are not recommended for survey control. EY2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2194.See file dsdata.txt to determine how the superseded data were derived. EY2194 EY2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1393433760(NAD 83) EY2194_MARKER: DS = TRIANGULATION STATION DISK EY2194_SETTING: 0 = UNSPECIFIED SETTING EY2194_MARK LOGO: CGS EY2194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2194 EY2194 HISTORY - Date Condition Report By EY2194 HISTORY - 1914 MONUMENTED CGS EY2194 HISTORY - 1933 MARK NOT FOUND CGS EY2194 EY2194 STATION DESCRIPTION EY2194 EY2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY2194'STATION IS ON THE S SIDE OF PAMLICO RIVER, 560 YARDS WNW FROM THE EY2194'MOUTH OF RODMAN CREEK, ABOUT 820 YARDS DOWN THE RIVER FROM THE EY2194'SOUTHERN END OF THE NORFOLK SOUTHERN RAILROAD BRIDGE, IN A PARTLY EY2194'WOODED CYPRESS SWAMP, 30 YARDS W FROM THE SHORE LINE. EY2194' EY2194'THE STATION IS MARKED BY A STANDARD DISK EMBEDDED IN CEMENT ON EY2194'THE TOP OF THE STUMP OF A TREE WHICH WAS CUT DOWN FOR THIS PURPOSE. EY2194' EY2194'THERE IS NO REFERENCE MARK. EY2194' EY2194'WINDMILL POINT LIGHT (NEW) IS N 66 DEG 19 MIN E FROM EY2194'THE STATION. THE CENTER OF THE DRAW OF THE NORFOLK SOUTHERN EY2194'RAILROAD BRIDGE IS N 11 DEG E. EY2194 EY2194 STATION RECOVERY (1933) EY2194 EY2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2194'A THOROUGH SEARCH WAS MADE IN THIS LOCALITY, BUT THE SHORE LINE EY2194'HAD CHANGED SO MUCH THAT THE STATION COULD NOT BE FOUND. EY2194' EY2194'A NEW STATION SOFT WAS ESTABLISHED IN THE LOCALITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5877 *********************************************************************** AE5877 DESIGNATION - SUPPLY AE5877 PID - AE5877 AE5877 STATE/COUNTY- NC/BEAUFORT AE5877 USGS QUAD - WASHINGTON (1983) AE5877 AE5877 *CURRENT SURVEY CONTROL AE5877 ___________________________________________________________________ AE5877* NAD 83(1986)- 35 30 24.09102(N) 077 05 21.04068(W) ADJUSTED AE5877* NAVD 88 - 10.450 (meters) 34.28 (feet) ADJUSTED AE5877 ___________________________________________________________________ AE5877 LAPLACE CORR- -2.28 (seconds) DEFLEC99 AE5877 GEOID HEIGHT- -36.64 (meters) GEOID03 AE5877 DYNAMIC HT - 10.440 (meters) 34.25 (feet) COMP AE5877 MODELED GRAV- 979,752.9 (mgal) NAVD 88 AE5877 AE5877 HORZ ORDER - SECOND AE5877 VERT ORDER - SECOND CLASS II AE5877 AE5877.The North Carolina HARNS have been completed but, AE5877.due to contractual restrictions, coordinates for these stations AE5877.will NOT be published in the near future. In the interim, the AE5877.published coordinates in North Carolina will not be AE5877.consistent with the Continuously Operating Reference Stations AE5877.(CORS). The HARN coordinates for these stations are available AE5877.upon request. Contact Gary Thompson(919-733-3836). AE5877. AE5877.In addition, the published North Carolina positions AE5877.(NAD 83 (1986)) are NOT consistent with those determined in AE5877.adjacent state readjustments. The discontinuity between stations AE5877.located in North Carolina and those in adjacent states AE5877.which have been adjusted to the HARN may be as much as 5 AE5877.decimeters. This will result in a significant loss of accuracy AE5877.over lines crossing such state borders. AE5877 AE5877 AE5877.The horizontal coordinates were established by classical geodetic methods AE5877.and adjusted by the National Geodetic Survey in April 1998. AE5877 AE5877.The orthometric height was determined by differential leveling AE5877.and adjusted by the National Geodetic Survey in June 1998. AE5877 AE5877.The Laplace correction was computed from DEFLEC99 derived deflections. AE5877 AE5877.The geoid height was determined by GEOID03. AE5877 AE5877.The dynamic height is computed by dividing the NAVD 88 AE5877.geopotential number by the normal gravity value computed on the AE5877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5877.degrees latitude (g = 980.6199 gals.). AE5877 AE5877.The modeled gravity was interpolated from observed gravity values. AE5877 AE5877; North East Units Scale Factor Converg. AE5877;SPC NC - 196,538.875 782,923.480 MT 0.99988246 +1 06 10.3 AE5877;SPC NC - 644,811.29 2,568,641.45 sFT 0.99988246 +1 06 10.3 AE5877;UTM 18 - 3,931,242.439 310,527.912 MT 1.00004242 -1 12 49.5 AE5877 AE5877! - Elev Factor x Scale Factor = Combined Factor AE5877!SPC NC - 1.00000411 x 0.99988246 = 0.99988657 AE5877!UTM 18 - 1.00000411 x 1.00004242 = 1.00004653 AE5877 AE5877: Primary Azimuth Mark Grid Az AE5877:SPC NC - GARDEN 307 11 00.6 AE5877:UTM 18 - GARDEN 309 30 00.4 AE5877 AE5877|---------------------------------------------------------------------| AE5877| PID Reference Object Distance Geod. Az | AE5877| dddmmss.s | AE5877| AE5876 GARDEN APPROX. 0.8 KM 3081710.9 | AE5877| AE9538 CHOCOWINITY MUNICIPAL TANK APPROX. 0.6 KM 3252030.6 | AE5877|---------------------------------------------------------------------| AE5877 AE5877 SUPERSEDED SURVEY CONTROL AE5877 AE5877 NGVD 29 (04/29/98) 10.78 (m) 35.4 (f) LEVELING 3 AE5877 AE5877.Superseded values are not recommended for survey control. AE5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5877.See file dsdata.txt to determine how the superseded data were derived. AE5877 AE5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1052831242(NAD 83) AE5877_MARKER: DH = HORIZONTAL CONTROL DISK AE5877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5877_STAMPING: SUPPLY 1983 AE5877_MARK LOGO: NCGS AE5877_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5877+STABILITY: SURFACE MOTION AE5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5877+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 AE5877 AE5877 HISTORY - Date Condition Report By AE5877 HISTORY - 1983 MONUMENTED NCGS AE5877 HISTORY - 19900510 GOOD NCGS AE5877 HISTORY - 20040327 MARK NOT FOUND USPSQD AE5877 AE5877 STATION DESCRIPTION AE5877 AE5877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5877'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST-SOUTHEAST OF AE5877'CHOCOWINITY. ALONG NC 33 FOR 1.3 KM (0.80 MI) SOUTHEAST OF US 17, OR AE5877'APPROXIMATELY 200 FEET (61.0 M) SOUTHEAST OF SR 1142, NEAR A FARMERS AE5877'SUPPLY STORE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 4.8 M AE5877'(15.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 62.5 M (205.1 AE5877'FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF NC 33 WITH SR 1141, AE5877'2.4 M (7.9 FT) NORTH OF THE NORTH END OF A DRIVEWAY CULVERT, 29.1 M AE5877'(95.5 FT) SOUTHEAST OF THE SOUTH END OF A DRIVEWAY CULVERT, 51.7 M AE5877'(169.6 FT) SOUTHEAST OF THE WEST END OF A CULVERT WITH A HEADWALL, AND AE5877'14.25 M (46.75 FT) NORTH-NORTHWEST OF A TELEPHONE POLE WITH A AE5877'REFERENCE TAG. AE5877 AE5877 STATION RECOVERY (1990) AE5877 AE5877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) AE5877'RECOVERED AS DESCRIBED. AE5877 AE5877 STATION RECOVERY (2004) AE5877 AE5877'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM) AE5877'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3299 *********************************************************************** EY3299 DESIGNATION - SWAMP EY3299 PID - EY3299 EY3299 STATE/COUNTY- NC/BEAUFORT EY3299 USGS QUAD - PONZER (1983) EY3299 EY3299 *CURRENT SURVEY CONTROL EY3299 ___________________________________________________________________ EY3299* NAD 83(1986)- 35 33 42.97733(N) 076 29 05.79479(W) ADJUSTED EY3299* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3299 ___________________________________________________________________ EY3299 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EY3299 GEOID HEIGHT- -37.41 (meters) GEOID03 EY3299 EY3299 HORZ ORDER - THIRD EY3299 EY3299.The North Carolina HARNS have been completed but, EY3299.due to contractual restrictions, coordinates for these stations EY3299.will NOT be published in the near future. In the interim, the EY3299.published coordinates in North Carolina will not be EY3299.consistent with the Continuously Operating Reference Stations EY3299.(CORS). The HARN coordinates for these stations are available EY3299.upon request. Contact Gary Thompson(919-733-3836). EY3299. EY3299.In addition, the published North Carolina positions EY3299.(NAD 83 (1986)) are NOT consistent with those determined in EY3299.adjacent state readjustments. The discontinuity between stations EY3299.located in North Carolina and those in adjacent states EY3299.which have been adjusted to the HARN may be as much as 5 EY3299.decimeters. This will result in a significant loss of accuracy EY3299.over lines crossing such state borders. EY3299 EY3299 EY3299.The horizontal coordinates were established by classical geodetic methods EY3299.and adjusted by the National Geodetic Survey in July 1986. EY3299 EY3299.The orthometric height was scaled from a topographic map. EY3299 EY3299.The Laplace correction was computed from DEFLEC99 derived deflections. EY3299 EY3299.The geoid height was determined by GEOID03. EY3299 EY3299; North East Units Scale Factor Converg. EY3299;SPC NC - 203,887.535 837,565.396 MT 0.99988720 +1 27 05.8 EY3299;SPC NC - 668,921.02 2,747,912.47 sFT 0.99988720 +1 27 05.8 EY3299;UTM 18 - 3,936,377.125 365,424.462 MT 0.99982318 -0 51 49.5 EY3299 EY3299! - Elev Factor x Scale Factor = Combined Factor EY3299!SPC NC - 1.00000576 x 0.99988720 = 0.99989296 EY3299!UTM 18 - 1.00000576 x 0.99982318 = 0.99982894 EY3299 EY3299: Primary Azimuth Mark Grid Az EY3299:SPC NC - QUEEN 057 11 45.5 EY3299:UTM 18 - QUEEN 059 30 40.8 EY3299 EY3299|---------------------------------------------------------------------| EY3299| PID Reference Object Distance Geod. Az | EY3299| dddmmss.s | EY3299| EY3303 QUEEN APPROX. 0.7 KM 0583851.3 | EY3299| EY5539 SWAMP RM 20.190 METERS 20946 | EY3299|---------------------------------------------------------------------| EY3299 EY3299 SUPERSEDED SURVEY CONTROL EY3299 EY3299 NAD 27 - 35 33 42.37700(N) 076 29 07.05700(W) AD( ) 3 EY3299 EY3299.Superseded values are not recommended for survey control. EY3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3299.See file dsdata.txt to determine how the superseded data were derived. EY3299 EY3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6542436377(NAD 83) EY3299_MARKER: DS = TRIANGULATION STATION DISK EY3299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3299_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3299 EY3299 HISTORY - Date Condition Report By EY3299 HISTORY - 1914 MONUMENTED CGS EY3299 HISTORY - 1934 MARK NOT FOUND CGS EY3299 HISTORY - 1949 MARK NOT FOUND CGS EY3299 EY3299 STATION DESCRIPTION EY3299 EY3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3299'STATION IS ON THE W SIDE OF PUNGO RIVER, ON THE POINT OF AN EY3299'EXTENSIVE MARSH OPPOSITE THE ENTRANCE TO QUEENS CREEK, 67 EY3299'FEET SW FROM THE LINE OF MARSH, AND 66 FEET SE FROM THE SHORE EY3299'OF A BIGHT IN THE MARSH TO THE NW. THE SOIL IS VERY SOFT AND EY3299'MARSHY. EY3299' EY3299'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE EY3299'AND CONCRETE. EY3299' EY3299'THE REFERENCE MARK IS 20.19 METERS (66.2 FEET) FROM THE EY3299'STATION S 29 DEG 46 MIN W. EY3299 EY3299 STATION RECOVERY (1934) EY3299 EY3299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3299'UNABLE TO LOCATE STATION. PROBABLY DESTROYED BY EROSION OF EY3299'SHORE LINE. EY3299 EY3299 STATION RECOVERY (1949) EY3299 EY3299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3299'STATION LOST. A REASONABLE SEARCH BY TWO MEN FAILED TO EY3299'RECOVER STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3934 *********************************************************************** EY3934 DESIGNATION - SWAN EY3934 PID - EY3934 EY3934 STATE/COUNTY- NC/BEAUFORT EY3934 USGS QUAD - BLOUNTS BAY (1993) EY3934 EY3934 *CURRENT SURVEY CONTROL EY3934 ___________________________________________________________________ EY3934* NAD 83(1986)- 35 29 03.15864(N) 076 58 45.37555(W) ADJUSTED EY3934* NAVD 88 - 4. (meters) 13. (feet) SCALED EY3934 ___________________________________________________________________ EY3934 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY3934 GEOID HEIGHT- -36.79 (meters) GEOID03 EY3934 EY3934 HORZ ORDER - THIRD EY3934 EY3934.The North Carolina HARNS have been completed but, EY3934.due to contractual restrictions, coordinates for these stations EY3934.will NOT be published in the near future. In the interim, the EY3934.published coordinates in North Carolina will not be EY3934.consistent with the Continuously Operating Reference Stations EY3934.(CORS). The HARN coordinates for these stations are available EY3934.upon request. Contact Gary Thompson(919-733-3836). EY3934. EY3934.In addition, the published North Carolina positions EY3934.(NAD 83 (1986)) are NOT consistent with those determined in EY3934.adjacent state readjustments. The discontinuity between stations EY3934.located in North Carolina and those in adjacent states EY3934.which have been adjusted to the HARN may be as much as 5 EY3934.decimeters. This will result in a significant loss of accuracy EY3934.over lines crossing such state borders. EY3934 EY3934 EY3934.The horizontal coordinates were established by classical geodetic methods EY3934.and adjusted by the National Geodetic Survey in July 1986. EY3934 EY3934.The orthometric height was scaled from a topographic map. EY3934 EY3934.The Laplace correction was computed from DEFLEC99 derived deflections. EY3934 EY3934.The geoid height was determined by GEOID03. EY3934 EY3934; North East Units Scale Factor Converg. EY3934;SPC NC - 194,242.815 792,942.083 MT 0.99988079 +1 09 58.7 EY3934;SPC NC - 637,278.30 2,601,510.82 sFT 0.99988079 +1 09 58.7 EY3934;UTM 18 - 3,928,543.010 320,446.912 MT 0.99999731 -1 08 57.2 EY3934 EY3934! - Elev Factor x Scale Factor = Combined Factor EY3934!SPC NC - 1.00000520 x 0.99988079 = 0.99988599 EY3934!UTM 18 - 1.00000520 x 0.99999731 = 1.00000251 EY3934 EY3934: Primary Azimuth Mark Grid Az EY3934:SPC NC - OLD D 313 19 53.1 EY3934:UTM 18 - OLD D 315 38 49.0 EY3934 EY3934|---------------------------------------------------------------------| EY3934| PID Reference Object Distance Geod. Az | EY3934| dddmmss.s | EY3934| EY5085 SWAN RM 36.990 METERS 02115 | EY3934| EY3944 HILLS CREEK LIGHT OLD APPROX. 0.8 KM 2544841.6 | EY3934| EY2287 FORK POINT LIGHT OLD APPROX. 2.3 KM 2875443.3 | EY3934| EY2142 OLD D APPROX. 2.8 KM 3142951.8 | EY3934|---------------------------------------------------------------------| EY3934 EY3934 SUPERSEDED SURVEY CONTROL EY3934 EY3934 NAD 27 - 35 29 02.56900(N) 076 58 46.56200(W) AD( ) 3 EY3934 EY3934.Superseded values are not recommended for survey control. EY3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3934.See file dsdata.txt to determine how the superseded data were derived. EY3934 EY3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2044728543(NAD 83) EY3934_MARKER: DD = SURVEY DISK EY3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3934 EY3934 HISTORY - Date Condition Report By EY3934 HISTORY - 1914 MONUMENTED USE EY3934 HISTORY - 1931 MARK NOT FOUND CGS EY3934 HISTORY - 1933 MARK NOT FOUND CGS EY3934 HISTORY - 1948 MARK NOT FOUND CGS EY3934 EY3934 STATION DESCRIPTION EY3934 EY3934'DESCRIBED BY US ENGINEERS 1914 (PCW) EY3934'STATION IS ON THE N SIDE OF PAMLICO RIVER, ABOUT 1 MILE W OF EY3934'BROAD CREEK, OPPOSITE HILLS POINT, ON SWAN POINT, ON A SANDY EY3934'POINT, ABOUT 35 YARDS FROM THE OLD EARTHWORKS LOCATED BACK IN EY3934'THE WOODS. EY3934' EY3934'THE STATION IS MARKED BY A CONCRETE MONUMENT, 8 INCHES SQUARE, EY3934'PLACED BY THE ARMY ENGINEERS AND MARKED U.S.E.D. 1913. EY3934' EY3934'THE REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE IN A EY3934'TILE. IT IS ON THE OLD EARTHWORKS, EY3934'36.99 METERS (121.4 FEET) FROM THE STATION N 21 DEG 15 MIN E. EY3934 EY3934 STATION RECOVERY (1931) EY3934 EY3934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (WM) EY3934'STATION MARK LOST BY EROSION OF BANK, LOCATION NOW BEING IN EY3934'DEEP WATER. REFERENCE MARK RECOVERED IN FAIR EY3934'CONDITION. LOCATED ON PARAPET OF OLD CONFEDERATE EARTHWORKS. EY3934 EY3934 STATION RECOVERY (1933) EY3934 EY3934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3934'STATION HAS BEEN LOST DUE TO SHORE EROSION. THE REFERENCE MARK EY3934'IS STILL IN PLACE IN GOOD CONDITION. EY3934' EY3934'A NEW STATION, HILL HAS BEEN ESTABLISHED NEARBY, WITH TWO NEW EY3934'REFERENCE MARKS. EY3934 EY3934 STATION RECOVERY (1948) EY3934 EY3934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3934'STATION WAS NOT FOUND DUE TO EROSION. THE REFERENCE MARK WAS EY3934'FOUND IN POOR CONDITION AND THE DISK REMOVED FROM THE MONUMENT. EY3934' EY3934'IT IS RECOMMENDED THAT THIS STATION AND REFERENCE MARK BE EY3934'CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4081 *********************************************************************** EY4081 DESIGNATION - SWINDELLE EY4081 PID - EY4081 EY4081 STATE/COUNTY- NC/BEAUFORT EY4081 USGS QUAD - PANTEGO (1974) EY4081 EY4081 *CURRENT SURVEY CONTROL EY4081 ___________________________________________________________________ EY4081* NAD 83(1986)- 35 35 21.88858(N) 076 39 45.30799(W) ADJUSTED EY4081* NAVD 88 - 2.516 (meters) 8.25 (feet) ADJUSTED EY4081 ___________________________________________________________________ EY4081 LAPLACE CORR- -2.35 (seconds) DEFLEC99 EY4081 GEOID HEIGHT- -37.05 (meters) GEOID03 EY4081 DYNAMIC HT - 2.514 (meters) 8.25 (feet) COMP EY4081 MODELED GRAV- 979,778.1 (mgal) NAVD 88 EY4081 EY4081 HORZ ORDER - SECOND EY4081 VERT ORDER - SECOND CLASS II EY4081 EY4081.The North Carolina HARNS have been completed but, EY4081.due to contractual restrictions, coordinates for these stations EY4081.will NOT be published in the near future. In the interim, the EY4081.published coordinates in North Carolina will not be EY4081.consistent with the Continuously Operating Reference Stations EY4081.(CORS). The HARN coordinates for these stations are available EY4081.upon request. Contact Gary Thompson(919-733-3836). EY4081. EY4081.In addition, the published North Carolina positions EY4081.(NAD 83 (1986)) are NOT consistent with those determined in EY4081.adjacent state readjustments. The discontinuity between stations EY4081.located in North Carolina and those in adjacent states EY4081.which have been adjusted to the HARN may be as much as 5 EY4081.decimeters. This will result in a significant loss of accuracy EY4081.over lines crossing such state borders. EY4081 EY4081 EY4081.The horizontal coordinates were established by classical geodetic methods EY4081.and adjusted by the National Geodetic Survey in July 1998. EY4081 EY4081.The orthometric height was determined by differential leveling EY4081.and adjusted by the National Geodetic Survey in June 1991. EY4081 EY4081.The Laplace correction was computed from DEFLEC99 derived deflections. EY4081 EY4081.The geoid height was determined by GEOID03. EY4081 EY4081.The dynamic height is computed by dividing the NAVD 88 EY4081.geopotential number by the normal gravity value computed on the EY4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4081.degrees latitude (g = 980.6199 gals.). EY4081 EY4081.The modeled gravity was interpolated from observed gravity values. EY4081 EY4081; North East Units Scale Factor Converg. EY4081;SPC NC - 206,541.237 821,395.242 MT 0.99988990 +1 20 56.7 EY4081;SPC NC - 677,627.38 2,694,860.89 sFT 0.99988990 +1 20 56.7 EY4081;UTM 18 - 3,939,682.010 349,375.365 MT 0.99987958 -0 58 03.9 EY4081 EY4081! - Elev Factor x Scale Factor = Combined Factor EY4081!SPC NC - 1.00000542 x 0.99988990 = 0.99989532 EY4081!UTM 18 - 1.00000542 x 0.99987958 = 0.99988500 EY4081 EY4081 SUPERSEDED SURVEY CONTROL EY4081 EY4081 NAVD 88 (07/14/98) 2.52 (m) 8.3 (f) LEVELING 3 EY4081 EY4081.Superseded values are not recommended for survey control. EY4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4081.See file dsdata.txt to determine how the superseded data were derived. EY4081 EY4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4937539682(NAD 83) EY4081_MARKER: DE = TRAVERSE STATION DISK EY4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4081_SP_SET: CONCRETE POST EY4081_STAMPING: SWINDELLE 1982 EY4081_MARK LOGO: NCGS EY4081_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4081+STABILITY: SURFACE MOTION EY4081 EY4081 HISTORY - Date Condition Report By EY4081 HISTORY - 1982 MONUMENTED NCGS EY4081 HISTORY - 19840601 GOOD NCGS EY4081 EY4081 STATION DESCRIPTION EY4081 EY4081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4081'IN PANTEGO. EY4081'THE STATION IS LOCATED IN PANTEGO. AT THE INTERSECTION OF US 264 EY4081'WITH NC 99, NEAR A METAL STORAGE BUILDING. THE STATION IS A STANDARD EY4081'NCGS DISK STAMPED---SWINDELLE 1982---, SET INTO THE TOP OF A ROUND EY4081'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. EY4081'LOCATED 16.1 METERS (52.7 FT) NORTHEAST OF THE CENTERLINE OF NC 99, EY4081'11.5 METERS (37.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A METAL EY4081'STORAGE BUILDING, 28.0 METERS (91.7 FT) SOUTHWEST OF A 12-INCH EY4081'PERSIMMON TREE--AND 14.5 METERS (47.6 FT) SOUTHEAST OF A TELEPHONE EY4081'POLE, 22.6 METERS (74.0 FT) NORTH OF A POWER POLE--BOTH WITH EY4081'REFERENCE TAGS. EY4081 EY4081 STATION RECOVERY (1984) EY4081 EY4081'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4081'STATION IS LOCATED IN PANTEGO. AT THE INTERSECTION OF US 264 WITH NC EY4081'99, NEAR A METAL STORAGE BUILDING. MARK IS RECESSED 3 INCHES BELOW EY4081'GROUND. LOCATED 16.1 M (52.8 FT) NORTHEAST OF THE CENTERLINE OF NC 99, EY4081'11.5 M (37.7 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A METAL STORAGE EY4081'BUILDING, 28.0 M (91.9 FT) SOUTHWEST OF A 12-INCH PERSIMMON TREE--AND EY4081'14.5 M (47.6 FT) SOUTHEAST OF A TELEPHONE POLE, 22.6 M (74.1 FT) NORTH EY4081'OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2162 *********************************************************************** EY2162 DESIGNATION - SWITCH EY2162 PID - EY2162 EY2162 STATE/COUNTY- NC/BEAUFORT EY2162 USGS QUAD - WASHINGTON (1983) EY2162 EY2162 *CURRENT SURVEY CONTROL EY2162 ___________________________________________________________________ EY2162* NAD 83(1986)- 35 32 13.89543(N) 077 02 47.93120(W) ADJUSTED EY2162* NAVD 88 - 2. (meters) 7. (feet) SCALED EY2162 ___________________________________________________________________ EY2162 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY2162 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2162 EY2162 HORZ ORDER - THIRD EY2162 EY2162.The North Carolina HARNS have been completed but, EY2162.due to contractual restrictions, coordinates for these stations EY2162.will NOT be published in the near future. In the interim, the EY2162.published coordinates in North Carolina will not be EY2162.consistent with the Continuously Operating Reference Stations EY2162.(CORS). The HARN coordinates for these stations are available EY2162.upon request. Contact Gary Thompson(919-733-3836). EY2162. EY2162.In addition, the published North Carolina positions EY2162.(NAD 83 (1986)) are NOT consistent with those determined in EY2162.adjacent state readjustments. The discontinuity between stations EY2162.located in North Carolina and those in adjacent states EY2162.which have been adjusted to the HARN may be as much as 5 EY2162.decimeters. This will result in a significant loss of accuracy EY2162.over lines crossing such state borders. EY2162 EY2162 EY2162.The horizontal coordinates were established by classical geodetic methods EY2162.and adjusted by the National Geodetic Survey in July 1986. EY2162 EY2162.The orthometric height was scaled from a topographic map. EY2162 EY2162.The Laplace correction was computed from DEFLEC99 derived deflections. EY2162 EY2162.The geoid height was determined by GEOID03. EY2162 EY2162; North East Units Scale Factor Converg. EY2162;SPC NC - 199,997.025 786,714.156 MT 0.99988496 +1 07 38.7 EY2162;SPC NC - 656,156.91 2,581,078.03 sFT 0.99988496 +1 07 38.7 EY2162;UTM 18 - 3,934,545.007 314,455.883 MT 1.00002426 -1 11 23.7 EY2162 EY2162! - Elev Factor x Scale Factor = Combined Factor EY2162!SPC NC - 1.00000549 x 0.99988496 = 0.99989045 EY2162!UTM 18 - 1.00000549 x 1.00002426 = 1.00002975 EY2162 EY2162: Primary Azimuth Mark Grid Az EY2162:SPC NC - GROVE 122 11 51.6 EY2162:UTM 18 - GROVE 124 30 54.0 EY2162 EY2162|---------------------------------------------------------------------| EY2162| PID Reference Object Distance Geod. Az | EY2162| dddmmss.s | EY2162| EY4668 SWITCH RM 1 29.495 METERS 01157 | EY2162| EY4669 SWITCH RM 2 33.410 METERS 07744 | EY2162| EY2118 GROVE APPROX. 1.2 KM 1231930.3 | EY2162| EY2190 RODMAN POINT SHOAL BEACON APPROX. 1.6 KM 1504731.2 | EY2162| EY2099 BEACON LIGHT APPROX. 0.7 KM 1923200.4 | EY2162| EY2174 WASHINGTON NS RR BRIDGE CEN 452.371 METERS 2505700.9 | EY2162| EY4407 BRIDGE RM 23.940 METERS 27648 | EY2162| EY2173 WASHINGTON N AND S RR TANK 146.705 METERS 30851 | EY2162| EY2180 WASHINGTON WEA BUREAU TOWER 40.359 METERS 34905 | EY2162|---------------------------------------------------------------------| EY2162 EY2162 SUPERSEDED SURVEY CONTROL EY2162 EY2162 NAD 27 - 35 32 13.31000(N) 077 02 49.10000(W) AD( ) 3 EY2162 EY2162.Superseded values are not recommended for survey control. EY2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2162.See file dsdata.txt to determine how the superseded data were derived. EY2162 EY2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1445634545(NAD 83) EY2162_MARKER: DS = TRIANGULATION STATION DISK EY2162_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY2162_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY2162 EY2162 HISTORY - Date Condition Report By EY2162 HISTORY - 1933 MONUMENTED CGS EY2162 HISTORY - 1949 GOOD CGS EY2162 EY2162 STATION DESCRIPTION EY2162 EY2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY2162'STATION IS ON THE N SIDE OF THE PAMLICO RIVER AT WASHINGTON, AT EY2162'THE FOOT OF CHARLOTTE STREET, NEAR Y-SWITCH OF NORFOLK SOUTHERN EY2162'RAILROAD, BETWEEN TRACK LEADING TO PAMLICO BRIDGE AND THAT EY2162'LEADING TO STATION. IT IS E OF THE RAILROAD STATION, A FEW EY2162'FEET E OF PROJECTED E LINE OF CHARLOTTE STREET, 9.40 METERS EY2162'FROM NEAR RAIL OF TRACK TO STATION, 10 METERS FROM TRACK TO EY2162'RIVER BRIDGE, AND 39.12 METERS FROM N ABUTMENT OF RIVER BRIDGE. EY2162' EY2162'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, EY2162'IN THE TOPS OF TILES. EY2162' EY2162'REFERENCE MARK NO. 1 IS IN A 6-INCH TILE, BELL UP, IN CENTER EY2162'OF CHARLOTTE STREET, ACROSS TRACK FROM STATION, 17.87 METERS EY2162'NORTHERLY FROM NEAR RAIL. EY2162' EY2162'REFERENCE MARK NO. 2 IS IN A 6-INCH TILE, BELL DOWN, NE OF EY2162'STATION, ACROSS STATION TRACK, AND 9.10 METERS FROM NEAR RAIL, EY2162'NEAR A FENCE CORNER. AN OLD REFERENCE MARK FOR STATION BRIDGE EY2162'(1914) WAS FOUND WITHOUT MARKS. EY2162' EY2162'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS. EY2162 EY2162 STATION RECOVERY (1949) EY2162 EY2162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY2162'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, EY2162'EXCEPT THAT REFERENCE MARK 1 WAS FOUND WITH THE DISK EY2162'MISSING. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A EY2162'STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION EY2162'IS INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2162' EY2162'STATION IS ON THE N SHORE OF THE PAMLICO RIVER, IN THE E SECTION EY2162'OF WASHINGTON, N.C., AT THE FOOT OF E. CHARLOTTE STREET, NEAR A EY2162'Y SWITCH OF THE NORFOLK SOUTHERN RAILROAD, BETWEEN THE TRACK EY2162'LEADING TO THE STATION AND THE TRACK TO THE BRIDGE, 143.0 FEET EY2162'W OF MILEPOST 126, 43.0 FEET SE OF THE SWITCH CONTROL AT THE EY2162'FOOT OF CHARLOTTE STREET, AND 30.5 FEET N OF THE N RAIL OF THE EY2162'TRACK TO THE BRIDGE. EY2162' EY2162'STATION MARK IS A BRONZE STATION DISK, STAMPED SWITCH 1933, EY2162'AND SET IN THE TOP OF A CONCRETE-FILLED 10-INCH TILE FLUSH WITH EY2162'THE GROUND. EY2162' EY2162'REFERENCE MARK 1 IS N OF THE STATION, IN THE CENTER OF THE EY2162'STREET RIGHT-OF-WAY, 68.4 FEET N OF THE SWITCH CONTROL, AND 28.6 EY2162'FEET E OF A WIRE FENCE ON THE W SIDE OF THE RIGHT-OF-WAY. IT EY2162'IS A CONCRETE-FILLED 6-INCH TILE (DISK MISSING) FLUSH WITH THE EY2162'GROUND. EY2162' EY2162'REFERENCE MARK 2 IS NE OF THE STATION, 51.1 FEET W OF MILEPOST EY2162'126, 29.2 FEET N OF THE N RAIL OF THE TRACK TO THE STATION, 18.0 EY2162'FEET W OF THE SW CORNER OF A FENCE AROUND THE BACK YARD OF A EY2162'HOUSE, AND IN LINE WITH THE S EDGE OF THE FENCE. IT IS A BRONZE EY2162'REFERENCE DISK, STAMPED NO 2 SWITCH 1933, AND SET IN THE TOP EY2162'OF A CONCRETE-FILLED 6-INCH TILE PROJECTING 1.0 FOOT ABOVE THE EY2162'GROUND. EY2162' EY2162'THE OLD REFERENCE MARK FOR BRIDGE 1914 IS W OF THE STATION, EY2162'67.2 FEET NE OF THE BRIDGE ABUTMENT, 66.0 FEET SW OF THE SWITCH EY2162'CONTROL, 44.2 FEET N OF THE N RAIL OF THE TRACK TO THE BRIDGE. IT EY2162'IS A BRONZE REFERENCE DISK, NOT STAMPED, AND SET IN THE TOP OF EY2162'A CONCRETE-FILLED 6-INCH TILE 2 INCHES UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3541 *********************************************************************** EY3541 DESIGNATION - SYNDICATE EY3541 PID - EY3541 EY3541 STATE/COUNTY- NC/BEAUFORT EY3541 USGS QUAD - SOUTH CREEK (1993) EY3541 EY3541 *CURRENT SURVEY CONTROL EY3541 ___________________________________________________________________ EY3541* NAD 83(1986)- 35 20 44.40194(N) 076 44 37.67619(W) ADJUSTED EY3541* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3541 ___________________________________________________________________ EY3541 LAPLACE CORR- -0.94 (seconds) DEFLEC99 EY3541 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3541 EY3541 HORZ ORDER - THIRD EY3541 EY3541.The North Carolina HARNS have been completed but, EY3541.due to contractual restrictions, coordinates for these stations EY3541.will NOT be published in the near future. In the interim, the EY3541.published coordinates in North Carolina will not be EY3541.consistent with the Continuously Operating Reference Stations EY3541.(CORS). The HARN coordinates for these stations are available EY3541.upon request. Contact Gary Thompson(919-733-3836). EY3541. EY3541.In addition, the published North Carolina positions EY3541.(NAD 83 (1986)) are NOT consistent with those determined in EY3541.adjacent state readjustments. The discontinuity between stations EY3541.located in North Carolina and those in adjacent states EY3541.which have been adjusted to the HARN may be as much as 5 EY3541.decimeters. This will result in a significant loss of accuracy EY3541.over lines crossing such state borders. EY3541 EY3541 EY3541.The horizontal coordinates were established by classical geodetic methods EY3541.and adjusted by the National Geodetic Survey in July 1986. EY3541 EY3541.The orthometric height was scaled from a topographic map. EY3541 EY3541.The Laplace correction was computed from DEFLEC99 derived deflections. EY3541 EY3541.The geoid height was determined by GEOID03. EY3541 EY3541; North East Units Scale Factor Converg. EY3541;SPC NC - 179,337.748 814,652.269 MT 0.99987393 +1 18 08.0 EY3541;SPC NC - 588,377.26 2,672,738.32 sFT 0.99987393 +1 18 08.0 EY3541;UTM 18 - 3,912,772.593 341,539.375 MT 0.99990945 -1 00 32.4 EY3541 EY3541! - Elev Factor x Scale Factor = Combined Factor EY3541!SPC NC - 1.00000574 x 0.99987393 = 0.99987967 EY3541!UTM 18 - 1.00000574 x 0.99990945 = 0.99991519 EY3541 EY3541: Primary Azimuth Mark Grid Az EY3541:SPC NC - LARK 083 41 57.1 EY3541:UTM 18 - LARK 086 00 37.5 EY3541 EY3541|---------------------------------------------------------------------| EY3541| PID Reference Object Distance Geod. Az | EY3541| dddmmss.s | EY3541| EY3525 LARK APPROX. 1.6 KM 0850005.1 | EY3541| EY5553 SYNDICATE RM 15.838 METERS 31010 | EY3541|---------------------------------------------------------------------| EY3541 EY3541 SUPERSEDED SURVEY CONTROL EY3541 EY3541 NAD 27 - 35 20 43.79900(N) 076 44 38.93200(W) AD( ) 3 EY3541 EY3541.Superseded values are not recommended for survey control. EY3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3541.See file dsdata.txt to determine how the superseded data were derived. EY3541 EY3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4153912773(NAD 83) EY3541_MARKER: DS = TRIANGULATION STATION DISK EY3541_SETTING: 0 = UNSPECIFIED SETTING EY3541 EY3541 HISTORY - Date Condition Report By EY3541 HISTORY - 1935 MONUMENTED CGS EY3541 HISTORY - 1948 GOOD CGS EY3541 EY3541 STATION DESCRIPTION EY3541 EY3541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3541'THIS STATION IS ON THE N SIDE OF SOUTH CREEK APPROXIMATELY 1/4 EY3541'MILE ABOVE TOOLEY CREEK ON FAST LAND ON TIMBER LINE. STATION IS EY3541'DIRECTLY OPPOSITE LONG CREEK ON A 20 METER OUTWARD CURVE OF THE EY3541'SHORE LINE. FROM THE STATION SHORE LINE IS 7 METERS S. EY3541' EY3541'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3541'8- BY 36-INCH TILE PROJECTING 8 INCHES ABOVE THE GROUND. EY3541' EY3541'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY EY3541'30-INCH TILE PROJECTING 8 INCHES ABOVE GROUND. EY3541 EY3541 STATION RECOVERY (1948) EY3541 EY3541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3541'STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION. DISTANCE EY3541'TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND EY3541'TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3541'DESCRIPTION FOLLOWS-- EY3541' EY3541'STATION IS ON THE N SIDE OF SOUTH CREEK, APPROXIMATELY 350 METERS EY3541'E OF TOOLEY CREEK, DIRECTLY OPPOSITE THE POINT BETWEEN LONG CREEK EY3541'AND SHORT CREEK. IT IS ON FAST LAND, ON THE TIMBER LINE, 6 METERS EY3541'N OF THE SHORELINE. A TRIANGULAR BLAZE ON A 12-INCH PINE IS EY3541'2.0 METERS S OF THE STATION. A TRIANGULAR BLAZE ON A 10-INCH EY3541'SWEET GUM IS 340 DEG MAG.AZ. 5.5 METERS FROM THE STATION. EY3541' EY3541'STATION MARK IS A BRONZE DISK SET IN A CONCRETE-FILLED 8-INCH TILE EY3541'PROJECTING 8 INCHES ABOVE GROUND. DISK IS STAMPED SYNDICATE 1935. EY3541' EY3541'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A CONCRETE-FILLED EY3541'8-INCH TILE PROJECTING 8 INCHES ABOVE GROUND. DISK IS STAMPED EY3541'SYNDICATE 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1485 *********************************************************************** EY1485 DESIGNATION - T 212 EY1485 PID - EY1485 EY1485 STATE/COUNTY- NC/BEAUFORT EY1485 USGS QUAD - BUNYAN (1974) EY1485 EY1485 *CURRENT SURVEY CONTROL EY1485 ___________________________________________________________________ EY1485* NAD 83(1986)- 35 33 43.27432(N) 076 53 12.32149(W) ADJUSTED EY1485* NAVD 88 - 10.835 (meters) 35.55 (feet) ADJUSTED EY1485 ___________________________________________________________________ EY1485 LAPLACE CORR- -2.01 (seconds) DEFLEC99 EY1485 GEOID HEIGHT- -36.81 (meters) GEOID03 EY1485 DYNAMIC HT - 10.825 (meters) 35.52 (feet) COMP EY1485 MODELED GRAV- 979,765.6 (mgal) NAVD 88 EY1485 EY1485 HORZ ORDER - SECOND EY1485 VERT ORDER - FIRST CLASS II EY1485 EY1485.The North Carolina HARNS have been completed but, EY1485.due to contractual restrictions, coordinates for these stations EY1485.will NOT be published in the near future. In the interim, the EY1485.published coordinates in North Carolina will not be EY1485.consistent with the Continuously Operating Reference Stations EY1485.(CORS). The HARN coordinates for these stations are available EY1485.upon request. Contact Gary Thompson(919-733-3836). EY1485. EY1485.In addition, the published North Carolina positions EY1485.(NAD 83 (1986)) are NOT consistent with those determined in EY1485.adjacent state readjustments. The discontinuity between stations EY1485.located in North Carolina and those in adjacent states EY1485.which have been adjusted to the HARN may be as much as 5 EY1485.decimeters. This will result in a significant loss of accuracy EY1485.over lines crossing such state borders. EY1485 EY1485 EY1485.The horizontal coordinates were established by classical geodetic methods EY1485.and adjusted by the National Geodetic Survey in July 1998. EY1485 EY1485.The orthometric height was determined by differential leveling EY1485.and adjusted by the National Geodetic Survey in June 1991. EY1485 EY1485.The Laplace correction was computed from DEFLEC99 derived deflections. EY1485 EY1485.The geoid height was determined by GEOID03. EY1485 EY1485.The dynamic height is computed by dividing the NAVD 88 EY1485.geopotential number by the normal gravity value computed on the EY1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1485.degrees latitude (g = 980.6199 gals.). EY1485 EY1485.The modeled gravity was interpolated from observed gravity values. EY1485 EY1485; North East Units Scale Factor Converg. EY1485;SPC NC - 203,047.656 801,150.992 MT 0.99988721 +1 13 10.9 EY1485;SPC NC - 666,165.52 2,628,442.88 sFT 0.99988721 +1 13 10.9 EY1485;UTM 18 - 3,937,009.670 329,005.801 MT 0.99996032 -1 05 51.3 EY1485 EY1485! - Elev Factor x Scale Factor = Combined Factor EY1485!SPC NC - 1.00000408 x 0.99988721 = 0.99989129 EY1485!UTM 18 - 1.00000408 x 0.99996032 = 0.99996440 EY1485 EY1485 SUPERSEDED SURVEY CONTROL EY1485 EY1485 NAVD 88 (07/14/98) 10.79 (m) 35.4 (f) LEVELING 3 EY1485 EY1485.Superseded values are not recommended for survey control. EY1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1485.See file dsdata.txt to determine how the superseded data were derived. EY1485 EY1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2900637010(NAD 83) EY1485_MARKER: I = METAL ROD EY1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1485_SP_SET: STAINLESS STEEL ROD EY1485_STAMPING: T 212 1979 EY1485_MARK LOGO: NGS EY1485_PROJECTION: FLUSH EY1485_MAGNETIC: I = MARKER IS A STEEL ROD EY1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1485_ROD/PIPE-DEPTH: 10.7 meters EY1485 EY1485 HISTORY - Date Condition Report By EY1485 HISTORY - 1979 MONUMENTED NGS EY1485 HISTORY - 19820425 GOOD NCGS EY1485 EY1485 STATION DESCRIPTION EY1485 EY1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1485'3.6 MI SW FROM PINETOWN. EY1485'6.4 MILES EAST ALONG US 264 FROM THE INTERSECTION WITH U.S. 17 EY1485'IN WASHINGTON, THENCE 4.4 MILES NORTHEAST ALONG N.C. 32, ON LEFT EY1485'AT JUNCTION KNOWN AS FIVE POINTS, BETWEEN SR 1507 AND SR 1526 AND EY1485'APPROXIMATELY 200 FEET WEST OF RESPESS SUPERETTE MARKET, 32.5 EY1485'FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1507, 52.9 FEET NORTHWEST EY1485'OF CENTERLINE OF SR 1526, 117.3 FEET NORTH OF CENTERLINE OF N.C. 32, EY1485'35.2 FEET EAST OF THE NORTH END OF A 15 INCH CULVERT UNDER SR 1507, EY1485'AND 1.3 FEET NORTHEAST OF A TELEPHONE POLE WITH PEDESTAL AND EY1485'REFERENCE TAG. THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD EY1485'4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE EY1485'WITH ACCESS COVER. EY1485'THE MARK IS 1 FT S FROM A WITNESS POST. EY1485'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1485 EY1485 STATION RECOVERY (1982) EY1485 EY1485'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY1485'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3935 *********************************************************************** EY3935 DESIGNATION - TAME EY3935 PID - EY3935 EY3935 STATE/COUNTY- NC/BEAUFORT EY3935 USGS QUAD - BLOUNTS BAY (1993) EY3935 EY3935 *CURRENT SURVEY CONTROL EY3935 ___________________________________________________________________ EY3935* NAD 83(1986)- 35 27 36.11062(N) 076 53 01.40111(W) ADJUSTED EY3935* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3935 ___________________________________________________________________ EY3935 LAPLACE CORR- -2.68 (seconds) DEFLEC99 EY3935 GEOID HEIGHT- -36.95 (meters) GEOID03 EY3935 EY3935 HORZ ORDER - THIRD EY3935 EY3935.The North Carolina HARNS have been completed but, EY3935.due to contractual restrictions, coordinates for these stations EY3935.will NOT be published in the near future. In the interim, the EY3935.published coordinates in North Carolina will not be EY3935.consistent with the Continuously Operating Reference Stations EY3935.(CORS). The HARN coordinates for these stations are available EY3935.upon request. Contact Gary Thompson(919-733-3836). EY3935. EY3935.In addition, the published North Carolina positions EY3935.(NAD 83 (1986)) are NOT consistent with those determined in EY3935.adjacent state readjustments. The discontinuity between stations EY3935.located in North Carolina and those in adjacent states EY3935.which have been adjusted to the HARN may be as much as 5 EY3935.decimeters. This will result in a significant loss of accuracy EY3935.over lines crossing such state borders. EY3935 EY3935 EY3935.The horizontal coordinates were established by classical geodetic methods EY3935.and adjusted by the National Geodetic Survey in July 1986. EY3935 EY3935.The orthometric height was scaled from a topographic map. EY3935 EY3935.The Laplace correction was computed from DEFLEC99 derived deflections. EY3935 EY3935.The geoid height was determined by GEOID03. EY3935 EY3935; North East Units Scale Factor Converg. EY3935;SPC NC - 191,741.632 801,667.097 MT 0.99987917 +1 13 17.2 EY3935;SPC NC - 629,072.34 2,630,136.13 sFT 0.99987917 +1 13 17.2 EY3935;UTM 18 - 3,925,691.150 329,064.622 MT 0.99996008 -1 05 35.1 EY3935 EY3935! - Elev Factor x Scale Factor = Combined Factor EY3935!SPC NC - 1.00000569 x 0.99987917 = 0.99988486 EY3935!UTM 18 - 1.00000569 x 0.99996008 = 0.99996577 EY3935 EY3935: Primary Azimuth Mark Grid Az EY3935:SPC NC - DRAKE 106 46 58.0 EY3935:UTM 18 - DRAKE 109 05 50.3 EY3935 EY3935|---------------------------------------------------------------------| EY3935| PID Reference Object Distance Geod. Az | EY3935| dddmmss.s | EY3935| EY5555 TAME RM 2 24.075 METERS 04442 | EY3935| EY3767 DRAKE APPROX. 2.4 KM 1080015.2 | EY3935| EY3930 MAULS POINT LIGHT APPROX. 3.3 KM 2560534.0 | EY3935| EY5554 TAME RM 1 18.628 METERS 32124 | EY3935|---------------------------------------------------------------------| EY3935 EY3935 SUPERSEDED SURVEY CONTROL EY3935 EY3935 NAD 27 - 35 27 35.51300(N) 076 53 02.60200(W) AD( ) 3 EY3935 EY3935.Superseded values are not recommended for survey control. EY3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3935.See file dsdata.txt to determine how the superseded data were derived. EY3935 EY3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2906525691(NAD 83) EY3935_MARKER: DS = TRIANGULATION STATION DISK EY3935_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3935_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3935 EY3935 HISTORY - Date Condition Report By EY3935 HISTORY - 1933 MONUMENTED CGS EY3935 HISTORY - 1948 GOOD CGS EY3935 HISTORY - 1948 GOOD CGS EY3935 HISTORY - 1976 GOOD USE EY3935 EY3935 STATION DESCRIPTION EY3935 EY3935'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3935'STATION IS LOCATED ON N SHORE OF THE PAMLICO RIVER, ABOUT 2.8 EY3935'MILES W OF THE MOUTH OF BATH CREEK, ABOUT 300 METERS SE OF A EY3935'TOBACCO BARN, SOME 275 METERS DOWNSTREAM FROM BOYS CAMP OF THE EY3935'EPISCOPAL CHURCH, ON THE MOST EASTERLY OF A SERIES OF IRREGULAR EY3935'POINTS. IT IS JUST OPPOSITE THE EASTERN END OF A CLEARED FIELD, EY3935'BACK OF PINES AND CYPRESS ALONG THE SHORE, 12 METERS FROM THE EY3935'SHORE LINE. EY3935' EY3935'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET EY3935'IN CONCRETE AT THE TOPS OF TILES. EY3935' EY3935'REFERENCE MARK NO.1 IS IN A 6-INCH TILE, BELL DOWN, NEAR EDGE EY3935'OF FIELD NW OF THE STATION. EY3935' EY3935'REFERENCE MARK NO.2 IS NE OF THE STATION, AND IS A FIVE-SIDED, EY3935'WOODEN PILE MADE OF 6-INCH PINE WOOD. EY3935' EY3935'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS. EY3935 EY3935 STATION RECOVERY (1948) EY3935 EY3935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3935'STATION WAS FOUND IN GOOD CONDITION. R.M. 1 WAS SEARCHED FOR EY3935'BY A TWO-MAN PARTY FOR ONE HOUR BUT NO TRACE OF STATION COULD EY3935'BE FOUND. R.M. 2 HAS BEEN REMOVED. THE PUBLISHED DESCRIPTION EY3935'IS INADEQUATE, NEW DESCRIPTION FOLLOWS-- EY3935' EY3935'STATION IS LOCATED ON N SHORE OF THE PAMLICO RIVER, ABOUT 2.8 EY3935'MILES W OF THE MOUTH OF BATH CREEK, ON THE PROPERTY OF THE EY3935'EPISCOPAL CHURCH CAMP LEACH. EY3935' EY3935'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 264 EY3935'AND MARKET STREET IN WASHINGTON, N.C., GO E ON HIGHWAY 264 FOR EY3935'9.4 MILES TO SIGN CAMP LEACH 4 MILES. TURN S (RIGHT) ON DIRT EY3935'ROAD FOR 0.3 MILE TO Y DIRT-ROAD INTERSECTION, GO LEFT (MAIN EY3935'ROAD) FOR 3.0 MILES TO Y DIRT-ROAD INTERSECTION, GO RIGHT 0.6 EY3935'MILE TO CAMP LEACH AND RIVER, GO E (LEFT) BY CAMP TO LAST EY3935'BUNKHOUSE IN ROW OF BUILDINGS. WALK APPROXIMATELY 640 FEET EY3935'DOWNSTREAM FROM BUNKHOUSE TO SE CORNER OF FIELD AND TREE EY3935'LINE. STATION IS APPROXIMATELY 60 FEET SE FROM CORNER OF EY3935'FIELD AND 7.9 METERS (26 FEET) N OF MEAN HIGH-WATER LINE. EY3935' EY3935'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE TOP EY3935'OF A TILE. IT PROJECTS 1 INCH ABOVE GROUND AND IS STAMPED TAME EY3935'1933. EY3935' EY3935'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 6-INCH EY3935'TILE, BELL DOWN. IT IS NEAR EDGE OF FIELD, NW OF STATION. MARK EY3935'COULD NOT BE LOCATED AFTER TAPING WITH STEEL TAPE AND EY3935'AN EXTENSIVE SEARCH. EY3935' EY3935'REFERENCE MARK 2 HAS BEEN MOVED. EY3935 EY3935 STATION RECOVERY (1948) EY3935 EY3935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3935'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCE EY3935'TO REFERENCE MARKS CHECKED. ORIGINAL DESCRIPTION EY3935'INADEQUATE. A NEW DESCRIPTION FOLLOWS. EY3935' EY3935'STATION IS LOCATED ON THE N SHORE OF PAMLICO RIVER, ABOUT 2.8 EY3935'MILES W OF THE MOUTH OF BATH CREEK, ON THE PROPERTY OF THE EY3935'EPISCOPAL CHURCH CAMP LEACH, 60.0 FEET SE OF THE SE CORNER OF A EY3935'CLEARING IN A GROWTH OF HARDWOOD AND PINE, 13.0 METERS N OF THE EY3935'APPARENT SHORELINE, 3.1 METERS W OF A TRIANGULAR-BLAZED 14-INCH EY3935'GUM TREE. EY3935' EY3935'STATION MARK IS A BRONZE STATION DISK, STAMPED TAME 1933, AND EY3935'SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT FLUSH WITH EY3935'THE GROUND. EY3935' EY3935'REFERENCE MARK 1 IS NW OF THE STATION, ABOUT 2 METERS W OF A EY3935'FIRE TRAIL, 3.2 METERS W OF A BLAZED 12-INCH OAK, 6.4 METERS S EY3935'OF TWIN 15-FOOT PINES IN THE SE CORNER OF A CLEARING. IT IS A EY3935'BRONZE REFERENCE DISK, STAMPED NO 1 1933, AND SET IN THE TOP OF EY3935'A 6-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3935' EY3935'REFERENCE MARK 2 IS NE OF THE STATION, IN A GROWTH OF HARDWOOD, EY3935'PINE, AND BRUSH, 3.1 METERS NW OF A BLAZED 16-INCH PINE, AND EY3935'1.2 METERS SE OF A BLAZED 16-INCH OAK. IT IS A BRONZE EY3935'REFERENCE DISK, STAMPED NO 2 1933, AND SET IN THE TOP OF A EY3935'6-INCH PENTAGON CONCRETE MONUMENT FLUSH WITH THE GROUND. EY3935' EY3935'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 264 EY3935'AND MARKET STREET IN WASHINGTON, N.C., GO E ON U.S. HIGHWAY 264 EY3935'FOR 9.4 MILES TO SIGN CAMP LEACH 4 MILES, TURN S (RIGHT) ON EY3935'DIRT ROAD FOR 0.3 MILE TO Y DIRT-ROAD INTERSECTION, GO LEFT EY3935'(MAIN ROAD) FOR 3.0 MILES TO Y DIRT-ROAD INTERSECTION, GO RIGHT EY3935'0.6 MILE TO CAMP LEACH AND RIVER, GO E (LEFT) BY CAMP TO LAST EY3935'BUNKHOUSE IN ROW OF BUILDINGS. WALK APPROXIMATELY 640 FEET EY3935'DOWNSTREAM FROM BUNKHOUSE TO SE CORNER OF FIELD AND TREE LINE. EY3935 EY3935 STATION RECOVERY (1976) EY3935 EY3935'RECOVERY NOTE BY US ENGINEERS 1976 (GRN) EY3935'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4034 *********************************************************************** EY4034 DESIGNATION - TANKARD EY4034 PID - EY4034 EY4034 STATE/COUNTY- NC/BEAUFORT EY4034 USGS QUAD - PINETOWN (1974) EY4034 EY4034 *CURRENT SURVEY CONTROL EY4034 ___________________________________________________________________ EY4034* NAD 83(1986)- 35 30 43.09443(N) 076 48 21.77033(W) ADJUSTED EY4034* NAVD 88 - 4. (meters) 13. (feet) SCALED EY4034 ___________________________________________________________________ EY4034 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY4034 GEOID HEIGHT- -36.99 (meters) GEOID03 EY4034 EY4034 HORZ ORDER - THIRD EY4034 EY4034.The North Carolina HARNS have been completed but, EY4034.due to contractual restrictions, coordinates for these stations EY4034.will NOT be published in the near future. In the interim, the EY4034.published coordinates in North Carolina will not be EY4034.consistent with the Continuously Operating Reference Stations EY4034.(CORS). The HARN coordinates for these stations are available EY4034.upon request. Contact Gary Thompson(919-733-3836). EY4034. EY4034.In addition, the published North Carolina positions EY4034.(NAD 83 (1986)) are NOT consistent with those determined in EY4034.adjacent state readjustments. The discontinuity between stations EY4034.located in North Carolina and those in adjacent states EY4034.which have been adjusted to the HARN may be as much as 5 EY4034.decimeters. This will result in a significant loss of accuracy EY4034.over lines crossing such state borders. EY4034 EY4034 EY4034.The horizontal coordinates were established by classical geodetic methods EY4034.and adjusted by the National Geodetic Survey in July 1986. EY4034 EY4034.The orthometric height was scaled from a topographic map. EY4034 EY4034.The Laplace correction was computed from DEFLEC99 derived deflections. EY4034 EY4034.The geoid height was determined by GEOID03. EY4034 EY4034; North East Units Scale Factor Converg. EY4034;SPC NC - 197,655.292 808,588.163 MT 0.99988287 +1 15 58.6 EY4034;SPC NC - 648,474.07 2,652,843.00 sFT 0.99988287 +1 15 58.6 EY4034;UTM 18 - 3,931,320.771 336,219.379 MT 0.99993057 -1 02 57.5 EY4034 EY4034! - Elev Factor x Scale Factor = Combined Factor EY4034!SPC NC - 1.00000523 x 0.99988287 = 0.99988810 EY4034!UTM 18 - 1.00000523 x 0.99993057 = 0.99993580 EY4034 EY4034 SUPERSEDED SURVEY CONTROL EY4034 EY4034 NAD 27 - 35 30 42.50600(N) 076 48 22.99600(W) AD( ) 3 EY4034 EY4034.Superseded values are not recommended for survey control. EY4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4034.See file dsdata.txt to determine how the superseded data were derived. EY4034 EY4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3621931321(NAD 83) EY4034_MARKER: DS = TRIANGULATION STATION DISK EY4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY4034_STAMPING: TANKARD 1935 EY4034_MARK LOGO: CGS EY4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4034+STABILITY: SURFACE MOTION EY4034 EY4034 HISTORY - Date Condition Report By EY4034 HISTORY - 1935 MONUMENTED CGS EY4034 HISTORY - 1949 GOOD CGS EY4034 EY4034 STATION DESCRIPTION EY4034 EY4034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY4034'STATION IS ON THE NW SIDE OF BATH CREEK, ABOUT 0.2 MILE SW OF THE EY4034'MOUTH OF TANKARD CREEK, THE NORTHWESTERLY ONE OF THE TWO CREEKS EY4034'WHICH FORM BATH CREEK ON LAND OWNED BY LINWOOD HARRINGTON. EY4034' EY4034'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN EY4034'CONCRETE. EY4034' EY4034'STATION MARK, PROJECTING ABOUT 4 INCHES, IS ON THE S EDGE OF A EY4034'CULTIVATED FIELD (NOW IN CORN), 15 YARDS FROM THE E SIDE OF THE EY4034'FIELD. 45 YARDS FROM THE W SIDE OF THE FIELD, ABOUT 50 YARDS FROM THE EY4034'SHORE LINE OF THE CREEK, 4.9 METERS N OF A TRIANGULAR BLAZED 8 INCH EY4034'PINE TREE AND 16.9 METERS NW OF A TRIANGULAR BLAZED 24 INCH PINE EY4034'TREE. THERE IS A SKIFF LANDING ON THE CREEK BANK OPPOSITE THE EY4034'STATION AND A TRIANGULAR BLAZE WAS MADE ON A 10 INCH GUM TREE FACING EY4034'THE CREEK TO MARK THE PLACE TO GO ASHORE WHEN APPROACHING THE EY4034'STATION BY BOAT. EY4034' EY4034'TO REACH FROM JUNCTION OF ROUTES 92 AND 264, FOLLOW ROUTE 264 E 5.3 EY4034'MILES AND TURN RIGHT ON DIRT ROAD (0.25 MILE BEFORE REACHING EY4034'CONCRETE BRIDGE), FOLLOW 0.3 MILE AND TURN LEFT ON SIDE ROAD AT MAIL EY4034'BOX NO.35, FOLLOW 0.2 MILE AND TURN LEFT AT TOBACCO BARNS AND FOLLOW EY4034'ABOUT 0.05 MILE AND TURN RIGHT ON ROAD ALONGSIDE W SIDE OF EY4034'CULTIVATED FIELD, CONTINUE ABOUT 0.4 MILE TO S END OF FIELD AND EY4034'STATION. EY4034' EY4034'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION. EY4034' EY4034'THIS IS AN INTERSECTION STATION. EY4034 EY4034 STATION RECOVERY (1949) EY4034 EY4034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY4034'STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS EY4034'ADEQUATE, EXCEPT THAT THE STATION MARK IS NOW FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4018 *********************************************************************** EY4018 DESIGNATION - TEGO EY4018 PID - EY4018 EY4018 STATE/COUNTY- NC/BEAUFORT EY4018 USGS QUAD - BELHAVEN (1974) EY4018 EY4018 *CURRENT SURVEY CONTROL EY4018 ___________________________________________________________________ EY4018* NAD 83(1986)- 35 31 34.37244(N) 076 37 21.36639(W) ADJUSTED EY4018* NAVD 88 - 1. (meters) 3. (feet) SCALED EY4018 ___________________________________________________________________ EY4018 LAPLACE CORR- -2.22 (seconds) DEFLEC99 EY4018 GEOID HEIGHT- -37.18 (meters) GEOID03 EY4018 EY4018 HORZ ORDER - SECOND EY4018 EY4018.The North Carolina HARNS have been completed but, EY4018.due to contractual restrictions, coordinates for these stations EY4018.will NOT be published in the near future. In the interim, the EY4018.published coordinates in North Carolina will not be EY4018.consistent with the Continuously Operating Reference Stations EY4018.(CORS). The HARN coordinates for these stations are available EY4018.upon request. Contact Gary Thompson(919-733-3836). EY4018. EY4018.In addition, the published North Carolina positions EY4018.(NAD 83 (1986)) are NOT consistent with those determined in EY4018.adjacent state readjustments. The discontinuity between stations EY4018.located in North Carolina and those in adjacent states EY4018.which have been adjusted to the HARN may be as much as 5 EY4018.decimeters. This will result in a significant loss of accuracy EY4018.over lines crossing such state borders. EY4018 EY4018 EY4018.The horizontal coordinates were established by classical geodetic methods EY4018.and adjusted by the National Geodetic Survey in July 1986. EY4018 EY4018.The orthometric height was scaled from a topographic map. EY4018 EY4018.The Laplace correction was computed from DEFLEC99 derived deflections. EY4018 EY4018.The geoid height was determined by GEOID03. EY4018 EY4018; North East Units Scale Factor Converg. EY4018;SPC NC - 199,618.103 825,185.393 MT 0.99988403 +1 22 19.8 EY4018;SPC NC - 654,913.73 2,707,295.74 sFT 0.99988403 +1 22 19.8 EY4018;UTM 18 - 3,932,611.464 352,882.601 MT 0.99986672 -0 56 34.9 EY4018 EY4018! - Elev Factor x Scale Factor = Combined Factor EY4018!SPC NC - 1.00000573 x 0.99988403 = 0.99988976 EY4018!UTM 18 - 1.00000573 x 0.99986672 = 0.99987245 EY4018 EY4018: Primary Azimuth Mark Grid Az EY4018:SPC NC - LOWE 062 01 08.1 EY4018:UTM 18 - LOWE 064 20 02.8 EY4018 EY4018|---------------------------------------------------------------------| EY4018| PID Reference Object Distance Geod. Az | EY4018| dddmmss.s | EY4018| EY3983 BELHAVEN CITY HALL SPIRE APPROX. 1.4 KM 0032930.1 | EY4018| EY3989 BELLHAVEN METH CHURCH SPIRE APPROX. 1.2 KM 0192438.5 | EY4018| EY4015 LOWE APPROX. 3.4 KM 0632327.9 | EY4018| EY4004 PANTEGO CREEK BEACON APPROX. 0.7 KM 0633544.6 | EY4018| EY3999 LOWER DOWERY POINT BEACON APPROX. 5.8 KM 0945638.4 | EY4018| EY3994 DURANTS POINT BEACON APPROX. 2.8 KM 1003812.8 | EY4018| EY4020 PANTEGO RM 1 14.907 METERS 26229 | EY4018| EY5557 TEGO RM 2 10.400 METERS 31133 | EY4018| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 2.2 KM 3392307.1 | EY4018| EY3984 BELHAVEN MUNICIPAL TANK APPROX. 1.5 KM 3542058.9 | EY4018|---------------------------------------------------------------------| EY4018 EY4018 SUPERSEDED SURVEY CONTROL EY4018 EY4018 NAD 27 - 35 31 33.77800(N) 076 37 22.61600(W) AD( ) 2 EY4018 EY4018.Superseded values are not recommended for survey control. EY4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4018.See file dsdata.txt to determine how the superseded data were derived. EY4018 EY4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5288332611(NAD 83) EY4018_MARKER: DS = TRIANGULATION STATION DISK EY4018_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY4018_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY4018_STAMPING: TEGO 1933 EY4018_MARK LOGO: CGS EY4018 EY4018 HISTORY - Date Condition Report By EY4018 HISTORY - 1933 MONUMENTED CGS EY4018 HISTORY - 1949 MARK NOT FOUND CGS EY4018 EY4018 STATION DESCRIPTION EY4018 EY4018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY4018'IN SAME LOCATION AS OLD STATION, PANTEGO, ON THE W SIDE OF THE EY4018'PUNGO RIVER, ACROSS PANTEGO CREEK FROM THE TOWN OF BELHAVEN, ON EY4018'A POINT BETWEEN THE MOUTHS OF PANTEGO CREEK AND PUNGO CREEK. EY4018' EY4018'STATION IS ABOUT 6 METERS INSHORE FROM END OF ROUNDED POINT, AND EY4018'IS A STANDARD DISK STAMPED TEGO 1933, SET IN 8-INCH TILE, EY4018'SURROUNDED BY CONCRETE COLLAR. EY4018' EY4018'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP EY4018'OF TILE. EY4018' EY4018'REFERENCE MARK NO. 1 IS STAMPED NO. 1, NW OF THE STATION. IT IS EY4018'THE SAME MARK AS WAS USED IN 1914, AND IS RE-STAMPED. REFERENCE EY4018'MARK NO. 2 IS STAMPED NO. 2 1933, N OF THE STATION, IN 6-INCH EY4018'TILE, SURROUNDED BY A CONCRETE COLLAR. EY4018' EY4018'HEIGHT OF SIGNAL ABOVE STATION MARK 3 METERS. EY4018 EY4018 STATION RECOVERY (1949) EY4018 EY4018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4018'STATION AND R.M. 1 LOST. R.M. 2 RECOVERED IN GOOD CONDITION. EY4018' EY4018'ORIGINAL DESCRIPTION ADEQUATE WITH THE FOLLOWING ADDITION--9.9 EY4018'METERS N OF W END OF WOODEN BREAKWATER AND 3.9 METERS, 260 DEG, EY4018'FROM SHORELINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4100 *********************************************************************** EY4100 DESIGNATION - TEXACO EY4100 PID - EY4100 EY4100 STATE/COUNTY- NC/BEAUFORT EY4100 USGS QUAD - PINETOWN (1974) EY4100 EY4100 *CURRENT SURVEY CONTROL EY4100 ___________________________________________________________________ EY4100* NAD 83(1986)- 35 31 45.80220(N) 076 46 23.47497(W) ADJUSTED EY4100* NAVD 88 - 3.541 (meters) 11.62 (feet) ADJUSTED EY4100 ___________________________________________________________________ EY4100 LAPLACE CORR- -1.91 (seconds) DEFLEC99 EY4100 GEOID HEIGHT- -36.99 (meters) GEOID03 EY4100 DYNAMIC HT - 3.538 (meters) 11.61 (feet) COMP EY4100 MODELED GRAV- 979,762.4 (mgal) NAVD 88 EY4100 EY4100 HORZ ORDER - SECOND EY4100 VERT ORDER - SECOND CLASS II EY4100 EY4100.The North Carolina HARNS have been completed but, EY4100.due to contractual restrictions, coordinates for these stations EY4100.will NOT be published in the near future. In the interim, the EY4100.published coordinates in North Carolina will not be EY4100.consistent with the Continuously Operating Reference Stations EY4100.(CORS). The HARN coordinates for these stations are available EY4100.upon request. Contact Gary Thompson(919-733-3836). EY4100. EY4100.In addition, the published North Carolina positions EY4100.(NAD 83 (1986)) are NOT consistent with those determined in EY4100.adjacent state readjustments. The discontinuity between stations EY4100.located in North Carolina and those in adjacent states EY4100.which have been adjusted to the HARN may be as much as 5 EY4100.decimeters. This will result in a significant loss of accuracy EY4100.over lines crossing such state borders. EY4100 EY4100 EY4100.The horizontal coordinates were established by classical geodetic methods EY4100.and adjusted by the National Geodetic Survey in July 1998. EY4100 EY4100.The orthometric height was determined by differential leveling EY4100.and adjusted by the National Geodetic Survey in June 1991. EY4100 EY4100.The Laplace correction was computed from DEFLEC99 derived deflections. EY4100 EY4100.The geoid height was determined by GEOID03. EY4100 EY4100.The dynamic height is computed by dividing the NAVD 88 EY4100.geopotential number by the normal gravity value computed on the EY4100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4100.degrees latitude (g = 980.6199 gals.). EY4100 EY4100.The modeled gravity was interpolated from observed gravity values. EY4100 EY4100; North East Units Scale Factor Converg. EY4100;SPC NC - 199,653.562 811,524.640 MT 0.99988429 +1 17 06.9 EY4100;SPC NC - 655,030.06 2,662,477.09 sFT 0.99988429 +1 17 06.9 EY4100;UTM 18 - 3,933,198.833 339,234.325 MT 0.99991850 -1 01 50.4 EY4100 EY4100! - Elev Factor x Scale Factor = Combined Factor EY4100!SPC NC - 1.00000525 x 0.99988429 = 0.99988954 EY4100!UTM 18 - 1.00000525 x 0.99991850 = 0.99992375 EY4100 EY4100 SUPERSEDED SURVEY CONTROL EY4100 EY4100 NAVD 88 (07/14/98) 3.54 (m) 11.6 (f) LEVELING 3 EY4100 EY4100.Superseded values are not recommended for survey control. EY4100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4100.See file dsdata.txt to determine how the superseded data were derived. EY4100 EY4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3923433199(NAD 83) EY4100_MARKER: DE = TRAVERSE STATION DISK EY4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4100_SP_SET: CONCRETE POST EY4100_STAMPING: TEXACO 1982 EY4100_MARK LOGO: NCGS EY4100_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4100+STABILITY: SURFACE MOTION EY4100 EY4100 HISTORY - Date Condition Report By EY4100 HISTORY - 1982 MONUMENTED NCGS EY4100 HISTORY - 19840601 GOOD NCGS EY4100 EY4100 STATION DESCRIPTION EY4100 EY4100'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4100'11.9 KM (7.4 MI) WSW FROM PANTEGO. EY4100'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) WEST-SOUTHWEST OF EY4100'PANTEGO AND 26.1 KM (16.2 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4100'3.1 KM (1.9 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.1 MI) EAST FROM EY4100'THE INTERSECTION WITH SR 1611, ON THE PROLONGATION OF THE WEST SIDE EY4100'OF A FRAME STORE BUILDING, IN THE NORTH SHOULDER. THE STATION IS A EY4100'STANDARD NCGS DISK STAMPED---TEXACO 1982---, SET INTO THE TOP OF A EY4100'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW EY4100'GROUND. LOCATED 6.7 METERS (22.0 FT) NORTHEAST OF THE CENTERLINE OF EY4100'US 264, 17.8 METERS (58.5 FT) NORTHEAST OF A 24-INCH PECAN, 20.4 EY4100'METERS (67.0 FT) NORTHWEST OF A 24-INCH PECAN, 26.8 METERS (87.8 FT) EY4100'NORTHEAST OF THE WEST EDGE OF A GAS BAY. EY4100 EY4100 STATION RECOVERY (1984) EY4100 EY4100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4100'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) WEST-SOUTHWEST OF PANTEGO EY4100'AND 26.1 KM (16.20 MI) EAST OF WASHINGTON. ALONG US 264 FOR 3.1 KM EY4100'(1.90 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.10 MI) EAST FROM SR EY4100'1611, ON THE PROLONGATION OF THE WEST SIDE OF A FRAME STORE BUILDING, EY4100'IN THE NORTH SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND. EY4100'LOCATED 6.7 M (22.0 FT) NORTHEAST OF THE CENTERLINE OF US 264, 17.8 M EY4100'(58.4 FT) NORTHEAST OF A 24-INCH PECAN, 20.4 M (66.9 FT) NORTHWEST OF EY4100'A 24-INCH PECAN, 26.8 M (87.9 FT) NORTHEAST OF THE WEST EDGE OF A GAS EY4100'BAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3781 *********************************************************************** EY3781 DESIGNATION - TEXAS EY3781 PID - EY3781 EY3781 STATE/COUNTY- NC/BEAUFORT EY3781 USGS QUAD - BATH (1993) EY3781 EY3781 *CURRENT SURVEY CONTROL EY3781 ___________________________________________________________________ EY3781* NAD 83(1986)- 35 23 02.29268(N) 076 46 40.96720(W) ADJUSTED EY3781* NAVD 88 - 28.78 (+/-2cm) 94.4 (feet) VERTCON EY3781 ___________________________________________________________________ EY3781 LAPLACE CORR- -1.24 (seconds) DEFLEC99 EY3781 GEOID HEIGHT- -37.18 (meters) GEOID03 EY3781 EY3781 HORZ ORDER - SECOND EY3781 VERT ORDER - THIRD ? (See Below) EY3781 EY3781.The North Carolina HARNS have been completed but, EY3781.due to contractual restrictions, coordinates for these stations EY3781.will NOT be published in the near future. In the interim, the EY3781.published coordinates in North Carolina will not be EY3781.consistent with the Continuously Operating Reference Stations EY3781.(CORS). The HARN coordinates for these stations are available EY3781.upon request. Contact Gary Thompson(919-733-3836). EY3781. EY3781.In addition, the published North Carolina positions EY3781.(NAD 83 (1986)) are NOT consistent with those determined in EY3781.adjacent state readjustments. The discontinuity between stations EY3781.located in North Carolina and those in adjacent states EY3781.which have been adjusted to the HARN may be as much as 5 EY3781.decimeters. This will result in a significant loss of accuracy EY3781.over lines crossing such state borders. EY3781 EY3781 EY3781.The horizontal coordinates were established by classical geodetic methods EY3781.and adjusted by the National Geodetic Survey in July 1986. EY3781 EY3781.The NAVD 88 height was computed by applying the VERTCON shift value to EY3781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3781.The vertical order pertains to the NGVD 29 superseded value. EY3781 EY3781.The Laplace correction was computed from DEFLEC99 derived deflections. EY3781 EY3781.The geoid height was determined by GEOID03. EY3781 EY3781; North East Units Scale Factor Converg. EY3781;SPC NC - 183,515.557 811,445.167 MT 0.99987524 +1 16 56.8 EY3781;SPC NC - 602,083.96 2,662,216.35 sFT 0.99987524 +1 16 56.8 EY3781;UTM 18 - 3,917,076.541 338,503.278 MT 0.99992142 -1 01 47.3 EY3781 EY3781! - Elev Factor x Scale Factor = Combined Factor EY3781!SPC NC - 1.00000132 x 0.99987524 = 0.99987656 EY3781!UTM 18 - 1.00000132 x 0.99992142 = 0.99992274 EY3781 EY3781: Primary Azimuth Mark Grid Az EY3781:SPC NC - MILLER 324 42 07.4 EY3781:UTM 18 - MILLER 327 00 51.5 EY3781 EY3781|---------------------------------------------------------------------| EY3781| PID Reference Object Distance Geod. Az | EY3781| dddmmss.s | EY3781| EY3778 OFFICE APPROX. 0.5 KM 0070834.4 | EY3781| EY3777 MILLER APPROX. 8.7 KM 3255904.2 | EY3781|---------------------------------------------------------------------| EY3781 EY3781 SUPERSEDED SURVEY CONTROL EY3781 EY3781 NAD 27 - 35 23 01.68321(N) 076 46 42.21382(W) AD( ) 2 EY3781 NGVD 29 (07/19/86) 29.11 (m) 95.5 (f) LEVELING 3 EY3781 EY3781.Superseded values are not recommended for survey control. EY3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3781.See file dsdata.txt to determine how the superseded data were derived. EY3781 EY3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3850317077(NAD 83) EY3781_MARKER: DE = TRAVERSE STATION DISK EY3781_SETTING: 36 = SET IN A MASSIVE STRUCTURE EY3781_SP_SET: SILO ROOF EY3781_STAMPING: TEXAS 1966 EY3781_MARK LOGO: NCGS EY3781_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY3781 EY3781 HISTORY - Date Condition Report By EY3781 HISTORY - 1966 MONUMENTED NCGS EY3781 HISTORY - 19830101 GOOD NCGS EY3781 EY3781 STATION DESCRIPTION EY3781 EY3781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3781'TEXAS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3781'THE VICINITY OF AURORA, NORTH CAROLINA. EY3781' EY3781'TEXAS IS 5.5 MILES N OF AURORA. LOCATED ON THE SOUTH SIDE OF EY3781'PAMLICO RIVER, AT THE TEXAS GULF SULPHUR PLANT AND ON TOP OF CONCRETE EY3781'STORAGE SILO. APPROXIMATELY 500 FT S OF THE OFFICE BUILDING AND EY3781'AT THE SW CORNER OF THE CONCRETE ROOF OF THE STORAGE SILO. EY3781' EY3781'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY3781'TEXAS 1966, SET IN A DRILL HOLE IN THE CONCRETE ROOF. EY3781' EY3781'MARK IS EY3781' EY3781'10.0 FT S OF SW CORNER OF SHED ON SILO EY3781' EY3781'7.0 FT SE OF SW CORNER OF GUARD RAIL POST EY3781' EY3781'2.7 FT NW OF S GUARD CORNER RAIL EY3781' EY3781'14.2 FT NW OF VENT PIPE ON SILO EY3781' EY3781'4.0 FT NE OF EDGE OF SILO EY3781' EY3781'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3781 EY3781 STATION RECOVERY (1983) EY3781 EY3781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3781'RECOVERED AS DESCRIBED--IN GOOD CONDITION IN THE ROOF OF THE SILO. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4332 *********************************************************************** EY4332 DESIGNATION - TIDEWATER EY4332 PID - EY4332 EY4332 STATE/COUNTY- NC/BEAUFORT EY4332 USGS QUAD - WASHINGTON (1983) EY4332 EY4332 *CURRENT SURVEY CONTROL EY4332 ___________________________________________________________________ EY4332* NAD 83(1986)- 35 31 12.04589(N) 077 05 29.89255(W) ADJUSTED EY4332* NAVD 88 - 8.00 (+/-2cm) 26.2 (feet) VERTCON EY4332 ___________________________________________________________________ EY4332 LAPLACE CORR- -2.38 (seconds) DEFLEC99 EY4332 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4332 EY4332 HORZ ORDER - SECOND EY4332 VERT ORDER - THIRD ? (See Below) EY4332 EY4332.The North Carolina HARNS have been completed but, EY4332.due to contractual restrictions, coordinates for these stations EY4332.will NOT be published in the near future. In the interim, the EY4332.published coordinates in North Carolina will not be EY4332.consistent with the Continuously Operating Reference Stations EY4332.(CORS). The HARN coordinates for these stations are available EY4332.upon request. Contact Gary Thompson(919-733-3836). EY4332. EY4332.In addition, the published North Carolina positions EY4332.(NAD 83 (1986)) are NOT consistent with those determined in EY4332.adjacent state readjustments. The discontinuity between stations EY4332.located in North Carolina and those in adjacent states EY4332.which have been adjusted to the HARN may be as much as 5 EY4332.decimeters. This will result in a significant loss of accuracy EY4332.over lines crossing such state borders. EY4332 EY4332 EY4332.The horizontal coordinates were established by classical geodetic methods EY4332.and adjusted by the National Geodetic Survey in October 1990. EY4332 EY4332.The NAVD 88 height was computed by applying the VERTCON shift value to EY4332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4332.The vertical order pertains to the NGVD 29 superseded value. EY4332 EY4332.The Laplace correction was computed from DEFLEC99 derived deflections. EY4332 EY4332.The geoid height was determined by GEOID03. EY4332 EY4332; North East Units Scale Factor Converg. EY4332;SPC NC - 198,012.081 782,672.069 MT 0.99988351 +1 06 05.2 EY4332;SPC NC - 649,644.64 2,567,816.61 sFT 0.99988351 +1 06 05.2 EY4332;UTM 18 - 3,932,724.842 310,336.231 MT 1.00004331 -1 12 56.1 EY4332 EY4332! - Elev Factor x Scale Factor = Combined Factor EY4332!SPC NC - 1.00000449 x 0.99988351 = 0.99988800 EY4332!UTM 18 - 1.00000449 x 1.00004331 = 1.00004780 EY4332 EY4332 SUPERSEDED SURVEY CONTROL EY4332 EY4332 NGVD 29 (10/26/90) 8.33 (m) 27.3 (f) LEVELING 3 EY4332 EY4332.Superseded values are not recommended for survey control. EY4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4332.See file dsdata.txt to determine how the superseded data were derived. EY4332 EY4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1033632725(NAD 83) EY4332_MARKER: DE = TRAVERSE STATION DISK EY4332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4332_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4332_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4332+STABILITY: SURFACE MOTION EY4332 EY4332 HISTORY - Date Condition Report By EY4332 HISTORY - 1979 MONUMENTED NCGS EY4332 HISTORY - 19910331 GOOD USPSQD EY4332 EY4332 STATION DESCRIPTION EY4332 EY4332'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4332'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE NORTHEAST OF CHOCOWINITY EY4332'AND 2.8 MILES SOUTHWEST OF WASHINGTON. EY4332' EY4332'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 33 IN CHOCOWINITY EY4332'PROCEED NORTHEAST ALONG US 17 FOR 0.7 MILE TO STATION IN THE LEFT EY4332'SHOULDER AT THE SOUTH SIDE OF THE NORTH ENTRANCE TO TIDEWATER EY4332'EQUIPMENT COMPANY. EY4332' EY4332'STATION MARK IS A STANDARD DISK STAMPED---TIDEWATER 1979---SET IN TOP EY4332'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND EY4332'SURFACE. THE MARK IS 24.2 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND EY4332'LANES, 26.2 FEET SOUTH-SOUTHWEST OF SOUTH END OF CULVERT, 37.4 FEET EY4332'EAST-SOUTHEAST OF 30 INCH PECAN TREE AND 59.6 FEET SOUTH-SOUTHEAST OF EY4332'POWER POLE (601) WITH REFERENCE TAG. EY4332 EY4332 STATION RECOVERY (1991) EY4332 EY4332'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY4332'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5918 *********************************************************************** AE5918 DESIGNATION - TIMBER AE5918 PID - AE5918 AE5918 STATE/COUNTY- NC/BEAUFORT AE5918 USGS QUAD - BATH (1993) AE5918 AE5918 *CURRENT SURVEY CONTROL AE5918 ___________________________________________________________________ AE5918* NAD 83(1986)- 35 22 31.78481(N) 076 45 42.35913(W) ADJUSTED AE5918* NAVD 88 - 2.100 (meters) 6.89 (feet) ADJUSTED AE5918 ___________________________________________________________________ AE5918 LAPLACE CORR- -1.06 (seconds) DEFLEC99 AE5918 GEOID HEIGHT- -37.20 (meters) GEOID03 AE5918 DYNAMIC HT - 2.099 (meters) 6.89 (feet) COMP AE5918 MODELED GRAV- 979,748.9 (mgal) NAVD 88 AE5918 AE5918 HORZ ORDER - SECOND AE5918 VERT ORDER - SECOND CLASS II AE5918 AE5918.The North Carolina HARNS have been completed but, AE5918.due to contractual restrictions, coordinates for these stations AE5918.will NOT be published in the near future. In the interim, the AE5918.published coordinates in North Carolina will not be AE5918.consistent with the Continuously Operating Reference Stations AE5918.(CORS). The HARN coordinates for these stations are available AE5918.upon request. Contact Gary Thompson(919-733-3836). AE5918. AE5918.In addition, the published North Carolina positions AE5918.(NAD 83 (1986)) are NOT consistent with those determined in AE5918.adjacent state readjustments. The discontinuity between stations AE5918.located in North Carolina and those in adjacent states AE5918.which have been adjusted to the HARN may be as much as 5 AE5918.decimeters. This will result in a significant loss of accuracy AE5918.over lines crossing such state borders. AE5918 AE5918 AE5918.The horizontal coordinates were established by classical geodetic methods AE5918.and adjusted by the National Geodetic Survey in April 1998. AE5918 AE5918.The orthometric height was determined by differential leveling AE5918.and adjusted by the National Geodetic Survey in June 1998. AE5918 AE5918.The Laplace correction was computed from DEFLEC99 derived deflections. AE5918 AE5918.The geoid height was determined by GEOID03. AE5918 AE5918.The dynamic height is computed by dividing the NAVD 88 AE5918.geopotential number by the normal gravity value computed on the AE5918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5918.degrees latitude (g = 980.6199 gals.). AE5918 AE5918.The modeled gravity was interpolated from observed gravity values. AE5918 AE5918; North East Units Scale Factor Converg. AE5918;SPC NC - 182,608.922 812,945.001 MT 0.99987491 +1 17 30.6 AE5918;SPC NC - 599,109.44 2,667,137.06 sFT 0.99987491 +1 17 30.6 AE5918;UTM 18 - 3,916,110.094 339,965.377 MT 0.99991563 -1 01 12.6 AE5918 AE5918! - Elev Factor x Scale Factor = Combined Factor AE5918!SPC NC - 1.00000551 x 0.99987491 = 0.99988042 AE5918!UTM 18 - 1.00000551 x 0.99991563 = 0.99992114 AE5918 AE5918 SUPERSEDED SURVEY CONTROL AE5918 AE5918 NGVD 29 (04/29/98) 2.45 (m) 8.0 (f) LEVELING 3 AE5918 AE5918.Superseded values are not recommended for survey control. AE5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5918.See file dsdata.txt to determine how the superseded data were derived. AE5918 AE5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3996516110(NAD 83) AE5918_MARKER: DH = HORIZONTAL CONTROL DISK AE5918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5918_STAMPING: TIMBER 1983 AE5918_MARK LOGO: NCGS AE5918_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE5918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5918+STABILITY: SURFACE MOTION AE5918 AE5918 HISTORY - Date Condition Report By AE5918 HISTORY - 1983 MONUMENTED NCGS AE5918 AE5918 STATION DESCRIPTION AE5918 AE5918'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5918'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH-NORTHEAST OF AURORA, AE5918'AND 11.6 KM (7.20 MI) EAST-NORTHEAST OF EDWARD. ALONG NC 306 FOR 1.2 AE5918'KM (0.75 MI) SOUTHWEST FROM THE FERRY LOADING DOCK ENTRANCE, OR 1.2 KM AE5918'(0.75 MI) NORTH OF THE NORFOLK AND SOUTHERN RAILROAD CROSSING. MARK IS AE5918'RECESSED 2 INCHES BELOW GROUND. LOCATED 5.13 M (16.83 FT) NORTH OF THE AE5918'CENTERLINE OF THE HIGHWAY--AND 19.9 M (65.3 FT) NORTH-NORTHEAST OF A AE5918'6-INCH GUM, 53.94 M (176.97 FT) WEST OF A POWER POLE, 61.0 M (200.1 AE5918'FT) EAST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1505 *********************************************************************** EY1505 DESIGNATION - TIQUE EY1505 PID - EY1505 EY1505 STATE/COUNTY- NC/BEAUFORT EY1505 USGS QUAD - WILMAR (1983) EY1505 EY1505 *CURRENT SURVEY CONTROL EY1505 ___________________________________________________________________ EY1505* NAD 83(1986)- 35 25 53.76055(N) 077 07 38.05462(W) ADJUSTED EY1505* NAVD 88 - 18.944 (meters) 62.15 (feet) ADJUSTED EY1505 ___________________________________________________________________ EY1505 LAPLACE CORR- -2.15 (seconds) DEFLEC99 EY1505 GEOID HEIGHT- -36.66 (meters) GEOID03 EY1505 DYNAMIC HT - 18.927 (meters) 62.10 (feet) COMP EY1505 MODELED GRAV- 979,750.2 (mgal) NAVD 88 EY1505 EY1505 HORZ ORDER - SECOND EY1505 VERT ORDER - FIRST CLASS II EY1505 EY1505.The North Carolina HARNS have been completed but, EY1505.due to contractual restrictions, coordinates for these stations EY1505.will NOT be published in the near future. In the interim, the EY1505.published coordinates in North Carolina will not be EY1505.consistent with the Continuously Operating Reference Stations EY1505.(CORS). The HARN coordinates for these stations are available EY1505.upon request. Contact Gary Thompson(919-733-3836). EY1505. EY1505.In addition, the published North Carolina positions EY1505.(NAD 83 (1986)) are NOT consistent with those determined in EY1505.adjacent state readjustments. The discontinuity between stations EY1505.located in North Carolina and those in adjacent states EY1505.which have been adjusted to the HARN may be as much as 5 EY1505.decimeters. This will result in a significant loss of accuracy EY1505.over lines crossing such state borders. EY1505 EY1505 EY1505.The horizontal coordinates were established by classical geodetic methods EY1505.and adjusted by the National Geodetic Survey in October 1990. EY1505 EY1505.The orthometric height was determined by differential leveling EY1505.and adjusted by the National Geodetic Survey in June 1991. EY1505 EY1505.The Laplace correction was computed from DEFLEC99 derived deflections. EY1505 EY1505.The geoid height was determined by GEOID03. EY1505 EY1505.The dynamic height is computed by dividing the NAVD 88 EY1505.geopotential number by the normal gravity value computed on the EY1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1505.degrees latitude (g = 980.6199 gals.). EY1505 EY1505.The modeled gravity was interpolated from observed gravity values. EY1505 EY1505; North East Units Scale Factor Converg. EY1505;SPC NC - 188,144.195 779,628.836 MT 0.99987750 +1 04 51.3 EY1505;SPC NC - 617,269.75 2,557,832.27 sFT 0.99987750 +1 04 51.3 EY1505;UTM 18 - 3,922,986.317 306,896.164 MT 1.00005955 -1 14 01.0 EY1505 EY1505! - Elev Factor x Scale Factor = Combined Factor EY1505!SPC NC - 1.00000278 x 0.99987750 = 0.99988028 EY1505!UTM 18 - 1.00000278 x 1.00005955 = 1.00006233 EY1505 EY1505 SUPERSEDED SURVEY CONTROL EY1505 EY1505 NGVD 29 (10/26/90) 19.28 (m) 63.3 (f) LEVELING 3 EY1505 EY1505.Superseded values are not recommended for survey control. EY1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1505.See file dsdata.txt to determine how the superseded data were derived. EY1505 EY1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0689622986(NAD 83) EY1505_MARKER: DH = HORIZONTAL CONTROL DISK EY1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY1505_SP_SET: CONCRETE POST EY1505_STAMPING: TIQUE 1979 EY1505_MARK LOGO: NCGS EY1505_PROJECTION: RECESSED 8 CENTIMETERS EY1505_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY1505+STABILITY: SURFACE MOTION EY1505 EY1505 HISTORY - Date Condition Report By EY1505 HISTORY - 1979 MONUMENTED NCGS EY1505 HISTORY - 1979 GOOD NCGS EY1505 HISTORY - 19870829 GOOD USPSQD EY1505 HISTORY - 19960730 GOOD NCGS EY1505 EY1505 STATION DESCRIPTION EY1505 EY1505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY1505'THE STATION IS LOCATED ALONG US 17 APPROXIMATELY 2.6 MILES NORTHEAST EY1505'OF WILMAR AND 5.7 MILES SOUTH-SOUTHWEST OF CHOCOWINITY. EY1505' EY1505'TO REACH STATION FROM THE CRAVEN-BEAUFORT COUNTY LINE AT WILMAR, EY1505'PROCEED NORTHERLY ALONG US 17 FOR 2.6 MILES TO STATION IN THE RIGHT EY1505'SHOULDER AT THE NORTHWEST CORNER OF THE YARD OF AN ABANDONED STORE EY1505'AND 0.1 MILE NORTH OF NC 102. EY1505' EY1505'STATION MARK IS A STANDARD DISK STAMPED---TIQUE 1979---SET IN TOP OF EY1505'A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND SURFACE. EY1505'THE MARK IS 19.8 FEET EAST-SOUTHEAST OF CENTERLINE OF US 17, 20.6 EY1505'FEET WEST-SOUTHWEST OF 15 INCH MAPLE WITH REFERENCE TAG, 27.8 FEET EY1505'NORTHWEST OF 12 INCH MAPLE WITH REFERENCE TAG, 53.4 FEET EAST OF POWER EY1505'POLE 455 WITH REFERENCE TAG AND 92.0 FEET NORTH-NORTHWEST OF NORTHWEST EY1505'CORNER OF BLOCK PUMP HOUSE. EY1505 EY1505 STATION RECOVERY (1979) EY1505 EY1505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EY1505'5.8 MI SSW FROM CHOCOWINITY. EY1505'5.9 MILES SOUTH ALONG U.S. 17 FROM INTERSECTION WITH N.C. 33 IN EY1505'CHOCOWINITY, IN EAST SHOULDER OF HIGHWAY, AND 0.1 MILE NORTH OF EY1505'JUNCTION WITH N.C. 102, 19.8 FEET EAST OF CENTERLINE OF U.S. 17, EY1505'20.6 FEET WEST-SOUTHWEST OF 15 INCH MAPLE WITH REFERENCE TAG, EY1505'27.8 FEET NORTHWEST OF 12 INCH MAPLE WITH REFERENCE TAG, 53.4 FEET EY1505'EAST OF POWER POLE 455 WITH REFERENCE TAG AND 92.0 FEET NORTH- EY1505'NORTHWEST OF NORTHWEST CORNER OF BLOCK PUMP HOUSE. EY1505'THE MARK IS 0.5 FT BELOW HIGHWAY. EY1505 EY1505 STATION RECOVERY (1987) EY1505 EY1505'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY1505'RECOVERED IN GOOD CONDITION. EY1505 EY1505 STATION RECOVERY (1996) EY1505 EY1505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL) EY1505'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4092 *********************************************************************** EY4092 DESIGNATION - TOLL EY4092 PID - EY4092 EY4092 STATE/COUNTY- NC/BEAUFORT EY4092 USGS QUAD - PANTEGO (1974) EY4092 EY4092 *CURRENT SURVEY CONTROL EY4092 ___________________________________________________________________ EY4092* NAD 83(1986)- 35 32 16.36303(N) 076 42 43.80388(W) ADJUSTED EY4092* NAVD 88 - 3.260 (meters) 10.70 (feet) ADJUSTED EY4092 ___________________________________________________________________ EY4092 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY4092 GEOID HEIGHT- -37.05 (meters) GEOID03 EY4092 DYNAMIC HT - 3.257 (meters) 10.69 (feet) COMP EY4092 MODELED GRAV- 979,768.4 (mgal) NAVD 88 EY4092 EY4092 HORZ ORDER - SECOND EY4092 VERT ORDER - SECOND CLASS II EY4092 EY4092.The North Carolina HARNS have been completed but, EY4092.due to contractual restrictions, coordinates for these stations EY4092.will NOT be published in the near future. In the interim, the EY4092.published coordinates in North Carolina will not be EY4092.consistent with the Continuously Operating Reference Stations EY4092.(CORS). The HARN coordinates for these stations are available EY4092.upon request. Contact Gary Thompson(919-733-3836). EY4092. EY4092.In addition, the published North Carolina positions EY4092.(NAD 83 (1986)) are NOT consistent with those determined in EY4092.adjacent state readjustments. The discontinuity between stations EY4092.located in North Carolina and those in adjacent states EY4092.which have been adjusted to the HARN may be as much as 5 EY4092.decimeters. This will result in a significant loss of accuracy EY4092.over lines crossing such state borders. EY4092 EY4092 EY4092.The horizontal coordinates were established by classical geodetic methods EY4092.and adjusted by the National Geodetic Survey in July 1998. EY4092 EY4092.The orthometric height was determined by differential leveling EY4092.and adjusted by the National Geodetic Survey in June 1991. EY4092 EY4092.The Laplace correction was computed from DEFLEC99 derived deflections. EY4092 EY4092.The geoid height was determined by GEOID03. EY4092 EY4092.The dynamic height is computed by dividing the NAVD 88 EY4092.geopotential number by the normal gravity value computed on the EY4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4092.degrees latitude (g = 980.6199 gals.). EY4092 EY4092.The modeled gravity was interpolated from observed gravity values. EY4092 EY4092; North East Units Scale Factor Converg. EY4092;SPC NC - 200,720.894 817,035.134 MT 0.99988502 +1 19 13.7 EY4092;SPC NC - 658,531.80 2,680,556.10 sFT 0.99988502 +1 19 13.7 EY4092;UTM 18 - 3,934,042.641 344,783.575 MT 0.99989689 -0 59 43.4 EY4092 EY4092! - Elev Factor x Scale Factor = Combined Factor EY4092!SPC NC - 1.00000530 x 0.99988502 = 0.99989032 EY4092!UTM 18 - 1.00000530 x 0.99989689 = 0.99990219 EY4092 EY4092 SUPERSEDED SURVEY CONTROL EY4092 EY4092 NAVD 88 (07/14/98) 3.26 (m) 10.7 (f) LEVELING 3 EY4092 EY4092.Superseded values are not recommended for survey control. EY4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4092.See file dsdata.txt to determine how the superseded data were derived. EY4092 EY4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4478434043(NAD 83) EY4092_MARKER: DE = TRAVERSE STATION DISK EY4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4092_SP_SET: CONCRETE POST EY4092_STAMPING: TOLL 1982 EY4092_MARK LOGO: NCGS EY4092_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4092+STABILITY: SURFACE MOTION EY4092 EY4092 HISTORY - Date Condition Report By EY4092 HISTORY - 1982 MONUMENTED NCGS EY4092 HISTORY - 19840601 GOOD NCGS EY4092 EY4092 STATION DESCRIPTION EY4092 EY4092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4092'7.2 KM (4.5 MI) SW FROM PANTEGO. EY4092'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF PANTEGO AND EY4092'30.8 KM (19.1 MI) EAST OF WASHINGTON. ALONG US 264 FOR 2.8 KM (1.75 EY4092'MI) EAST FROM YEATESVILLE, OR 0.5 KM (0.3 MI) WEST FROM SR 1714, ON EY4092'THE PROLONGATION OF A WOODS PATH. THE STATION IS A STANDARD NCGS EY4092'DISK STAMPED---TOLL 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4092'MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 5.9 EY4092'METERS (19.5 FT) SOUTHEAST OF THE CENTERLINE OF US 264, 24.3 METERS EY4092'(79.6 FT) SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 36.0 EY4092'METERS (118.0 FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT--AND EY4092'16.0 METERS (52.5 FT) NORTHEAST OF A POWER POLE, 43.3 METERS (142.2 EY4092'FT) WEST OF A PEDESTAL POLE--BOTH WITH REFERENCE TAGS. EY4092 EY4092 STATION RECOVERY (1984) EY4092 EY4092'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4092'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHWEST OF PANTEGO AND EY4092'30.8 KM (19.15 MI) EAST OF WASHINGTON. ALONG US 264 FOR 2.8 KM (1.75 EY4092'MI) EAST FROM YEATESVILLE, OR 0.5 KM (0.30 MI) WEST FROM SR 1714, ON EY4092'THE PROLONGATION OF A WOODS PATH. MARK IS RECESSED 4 INCHES BELOW EY4092'GROUND. LOCATED 5.9 M (19.4 FT) SOUTHEAST OF THE CENTERLINE OF US 264, EY4092'24.3 M (79.7 FT) SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 36.0 EY4092'M (118.1 FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT--AND 16.0 M EY4092'(52.5 FT) NORTHEAST OF A POWER POLE, 43.3 M (142.1 FT) WEST OF A EY4092'PEDESTAL POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4075 *********************************************************************** EY4075 DESIGNATION - TONY EY4075 PID - EY4075 EY4075 STATE/COUNTY- NC/BEAUFORT EY4075 USGS QUAD - PANTEGO (1974) EY4075 EY4075 *CURRENT SURVEY CONTROL EY4075 ___________________________________________________________________ EY4075* NAD 83(1986)- 35 33 10.97645(N) 076 38 18.09750(W) ADJUSTED EY4075* NAVD 88 - 1.335 (meters) 4.38 (feet) ADJUSTED EY4075 ___________________________________________________________________ EY4075 LAPLACE CORR- -2.41 (seconds) DEFLEC99 EY4075 GEOID HEIGHT- -37.13 (meters) GEOID03 EY4075 DYNAMIC HT - 1.333 (meters) 4.37 (feet) COMP EY4075 MODELED GRAV- 979,776.0 (mgal) NAVD 88 EY4075 EY4075 HORZ ORDER - SECOND EY4075 VERT ORDER - SECOND CLASS II EY4075 EY4075.The North Carolina HARNS have been completed but, EY4075.due to contractual restrictions, coordinates for these stations EY4075.will NOT be published in the near future. In the interim, the EY4075.published coordinates in North Carolina will not be EY4075.consistent with the Continuously Operating Reference Stations EY4075.(CORS). The HARN coordinates for these stations are available EY4075.upon request. Contact Gary Thompson(919-733-3836). EY4075. EY4075.In addition, the published North Carolina positions EY4075.(NAD 83 (1986)) are NOT consistent with those determined in EY4075.adjacent state readjustments. The discontinuity between stations EY4075.located in North Carolina and those in adjacent states EY4075.which have been adjusted to the HARN may be as much as 5 EY4075.decimeters. This will result in a significant loss of accuracy EY4075.over lines crossing such state borders. EY4075 EY4075 EY4075.The horizontal coordinates were established by classical geodetic methods EY4075.and adjusted by the National Geodetic Survey in July 1998. EY4075 EY4075.The orthometric height was determined by differential leveling EY4075.and adjusted by the National Geodetic Survey in June 1991. EY4075 EY4075.The Laplace correction was computed from DEFLEC99 derived deflections. EY4075 EY4075.The geoid height was determined by GEOID03. EY4075 EY4075.The dynamic height is computed by dividing the NAVD 88 EY4075.geopotential number by the normal gravity value computed on the EY4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4075.degrees latitude (g = 980.6199 gals.). EY4075 EY4075.The modeled gravity was interpolated from observed gravity values. EY4075 EY4075; North East Units Scale Factor Converg. EY4075;SPC NC - 202,560.104 823,685.844 MT 0.99988637 +1 21 47.0 EY4075;SPC NC - 664,565.94 2,702,375.97 sFT 0.99988637 +1 21 47.0 EY4075;UTM 18 - 3,935,611.601 351,503.163 MT 0.99987174 -0 57 10.1 EY4075 EY4075! - Elev Factor x Scale Factor = Combined Factor EY4075!SPC NC - 1.00000562 x 0.99988637 = 0.99989199 EY4075!UTM 18 - 1.00000562 x 0.99987174 = 0.99987736 EY4075 EY4075 SUPERSEDED SURVEY CONTROL EY4075 EY4075 NAVD 88 (07/14/98) 1.34 (m) 4.4 (f) LEVELING 3 EY4075 EY4075.Superseded values are not recommended for survey control. EY4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4075.See file dsdata.txt to determine how the superseded data were derived. EY4075 EY4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5150335612(NAD 83) EY4075_MARKER: DE = TRAVERSE STATION DISK EY4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4075_SP_SET: CONCRETE POST EY4075_STAMPING: TONY 1982 EY4075_MARK LOGO: NCGS EY4075_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4075+STABILITY: SURFACE MOTION EY4075 EY4075 HISTORY - Date Condition Report By EY4075 HISTORY - 1982 MONUMENTED NCGS EY4075 HISTORY - 19840601 GOOD NCGS EY4075 EY4075 STATION DESCRIPTION EY4075 EY4075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4075'1.9 KM (1.2 MI) NW FROM BELHAVEN. EY4075'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) NORTHWEST OF BELHAVEN. EY4075'ALONG US 264 FOR 0.9 KM (0.55 MI) NORTH FROM THE INTERSECTION WITH NC EY4075'92, ON THE WEST SIDE OF THE HIGHWAY, ON THE NORTH EDGE OF THE EY4075'DRIVEWAY TO TONYS AUTO REPAIR. THE STATION IS A STANDARD NCGS DISK EY4075'STAMPED---TONY 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EY4075'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 10.0 METERS EY4075'(33.0 FT) SOUTHWEST OF THE CENTERLINE OF US 264, 2.0 METERS (6.4 FT) EY4075'SOUTHEAST OF THE NORTH END OF A DRIVEWAY CULVERT, 3.0 METERS (10.0 EY4075'FT) NORTHWEST OF A DRIVEWAY, 11.0 METERS (36.0 FT) NORTHEAST OF THE EY4075'EAST RAIL OF THE RAILROAD--AND 11.5 METERS (37.7 FT) SOUTHEAST OF A EY4075'TELEPHONE POLE (1095), 13.6 METERS (44.6 FT) NORTHWEST OF A POWER EY4075'POLE--BOTH WITH REFERENCE TAGS. EY4075 EY4075 STATION RECOVERY (1984) EY4075 EY4075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4075'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTHWEST OF BELHAVEN. ALONG EY4075'US 264 FOR 0.9 KM (0.55 MI) NORTH FROM NC 92, ON THE WEST SIDE OF THE EY4075'HIGHWAY, ON THE NORTH EDGE OF THE DRIVEWAY TO TONYS AUTO REPAIR. MARK EY4075'IS RECESSED 4 INCHES BELOW GROUND. LOCATED 10.0 M (32.8 FT) SOUTHWEST EY4075'OF THE CENTERLINE OF US 264, 2.0 M (6.6 FT) SOUTHEAST OF THE NORTH END EY4075'OF A DRIVEWAY CULVERT, 3.0 M (9.8 FT) NORTHWEST OF A DRIVEWAY, 11.0 M EY4075'(36.1 FT) NORTHEAST OF THE EAST RAIL OF THE RAILROAD--AND 11.5 M (37.7 EY4075'FT) SOUTHEAST OF A TELEPHONE POLE (1095), 13.6 M (44.6 FT) NORTHWEST EY4075'OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3843 *********************************************************************** EY3843 DESIGNATION - TOOLEY EY3843 PID - EY3843 EY3843 STATE/COUNTY- NC/BEAUFORT EY3843 USGS QUAD - AURORA (1993) EY3843 EY3843 *CURRENT SURVEY CONTROL EY3843 ___________________________________________________________________ EY3843* NAD 83(1986)- 35 20 28.69275(N) 076 45 06.46934(W) ADJUSTED EY3843* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3843 ___________________________________________________________________ EY3843 LAPLACE CORR- -0.99 (seconds) DEFLEC99 EY3843 GEOID HEIGHT- -37.23 (meters) GEOID03 EY3843 EY3843 HORZ ORDER - THIRD EY3843 EY3843.The North Carolina HARNS have been completed but, EY3843.due to contractual restrictions, coordinates for these stations EY3843.will NOT be published in the near future. In the interim, the EY3843.published coordinates in North Carolina will not be EY3843.consistent with the Continuously Operating Reference Stations EY3843.(CORS). The HARN coordinates for these stations are available EY3843.upon request. Contact Gary Thompson(919-733-3836). EY3843. EY3843.In addition, the published North Carolina positions EY3843.(NAD 83 (1986)) are NOT consistent with those determined in EY3843.adjacent state readjustments. The discontinuity between stations EY3843.located in North Carolina and those in adjacent states EY3843.which have been adjusted to the HARN may be as much as 5 EY3843.decimeters. This will result in a significant loss of accuracy EY3843.over lines crossing such state borders. EY3843 EY3843 EY3843.The horizontal coordinates were established by classical geodetic methods EY3843.and adjusted by the National Geodetic Survey in July 1986. EY3843 EY3843.The orthometric height was scaled from a topographic map. EY3843 EY3843.The Laplace correction was computed from DEFLEC99 derived deflections. EY3843 EY3843.The geoid height was determined by GEOID03. EY3843 EY3843; North East Units Scale Factor Converg. EY3843;SPC NC - 178,837.307 813,936.462 MT 0.99987381 +1 17 51.3 EY3843;SPC NC - 586,735.40 2,670,389.88 sFT 0.99987381 +1 17 51.3 EY3843;UTM 18 - 3,912,301.407 340,803.942 MT 0.99991233 -1 00 48.7 EY3843 EY3843! - Elev Factor x Scale Factor = Combined Factor EY3843!SPC NC - 1.00000574 x 0.99987381 = 0.99987955 EY3843!UTM 18 - 1.00000574 x 0.99991233 = 0.99991807 EY3843 EY3843: Primary Azimuth Mark Grid Az EY3843:SPC NC - SYNDICATE 055 02 29.5 EY3843:UTM 18 - SYNDICATE 057 21 09.5 EY3843 EY3843|---------------------------------------------------------------------| EY3843| PID Reference Object Distance Geod. Az | EY3843| dddmmss.s | EY3843| EY3541 SYNDICATE APPROX. 0.9 KM 0562020.8 | EY3843| EY5563 TOOLEY RM 13.775 METERS 35703 | EY3843|---------------------------------------------------------------------| EY3843 EY3843 SUPERSEDED SURVEY CONTROL EY3843 EY3843 NAD 27 - 35 20 28.08800(N) 076 45 07.72800(W) AD( ) 3 EY3843 EY3843.Superseded values are not recommended for survey control. EY3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3843.See file dsdata.txt to determine how the superseded data were derived. EY3843 EY3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4080412301(NAD 83) EY3843_MARKER: DS = TRIANGULATION STATION DISK EY3843_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3843_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3843 EY3843 HISTORY - Date Condition Report By EY3843 HISTORY - 1935 MONUMENTED CGS EY3843 HISTORY - 1948 GOOD CGS EY3843 EY3843 STATION DESCRIPTION EY3843 EY3843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3843'THIS STATION IS ON THE N SIDE OF SOUTH CREEK APPROXIMATELY 4-1/2 EY3843'MILES FROM INDIAN SLUE BEACON AND APPROXIMATELY 1/4 MILE SW OF EY3843'TOOLEY CREEK. STATION IS ON FAST LAND, 4 FEET ABOVE WATER LEVEL, EY3843'7 METERS TO SHORE LINE IN SOUTHERLY DIRECTION, AND IS IN THE EY3843'MIDDLE OF A 40 METERS OUTWARD CURVE. CURVE IS FIRST ONE SW OF EY3843'TOOLEY CREEK. A SMALL POINT 5 METERS WIDE AND 8 METERS LONG EY3843'IS DIRECTLY IN FRONT OF STATION. EY3843' EY3843'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3843'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3843' EY3843'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3843'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3843' EY3843'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3843'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3843 EY3843 STATION RECOVERY (1948) EY3843 EY3843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3843'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCE EY3843'TO REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND TO EY3843'BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW EY3843'DESCRIPTION FOLLOWS. EY3843' EY3843'STATION IS ON THE N SIDE OF SOUTH CREEK, APPROXIMATELY 4-1/2 MILES EY3843'FROM INDIAN SLUE BEACON, AND APPROXIMATELY 1/4 MILE SW OF EY3843'TOOLEY CREEK. IT IS ON FAST LAND, 4 FEET ABOVE WATER LEVEL, EY3843'1 METER TO SHORELINE IN A S DIRECTION, AND IS IN THE MIDDLE OF A EY3843'40-METER CURVE (CURVE IS THE FIRST ONE SW OF TOOLEY CREEK). EY3843' EY3843'STATION MARK IS A BRONZE DISK SET IN A CONCRETE-FILLED 8-INCH TILE EY3843'PROJECTING 6 INCHES ABOVE GROUND. EY3843' EY3843'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A CONCRETE-FILLED EY3843'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. DISK IS STAMPED EY3843'TOOLEY 1935. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4109 *********************************************************************** EY4109 DESIGNATION - TOWER EY4109 PID - EY4109 EY4109 STATE/COUNTY- NC/BEAUFORT EY4109 USGS QUAD - PINETOWN (1974) EY4109 EY4109 *CURRENT SURVEY CONTROL EY4109 ___________________________________________________________________ EY4109* NAD 83(1986)- 35 31 29.76441(N) 076 51 44.58512(W) ADJUSTED EY4109* NAVD 88 - 7.660 (meters) 25.13 (feet) ADJUSTED EY4109 ___________________________________________________________________ EY4109 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EY4109 GEOID HEIGHT- -36.89 (meters) GEOID03 EY4109 DYNAMIC HT - 7.654 (meters) 25.11 (feet) COMP EY4109 MODELED GRAV- 979,761.5 (mgal) NAVD 88 EY4109 EY4109 HORZ ORDER - SECOND EY4109 VERT ORDER - SECOND CLASS II EY4109 EY4109.The North Carolina HARNS have been completed but, EY4109.due to contractual restrictions, coordinates for these stations EY4109.will NOT be published in the near future. In the interim, the EY4109.published coordinates in North Carolina will not be EY4109.consistent with the Continuously Operating Reference Stations EY4109.(CORS). The HARN coordinates for these stations are available EY4109.upon request. Contact Gary Thompson(919-733-3836). EY4109. EY4109.In addition, the published North Carolina positions EY4109.(NAD 83 (1986)) are NOT consistent with those determined in EY4109.adjacent state readjustments. The discontinuity between stations EY4109.located in North Carolina and those in adjacent states EY4109.which have been adjusted to the HARN may be as much as 5 EY4109.decimeters. This will result in a significant loss of accuracy EY4109.over lines crossing such state borders. EY4109 EY4109 EY4109.The horizontal coordinates were established by classical geodetic methods EY4109.and adjusted by the National Geodetic Survey in July 1998. EY4109 EY4109.The orthometric height was determined by differential leveling EY4109.and adjusted by the National Geodetic Survey in June 1991. EY4109 EY4109.The Laplace correction was computed from DEFLEC99 derived deflections. EY4109 EY4109.The geoid height was determined by GEOID03. EY4109 EY4109.The dynamic height is computed by dividing the NAVD 88 EY4109.geopotential number by the normal gravity value computed on the EY4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4109.degrees latitude (g = 980.6199 gals.). EY4109 EY4109.The modeled gravity was interpolated from observed gravity values. EY4109 EY4109; North East Units Scale Factor Converg. EY4109;SPC NC - 198,981.656 803,448.308 MT 0.99988392 +1 14 01.6 EY4109;SPC NC - 652,825.65 2,635,979.99 sFT 0.99988392 +1 14 01.6 EY4109;UTM 18 - 3,932,853.836 331,137.027 MT 0.99995140 -1 04 56.7 EY4109 EY4109! - Elev Factor x Scale Factor = Combined Factor EY4109!SPC NC - 1.00000459 x 0.99988392 = 0.99988851 EY4109!UTM 18 - 1.00000459 x 0.99995140 = 0.99995599 EY4109 EY4109 SUPERSEDED SURVEY CONTROL EY4109 EY4109 NAVD 88 (07/14/98) 7.66 (m) 25.1 (f) LEVELING 3 EY4109 EY4109.Superseded values are not recommended for survey control. EY4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4109.See file dsdata.txt to determine how the superseded data were derived. EY4109 EY4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3113732854(NAD 83) EY4109_MARKER: DE = TRAVERSE STATION DISK EY4109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4109_SP_SET: CONCRETE POST EY4109_STAMPING: TOWER 1982 EY4109_MARK LOGO: NCGS EY4109_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4109+STABILITY: SURFACE MOTION EY4109 EY4109 HISTORY - Date Condition Report By EY4109 HISTORY - 1982 MONUMENTED NCGS EY4109 HISTORY - 19840601 GOOD NCGS EY4109 EY4109 STATION DESCRIPTION EY4109 EY4109'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4109'17.7 KM (11.0 MI) EAST FROM WASHINGTON. EY4109'THE STATION IS LOCATED ABOUT 19.8 KM (12.3 MI) WEST-SOUTHWEST OF EY4109'PANTEGO AND 17.7 KM (11.0 MI) EAST OF WASHINGTON. ALONG US 264 FOR EY4109'4.4 KM (2.7 MI) EAST FROM THE INTERSECTION WITH NC 92, IN THE NORTH EY4109'SHOULDER, AND WEST-NORTHWEST OF EVERETTS LOOKOUT TOWER. THE STATION EY4109'IS A STANDARD NCGS DISK STAMPED---TOWER 1982---, SET INTO THE TOP OF EY4109'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW EY4109'GROUND. LOCATED 6.0 METERS (19.7 FT) NORTHEAST OF THE CENTERLINE OF EY4109'US 264, 13.7 METERS (45.0 FT) SOUTHEAST OF THE CENTERLINE OF A WOODS EY4109'PATH, 8.8 METERS (28.9 FT) SOUTH OF A RAILROAD IRON CABLE POST, 8.5 EY4109'METERS (28.0 FT) NORTHWEST OF A CONCRETE CULVERT--AND 23.6 METERS EY4109'(77.4 FT) SOUTHEAST OF A POWER POLE, 16.8 METERS (55.2 FT) SOUTHWEST EY4109'OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS. EY4109 EY4109 STATION RECOVERY (1984) EY4109 EY4109'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4109'STATION IS LOCATED ABOUT 19.8 KM (12.30 MI) WEST-SOUTHWEST OF PANTEGO EY4109'AND 17.7 KM (11.00 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.4 KM EY4109'(2.75 MI) EAST FROM NC 92, IN THE NORTH SHOULDER, AND WEST-NORTHWEST EY4109'OF EVERETTS LOOKOUT TOWER. MARK IS RECESSED 4 INCHES BELOW GROUND. EY4109'LOCATED 6.0 M (19.7 FT) NORTHEAST OF THE CENTERLINE OF US 264, 13.7 M EY4109'(44.9 FT) SOUTHEAST OF THE CENTERLINE OF A WOODS PATH, 8.8 M (28.9 FT) EY4109'SOUTH OF A RAILROAD IRON CABLE POST, 8.5 M (27.9 FT) NORTHWEST OF A EY4109'CONCRETE CULVERT--AND 23.6 M (77.4 FT) SOUTHEAST OF A POWER POLE, 16.8 EY4109'M (55.1 FT) SOUTHWEST OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3542 *********************************************************************** EY3542 DESIGNATION - TREES EY3542 PID - EY3542 EY3542 STATE/COUNTY- NC/BEAUFORT EY3542 USGS QUAD - SOUTH CREEK (1993) EY3542 EY3542 *CURRENT SURVEY CONTROL EY3542 ___________________________________________________________________ EY3542* NAD 83(1986)- 35 20 59.89156(N) 076 42 33.42063(W) ADJUSTED EY3542* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3542 ___________________________________________________________________ EY3542 LAPLACE CORR- -0.78 (seconds) DEFLEC99 EY3542 GEOID HEIGHT- -37.25 (meters) GEOID03 EY3542 EY3542 HORZ ORDER - THIRD EY3542 EY3542.The North Carolina HARNS have been completed but, EY3542.due to contractual restrictions, coordinates for these stations EY3542.will NOT be published in the near future. In the interim, the EY3542.published coordinates in North Carolina will not be EY3542.consistent with the Continuously Operating Reference Stations EY3542.(CORS). The HARN coordinates for these stations are available EY3542.upon request. Contact Gary Thompson(919-733-3836). EY3542. EY3542.In addition, the published North Carolina positions EY3542.(NAD 83 (1986)) are NOT consistent with those determined in EY3542.adjacent state readjustments. The discontinuity between stations EY3542.located in North Carolina and those in adjacent states EY3542.which have been adjusted to the HARN may be as much as 5 EY3542.decimeters. This will result in a significant loss of accuracy EY3542.over lines crossing such state borders. EY3542 EY3542 EY3542.The horizontal coordinates were established by classical geodetic methods EY3542.and adjusted by the National Geodetic Survey in July 1986. EY3542 EY3542.The orthometric height was scaled from a topographic map. EY3542 EY3542.The Laplace correction was computed from DEFLEC99 derived deflections. EY3542 EY3542.The geoid height was determined by GEOID03. EY3542 EY3542; North East Units Scale Factor Converg. EY3542;SPC NC - 179,886.769 817,777.581 MT 0.99987405 +1 19 19.7 EY3542;SPC NC - 590,178.51 2,682,991.95 sFT 0.99987405 +1 19 19.7 EY3542;UTM 18 - 3,913,195.142 344,684.378 MT 0.99989729 -0 59 20.9 EY3542 EY3542! - Elev Factor x Scale Factor = Combined Factor EY3542!SPC NC - 1.00000574 x 0.99987405 = 0.99987979 EY3542!UTM 18 - 1.00000574 x 0.99989729 = 0.99990303 EY3542 EY3542: Primary Azimuth Mark Grid Az EY3542:SPC NC - FORK 101 55 55.3 EY3542:UTM 18 - FORK 104 14 35.9 EY3542 EY3542|---------------------------------------------------------------------| EY3542| PID Reference Object Distance Geod. Az | EY3542| dddmmss.s | EY3542| EY3517 FORK APPROX. 0.9 KM 1031515.0 | EY3542| EY5567 TREES RM 14.020 METERS 20802 | EY3542|---------------------------------------------------------------------| EY3542 EY3542 SUPERSEDED SURVEY CONTROL EY3542 EY3542 NAD 27 - 35 20 59.29000(N) 076 42 34.67200(W) AD( ) 3 EY3542 EY3542.Superseded values are not recommended for survey control. EY3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3542.See file dsdata.txt to determine how the superseded data were derived. EY3542 EY3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4468413195(NAD 83) EY3542_MARKER: DS = TRIANGULATION STATION DISK EY3542_SETTING: 0 = UNSPECIFIED SETTING EY3542 EY3542 HISTORY - Date Condition Report By EY3542 HISTORY - 1935 MONUMENTED CGS EY3542 HISTORY - 1948 SEE DESCRIPTION CGS EY3542 EY3542 STATION DESCRIPTION EY3542 EY3542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3542'STATION IS ON THE S SIDE OF SOUTH CREEK ON A POINT OF LAND EY3542'WHICH IS THE FIRST PROMINENT POINT W OF FORK POINT, 2 MILES EY3542'FROM INDIAN SLUE BEACON. STATION IS LOCATED IN A PINE GROVE EY3542'ON A 6-FOOT KNOLL. FROM THE STATION SHORE LINE IS 6 METERS E, EY3542'20 METERS W AND 60 METERS N TO END OF POINT. EY3542' EY3542'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED EY3542'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3542' EY3542'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED 8- EY3542'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3542 EY3542 STATION RECOVERY (1948) EY3542 EY3542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3542'STATION WAS FOUND LYING IN THE WATER AT THE FOOT OF A 7-FOOT EY3542'BLUFF. THE REFERENCE MARK WAS NOT FOUND. A SEARCH WAS MADE EY3542'BY A TWO-MAN PARTY FOR ONE HOUR. LATER A 15-MINUTE SEARCH WAS MADE EY3542'BY A FOUR-MAN CONTOUR PARTY. IT IS RECOMMENDED THAT THE STATION EY3542'BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3936 *********************************************************************** EY3936 DESIGNATION - TRIPP EY3936 PID - EY3936 EY3936 STATE/COUNTY- NC/BEAUFORT EY3936 USGS QUAD - BLOUNTS BAY (1993) EY3936 EY3936 *CURRENT SURVEY CONTROL EY3936 ___________________________________________________________________ EY3936* NAD 83(1986)- 35 25 52.63440(N) 076 53 32.01810(W) ADJUSTED EY3936* NAVD 88 - 3. (meters) 10. (feet) SCALED EY3936 ___________________________________________________________________ EY3936 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EY3936 GEOID HEIGHT- -36.97 (meters) GEOID03 EY3936 EY3936 HORZ ORDER - THIRD EY3936 EY3936.The North Carolina HARNS have been completed but, EY3936.due to contractual restrictions, coordinates for these stations EY3936.will NOT be published in the near future. In the interim, the EY3936.published coordinates in North Carolina will not be EY3936.consistent with the Continuously Operating Reference Stations EY3936.(CORS). The HARN coordinates for these stations are available EY3936.upon request. Contact Gary Thompson(919-733-3836). EY3936. EY3936.In addition, the published North Carolina positions EY3936.(NAD 83 (1986)) are NOT consistent with those determined in EY3936.adjacent state readjustments. The discontinuity between stations EY3936.located in North Carolina and those in adjacent states EY3936.which have been adjusted to the HARN may be as much as 5 EY3936.decimeters. This will result in a significant loss of accuracy EY3936.over lines crossing such state borders. EY3936 EY3936 EY3936.The horizontal coordinates were established by classical geodetic methods EY3936.and adjusted by the National Geodetic Survey in July 1986. EY3936 EY3936.The orthometric height was scaled from a topographic map. EY3936 EY3936.The Laplace correction was computed from DEFLEC99 derived deflections. EY3936 EY3936.The geoid height was determined by GEOID03. EY3936 EY3936; North East Units Scale Factor Converg. EY3936;SPC NC - 188,537.273 800,963.053 MT 0.99987748 +1 12 59.6 EY3936;SPC NC - 618,559.37 2,627,826.28 sFT 0.99987748 +1 12 59.6 EY3936;UTM 18 - 3,922,517.568 328,231.695 MT 0.99996360 -1 05 50.1 EY3936 EY3936! - Elev Factor x Scale Factor = Combined Factor EY3936!SPC NC - 1.00000538 x 0.99987748 = 0.99988286 EY3936!UTM 18 - 1.00000538 x 0.99996360 = 0.99996898 EY3936 EY3936: Primary Azimuth Mark Grid Az EY3936:SPC NC - BLOUNT 301 13 35.9 EY3936:UTM 18 - BLOUNT 303 32 25.6 EY3936 EY3936|---------------------------------------------------------------------| EY3936| PID Reference Object Distance Geod. Az | EY3936| dddmmss.s | EY3936| EY5572 TRIPP RM 1 22.730 METERS 13741 | EY3936| EY5573 TRIPP RM 2 18.185 METERS 22743 | EY3936| EY3941 BLOUNT APPROX. 3.6 KM 3022635.5 | EY3936|---------------------------------------------------------------------| EY3936 EY3936 SUPERSEDED SURVEY CONTROL EY3936 EY3936 NAD 27 - 35 25 52.04300(N) 076 53 33.21900(W) AD( ) 3 EY3936 EY3936.Superseded values are not recommended for survey control. EY3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3936.See file dsdata.txt to determine how the superseded data were derived. EY3936 EY3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2823222518(NAD 83) EY3936_MARKER: DS = TRIANGULATION STATION DISK EY3936_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3936_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3936 EY3936 HISTORY - Date Condition Report By EY3936 HISTORY - 1933 MONUMENTED CGS EY3936 HISTORY - 1935 GOOD CGS EY3936 HISTORY - 1948 GOOD CGS EY3936 EY3936 STATION DESCRIPTION EY3936 EY3936'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3936'STATION IS LOCATED ON THE N SIDE OF THE PAMLICO RIVER, ABOUT EY3936'2 MILES E OF MAULS POINT, ON A STRAIGHT SECTION OF SHORE, EY3936'ABOUT HALF-WAY BETWEEN STATIONS FORT AND CORE, ABOUT 100 METERS EY3936'E OF A PROMINENT CLAY BLUFF AND 55 METERS NE OF A FRAME EY3936'DWELLING. IT IS ON SLOPING BEACH BELOW BLUFF, 10 METERS FROM EY3936'EDGE OF WATER, 7 METERS NW OF A BOATHOUSE NEAR FOOTPATH FROM EY3936'HOUSE TO BOATHOUSE, IN AREA OF LARGE PINES CLEAR OF EY3936'UNDERGROWTH. IT IS NEAR TRIANGULAR BLAZE IN 24-INCH PINE. EY3936' EY3936'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EY3936'CONCRETE. EY3936' EY3936'REFERENCE MARK NO.1 IS EASTERLY FROM THE STATION, NEAR A EY3936'TRIANGULAR BLAZE ON 24-INCH GUM. EY3936' EY3936'REFERENCE MARK NO.2 IS SIMILAR TO NO.1 AND IS S (INSHORE) FROM EY3936'THE STATION, ON TOP OF BLUFF, AT EDGE OF FIELD. EY3936' EY3936'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.5 METERS. EY3936 EY3936 STATION RECOVERY (1935) EY3936 EY3936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3936'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION EY3936'READS, ON THE N SHORE OF THE PAMLICO RIVER. THE STATION IS ON EY3936'THE S SHORE. THE REMAINDER OF THE DESCRIPTION IS GOOD. EY3936 EY3936 STATION RECOVERY (1948) EY3936 EY3936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3936'STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION. THE EY3936'DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL EY3936'TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY3936'INADEQUATE. A COMPLETE NEW DESCRIPTION FOLLOWS. EY3936' EY3936'STATION IS LOCATED ON THE S SHORE OF THE PAMLICO RIVER, ABOUT EY3936'2 MILES E OF MAUL POINT, ON A STRAIGHT SECTION OF SHORE, ABOUT EY3936'100 METERS E OF A PROMINENT BRUSH-COVERED BANK, AND 55 METERS EY3936'NE OF A FRAME DWELLING. IT IS ON A SLOPING BEACH BELOW BANK, EY3936'7.4 METERS FROM MEAN HIGH-WATER LINE, IN AREA OF LARGE PINES. EY3936' EY3936'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN TOP OF EY3936'TILE. EY3936' EY3936'REFERENCE MARK 1 IS E OF THE STATION, 2.3 METERS NW OF SQUARE EY3936'BLAZE ON 24-INCH GUM, 3.7 METERS SW OF SQUARE BLAZED 10-INCH EY3936'OAK, AND 4 METERS SE OF ANOTHER SQUARE BLAZED 10-INCH OAK. IT EY3936'IS A BRONZE REFERENCE DISK SET IN CONCRETE IN TOP OF TILE. EY3936' EY3936'REFERENCE MARK 2 IS E OF THE STATION, 5.5 METERS S OF SQUARE EY3936'BLAZE ON 10-INCH OAK, AND 4.7 METERS E OF SQUARE BLAZED ON EY3936'24-INCH OAK. IT IS A BRONZE REFERENCE DISK SET IN CONCRETE IN EY3936'TOP OF TILE. EY3936' EY3936'TO REACH STATION FROM CHOCOWINITY, GO SE ON STATE HIGHWAY 33 EY3936'TO COX CROSS ROADS. TURN NE (LEFT) ON DIRT ROAD AND GO 1.5 EY3936'MILES TO GERARD CHAPEL, CONTINUE STRAIGHT FOR 2.8 MILES TO EY3936'Y-ROAD INTERSECTION, TURN N (LEFT) FOR 1.1 MILES TO EY3936'Y-INTERSECTION OF FARM ROADS, TURN N (LEFT) FOR 0.6 MILE TO EY3936'TRIPP POINT AND PROCEED PAST FARMHOUSE DOWN ROAD TO RIVER. EY3936'STATION IS NEAR SHORE OF RIVER, UPSTREAM FROM ROAD AND A SMALL EY3936'DRAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3301 *********************************************************************** EY3301 DESIGNATION - TURN EY3301 PID - EY3301 EY3301 STATE/COUNTY- NC/BEAUFORT EY3301 USGS QUAD - PONZER (1983) EY3301 EY3301 *CURRENT SURVEY CONTROL EY3301 ___________________________________________________________________ EY3301* NAD 83(1986)- 35 32 23.12927(N) 076 29 03.40807(W) ADJUSTED EY3301* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3301 ___________________________________________________________________ EY3301 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EY3301 GEOID HEIGHT- -37.41 (meters) GEOID03 EY3301 EY3301 HORZ ORDER - THIRD EY3301 EY3301.The North Carolina HARNS have been completed but, EY3301.due to contractual restrictions, coordinates for these stations EY3301.will NOT be published in the near future. In the interim, the EY3301.published coordinates in North Carolina will not be EY3301.consistent with the Continuously Operating Reference Stations EY3301.(CORS). The HARN coordinates for these stations are available EY3301.upon request. Contact Gary Thompson(919-733-3836). EY3301. EY3301.In addition, the published North Carolina positions EY3301.(NAD 83 (1986)) are NOT consistent with those determined in EY3301.adjacent state readjustments. The discontinuity between stations EY3301.located in North Carolina and those in adjacent states EY3301.which have been adjusted to the HARN may be as much as 5 EY3301.decimeters. This will result in a significant loss of accuracy EY3301.over lines crossing such state borders. EY3301 EY3301 EY3301.The horizontal coordinates were established by classical geodetic methods EY3301.and adjusted by the National Geodetic Survey in July 1986. EY3301 EY3301.The orthometric height was scaled from a topographic map. EY3301 EY3301.The Laplace correction was computed from DEFLEC99 derived deflections. EY3301 EY3301.The geoid height was determined by GEOID03. EY3301 EY3301; North East Units Scale Factor Converg. EY3301;SPC NC - 201,429.239 837,687.825 MT 0.99988518 +1 27 07.2 EY3301;SPC NC - 660,855.76 2,748,314.14 sFT 0.99988518 +1 27 07.2 EY3301;UTM 18 - 3,933,916.045 365,447.486 MT 0.99982310 -0 51 46.4 EY3301 EY3301! - Elev Factor x Scale Factor = Combined Factor EY3301!SPC NC - 1.00000576 x 0.99988518 = 0.99989094 EY3301!UTM 18 - 1.00000576 x 0.99982310 = 0.99982886 EY3301 EY3301: Primary Azimuth Mark Grid Az EY3301:SPC NC - POINT 089 10 29.3 EY3301:UTM 18 - POINT 091 29 22.9 EY3301 EY3301|---------------------------------------------------------------------| EY3301| PID Reference Object Distance Geod. Az | EY3301| dddmmss.s | EY3301| EY3293 POINT APPROX. 1.5 KM 0903736.5 | EY3301| EY5576 TURN RM 27.380 METERS 28432 | EY3301|---------------------------------------------------------------------| EY3301 EY3301 SUPERSEDED SURVEY CONTROL EY3301 EY3301 NAD 27 - 35 32 22.52800(N) 076 29 04.67300(W) AD( ) 3 EY3301 EY3301.Superseded values are not recommended for survey control. EY3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3301.See file dsdata.txt to determine how the superseded data were derived. EY3301 EY3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6544733916(NAD 83) EY3301_MARKER: DS = TRIANGULATION STATION DISK EY3301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3301_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3301 EY3301 HISTORY - Date Condition Report By EY3301 HISTORY - 1914 MONUMENTED CGS EY3301 HISTORY - 1934 MARK NOT FOUND CGS EY3301 HISTORY - 1949 MARK NOT FOUND CGS EY3301 EY3301 STATION DESCRIPTION EY3301 EY3301'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3301'STATION IS ON THE W SIDE OF PUNGO RIVER, A LITTLE N OF WHERE EY3301'THE RIVER CHANGES ITS COURSE FROM SOUTHERLY TO A WESTERLY EY3301'DIRECTION, ON A SANDY POINT FACED WITH MARSH GRASS, S OF A ROAD EY3301'FROM LEECHVILLE WHICH LEADS TO A FARMHOUSE NEAR THE RIVER ABOVE EY3301'THE POINT, S OF THE FENCE PARALLEL WITH THE SHORE, ABOUT MIDWAY EY3301'BETWEEN A LARGE CEDAR GROWING CLOSE TO THE WATER AND SOME PINE EY3301'TREES A SHORT DISTANCE BACK FROM THE WATER. EY3301' EY3301'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS, SET IN EY3301'CONCRETE IN THE TOP OF TILE. EY3301' EY3301'THE REFERENCE MARK IS 27.38 METERS (89.8 FEET) FROM THE STATION EY3301'N 75 DEG 28 MIN W. THE CHIMNEY ON A NEARBY HOUSE IS EY3301'N 04 DEG 39 MIN E. EY3301 EY3301 STATION RECOVERY (1934) EY3301 EY3301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB) EY3301'UNABLE TO LOCATE STATION. PROBABLY DESTROYED BY EROSION OF EY3301'SHORE LINE. EY3301 EY3301 STATION RECOVERY (1949) EY3301 EY3301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3301'STATION WAS NOT RECOVERED. THE SHORELINE IN THE VICINITY OF THE EY3301'STATION HAS ERODED ABOUT 50 FEET. EY3301' EY3301'IT IS RECOMMENDED THE STATION BE CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3556 *********************************************************************** EY3556 DESIGNATION - TURN EY3556 PID - EY3556 EY3556 STATE/COUNTY- NC/BEAUFORT EY3556 USGS QUAD - RANSOMVILLE (1983) EY3556 EY3556 *CURRENT SURVEY CONTROL EY3556 ___________________________________________________________________ EY3556* NAD 83(1986)- 35 25 08.97478(N) 076 40 03.51215(W) ADJUSTED EY3556* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3556 ___________________________________________________________________ EY3556 LAPLACE CORR- -0.99 (seconds) DEFLEC99 EY3556 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3556 EY3556 HORZ ORDER - THIRD EY3556 EY3556.The North Carolina HARNS have been completed but, EY3556.due to contractual restrictions, coordinates for these stations EY3556.will NOT be published in the near future. In the interim, the EY3556.published coordinates in North Carolina will not be EY3556.consistent with the Continuously Operating Reference Stations EY3556.(CORS). The HARN coordinates for these stations are available EY3556.upon request. Contact Gary Thompson(919-733-3836). EY3556. EY3556.In addition, the published North Carolina positions EY3556.(NAD 83 (1986)) are NOT consistent with those determined in EY3556.adjacent state readjustments. The discontinuity between stations EY3556.located in North Carolina and those in adjacent states EY3556.which have been adjusted to the HARN may be as much as 5 EY3556.decimeters. This will result in a significant loss of accuracy EY3556.over lines crossing such state borders. EY3556 EY3556 EY3556.The horizontal coordinates were established by classical geodetic methods EY3556.and adjusted by the National Geodetic Survey in July 1986. EY3556 EY3556.The orthometric height was scaled from a topographic map. EY3556 EY3556.The Laplace correction was computed from DEFLEC99 derived deflections. EY3556 EY3556.The geoid height was determined by GEOID03. EY3556 EY3556; North East Units Scale Factor Converg. EY3556;SPC NC - 187,648.254 821,380.856 MT 0.99987684 +1 20 46.2 EY3556;SPC NC - 615,642.65 2,694,813.69 sFT 0.99987684 +1 20 46.2 EY3556;UTM 18 - 3,920,805.056 348,597.891 MT 0.99988249 -0 58 00.0 EY3556 EY3556! - Elev Factor x Scale Factor = Combined Factor EY3556!SPC NC - 1.00000589 x 0.99987684 = 0.99988273 EY3556!UTM 18 - 1.00000589 x 0.99988249 = 0.99988838 EY3556 EY3556: Primary Azimuth Mark Grid Az EY3556:SPC NC - MCGOWAN 023 59 30.8 EY3556:UTM 18 - MCGOWAN 026 18 17.0 EY3556 EY3556|---------------------------------------------------------------------| EY3556| PID Reference Object Distance Geod. Az | EY3556| dddmmss.s | EY3556| EY3554 MCGOWAN APPROX. 0.9 KM 0252017.0 | EY3556|---------------------------------------------------------------------| EY3556 EY3556 SUPERSEDED SURVEY CONTROL EY3556 EY3556 NAD 27 - 35 25 08.38000(N) 076 40 04.76000(W) AD( ) 3 EY3556 EY3556.Superseded values are not recommended for survey control. EY3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3556.See file dsdata.txt to determine how the superseded data were derived. EY3556 EY3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4859820805(NAD 83) EY3556_MARKER: DS = TRIANGULATION STATION DISK EY3556_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EY3556_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3556 EY3556 HISTORY - Date Condition Report By EY3556 HISTORY - 1935 MONUMENTED CGS EY3556 HISTORY - 1949 MARK NOT FOUND CGS EY3556 HISTORY - 19840101 MARK NOT FOUND NCGS EY3556 EY3556 STATION DESCRIPTION EY3556 EY3556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3556'A SUPPLEMENTARY STATION, LOCATED BY 3 POINT FIX ON THE ROUNDING EY3556'POINT ABOUT 600 YARDS ENE FROM COUSIN POINT, AT THE ENTRANCE EY3556'TO NORTH CREEK. STATION IS LOCATED ABOUT 2 METERS INSHORE EY3556'FROM HIGH-WATER LINE ON A SAND AND SHELL MOUND WHICH IS EY3556'SURROUNDED BY MARSH AT ABOUT THE MIDDLE OF THE ROUNDING POINT. EY3556' EY3556'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3556'TILE PLACED OVER A 4 BY 4 DRIVEN INTO THE GROUND. EY3556 EY3556 STATION RECOVERY (1949) EY3556 EY3556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3556'STATION WAS NOT RECOVERED. A THOROUGH SEARCH WAS MADE, BUT EY3556'THERE IS EVIDENCE OF CONSIDERABLE EROSION ALONG SHORELINE. IT EY3556'IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED. EY3556 EY3556 STATION RECOVERY (1984) EY3556 EY3556'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EY3556'ACCORDING TO THE AUTHORITIES AT TEXAS GULF, A NEW RAILROAD TRACK WAS EY3556'BUILT OVER THE STATION--IT IS CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3782 *********************************************************************** EY3782 DESIGNATION - TURN EY3782 PID - EY3782 EY3782 STATE/COUNTY- NC/BEAUFORT EY3782 USGS QUAD - BATH (1993) EY3782 EY3782 *CURRENT SURVEY CONTROL EY3782 ___________________________________________________________________ EY3782* NAD 83(1986)- 35 23 20.00834(N) 076 46 24.72829(W) ADJUSTED EY3782* NAVD 88 - 5. (meters) 16. (feet) VERTCON EY3782 ___________________________________________________________________ EY3782 LAPLACE CORR- -1.20 (seconds) DEFLEC99 EY3782 GEOID HEIGHT- -37.18 (meters) GEOID03 EY3782 EY3782 HORZ ORDER - SECOND EY3782 EY3782.The North Carolina HARNS have been completed but, EY3782.due to contractual restrictions, coordinates for these stations EY3782.will NOT be published in the near future. In the interim, the EY3782.published coordinates in North Carolina will not be EY3782.consistent with the Continuously Operating Reference Stations EY3782.(CORS). The HARN coordinates for these stations are available EY3782.upon request. Contact Gary Thompson(919-733-3836). EY3782. EY3782.In addition, the published North Carolina positions EY3782.(NAD 83 (1986)) are NOT consistent with those determined in EY3782.adjacent state readjustments. The discontinuity between stations EY3782.located in North Carolina and those in adjacent states EY3782.which have been adjusted to the HARN may be as much as 5 EY3782.decimeters. This will result in a significant loss of accuracy EY3782.over lines crossing such state borders. EY3782 EY3782 EY3782.The horizontal coordinates were established by classical geodetic methods EY3782.and adjusted by the National Geodetic Survey in July 1986. EY3782 EY3782.The NAVD 88 height was computed by applying the VERTCON shift value to EY3782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3782 EY3782.The Laplace correction was computed from DEFLEC99 derived deflections. EY3782 EY3782.The geoid height was determined by GEOID03. EY3782 EY3782; North East Units Scale Factor Converg. EY3782;SPC NC - 184,070.508 811,842.621 MT 0.99987544 +1 17 06.2 EY3782;SPC NC - 603,904.66 2,663,520.33 sFT 0.99987544 +1 17 06.2 EY3782;UTM 18 - 3,917,615.029 338,922.817 MT 0.99991975 -1 01 38.3 EY3782 EY3782! - Elev Factor x Scale Factor = Combined Factor EY3782!SPC NC - 1.00000510 x 0.99987544 = 0.99988054 EY3782!UTM 18 - 1.00000510 x 0.99991975 = 0.99992485 EY3782 EY3782|---------------------------------------------------------------------| EY3782| PID Reference Object Distance Geod. Az | EY3782| dddmmss.s | EY3782| EY3778 OFFICE 345.107 METERS 26608 | EY3782|---------------------------------------------------------------------| EY3782 EY3782 SUPERSEDED SURVEY CONTROL EY3782 EY3782 NAD 27 - 35 23 19.39921(N) 076 46 25.97353(W) AD( ) 2 EY3782 NGVD 29 (07/19/86) 5. (m) 16. (f) VERT ANG EY3782 EY3782.Superseded values are not recommended for survey control. EY3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3782.See file dsdata.txt to determine how the superseded data were derived. EY3782 EY3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3892317615(NAD 83) EY3782_MARKER: DE = TRAVERSE STATION DISK EY3782_SETTING: 0 = UNSPECIFIED SETTING EY3782_STAMPING: TURN 1969 EY3782_MARK LOGO: NCGS EY3782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY3782 EY3782 HISTORY - Date Condition Report By EY3782 HISTORY - 1969 MONUMENTED NCGS EY3782 EY3782 STATION DESCRIPTION EY3782 EY3782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EY3782'TURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EY3782'THE VICINITY OF AURORA, NORTH CAROLINA. EY3782' EY3782'TURN IS LOCATED APPROXIMATELY 5.5 MILES NNE OF AURORA. TO EY3782'REACH STATION PROCEED FROM THE GUARD GATE AT SOUTH END OF PLANT, EY3782'GO APPROXIMATELY 100 FEET TO CROSSROADS, TURN RIGHT AT CROSSROADS EY3782'AND GO EAST FOR 1.1 MILE ALONG WEST SIDE OF RAILROAD TRACKS TO U EY3782'TURN, CONTINUE AROUND U TURN TO EAST SIDE OF TRACKS TO STATION ON EY3782'THE EAST SIDE OF TRACKS, NEAR THE EAST SIDE OF THE PERIMETER EY3782'ROAD. EY3782' EY3782'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3782'TURN 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS FLUSH EY3782'WITH THE SURFACE OF THE GROUND. EY3782' EY3782'MARK IS EY3782' EY3782'40.9 FT W OF C/L OF PERIMETER ROAD EY3782' EY3782'46.9 FT E OF MOST EASTERLY TRACK EY3782' EY3782'54.6 FT SE OF END OF MOST EASTERLY TRACK EY3782' EY3782'128.8 FT SSW OF CONCRETE LAMP POST EY3782' EY3782'92.2 FT NW OF U TURN SIGN 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5901 *********************************************************************** AE5901 DESIGNATION - TUTEN AE5901 PID - AE5901 AE5901 STATE/COUNTY- NC/BEAUFORT AE5901 USGS QUAD - EDWARD (1983) AE5901 AE5901 *CURRENT SURVEY CONTROL AE5901 ___________________________________________________________________ AE5901* NAD 83(1986)- 35 22 24.81265(N) 076 58 07.67803(W) ADJUSTED AE5901* NAVD 88 - 10.082 (meters) 33.08 (feet) ADJUSTED AE5901 ___________________________________________________________________ AE5901 LAPLACE CORR- -2.31 (seconds) DEFLEC99 AE5901 GEOID HEIGHT- -36.91 (meters) GEOID03 AE5901 DYNAMIC HT - 10.073 (meters) 33.05 (feet) COMP AE5901 MODELED GRAV- 979,752.0 (mgal) NAVD 88 AE5901 AE5901 HORZ ORDER - SECOND AE5901 VERT ORDER - SECOND CLASS II AE5901 AE5901.The North Carolina HARNS have been completed but, AE5901.due to contractual restrictions, coordinates for these stations AE5901.will NOT be published in the near future. In the interim, the AE5901.published coordinates in North Carolina will not be AE5901.consistent with the Continuously Operating Reference Stations AE5901.(CORS). The HARN coordinates for these stations are available AE5901.upon request. Contact Gary Thompson(919-733-3836). AE5901. AE5901.In addition, the published North Carolina positions AE5901.(NAD 83 (1986)) are NOT consistent with those determined in AE5901.adjacent state readjustments. The discontinuity between stations AE5901.located in North Carolina and those in adjacent states AE5901.which have been adjusted to the HARN may be as much as 5 AE5901.decimeters. This will result in a significant loss of accuracy AE5901.over lines crossing such state borders. AE5901 AE5901 AE5901.The horizontal coordinates were established by classical geodetic methods AE5901.and adjusted by the National Geodetic Survey in April 1998. AE5901 AE5901.The orthometric height was determined by differential leveling AE5901.and adjusted by the National Geodetic Survey in June 1998. AE5901 AE5901.The Laplace correction was computed from DEFLEC99 derived deflections. AE5901 AE5901.The geoid height was determined by GEOID03. AE5901 AE5901.The dynamic height is computed by dividing the NAVD 88 AE5901.geopotential number by the normal gravity value computed on the AE5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5901.degrees latitude (g = 980.6199 gals.). AE5901 AE5901.The modeled gravity was interpolated from observed gravity values. AE5901 AE5901; North East Units Scale Factor Converg. AE5901;SPC NC - 181,989.647 794,143.181 MT 0.99987484 +1 10 20.5 AE5901;SPC NC - 597,077.70 2,605,451.42 sFT 0.99987484 +1 10 20.5 AE5901;UTM 18 - 3,916,249.885 321,152.389 MT 0.99999420 -1 08 24.2 AE5901 AE5901! - Elev Factor x Scale Factor = Combined Factor AE5901!SPC NC - 1.00000421 x 0.99987484 = 0.99987905 AE5901!UTM 18 - 1.00000421 x 0.99999420 = 0.99999841 AE5901 AE5901 SUPERSEDED SURVEY CONTROL AE5901 AE5901 NGVD 29 (04/29/98) 10.40 (m) 34.1 (f) LEVELING 3 AE5901 AE5901.Superseded values are not recommended for survey control. AE5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5901.See file dsdata.txt to determine how the superseded data were derived. AE5901 AE5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2115216250(NAD 83) AE5901_MARKER: DH = HORIZONTAL CONTROL DISK AE5901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5901_STAMPING: TUTEN 1983 AE5901_MARK LOGO: NCGS AE5901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5901+STABILITY: SURFACE MOTION AE5901 AE5901 HISTORY - Date Condition Report By AE5901 HISTORY - 1983 MONUMENTED NCGS AE5901 AE5901 STATION DESCRIPTION AE5901 AE5901'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5901'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST-NORTHWEST OF COXS AE5901'CROSSROADS. ALONG NC 33 FOR 1.6 KM (1.00 MI) NORTH OF THE BLOUNTS AE5901'CREEK POST OFFICE AT COXS CROSSROADS, OR 0.6 KM (0.35 MI) SOUTH OF SR AE5901'1106. MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 4.6 M (15.1 FT) AE5901'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.6 M (41.3 FT) AE5901'SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND 34.3 M (112.5 FT) AE5901'WEST OF A POWER POLE 246 WITH TRANSFORMER, 18.8 M (61.7 FT) NORTHWEST AE5901'OF AN 8-INCH PINE, 30.4 M (99.7 FT) SOUTHWEST OF AN 18-INCH OAK--ALL AE5901'THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3844 *********************************************************************** EY3844 DESIGNATION - TWIN EY3844 PID - EY3844 EY3844 STATE/COUNTY- NC/BEAUFORT EY3844 USGS QUAD - AURORA (1993) EY3844 EY3844 *CURRENT SURVEY CONTROL EY3844 ___________________________________________________________________ EY3844* NAD 83(1986)- 35 20 12.27400(N) 076 47 01.71326(W) ADJUSTED EY3844* NAVD 88 - 2.8 (meters) 9. (feet) VERTCON EY3844 ___________________________________________________________________ EY3844 LAPLACE CORR- -1.35 (seconds) DEFLEC99 EY3844 GEOID HEIGHT- -37.21 (meters) GEOID03 EY3844 EY3844 HORZ ORDER - SECOND EY3844 EY3844.The North Carolina HARNS have been completed but, EY3844.due to contractual restrictions, coordinates for these stations EY3844.will NOT be published in the near future. In the interim, the EY3844.published coordinates in North Carolina will not be EY3844.consistent with the Continuously Operating Reference Stations EY3844.(CORS). The HARN coordinates for these stations are available EY3844.upon request. Contact Gary Thompson(919-733-3836). EY3844. EY3844.In addition, the published North Carolina positions EY3844.(NAD 83 (1986)) are NOT consistent with those determined in EY3844.adjacent state readjustments. The discontinuity between stations EY3844.located in North Carolina and those in adjacent states EY3844.which have been adjusted to the HARN may be as much as 5 EY3844.decimeters. This will result in a significant loss of accuracy EY3844.over lines crossing such state borders. EY3844 EY3844 EY3844.The horizontal coordinates were established by classical geodetic methods EY3844.and adjusted by the National Geodetic Survey in April 1998. EY3844 EY3844.The NAVD 88 height was computed by applying the VERTCON shift value to EY3844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3844 EY3844.The Laplace correction was computed from DEFLEC99 derived deflections. EY3844 EY3844.The geoid height was determined by GEOID03. EY3844 EY3844; North East Units Scale Factor Converg. EY3844;SPC NC - 178,266.070 811,038.710 MT 0.99987369 +1 16 44.8 EY3844;SPC NC - 584,861.26 2,660,882.83 sFT 0.99987369 +1 16 44.8 EY3844;UTM 18 - 3,911,847.468 337,885.382 MT 0.99992389 -1 01 55.0 EY3844 EY3844! - Elev Factor x Scale Factor = Combined Factor EY3844!SPC NC - 1.00000541 x 0.99987369 = 0.99987909 EY3844!UTM 18 - 1.00000541 x 0.99992389 = 0.99992930 EY3844 EY3844: Primary Azimuth Mark Grid Az EY3844:SPC NC - NANCY 040 26 35.3 EY3844:UTM 18 - NANCY 042 45 15.1 EY3844 EY3844|---------------------------------------------------------------------| EY3844| PID Reference Object Distance Geod. Az | EY3844| dddmmss.s | EY3844| EY3827 NANCY APPROX. 0.6 KM 0414320.1 | EY3844|---------------------------------------------------------------------| EY3844 EY3844 SUPERSEDED SURVEY CONTROL EY3844 EY3844 NAD 83(1986)- 35 20 12.28093(N) 076 47 01.71035(W) AD( ) 2 EY3844 NAD 27 - 35 20 11.66095(N) 076 47 02.97244(W) AD( ) 2 EY3844 NGVD 29 (07/19/86) 3.1 (m) 10. (f) VERT ANG EY3844 EY3844.Superseded values are not recommended for survey control. EY3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3844.See file dsdata.txt to determine how the superseded data were derived. EY3844 EY3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3788511847(NAD 83) EY3844_MARKER: DE = TRAVERSE STATION DISK EY3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3844_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3844_STAMPING: TWIN 1983 EY3844_MARK LOGO: NCGS EY3844_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3844+STABILITY: SURFACE MOTION EY3844 EY3844 HISTORY - Date Condition Report By EY3844 HISTORY - 1966 MONUMENTED NCGS EY3844 HISTORY - 19830101 GOOD NCGS EY3844 EY3844 STATION DESCRIPTION EY3844 EY3844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3844'TWIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3844'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3844' EY3844'TWIN IS 2.3 MILES N OF AURORA. LOCATED 1.4 MILES NNE ALONG EY3844'SR 1942 FROM INTERSECTION OF SR 1940 AND SR 1942. 1.3 MILES EY3844'SSW OF SR 1945. 0.3 MILES SW OF SR 1944. AND ON TOP OF NW EY3844'DITCH BANK. EY3844' EY3844'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3844'TWIN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3844'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EY3844' EY3844'MARK IS EY3844' EY3844'24.0 FT NW OF C/L OF SR 1942 EY3844' EY3844'13.8 FT NW OF YELLOW ARROW PAINTED ON SR 1942 EY3844' EY3844'10.4 FT SE OF PP WITH ALUMINUM REF. TAG EY3844' EY3844'31.9 FT SE OF 10 IN POPLAR WITH ALUMINUM REF. TAG EY3844' EY3844'51.9 FT W OF 8 INCH PINE WITH ALUMINUM REF. TAG EY3844' EY3844'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3844 EY3844 STATION RECOVERY (1983) EY3844 EY3844'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3844'RECOVERED IN GOOD CONDITION. THIS PART OF SR 1942 HAS BEEN ABANDONED EY3844'AND IS NOW A DIRT ROAD. STATION IS LOCATED IN THE VICINITY OF THE EY3844'N.C. PHOSPHATE CORPORATION RECEIVING DEPARTMENT WAREHOUSE. DELETE THE EY3844'YELLOW ARROW, POWER POLE AND THE 8 INCH PINE REFERENCES. MARK IS EY3844'LOCATED 1.0 M (3.3 FT) WEST OF THE CENTERLINE INTERSECTION OF THE DIRT EY3844'ROAD WITH THE DRIVEWAY TO NCPC RECEIVING DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5786 *********************************************************************** EY5786 DESIGNATION - TYSON EY5786 PID - EY5786 EY5786 STATE/COUNTY- NC/BEAUFORT EY5786 USGS QUAD - OLD FORD (1979) EY5786 EY5786 *CURRENT SURVEY CONTROL EY5786 ___________________________________________________________________ EY5786* NAD 83(1986)- 35 40 46.47750(N) 077 04 48.66902(W) ADJUSTED EY5786* NAVD 88 - 10.79 (+/-2cm) 35.4 (feet) VERTCON EY5786 ___________________________________________________________________ EY5786 LAPLACE CORR- -3.42 (seconds) DEFLEC99 EY5786 GEOID HEIGHT- -36.30 (meters) GEOID03 EY5786 EY5786 HORZ ORDER - SECOND EY5786 VERT ORDER - THIRD ? (See Below) EY5786 EY5786.The North Carolina HARNS have been completed but, EY5786.due to contractual restrictions, coordinates for these stations EY5786.will NOT be published in the near future. In the interim, the EY5786.published coordinates in North Carolina will not be EY5786.consistent with the Continuously Operating Reference Stations EY5786.(CORS). The HARN coordinates for these stations are available EY5786.upon request. Contact Gary Thompson(919-733-3836). EY5786. EY5786.In addition, the published North Carolina positions EY5786.(NAD 83 (1986)) are NOT consistent with those determined in EY5786.adjacent state readjustments. The discontinuity between stations EY5786.located in North Carolina and those in adjacent states EY5786.which have been adjusted to the HARN may be as much as 5 EY5786.decimeters. This will result in a significant loss of accuracy EY5786.over lines crossing such state borders. EY5786 EY5786 EY5786.The horizontal coordinates were established by classical geodetic methods EY5786.and adjusted by the National Geodetic Survey in January 1991. EY5786 EY5786.The NAVD 88 height was computed by applying the VERTCON shift value to EY5786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5786.The vertical order pertains to the NGVD 29 superseded value. EY5786 EY5786.The Laplace correction was computed from DEFLEC99 derived deflections. EY5786 EY5786.The geoid height was determined by GEOID03. EY5786 EY5786; North East Units Scale Factor Converg. EY5786;SPC NC - 215,730.789 783,368.115 MT 0.99990039 +1 06 29.0 EY5786;SPC NC - 707,776.76 2,570,100.22 sFT 0.99990039 +1 06 29.0 EY5786;UTM 18 - 3,950,403.494 311,748.983 MT 1.00003671 -1 12 49.1 EY5786 EY5786! - Elev Factor x Scale Factor = Combined Factor EY5786!SPC NC - 1.00000400 x 0.99990039 = 0.99990439 EY5786!UTM 18 - 1.00000400 x 1.00003671 = 1.00004071 EY5786 EY5786 SUPERSEDED SURVEY CONTROL EY5786 EY5786 NGVD 29 (01/18/91) 11.12 (m) 36.5 (f) LEVELING 3 EY5786 EY5786.Superseded values are not recommended for survey control. EY5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5786.See file dsdata.txt to determine how the superseded data were derived. EY5786 EY5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1174950403(NAD 83) EY5786_MARKER: DE = TRAVERSE STATION DISK EY5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5786_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5786_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5786+STABILITY: SURFACE MOTION EY5786 EY5786 HISTORY - Date Condition Report By EY5786 HISTORY - 1980 MONUMENTED NCGS EY5786 EY5786 STATION DESCRIPTION EY5786 EY5786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5786'THE STATION IS LOCATED 0.8 MILE SOUTH OF WOOLARDS CROSSROAD, EY5786'AND APPROXIMATELY 9.4 MILES NORTH OF WASHINGTON. EY5786' EY5786'TO REACH THE STATION FROM THE BEAUFORT-MARTIN COUNTY LINE MARKER ON EY5786'US 17, PROCEED SOUTH ALONG US 17 FOR 1.35 MILES TO A STATION ON EY5786'THE RIGHT AT THE NORTH SIDE OF A GRAVELED DRIVEWAY TO A BRICK HOUSE EY5786'AND 0.1 MILE NORTH OF SR 1419. EY5786' EY5786'STATION MARK IS A STANDARD DISK STAMPED---TYSON 1980---, SET IN THE EY5786'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND EY5786'SURFACE. THE MARK IS 44.4 FEET WEST OF THE CENTERLINE OF US 17, EY5786'11.0 FEET WEST-NORTHWEST OF THE NORTH END OF A CULVERT, 24.2 FEET EY5786'NORTHWEST OF THE SOUTH END OF A CULVERT, 134.5 FEET NORTHEAST OF THE EY5786'SOUTHEAST CORNER OF A HOUSE AND 58.1 FEET SOUTHEAST OF A POWER POLE EY5786'WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0434 *********************************************************************** EY0434 DESIGNATION - U 164 EY0434 PID - EY0434 EY0434 STATE/COUNTY- NC/BEAUFORT EY0434 USGS QUAD - PANTEGO (1974) EY0434 EY0434 *CURRENT SURVEY CONTROL EY0434 ___________________________________________________________________ EY0434* NAD 83(1986)- 35 32 53.06791(N) 076 37 57.29610(W) ADJUSTED EY0434* NAVD 88 - 0.648 (meters) 2.13 (feet) ADJUSTED EY0434 ___________________________________________________________________ EY0434 LAPLACE CORR- -2.42 (seconds) DEFLEC99 EY0434 GEOID HEIGHT- -37.14 (meters) GEOID03 EY0434 DYNAMIC HT - 0.647 (meters) 2.12 (feet) COMP EY0434 MODELED GRAV- 979,776.0 (mgal) NAVD 88 EY0434 EY0434 HORZ ORDER - SECOND EY0434 VERT ORDER - SECOND CLASS 0 EY0434 EY0434.The North Carolina HARNS have been completed but, EY0434.due to contractual restrictions, coordinates for these stations EY0434.will NOT be published in the near future. In the interim, the EY0434.published coordinates in North Carolina will not be EY0434.consistent with the Continuously Operating Reference Stations EY0434.(CORS). The HARN coordinates for these stations are available EY0434.upon request. Contact Gary Thompson(919-733-3836). EY0434. EY0434.In addition, the published North Carolina positions EY0434.(NAD 83 (1986)) are NOT consistent with those determined in EY0434.adjacent state readjustments. The discontinuity between stations EY0434.located in North Carolina and those in adjacent states EY0434.which have been adjusted to the HARN may be as much as 5 EY0434.decimeters. This will result in a significant loss of accuracy EY0434.over lines crossing such state borders. EY0434 EY0434 EY0434.The horizontal coordinates were established by classical geodetic methods EY0434.and adjusted by the National Geodetic Survey in July 1998. EY0434 EY0434.The orthometric height was determined by differential leveling EY0434.and adjusted by the National Geodetic Survey in June 1991. EY0434.WARNING-Repeat measurements at this control monument indicate possible EY0434.vertical movement. EY0434 EY0434.The Laplace correction was computed from DEFLEC99 derived deflections. EY0434 EY0434.The geoid height was determined by GEOID03. EY0434 EY0434.The dynamic height is computed by dividing the NAVD 88 EY0434.geopotential number by the normal gravity value computed on the EY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0434.degrees latitude (g = 980.6199 gals.). EY0434 EY0434.The modeled gravity was interpolated from observed gravity values. EY0434 EY0434; North East Units Scale Factor Converg. EY0434;SPC NC - 202,020.865 824,222.700 MT 0.99988592 +1 21 59.1 EY0434;SPC NC - 662,796.79 2,704,137.31 sFT 0.99988592 +1 21 59.1 EY0434;UTM 18 - 3,935,051.118 352,017.784 MT 0.99986986 -0 56 57.6 EY0434 EY0434! - Elev Factor x Scale Factor = Combined Factor EY0434!SPC NC - 1.00000573 x 0.99988592 = 0.99989165 EY0434!UTM 18 - 1.00000573 x 0.99986986 = 0.99987559 EY0434 EY0434 SUPERSEDED SURVEY CONTROL EY0434 EY0434 NAVD 88 (07/14/98) 0.65 (m) 2.1 (f) LEVELING 3 EY0434 NGVD 29 (??/??/92) 1.038 (m) 3.41 (f) ADJ UNCH 2 0 EY0434 EY0434.Superseded values are not recommended for survey control. EY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0434.See file dsdata.txt to determine how the superseded data were derived. EY0434 EY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5201835051(NAD 83) EY0434_MARKER: DB = BENCH MARK DISK EY0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EY0434_SP_SET: HEADWALL EY0434_STAMPING: U 164 1963 EY0434_MARK LOGO: CGS EY0434_MAGNETIC: N = NO MAGNETIC MATERIAL EY0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0434+STABILITY: SURFACE MOTION EY0434 EY0434 HISTORY - Date Condition Report By EY0434 HISTORY - 1963 MONUMENTED CGS EY0434 HISTORY - 1982 GOOD NCGS EY0434 HISTORY - 19820101 GOOD NCGS EY0434 EY0434 STATION DESCRIPTION EY0434 EY0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EY0434'AT BELHAVEN. EY0434'AT BELHAVEN, NEAR THE JUNCTION OF U.S. HIGHWAY 264 AND STATE EY0434'HIGHWAY 92, SET ON THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A EY0434'3-FOOT BOX CULVERT UNDER THE U.S. HIGHWAY, 161 FEET NORTHWEST OF EY0434'THE CENTER LINE OF THE STATE HIGHWAY, 21 FEET SOUTHWEST OF THE EY0434'CENTER LINE OF THE U.S. HIGHWAY, 1.5 FEET NORTHWEST OF THE EY0434'SOUTHEAST END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY. EY0434 EY0434 STATION RECOVERY (1982) EY0434 EY0434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0434'RECOVERED IN GOOD CONDITION. EY0434 EY0434 STATION RECOVERY (1982) EY0434 EY0434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0434'RECOVERED AS DESCRIBED. MARK IS LOCATED 37.3 FT (11.4 M) EAST OF THE EY0434'EAST RAIL OF THE NORFOLK-SOUTHERN RAILROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0567 *********************************************************************** EY0567 DESIGNATION - U 221 EY0567 PID - EY0567 EY0567 STATE/COUNTY- NC/BEAUFORT EY0567 USGS QUAD - OLD FORD (1979) EY0567 EY0567 *CURRENT SURVEY CONTROL EY0567 ___________________________________________________________________ EY0567* NAD 83(1986)- 35 40 42.87426(N) 077 04 47.10608(W) ADJUSTED EY0567* NAVD 88 - 11.040 (meters) 36.22 (feet) POSTED EY0567 ___________________________________________________________________ EY0567 LAPLACE CORR- -3.42 (seconds) DEFLEC99 EY0567 GEOID HEIGHT- -36.30 (meters) GEOID03 EY0567 DYNAMIC HT - 11.030 (meters) 36.19 (feet) COMP EY0567 MODELED GRAV- 979,779.4 (mgal) NAVD 88 EY0567 EY0567 HORZ ORDER - SECOND EY0567 VERT ORDER - * POSTED, Code A , SEE BELOW EY0567 EY0567.The North Carolina HARNS have been completed but, EY0567.due to contractual restrictions, coordinates for these stations EY0567.will NOT be published in the near future. In the interim, the EY0567.published coordinates in North Carolina will not be EY0567.consistent with the Continuously Operating Reference Stations EY0567.(CORS). The HARN coordinates for these stations are available EY0567.upon request. Contact Gary Thompson(919-733-3836). EY0567. EY0567.In addition, the published North Carolina positions EY0567.(NAD 83 (1986)) are NOT consistent with those determined in EY0567.adjacent state readjustments. The discontinuity between stations EY0567.located in North Carolina and those in adjacent states EY0567.which have been adjusted to the HARN may be as much as 5 EY0567.decimeters. This will result in a significant loss of accuracy EY0567.over lines crossing such state borders. EY0567 EY0567 EY0567.The horizontal coordinates were established by classical geodetic methods EY0567.and adjusted by the National Geodetic Survey in January 1991. EY0567 EY0567.The orthometric height was determined by differential leveling EY0567.and adjusted by the National Geodetic Survey in 1992. EY0567.* This is a POSTED BENCH MARK height. Code A indicates a distribution EY0567.rate of 0.0 thru 1.0 mm/km. EY0567 EY0567.The Laplace correction was computed from DEFLEC99 derived deflections. EY0567 EY0567.The geoid height was determined by GEOID03. EY0567 EY0567.The dynamic height is computed by dividing the NAVD 88 EY0567.geopotential number by the normal gravity value computed on the EY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0567.degrees latitude (g = 980.6199 gals.). EY0567 EY0567.The modeled gravity was interpolated from observed gravity values. EY0567 EY0567; North East Units Scale Factor Converg. EY0567;SPC NC - 215,620.528 783,409.554 MT 0.99990026 +1 06 29.9 EY0567;SPC NC - 707,415.02 2,570,236.18 sFT 0.99990026 +1 06 29.9 EY0567;UTM 18 - 3,950,291.629 311,785.927 MT 1.00003654 -1 12 48.0 EY0567 EY0567! - Elev Factor x Scale Factor = Combined Factor EY0567!SPC NC - 1.00000396 x 0.99990026 = 0.99990422 EY0567!UTM 18 - 1.00000396 x 1.00003654 = 1.00004050 EY0567 EY0567 SUPERSEDED SURVEY CONTROL EY0567 EY0567 NGVD 29 (??/??/92) 11.372 (m) 37.31 (f) ADJ UNCH 2 0 EY0567 EY0567.Superseded values are not recommended for survey control. EY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0567.See file dsdata.txt to determine how the superseded data were derived. EY0567 EY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1178650292(NAD 83) EY0567_MARKER: DB = BENCH MARK DISK EY0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE EY0567_SP_SET: BRIDGE ABUTMENT EY0567_STAMPING: U 221 1941 EY0567_MARK LOGO: CGS EY0567_MAGNETIC: N = NO MAGNETIC MATERIAL EY0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY0567 EY0567 HISTORY - Date Condition Report By EY0567 HISTORY - 1941 MONUMENTED CGS EY0567 HISTORY - 1962 GOOD NGS EY0567 HISTORY - 1980 GOOD NCGS EY0567 HISTORY - 1980 GOOD NCGS EY0567 HISTORY - 19890729 GOOD USPSQD EY0567 HISTORY - 19990216 GOOD NCDOT EY0567 EY0567 STATION DESCRIPTION EY0567 EY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 EY0567'3.3 MI N FROM MINEOLA. EY0567'3.3 MILES NORTH ALONG U.S. HIGHWAY NO. 17 FROM THE INTERSECTION EY0567'OF U.S. HIGHWAY NO. 17 AND STATE HIGHWAY NO. 171, SET IN THE EY0567'NORTHWEST CORNER OF THE NORTHEAST ABUTMENT OF THE GUM SWAMP EY0567'BRIDGE, 19.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.1 EY0567'FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT. A STANDARD EY0567'DISK STAMPED U-221 1941. EY0567 EY0567 STATION RECOVERY (1962) EY0567 EY0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 EY0567'RECOVERED IN GOOD CONDITION. EY0567 EY0567 STATION RECOVERY (1980) EY0567 EY0567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY0567'STATION IS LOCATED 0.8 MILE SOUTH OF WOOLARDS CROSSROADS APPROXIMATELY EY0567'9.3 MILES NORTH OF WASHINGTON. TO REACH STATION FROM THE BEAUFORT AND EY0567'MARTIN COUNTY LINE ON US 17 PROCEED SOUTHERLY ALONG US 17 FOR 1.4 EY0567'MILES TO THE GUM SWAMP BRIDGE AND STATION IN CONCRETE WINGWALL AT EY0567'NORTHWEST CORNER OF BRIDGE. EY0567' EY0567'STATION IS A BENCH MARK DISK STAMPED---U 221 1941---SET FLUSH IN EY0567'DRILL HOLE. 19.5 FEET WEST OF US 17 CENTERLINE, 109.8 FEET SOUTH OF EY0567'SR 1419 CENTERLINE, 1.3 FEET WEST OF NORTH END OF BRIDGE RAIL. EY0567 EY0567 STATION RECOVERY (1980) EY0567 EY0567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EY0567'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT EY0567'THE MARK IS 1 FT BELOW CENTERLINE HIGHWAY. EY0567 EY0567 STATION RECOVERY (1989) EY0567 EY0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY0567'RECOVERED IN GOOD CONDITION. EY0567 EY0567 STATION RECOVERY (1999) EY0567 EY0567'RECOVERY NOTE BY NC DOT 1999 (RMS) EY0567'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0421 *********************************************************************** EY0421 DESIGNATION - U 243 EY0421 PID - EY0421 EY0421 STATE/COUNTY- NC/BEAUFORT EY0421 USGS QUAD - BELHAVEN (1974) EY0421 EY0421 *CURRENT SURVEY CONTROL EY0421 ___________________________________________________________________ EY0421* NAD 83(1986)- 35 34 14.89012(N) 076 30 09.96272(W) ADJUSTED EY0421* NAVD 88 - 0.798 (meters) 2.62 (feet) ADJUSTED EY0421 ___________________________________________________________________ EY0421 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EY0421 GEOID HEIGHT- -37.36 (meters) GEOID03 EY0421 DYNAMIC HT - 0.797 (meters) 2.61 (feet) COMP EY0421 MODELED GRAV- 979,780.1 (mgal) NAVD 88 EY0421 EY0421 HORZ ORDER - SECOND EY0421 VERT ORDER - SECOND CLASS II EY0421 EY0421.The North Carolina HARNS have been completed but, EY0421.due to contractual restrictions, coordinates for these stations EY0421.will NOT be published in the near future. In the interim, the EY0421.published coordinates in North Carolina will not be EY0421.consistent with the Continuously Operating Reference Stations EY0421.(CORS). The HARN coordinates for these stations are available EY0421.upon request. Contact Gary Thompson(919-733-3836). EY0421. EY0421.In addition, the published North Carolina positions EY0421.(NAD 83 (1986)) are NOT consistent with those determined in EY0421.adjacent state readjustments. The discontinuity between stations EY0421.located in North Carolina and those in adjacent states EY0421.which have been adjusted to the HARN may be as much as 5 EY0421.decimeters. This will result in a significant loss of accuracy EY0421.over lines crossing such state borders. EY0421 EY0421 EY0421.The horizontal coordinates were established by classical geodetic methods EY0421.and adjusted by the National Geodetic Survey in July 1998. EY0421 EY0421.The orthometric height was determined by differential leveling EY0421.and adjusted by the National Geodetic Survey in June 1991. EY0421 EY0421.The Laplace correction was computed from DEFLEC99 derived deflections. EY0421 EY0421.The geoid height was determined by GEOID03. EY0421 EY0421.The dynamic height is computed by dividing the NAVD 88 EY0421.geopotential number by the normal gravity value computed on the EY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0421.degrees latitude (g = 980.6199 gals.). EY0421 EY0421.The modeled gravity was interpolated from observed gravity values. EY0421 EY0421; North East Units Scale Factor Converg. EY0421;SPC NC - 204,829.869 835,925.399 MT 0.99988804 +1 26 28.8 EY0421;SPC NC - 672,012.66 2,742,531.91 sFT 0.99988804 +1 26 28.8 EY0421;UTM 18 - 3,937,384.887 363,823.976 MT 0.99982852 -0 52 27.5 EY0421 EY0421! - Elev Factor x Scale Factor = Combined Factor EY0421!SPC NC - 1.00000574 x 0.99988804 = 0.99989378 EY0421!UTM 18 - 1.00000574 x 0.99982852 = 0.99983426 EY0421 EY0421 SUPERSEDED SURVEY CONTROL EY0421 EY0421 NAVD 88 (07/14/98) 0.80 (m) 2.6 (f) LEVELING 3 EY0421 NGVD 29 (??/??/92) 1.112 (m) 3.65 (f) ADJ UNCH 2 2 EY0421 EY0421.Superseded values are not recommended for survey control. EY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0421.See file dsdata.txt to determine how the superseded data were derived. EY0421 EY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6382437385(NAD 83) EY0421_MARKER: DB = BENCH MARK DISK EY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0421_SP_SET: CONCRETE POST EY0421_STAMPING: U 243 1948 EY0421_MARK LOGO: CGS EY0421_MAGNETIC: O = OTHER; SEE DESCRIPTION EY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY0421+STABILITY: SURFACE MOTION EY0421 EY0421 HISTORY - Date Condition Report By EY0421 HISTORY - 1948 MONUMENTED CGS EY0421 HISTORY - 1963 GOOD NGS EY0421 HISTORY - 1977 GOOD NCGS EY0421 HISTORY - 1977 GOOD NGS EY0421 HISTORY - 1982 GOOD NCGS EY0421 HISTORY - 19820421 GOOD NCGS EY0421 EY0421 STATION DESCRIPTION EY0421 EY0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EY0421'AT LEECHVILLE. EY0421'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EY0421'CORRECTIONS. (1) THE WITNESS POST IS NOT IN PLACE. (2) THE EY0421'MAPLE TREE AND TELEPHONE POLE ARE NOT IN PLACE. (3) THE MARK EY0421'IS ALONG THE OLD HIGHWAY AND 9 FEET SOUTH OF A PEPSI COLA SIGN. EY0421'ORIGINAL DESCRIPTION-- AT LEECHVILLE, BEAUFORT COUNTY, 36.0 EY0421'FEET NORTH OF THE INTERSECTION OF HIGHWAY 264 AND A DIRT ROAD EY0421'SOUTH, 10.6 FEET WEST OF A 36-INCH MAPLE TREE, 22.0 FEET NORTHWEST EY0421'OF TELEPHONE POLE 1430, 18.3 FEET EAST OF THE EASTERN OF TWIN EY0421'CEDAR TREES, 2.7 FEET SOUTH OF A WITNESS POST, AND SET IN THE EY0421'TOP OF A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE EY0421'GROUND. NOTE-- IN 1962 THE MARK WAS REPORTED BELIEVED DESTROYED. EY0421'A NEW ROAD AND BRIDGE WAS BUILT IN 1956. EY0421 EY0421 STATION RECOVERY (1977) EY0421 EY0421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EY0421'STATION IS LOCATED APPROXIMATELY 7.0 MILES ENE OF BELHAVEN, IN EY0421'LEECHVILLE, BETWEEN US 264 PRESENT LOCATION AND THE OLD HIGHWAY EY0421'LEADING TO THE PUNGO RIVER, ON THE NORTH SIDE OF THE INTERSECTION OF EY0421'THE OLD HIGHWAY AND A DIRT ROAD (SR 1712) LEADING SOUTH. 36.2 FT. NNE EY0421'OF INTERSECTION OF OLD HIGHWAY AND SR 1712, 17.8 FT. E OF 20 INCH EY0421'CEDAR WITH ALUMINUM REF. TAG AND 67.1 FT. NNE OF TP NO. 1423 WITH EY0421'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE MONUMENT 1 INCH EY0421'ABOVE THE SURFACE OF THE GROUND. EY0421 EY0421 STATION RECOVERY (1977) EY0421 EY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EY0421'RECOVERED IN GOOD CONDITION. EY0421 EY0421 STATION RECOVERY (1982) EY0421 EY0421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 EY0421'RECOVERED IN GOOD CONDITION. EY0421 EY0421 STATION RECOVERY (1982) EY0421 EY0421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY0421'RECOVERED AS DESCRIBED. MARK IS LOCATED 62.0 FT (18.9 M) SOUTHWEST OF EY0421'THE CENTERLINE OF US 264, 36.3 FT (11.1 M) NORTHEAST OF THE CENTER OF EY0421'AN OLD CONCRETE ROAD BED, 72.5 FT (22.1 M) NORTHWEST OF A TELEPHONE EY0421'PEDESTAL (264ER)--AND 18.0 FT (5.5 M) EAST OF A 24-INCH CEDAR, 67.0 FT EY0421'(20.4 M) NORTHEAST OF A TELEPHONE POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3946 *********************************************************************** EY3946 DESIGNATION - UPPER EY3946 PID - EY3946 EY3946 STATE/COUNTY- NC/BEAUFORT EY3946 USGS QUAD - BLOUNTS BAY (1993) EY3946 EY3946 *CURRENT SURVEY CONTROL EY3946 ___________________________________________________________________ EY3946* NAD 83(1986)- 35 28 21.46961(N) 076 56 28.67416(W) ADJUSTED EY3946* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3946 ___________________________________________________________________ EY3946 LAPLACE CORR- -2.12 (seconds) DEFLEC99 EY3946 GEOID HEIGHT- -36.85 (meters) GEOID03 EY3946 EY3946 HORZ ORDER - THIRD EY3946 EY3946.The North Carolina HARNS have been completed but, EY3946.due to contractual restrictions, coordinates for these stations EY3946.will NOT be published in the near future. In the interim, the EY3946.published coordinates in North Carolina will not be EY3946.consistent with the Continuously Operating Reference Stations EY3946.(CORS). The HARN coordinates for these stations are available EY3946.upon request. Contact Gary Thompson(919-733-3836). EY3946. EY3946.In addition, the published North Carolina positions EY3946.(NAD 83 (1986)) are NOT consistent with those determined in EY3946.adjacent state readjustments. The discontinuity between stations EY3946.located in North Carolina and those in adjacent states EY3946.which have been adjusted to the HARN may be as much as 5 EY3946.decimeters. This will result in a significant loss of accuracy EY3946.over lines crossing such state borders. EY3946 EY3946 EY3946.The horizontal coordinates were established by classical geodetic methods EY3946.and adjusted by the National Geodetic Survey in July 1986. EY3946 EY3946.The orthometric height was scaled from a topographic map. EY3946 EY3946.The Laplace correction was computed from DEFLEC99 derived deflections. EY3946 EY3946.The geoid height was determined by GEOID03. EY3946 EY3946; North East Units Scale Factor Converg. EY3946;SPC NC - 193,029.209 796,413.490 MT 0.99987999 +1 11 17.6 EY3946;SPC NC - 633,296.66 2,612,899.93 sFT 0.99987999 +1 11 17.6 EY3946;UTM 18 - 3,927,190.007 323,866.832 MT 0.99998232 -1 07 36.7 EY3946 EY3946! - Elev Factor x Scale Factor = Combined Factor EY3946!SPC NC - 1.00000568 x 0.99987999 = 0.99988567 EY3946!UTM 18 - 1.00000568 x 0.99998232 = 0.99998800 EY3946 EY3946: Primary Azimuth Mark Grid Az EY3946:SPC NC - WATER 231 49 12.6 EY3946:UTM 18 - WATER 234 08 06.9 EY3946 EY3946|---------------------------------------------------------------------| EY3946| PID Reference Object Distance Geod. Az | EY3946| dddmmss.s | EY3946| EY5590 UPPER RM 2 12.760 METERS 03932 | EY3946| EY3942 BROAD 2.845 METERS 19110 | EY3946| EY3937 WATER APPROX. 2.0 KM 2330030.2 | EY3946| EY4821 BROAD RM 7.210 METERS 34848 | EY3946|---------------------------------------------------------------------| EY3946 EY3946 SUPERSEDED SURVEY CONTROL EY3946 EY3946 NAD 27 - 35 28 20.87800(N) 076 56 29.86300(W) AD( ) 3 EY3946 EY3946.Superseded values are not recommended for survey control. EY3946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3946.See file dsdata.txt to determine how the superseded data were derived. EY3946 EY3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2386727190(NAD 83) EY3946_MARKER: DS = TRIANGULATION STATION DISK EY3946_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3946_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3946 EY3946 HISTORY - Date Condition Report By EY3946 HISTORY - 1933 MONUMENTED CGS EY3946 HISTORY - 1948 MARK NOT FOUND CGS EY3946 EY3946 STATION DESCRIPTION EY3946 EY3946'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3946'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY POINT EY3946'BETWEEN THE MOUTHS OF UPPER GOOSE CREEK AND BROAD CREEK, A LITTLE EY3946'BELOW BLOUNT BAY BEACON, AND ON A SITE ABOUT 3 FEET ABOVE WATER, EY3946'WHERE THERE ARE TWO CEDARS, A PINE, AND A JUNIPER. STATION IS ON EY3946'THE MOST PROMINENT POINT, JUST TO THE WESTWARD OF A SMALL BIGHT EY3946'IN THE SHORE LINE, AND DIRECTLY BEHIND AND INSHORE FROM THE OLD EY3946'STATION BROAD 1914. THE STATION IS SIMILAR. STATION AND EY3946'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE AT THE EY3946'CENTER OF THE TOP OF TILE. EY3946' EY3946'REFERENCE MARK NO. 1 IS THE OLD REFERENCE MARK FOR BROAD, AND IS EY3946'BACK OF (N OF) THE STATION. EY3946' EY3946'REFERENCE MARK NO. 2 IS NEW, AND IS NE OF THE STATION. EY3946' EY3946'THE OLD STATION IS ONLY 5 FEET FROM EDGE OF WATER, BUT SHORE EY3946'IS NOT WASHING. EY3946' EY3946'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS. EY3946 EY3946 STATION RECOVERY (1948) EY3946 EY3946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3946'STATION DESTROYED. R.M. (1914) RECOVERED IN GOOD CONDITION 1.0 EY3946'METER N OF APPARENT SHORELINE. R.M. 2 RECOVERED IN POOR CONDITION EY3946'BUT DISK WAS NOT REMOVED. STATION DISK WAS REMOVED FROM MONUMENT EY3946'LYING IN WATER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4011 *********************************************************************** EY4011 DESIGNATION - UPPER EY4011 PID - EY4011 EY4011 STATE/COUNTY- NC/BEAUFORT EY4011 USGS QUAD - BELHAVEN (1974) EY4011 EY4011 *CURRENT SURVEY CONTROL EY4011 ___________________________________________________________________ EY4011* NAD 83(1986)- 35 31 45.66827(N) 076 32 15.63515(W) ADJUSTED EY4011* NAVD 88 - 1. (meters) 3. (feet) SCALED EY4011 ___________________________________________________________________ EY4011 LAPLACE CORR- -3.06 (seconds) DEFLEC99 EY4011 GEOID HEIGHT- -37.31 (meters) GEOID03 EY4011 EY4011 HORZ ORDER - THIRD EY4011 EY4011.The North Carolina HARNS have been completed but, EY4011.due to contractual restrictions, coordinates for these stations EY4011.will NOT be published in the near future. In the interim, the EY4011.published coordinates in North Carolina will not be EY4011.consistent with the Continuously Operating Reference Stations EY4011.(CORS). The HARN coordinates for these stations are available EY4011.upon request. Contact Gary Thompson(919-733-3836). EY4011. EY4011.In addition, the published North Carolina positions EY4011.(NAD 83 (1986)) are NOT consistent with those determined in EY4011.adjacent state readjustments. The discontinuity between stations EY4011.located in North Carolina and those in adjacent states EY4011.which have been adjusted to the HARN may be as much as 5 EY4011.decimeters. This will result in a significant loss of accuracy EY4011.over lines crossing such state borders. EY4011 EY4011 EY4011.The horizontal coordinates were established by classical geodetic methods EY4011.and adjusted by the National Geodetic Survey in July 1986. EY4011 EY4011.The orthometric height was scaled from a topographic map. EY4011 EY4011.The Laplace correction was computed from DEFLEC99 derived deflections. EY4011 EY4011.The geoid height was determined by GEOID03. EY4011 EY4011; North East Units Scale Factor Converg. EY4011;SPC NC - 200,153.812 832,876.299 MT 0.99988429 +1 25 16.2 EY4011;SPC NC - 656,671.30 2,732,528.32 sFT 0.99988429 +1 25 16.2 EY4011;UTM 18 - 3,932,836.062 360,588.629 MT 0.99983951 -0 53 37.4 EY4011 EY4011! - Elev Factor x Scale Factor = Combined Factor EY4011!SPC NC - 1.00000575 x 0.99988429 = 0.99989004 EY4011!UTM 18 - 1.00000575 x 0.99983951 = 0.99984526 EY4011 EY4011: Primary Azimuth Mark Grid Az EY4011:SPC NC - LOWER DOWRY PT 2 268 48 44.7 EY4011:UTM 18 - LOWER DOWRY PT 2 271 07 38.3 EY4011 EY4011|---------------------------------------------------------------------| EY4011| PID Reference Object Distance Geod. Az | EY4011| dddmmss.s | EY4011| EY5589 UPPER RM 24.860 METERS 02006 | EY4011| EY4000 LOWER DOWRY PT 2 APPROX. 1.8 KM 2701400.9 | EY4011|---------------------------------------------------------------------| EY4011 EY4011 SUPERSEDED SURVEY CONTROL EY4011 EY4011 NAD 27 - 35 31 45.07100(N) 076 32 16.89800(W) AD( ) 3 EY4011 EY4011.Superseded values are not recommended for survey control. EY4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4011.See file dsdata.txt to determine how the superseded data were derived. EY4011 EY4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6058932836(NAD 83) EY4011_MARKER: DS = TRIANGULATION STATION DISK EY4011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY4011_SP_SET: TOP OF METAL PIPE IN CONCRETE EY4011 EY4011 HISTORY - Date Condition Report By EY4011 HISTORY - 1914 MONUMENTED CGS EY4011 HISTORY - 1934 MARK NOT FOUND CGS EY4011 HISTORY - 1949 MARK NOT FOUND CGS EY4011 EY4011 STATION DESCRIPTION EY4011 EY4011'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY4011'STATION IS ON THE N SIDE OF PUNGO RIVER, ON THE W SIDE OF THE EY4011'ENTRANCE TO UPPER DOWRY CREEK, ON A HOOK-SHAPED POINT WHICH IS EY4011'MARSHLAND, EXCEPT A NARROW STRIP OF SAND ALONG THE W SIDE, ABOUT EY4011'300 YARDS BACK FROM THE TIP END AND GENTLY RISING GROUND COVERED EY4011'WITH PINE TREES BEYOND, AT THE EDGE OF THE PINE GROVE, 110 FEET EY4011'E AND 88 FEET N FROM THE SHORE. THERE IS A SMALL ISLAND OFF THE EY4011'END OF THE POINT. EY4011' EY4011'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN TILE EY4011'AND CONCRETE. EY4011' EY4011'THE REFERENCE MARK IS 24.86 METERS (81.6 FEET) FROM THE STATION EY4011'N 20 DEG 06 MIN E. EY4011 EY4011 STATION RECOVERY (1934) EY4011 EY4011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB) EY4011'UNABLE TO LOCATE STATION. PROBABLY DESTROYED BY EROSION OF EY4011'SHORE LINE. EY4011 EY4011 STATION RECOVERY (1949) EY4011 EY4011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY4011'STATION DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4337 *********************************************************************** EY4337 DESIGNATION - USED EY4337 PID - EY4337 EY4337 STATE/COUNTY- NC/BEAUFORT EY4337 USGS QUAD - WASHINGTON (1983) EY4337 EY4337 *CURRENT SURVEY CONTROL EY4337 ___________________________________________________________________ EY4337* NAD 83(1986)- 35 33 06.69898(N) 077 03 48.02150(W) ADJUSTED EY4337* NAVD 88 - 2.85 (+/-2cm) 9.4 (feet) VERTCON EY4337 ___________________________________________________________________ EY4337 LAPLACE CORR- -2.22 (seconds) DEFLEC99 EY4337 GEOID HEIGHT- -36.60 (meters) GEOID03 EY4337 EY4337 HORZ ORDER - SECOND EY4337 VERT ORDER - THIRD ? (See Below) EY4337 EY4337.The North Carolina HARNS have been completed but, EY4337.due to contractual restrictions, coordinates for these stations EY4337.will NOT be published in the near future. In the interim, the EY4337.published coordinates in North Carolina will not be EY4337.consistent with the Continuously Operating Reference Stations EY4337.(CORS). The HARN coordinates for these stations are available EY4337.upon request. Contact Gary Thompson(919-733-3836). EY4337. EY4337.In addition, the published North Carolina positions EY4337.(NAD 83 (1986)) are NOT consistent with those determined in EY4337.adjacent state readjustments. The discontinuity between stations EY4337.located in North Carolina and those in adjacent states EY4337.which have been adjusted to the HARN may be as much as 5 EY4337.decimeters. This will result in a significant loss of accuracy EY4337.over lines crossing such state borders. EY4337 EY4337 EY4337.The horizontal coordinates were established by classical geodetic methods EY4337.and adjusted by the National Geodetic Survey in October 1990. EY4337 EY4337.The NAVD 88 height was computed by applying the VERTCON shift value to EY4337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4337.The vertical order pertains to the NGVD 29 superseded value. EY4337 EY4337.The Laplace correction was computed from DEFLEC99 derived deflections. EY4337 EY4337.The geoid height was determined by GEOID03. EY4337 EY4337; North East Units Scale Factor Converg. EY4337;SPC NC - 201,594.260 785,169.144 MT 0.99988626 +1 07 04.0 EY4337;SPC NC - 661,397.17 2,576,009.10 sFT 0.99988626 +1 07 04.0 EY4337;UTM 18 - 3,936,203.650 312,976.514 MT 1.00003105 -1 12 00.2 EY4337 EY4337! - Elev Factor x Scale Factor = Combined Factor EY4337!SPC NC - 1.00000530 x 0.99988626 = 0.99989156 EY4337!UTM 18 - 1.00000530 x 1.00003105 = 1.00003635 EY4337 EY4337 SUPERSEDED SURVEY CONTROL EY4337 EY4337 NGVD 29 (10/26/90) 3.19 (m) 10.5 (f) LEVELING 3 EY4337 EY4337.Superseded values are not recommended for survey control. EY4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4337.See file dsdata.txt to determine how the superseded data were derived. EY4337 EY4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1297736204(NAD 83) EY4337_MARKER: DE = TRAVERSE STATION DISK EY4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4337_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4337_STAMPING: USED 1979 EY4337_MARK LOGO: NCGS EY4337_MAGNETIC: O = OTHER; SEE DESCRIPTION EY4337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4337+STABILITY: SURFACE MOTION EY4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY4337+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004 EY4337 EY4337 HISTORY - Date Condition Report By EY4337 HISTORY - 1979 MONUMENTED NCGS EY4337 HISTORY - 1985 GOOD USPSQD EY4337 HISTORY - 19910504 GOOD USPSQD EY4337 HISTORY - 19931014 GOOD NCGS EY4337 HISTORY - 20040106 GOOD USPSQD EY4337 EY4337 STATION DESCRIPTION EY4337 EY4337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4337'THE STATION IS LOCATED IN WASHINGTON. EY4337' EY4337'TO REACH STATION FROM INTERSECTION OF US 264 WITH US 17 IN WASHINGTON, EY4337'PROCEED WEST ALONG US 264 FOR 0.35 MILE TO THE INTERSECTION WITH EY4337'HACKNEY AVENUE AND STATION. EY4337' EY4337'STATION MARK IS A STANDARD DISK STAMPED---USED 1979---SET IN TOP OF EY4337'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE EY4337'MARK IS 4.3 FEET SOUTHWEST OF SOUTH CURB OF US 264, 35.4 FEET NORTH- EY4337'WEST OF CENTERLINE OF HACKNEY AVENUE, 6.7 FEET NORTHWEST OF POWER POLE EY4337'WITH TRAFFIC CONTROL BOX AND REFERENCE TAG, 44.4 FEET SOUTHEAST OF EY4337'POWER POLE WITH REFERENCE TAG AND 12.8 FEET NORTH OF EAST METAL POST. EY4337 EY4337 STATION RECOVERY (1985) EY4337 EY4337'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY4337'RECOVERED IN GOOD CONDITION. EY4337 EY4337 STATION RECOVERY (1991) EY4337 EY4337'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4337'RECOVERED IN GOOD CONDITION. EY4337 EY4337 STATION RECOVERY (1993) EY4337 EY4337'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EY4337'RECOVERED AS DESCRIBED. EY4337 EY4337 STATION RECOVERY (2004) EY4337 EY4337'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY4337'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5899 *********************************************************************** AE5899 DESIGNATION - VAGUE AE5899 PID - AE5899 AE5899 STATE/COUNTY- NC/BEAUFORT AE5899 USGS QUAD - BLOUNTS BAY (1993) AE5899 AE5899 *CURRENT SURVEY CONTROL AE5899 ___________________________________________________________________ AE5899* NAD 83(1986)- 35 22 38.62732(N) 076 58 54.12046(W) ADJUSTED AE5899* NAVD 88 - 9.235 (meters) 30.30 (feet) ADJUSTED AE5899 ___________________________________________________________________ AE5899 LAPLACE CORR- -2.27 (seconds) DEFLEC99 AE5899 GEOID HEIGHT- -36.89 (meters) GEOID03 AE5899 DYNAMIC HT - 9.227 (meters) 30.27 (feet) COMP AE5899 MODELED GRAV- 979,752.3 (mgal) NAVD 88 AE5899 AE5899 HORZ ORDER - SECOND AE5899 VERT ORDER - SECOND CLASS II AE5899 AE5899.The North Carolina HARNS have been completed but, AE5899.due to contractual restrictions, coordinates for these stations AE5899.will NOT be published in the near future. In the interim, the AE5899.published coordinates in North Carolina will not be AE5899.consistent with the Continuously Operating Reference Stations AE5899.(CORS). The HARN coordinates for these stations are available AE5899.upon request. Contact Gary Thompson(919-733-3836). AE5899. AE5899.In addition, the published North Carolina positions AE5899.(NAD 83 (1986)) are NOT consistent with those determined in AE5899.adjacent state readjustments. The discontinuity between stations AE5899.located in North Carolina and those in adjacent states AE5899.which have been adjusted to the HARN may be as much as 5 AE5899.decimeters. This will result in a significant loss of accuracy AE5899.over lines crossing such state borders. AE5899 AE5899 AE5899.The horizontal coordinates were established by classical geodetic methods AE5899.and adjusted by the National Geodetic Survey in April 1998. AE5899 AE5899.The orthometric height was determined by differential leveling AE5899.and adjusted by the National Geodetic Survey in June 1998. AE5899 AE5899.The Laplace correction was computed from DEFLEC99 derived deflections. AE5899 AE5899.The geoid height was determined by GEOID03. AE5899 AE5899.The dynamic height is computed by dividing the NAVD 88 AE5899.geopotential number by the normal gravity value computed on the AE5899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5899.degrees latitude (g = 980.6199 gals.). AE5899 AE5899.The modeled gravity was interpolated from observed gravity values. AE5899 AE5899; North East Units Scale Factor Converg. AE5899;SPC NC - 182,391.351 792,962.616 MT 0.99987499 +1 09 53.6 AE5899;SPC NC - 598,395.62 2,601,578.18 sFT 0.99987499 +1 09 53.6 AE5899;UTM 18 - 3,916,698.951 319,988.851 MT 0.99999935 -1 08 51.5 AE5899 AE5899! - Elev Factor x Scale Factor = Combined Factor AE5899!SPC NC - 1.00000434 x 0.99987499 = 0.99987933 AE5899!UTM 18 - 1.00000434 x 0.99999935 = 1.00000369 AE5899 AE5899 SUPERSEDED SURVEY CONTROL AE5899 AE5899 NGVD 29 (04/29/98) 9.56 (m) 31.4 (f) LEVELING 3 AE5899 AE5899.Superseded values are not recommended for survey control. AE5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5899.See file dsdata.txt to determine how the superseded data were derived. AE5899 AE5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1998916699(NAD 83) AE5899_MARKER: DH = HORIZONTAL CONTROL DISK AE5899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5899_STAMPING: VAGUE 1983 AE5899_MARK LOGO: NCGS AE5899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5899+STABILITY: SURFACE MOTION AE5899 AE5899 HISTORY - Date Condition Report By AE5899 HISTORY - 1983 MONUMENTED NCGS AE5899 AE5899 STATION DESCRIPTION AE5899 AE5899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5899'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) WEST-NORTHWEST OF COXS AE5899'CROSSROADS. ALONG NC 33 FOR 2.8 KM (1.75 MI) NORTH OF THE BLOUNTS AE5899'CREEK POST OFFICE AT COXS CROSSROADS, OR 0.6 KM (0.35 MI) NORTHWEST OF AE5899'SR 1106. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED 4.8 M (15.7 AE5899'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) AE5899'NORTH-NORTHEAST OF A WITNESS POST--AND 8.4 M (27.6 FT) NORTH OF A AE5899'6-INCH OAK, 16.5 M (54.1 FT) SOUTH-SOUTHWEST OF POWER POLE 234--BOTH AE5899'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3845 *********************************************************************** EY3845 DESIGNATION - VENUS EY3845 PID - EY3845 EY3845 STATE/COUNTY- NC/BEAUFORT EY3845 USGS QUAD - AURORA (1993) EY3845 EY3845 *CURRENT SURVEY CONTROL EY3845 ___________________________________________________________________ EY3845* NAD 83(1986)- 35 19 10.32165(N) 076 46 21.02940(W) ADJUSTED EY3845* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3845 ___________________________________________________________________ EY3845 LAPLACE CORR- -1.16 (seconds) DEFLEC99 EY3845 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3845 EY3845 HORZ ORDER - THIRD EY3845 EY3845.The North Carolina HARNS have been completed but, EY3845.due to contractual restrictions, coordinates for these stations EY3845.will NOT be published in the near future. In the interim, the EY3845.published coordinates in North Carolina will not be EY3845.consistent with the Continuously Operating Reference Stations EY3845.(CORS). The HARN coordinates for these stations are available EY3845.upon request. Contact Gary Thompson(919-733-3836). EY3845. EY3845.In addition, the published North Carolina positions EY3845.(NAD 83 (1986)) are NOT consistent with those determined in EY3845.adjacent state readjustments. The discontinuity between stations EY3845.located in North Carolina and those in adjacent states EY3845.which have been adjusted to the HARN may be as much as 5 EY3845.decimeters. This will result in a significant loss of accuracy EY3845.over lines crossing such state borders. EY3845 EY3845 EY3845.The horizontal coordinates were established by classical geodetic methods EY3845.and adjusted by the National Geodetic Survey in July 1986. EY3845 EY3845.The orthometric height was scaled from a topographic map. EY3845 EY3845.The Laplace correction was computed from DEFLEC99 derived deflections. EY3845 EY3845.The geoid height was determined by GEOID03. EY3845 EY3845; North East Units Scale Factor Converg. EY3845;SPC NC - 176,380.504 812,108.566 MT 0.99987329 +1 17 08.3 EY3845;SPC NC - 578,675.04 2,664,392.85 sFT 0.99987329 +1 17 08.3 EY3845;UTM 18 - 3,909,920.205 338,878.388 MT 0.99991993 -1 01 29.9 EY3845 EY3845! - Elev Factor x Scale Factor = Combined Factor EY3845!SPC NC - 1.00000574 x 0.99987329 = 0.99987903 EY3845!UTM 18 - 1.00000574 x 0.99991993 = 0.99992567 EY3845 EY3845: Primary Azimuth Mark Grid Az EY3845:SPC NC - SIBYL 329 36 40.4 EY3845:UTM 18 - SIBYL 331 55 18.6 EY3845 EY3845|---------------------------------------------------------------------| EY3845| PID Reference Object Distance Geod. Az | EY3845| dddmmss.s | EY3845| EY3828 NO 1 APPROX. 0.6 KM 0341322.5 | EY3845| EY5594 VENUS RM 14.820 METERS 22402 | EY3845| EY3838 SIBYL APPROX. 1.1 KM 3305348.7 | EY3845|---------------------------------------------------------------------| EY3845 EY3845 SUPERSEDED SURVEY CONTROL EY3845 EY3845 NAD 27 - 35 19 09.70500(N) 076 46 22.29500(W) AD( ) 3 EY3845 EY3845.Superseded values are not recommended for survey control. EY3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3845.See file dsdata.txt to determine how the superseded data were derived. EY3845 EY3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3887809920(NAD 83) EY3845_MARKER: DS = TRIANGULATION STATION DISK EY3845_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3845_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3845 EY3845 HISTORY - Date Condition Report By EY3845 HISTORY - 1935 MONUMENTED CGS EY3845 HISTORY - 1948 GOOD CGS EY3845 EY3845 STATION DESCRIPTION EY3845 EY3845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3845'STATION IS ON THE S SIDE OF SOUTH CREEK APPROXIMATELY IN THE EY3845'MIDDLE OF THE W-E RUN OF THE CREEK. IT IS IN FAST LAND 6 METERS EY3845'FROM WATER LINE N, 10 METERS FROM A CULTIVATED FIELD S AND 6 EY3845'METERS FROM A SMALL BOATSLIP SE. IT IS ON THE PROPERTY OF TUTT EY3845'BONNER AND IS SW FROM POINT KNOWN AS POINT OF MARSH. EY3845' EY3845'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3845'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3845' EY3845'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3845'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND. EY3845 EY3845 STATION RECOVERY (1948) EY3845 EY3845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3845'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. DISTANCE EY3845'TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND EY3845'TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW EY3845'DESCRIPTION FOLLOWS-- EY3845' EY3845'STATION IS ON THE S SIDE OF SOUTH CREEK, APPROXIMATELY IN THE EY3845'MIDDLE OF THE W-E RUN OF THE CREEK, IN FAST LAND, 6 METERS FROM EY3845'WATER LINE TO THE N, 10 METERS FROM A CULTIVATED FIELD TO THE S, EY3845'AND 2 METERS FROM A SMALL BOAT SLIP OR BIGHT TO THE NW. IT IS ON EY3845'THE PROPERTY OF TUTT BONNER AND IS SW FROM A POINT KNOWN AS EY3845'SILVERTHORN POINT. FROM THE SE CORNER OF A SMALL BARN TO THE EY3845'STATION IS 32.0 METERS 85 DEG MAG.AZ. THE END OF A DITCH IS EY3845'ONE METER S AND THE END OF A FIELD ROAD IS 8 METERS W. EY3845' EY3845'STATION MARK IS A BRONZE DISK, STAMPED VENUS 1935, SET IN TOP EY3845'OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND. EY3845' EY3845'REFERENCE MARK IS S OF THE STATION, ON A DITCH BANK, 2 METERS EY3845'FROM THE END OF A FIELD ROAD, 21 METERS 100 DEGREES MAG.AZ. FROM EY3845'SE CORNER AT A SMALL BARN. IT IS A BRONZE REFERENCE DISK, STAMPED EY3845'VENUS 1935, SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING EY3845'6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3846 *********************************************************************** EY3846 DESIGNATION - VIVIAN EY3846 PID - EY3846 EY3846 STATE/COUNTY- NC/BEAUFORT EY3846 USGS QUAD - AURORA (1993) EY3846 EY3846 *CURRENT SURVEY CONTROL EY3846 ___________________________________________________________________ EY3846* NAD 83(1986)- 35 18 18.55025(N) 076 46 51.23986(W) ADJUSTED EY3846* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3846 ___________________________________________________________________ EY3846 LAPLACE CORR- -1.25 (seconds) DEFLEC99 EY3846 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3846 EY3846 HORZ ORDER - THIRD EY3846 EY3846.The North Carolina HARNS have been completed but, EY3846.due to contractual restrictions, coordinates for these stations EY3846.will NOT be published in the near future. In the interim, the EY3846.published coordinates in North Carolina will not be EY3846.consistent with the Continuously Operating Reference Stations EY3846.(CORS). The HARN coordinates for these stations are available EY3846.upon request. Contact Gary Thompson(919-733-3836). EY3846. EY3846.In addition, the published North Carolina positions EY3846.(NAD 83 (1986)) are NOT consistent with those determined in EY3846.adjacent state readjustments. The discontinuity between stations EY3846.located in North Carolina and those in adjacent states EY3846.which have been adjusted to the HARN may be as much as 5 EY3846.decimeters. This will result in a significant loss of accuracy EY3846.over lines crossing such state borders. EY3846 EY3846 EY3846.The horizontal coordinates were established by classical geodetic methods EY3846.and adjusted by the National Geodetic Survey in July 1986. EY3846 EY3846.The orthometric height was scaled from a topographic map. EY3846 EY3846.The Laplace correction was computed from DEFLEC99 derived deflections. EY3846 EY3846.The geoid height was determined by GEOID03. EY3846 EY3846; North East Units Scale Factor Converg. EY3846;SPC NC - 174,768.506 811,381.431 MT 0.99987302 +1 16 50.9 EY3846;SPC NC - 573,386.34 2,662,007.24 sFT 0.99987302 +1 16 50.9 EY3846;UTM 18 - 3,908,338.754 338,086.821 MT 0.99992308 -1 01 46.1 EY3846 EY3846! - Elev Factor x Scale Factor = Combined Factor EY3846!SPC NC - 1.00000574 x 0.99987302 = 0.99987876 EY3846!UTM 18 - 1.00000574 x 0.99992308 = 0.99992882 EY3846 EY3846: Primary Azimuth Mark Grid Az EY3846:SPC NC - WINDLY 320 26 59.6 EY3846:UTM 18 - WINDLY 322 45 36.6 EY3846 EY3846|---------------------------------------------------------------------| EY3846| PID Reference Object Distance Geod. Az | EY3846| dddmmss.s | EY3846| EY3826 MARY 276.296 METERS 06544 | EY3846| EY3825 LUCKEY 464.504 METERS 0975632.2 | EY3846| EY3811 HIGHWAY BRIDGE CEN N TRUSS 178.983 METERS 10411 | EY3846| EY3824 LOUISE APPROX. 0.5 KM 1481107.6 | EY3846| EY3791 AURORA STACK 177.325 METERS 23531 | EY3846| EY5595 VIVIAN RM 16.700 METERS 25015 | EY3846| EY3792 AURORA TANK 259.239 METERS 31252 | EY3846| EY3849 WINDLY APPROX. 0.7 KM 3214350.5 | EY3846|---------------------------------------------------------------------| EY3846 EY3846 SUPERSEDED SURVEY CONTROL EY3846 EY3846 NAD 27 - 35 18 17.92700(N) 076 46 52.50800(W) AD( ) 3 EY3846 EY3846.Superseded values are not recommended for survey control. EY3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3846.See file dsdata.txt to determine how the superseded data were derived. EY3846 EY3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3808708339(NAD 83) EY3846_MARKER: DS = TRIANGULATION STATION DISK EY3846_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3846_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3846 EY3846 HISTORY - Date Condition Report By EY3846 HISTORY - 1935 MONUMENTED CGS EY3846 HISTORY - 1948 MARK NOT FOUND CGS EY3846 EY3846 STATION DESCRIPTION EY3846 EY3846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3846'STATION IS ON THE W SIDE OF SOUTH CREEK, JUST N OF BRIDGE. STATION EY3846'IS ON UNSTABLE GROUND 20 METERS N OF CANAL THAT RUNS EY3846'PARALLEL TO ROAD AND 70 METERS E OF MAIN CREEK. EY3846' EY3846'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3846'8- BY 36-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3846' EY3846'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- EY3846'BY 30-INCH TILE PROJECTING 10 INCHES ABOVE GROUND. EY3846' EY3846'A 20-FOOT STAND WAS NECESSARY OVER THIS STATION. EY3846 EY3846 STATION RECOVERY (1948) EY3846 EY3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3846'STATION AND REFERENCE MARK WERE NOT FOUND. A THOROUGH SEARCH EY3846'WAS MADE BY A TWO-MAN PARTY ON THREE SEPARATE OCCASIONS FOR A EY3846'TOTAL OF 10 MAN HOURS, BUT NO TRACE OF THE STATION COULD BE EY3846'FOUND. THE 1935 DESCRIPTION STATES THAT THE STATION IS ON THE EY3846'W SIDE OF SOUTH CREEK, THEN AGAIN THAT IT IS 70 METERS E OF EY3846'MAIN CREEK. THIS IS MANIFESTLY INCORRECT. THE SEARCH WAS MADE EY3846'ON THE W SIDE OF THE CREEK FROM THE W BANK OF SOUTH CREEK W EY3846'ALONG THE N BANK OF THE CANAL. IT IS RECOMMENDED THAT THIS EY3846'STATION BE CLASSIFIED AS LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE5903 *********************************************************************** AE5903 DESIGNATION - VOLUNTEER AE5903 PID - AE5903 AE5903 STATE/COUNTY- NC/BEAUFORT AE5903 USGS QUAD - EDWARD (1983) AE5903 AE5903 *CURRENT SURVEY CONTROL AE5903 ___________________________________________________________________ AE5903* NAD 83(1986)- 35 22 10.24132(N) 076 56 52.25494(W) ADJUSTED AE5903* NAVD 88 - 9.528 (meters) 31.26 (feet) ADJUSTED AE5903 ___________________________________________________________________ AE5903 LAPLACE CORR- -2.40 (seconds) DEFLEC99 AE5903 GEOID HEIGHT- -36.95 (meters) GEOID03 AE5903 DYNAMIC HT - 9.520 (meters) 31.23 (feet) COMP AE5903 MODELED GRAV- 979,751.4 (mgal) NAVD 88 AE5903 AE5903 HORZ ORDER - SECOND AE5903 VERT ORDER - SECOND CLASS II AE5903 AE5903.The North Carolina HARNS have been completed but, AE5903.due to contractual restrictions, coordinates for these stations AE5903.will NOT be published in the near future. In the interim, the AE5903.published coordinates in North Carolina will not be AE5903.consistent with the Continuously Operating Reference Stations AE5903.(CORS). The HARN coordinates for these stations are available AE5903.upon request. Contact Gary Thompson(919-733-3836). AE5903. AE5903.In addition, the published North Carolina positions AE5903.(NAD 83 (1986)) are NOT consistent with those determined in AE5903.adjacent state readjustments. The discontinuity between stations AE5903.located in North Carolina and those in adjacent states AE5903.which have been adjusted to the HARN may be as much as 5 AE5903.decimeters. This will result in a significant loss of accuracy AE5903.over lines crossing such state borders. AE5903 AE5903 AE5903.The horizontal coordinates were established by classical geodetic methods AE5903.and adjusted by the National Geodetic Survey in April 1998. AE5903 AE5903.The orthometric height was determined by differential leveling AE5903.and adjusted by the National Geodetic Survey in June 1998. AE5903 AE5903.The Laplace correction was computed from DEFLEC99 derived deflections. AE5903 AE5903.The geoid height was determined by GEOID03. AE5903 AE5903.The dynamic height is computed by dividing the NAVD 88 AE5903.geopotential number by the normal gravity value computed on the AE5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5903.degrees latitude (g = 980.6199 gals.). AE5903 AE5903.The modeled gravity was interpolated from observed gravity values. AE5903 AE5903; North East Units Scale Factor Converg. AE5903;SPC NC - 181,579.878 796,055.655 MT 0.99987470 +1 11 04.0 AE5903;SPC NC - 595,733.32 2,611,725.93 sFT 0.99987470 +1 11 04.0 AE5903;UTM 18 - 3,915,763.232 323,046.991 MT 0.99998589 -1 07 40.1 AE5903 AE5903! - Elev Factor x Scale Factor = Combined Factor AE5903!SPC NC - 1.00000430 x 0.99987470 = 0.99987900 AE5903!UTM 18 - 1.00000430 x 0.99998589 = 0.99999019 AE5903 AE5903 SUPERSEDED SURVEY CONTROL AE5903 AE5903 NGVD 29 (04/29/98) 9.85 (m) 32.3 (f) LEVELING 3 AE5903 AE5903.Superseded values are not recommended for survey control. AE5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE5903.See file dsdata.txt to determine how the superseded data were derived. AE5903 AE5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2304715763(NAD 83) AE5903_MARKER: DH = HORIZONTAL CONTROL DISK AE5903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE5903_STAMPING: VOLUNTEER 1983 AE5903_MARK LOGO: NCGS AE5903_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE5903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5903+STABILITY: SURFACE MOTION AE5903 AE5903 HISTORY - Date Condition Report By AE5903 HISTORY - 1983 MONUMENTED NCGS AE5903 AE5903 STATION DESCRIPTION AE5903 AE5903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE5903'STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) EAST-SOUTHEAST OF COXS AE5903'CROSSROADS. ALONG NC 33 FOR 0.5 KM (0.30 MI) SOUTH OF THE BLOUNTS AE5903'CREEK POST OFFICE AT COXS CROSSROADS, NEAR A FRAME HOUSE. MARK IS AE5903'RECESSED 3 INCHES BELOW GROUND. LOCATED 5.9 M (19.4 FT) AE5903'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.8 M (91.2 FT) AE5903'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A FRAME HOUSE--AND 11.0 M AE5903'(36.1 FT) WEST OF POWER POLE 267 WITH A TRANSFORMER, 21.3 M (69.9 FT) AE5903'NORTHEAST OF A 36-INCH OAK, AND 21.8 M (71.5 FT) NORTH OF A 24-INCH AE5903'OAK--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3467 *********************************************************************** EY3467 DESIGNATION - WADE 2 EY3467 PID - EY3467 EY3467 STATE/COUNTY- NC/BEAUFORT EY3467 USGS QUAD - PAMLICO BEACH (1974) EY3467 EY3467 *CURRENT SURVEY CONTROL EY3467 ___________________________________________________________________ EY3467* NAD 83(1986)- 35 23 34.40312(N) 076 34 30.61482(W) ADJUSTED EY3467* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3467 ___________________________________________________________________ EY3467 LAPLACE CORR- -1.53 (seconds) DEFLEC99 EY3467 GEOID HEIGHT- -37.30 (meters) GEOID03 EY3467 EY3467 HORZ ORDER - THIRD EY3467 EY3467.The North Carolina HARNS have been completed but, EY3467.due to contractual restrictions, coordinates for these stations EY3467.will NOT be published in the near future. In the interim, the EY3467.published coordinates in North Carolina will not be EY3467.consistent with the Continuously Operating Reference Stations EY3467.(CORS). The HARN coordinates for these stations are available EY3467.upon request. Contact Gary Thompson(919-733-3836). EY3467. EY3467.In addition, the published North Carolina positions EY3467.(NAD 83 (1986)) are NOT consistent with those determined in EY3467.adjacent state readjustments. The discontinuity between stations EY3467.located in North Carolina and those in adjacent states EY3467.which have been adjusted to the HARN may be as much as 5 EY3467.decimeters. This will result in a significant loss of accuracy EY3467.over lines crossing such state borders. EY3467 EY3467 EY3467.The horizontal coordinates were established by classical geodetic methods EY3467.and adjusted by the National Geodetic Survey in July 1986. EY3467 EY3467.The orthometric height was scaled from a topographic map. EY3467 EY3467.The Laplace correction was computed from DEFLEC99 derived deflections. EY3467 EY3467.The geoid height was determined by GEOID03. EY3467 EY3467; North East Units Scale Factor Converg. EY3467;SPC NC - 184,936.076 829,846.867 MT 0.99987561 +1 23 58.3 EY3467;SPC NC - 606,744.44 2,722,589.26 sFT 0.99987561 +1 23 58.3 EY3467;UTM 18 - 3,917,753.524 356,947.501 MT 0.99985219 -0 54 44.9 EY3467 EY3467! - Elev Factor x Scale Factor = Combined Factor EY3467!SPC NC - 1.00000575 x 0.99987561 = 0.99988136 EY3467!UTM 18 - 1.00000575 x 0.99985219 = 0.99985794 EY3467 EY3467: Primary Azimuth Mark Grid Az EY3467:SPC NC - GRASSY 342 29 39.9 EY3467:UTM 18 - GRASSY 344 48 23.1 EY3467 EY3467|---------------------------------------------------------------------| EY3467| PID Reference Object Distance Geod. Az | EY3467| dddmmss.s | EY3467| EY3459 PUNGO RIVER LIGHT APPROX. 1.4 KM 1444454.4 | EY3467| EY5596 WADE 2 RM 22.150 METERS 26205 | EY3467| EY3472 GRASSY APPROX. 3.9 KM 3435338.2 | EY3467|---------------------------------------------------------------------| EY3467 EY3467 SUPERSEDED SURVEY CONTROL EY3467 EY3467 NAD 27 - 35 23 33.80600(N) 076 34 31.88800(W) AD( ) 3 EY3467 EY3467.Superseded values are not recommended for survey control. EY3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3467.See file dsdata.txt to determine how the superseded data were derived. EY3467 EY3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5694817754(NAD 83) EY3467_MARKER: DS = TRIANGULATION STATION DISK EY3467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3467_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3467 EY3467 HISTORY - Date Condition Report By EY3467 HISTORY - 1914 MONUMENTED CGS EY3467 HISTORY - 1933 GOOD CGS EY3467 HISTORY - 1949 MARK NOT FOUND CGS EY3467 EY3467 STATION DESCRIPTION EY3467 EY3467'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3467'STATION IS ON THE WESTERN SIDE OF PUNGO RIVER, ABOUT 1/4 MILE EY3467'N OF THE EXTREME END OF WADE POINT, ON A FLAT SANDY POINT, EY3467'COVERED WITH UNDERBRUSH, WHICH PROJECTS OUT SLIGHTLY FROM THE EY3467'LINE OF WOODS, ABOUT 7 YARDS SW AND 8 YARDS NW FROM THE SHORE EY3467'LINE. EY3467' EY3467'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN EY3467'TILE AND CONCRETE. EY3467' EY3467'THE REFERENCE MARK IS BACK IN THE WOODS, 22.15 METERS (72.7 EY3467'FEET) FROM THE STATION S 82 DEG 05 MIN W. EY3467' EY3467'THE BEARING FROM THE STATION TO PUNGO RIVER LIGHT IS EY3467'S 35 DEG 15 MIN E. EY3467' EY3467'CURRITUCK POINT BEARS N 77 DEG E. EY3467 EY3467 STATION RECOVERY (1933) EY3467 EY3467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3467'THE STATION AND ONE REFERENCE MARK WERE FOUND AS DESCRIBED, IN EY3467'GOOD CONDITION. THE STATION IS AT THE EDGE OF THE WATER, AND EY3467'THE SHORE IS BEING CONSIDERABLY ERODED. EY3467' EY3467'A NEW STATION, EARP, WAS ESTABLISHED ABOUT 22 METERS INSHORE EY3467'FROM THE OLD ONE, TOGETHER WITH TWO NEW REFERENCE MARKS. FOR EY3467'TIE TO OLD STATION AND OLD REFERENCE MARK SEE DESCRIPTION OF EARP. EY3467 EY3467 STATION RECOVERY (1949) EY3467 EY3467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY3467'STATION AND REFERENCE MARKS LOST. EY3467' EY3467'CONSIDERABLE AREA EROSION HAS TAKEN PLACE ALONG THE SHORE IN EY3467'THIS AREA. THIS STATION WAS PROBABLY DESTROYED BY THE ACTION EY3467'OF THE WAVES AND THE REFERENCE MARK BY LOGGING OPERATIONS. EY3467' EY3467'A NEW STATION, EARP, WAS ESTABLISHED IN THIS VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3847 *********************************************************************** EY3847 DESIGNATION - WALKER EY3847 PID - EY3847 EY3847 STATE/COUNTY- NC/BEAUFORT EY3847 USGS QUAD - AURORA (1993) EY3847 EY3847 *CURRENT SURVEY CONTROL EY3847 ___________________________________________________________________ EY3847* NAD 83(1986)- 35 17 44.88536(N) 076 51 08.82127(W) ADJUSTED EY3847* NAVD 88 - 11.0 (meters) 36. (feet) VERTCON EY3847 ___________________________________________________________________ EY3847 LAPLACE CORR- -2.00 (seconds) DEFLEC99 EY3847 GEOID HEIGHT- -37.18 (meters) GEOID03 EY3847 EY3847 HORZ ORDER - SECOND EY3847 EY3847.The North Carolina HARNS have been completed but, EY3847.due to contractual restrictions, coordinates for these stations EY3847.will NOT be published in the near future. In the interim, the EY3847.published coordinates in North Carolina will not be EY3847.consistent with the Continuously Operating Reference Stations EY3847.(CORS). The HARN coordinates for these stations are available EY3847.upon request. Contact Gary Thompson(919-733-3836). EY3847. EY3847.In addition, the published North Carolina positions EY3847.(NAD 83 (1986)) are NOT consistent with those determined in EY3847.adjacent state readjustments. The discontinuity between stations EY3847.located in North Carolina and those in adjacent states EY3847.which have been adjusted to the HARN may be as much as 5 EY3847.decimeters. This will result in a significant loss of accuracy EY3847.over lines crossing such state borders. EY3847 EY3847 EY3847.The horizontal coordinates were established by classical geodetic methods EY3847.and adjusted by the National Geodetic Survey in July 1986. EY3847 EY3847.The NAVD 88 height was computed by applying the VERTCON shift value to EY3847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY3847 EY3847.The Laplace correction was computed from DEFLEC99 derived deflections. EY3847 EY3847.The geoid height was determined by GEOID03. EY3847 EY3847; North East Units Scale Factor Converg. EY3847;SPC NC - 173,588.292 804,898.908 MT 0.99987289 +1 14 22.2 EY3847;SPC NC - 569,514.25 2,640,739.17 sFT 0.99987289 +1 14 22.2 EY3847;UTM 18 - 3,907,420.747 331,561.580 MT 0.99994965 -1 04 14.1 EY3847 EY3847! - Elev Factor x Scale Factor = Combined Factor EY3847!SPC NC - 1.00000411 x 0.99987289 = 0.99987700 EY3847!UTM 18 - 1.00000411 x 0.99994965 = 0.99995376 EY3847 EY3847: Primary Azimuth Mark Grid Az EY3847:SPC NC - WATSON 074 03 50.0 EY3847:UTM 18 - WATSON 076 22 26.3 EY3847 EY3847|---------------------------------------------------------------------| EY3847| PID Reference Object Distance Geod. Az | EY3847| dddmmss.s | EY3847| EY3848 WATSON APPROX. 1.8 KM 0751812.2 | EY3847| EY3839 SIGN 258.995 METERS 30400 | EY3847|---------------------------------------------------------------------| EY3847 EY3847 SUPERSEDED SURVEY CONTROL EY3847 EY3847 NAD 27 - 35 17 44.25590(N) 076 51 10.07703(W) AD( ) 2 EY3847 NGVD 29 (07/19/86) 11.3 (m) 37. (f) VERT ANG EY3847 EY3847.Superseded values are not recommended for survey control. EY3847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3847.See file dsdata.txt to determine how the superseded data were derived. EY3847 EY3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3156207421(NAD 83) EY3847_MARKER: DE = TRAVERSE STATION DISK EY3847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3847_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3847_STAMPING: WALKER 1966 EY3847_MARK LOGO: NCGS EY3847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3847+STABILITY: SURFACE MOTION EY3847 EY3847 HISTORY - Date Condition Report By EY3847 HISTORY - 1966 MONUMENTED NCGS EY3847 EY3847 STATION DESCRIPTION EY3847 EY3847'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3847'WALKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3847'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3847' EY3847'WALKER IS 3.5 MILES W OF AURORA. AND 2.7 MILES SE OF EY3847'EDWARD. LOCATED 0.1 MILE E ALONG NC 33 FROM NC 306. 1.3 MILES W OF EY3847'SR 1937. ON S BANK OF NC 33 AT DIRT ROAD THAT HAS BEEN BLOCKED EY3847'OFF FROM NC 33. AND AT SE END OF GRAY WALKER TRAILER PARK. EY3847' EY3847'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3847'WALKER 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3847'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EY3847' EY3847'MARK IS EY3847' EY3847'56.2 FT S OF C/L OF NC 33 EY3847' EY3847'45.7 FT S OF YELLOW ARROW PAINTED ON NC 33 EY3847' EY3847'42.2 FT SE OF PP WITH ALUMINUM REF. TAG EY3847' EY3847'14.5 FT NW OF 12 INCH PINE WITH ALUMINUM REF. TAG EY3847' EY3847'11.0 FT S OF ROAD CLOSED SIGN WITH ALUMINUM REF. TAG EY3847' EY3847'67.9 FT E OF 8 INCH PINE WITH ALUMINUM REF. TAG EY3847' EY3847'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY0934 *********************************************************************** EY0934 DESIGNATION - WALLY EY0934 PID - EY0934 EY0934 STATE/COUNTY- NC/BEAUFORT EY0934 USGS QUAD - SOUTH CREEK (1993) EY0934 EY0934 *CURRENT SURVEY CONTROL EY0934 ___________________________________________________________________ EY0934* NAD 83(1986)- 35 16 16.74971(N) 076 38 53.85456(W) ADJUSTED EY0934* NAVD 88 - 1.046 (meters) 3.43 (feet) ADJUSTED EY0934 ___________________________________________________________________ EY0934 LAPLACE CORR- -0.51 (seconds) DEFLEC99 EY0934 GEOID HEIGHT- -37.32 (meters) GEOID03 EY0934 DYNAMIC HT - 1.045 (meters) 3.43 (feet) COMP EY0934 MODELED GRAV- 979,756.7 (mgal) NAVD 88 EY0934 EY0934 HORZ ORDER - SECOND EY0934 VERT ORDER - THIRD EY0934 EY0934.The North Carolina HARNS have been completed but, EY0934.due to contractual restrictions, coordinates for these stations EY0934.will NOT be published in the near future. In the interim, the EY0934.published coordinates in North Carolina will not be EY0934.consistent with the Continuously Operating Reference Stations EY0934.(CORS). The HARN coordinates for these stations are available EY0934.upon request. Contact Gary Thompson(919-733-3836). EY0934. EY0934.In addition, the published North Carolina positions EY0934.(NAD 83 (1986)) are NOT consistent with those determined in EY0934.adjacent state readjustments. The discontinuity between stations EY0934.located in North Carolina and those in adjacent states EY0934.which have been adjusted to the HARN may be as much as 5 EY0934.decimeters. This will result in a significant loss of accuracy EY0934.over lines crossing such state borders. EY0934 EY0934 EY0934.The horizontal coordinates were established by classical geodetic methods EY0934.and adjusted by the National Geodetic Survey in July 1986. EY0934 EY0934.The orthometric height was determined by differential leveling EY0934.and adjusted by the National Geodetic Survey in June 1991. EY0934 EY0934.The Laplace correction was computed from DEFLEC99 derived deflections. EY0934 EY0934.The geoid height was determined by GEOID03. EY0934 EY0934.The dynamic height is computed by dividing the NAVD 88 EY0934.geopotential number by the normal gravity value computed on the EY0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY0934.degrees latitude (g = 980.6199 gals.). EY0934 EY0934.The modeled gravity was interpolated from observed gravity values. EY0934 EY0934; North East Units Scale Factor Converg. EY0934;SPC NC - 171,293.946 823,525.948 MT 0.99987265 +1 21 26.4 EY0934;SPC NC - 561,986.89 2,701,851.38 sFT 0.99987265 +1 21 26.4 EY0934;UTM 18 - 3,904,377.458 350,081.761 MT 0.99987699 -0 57 07.1 EY0934 EY0934! - Elev Factor x Scale Factor = Combined Factor EY0934!SPC NC - 1.00000569 x 0.99987265 = 0.99987834 EY0934!UTM 18 - 1.00000569 x 0.99987699 = 0.99988268 EY0934 EY0934: Primary Azimuth Mark Grid Az EY0934:SPC NC - BEACON 35 039 40 59.1 EY0934:UTM 18 - BEACON 35 041 59 32.6 EY0934 EY0934|---------------------------------------------------------------------| EY0934| PID Reference Object Distance Geod. Az | EY0934| dddmmss.s | EY0934| EY3544 WALLY 2 20.818 METERS 00741 | EY0934| EY3476 BEACON 35 APPROX. 4.2 KM 0410225.5 | EY0934| EY5597 WALLY RM 1 30.925 METERS 05049 | EY0934| EY3543 WALLY RM 3 AZIMUTH 341.611 METERS 27433 | EY0934| EY5598 WALLY RM 2 30.620 METERS 32147 | EY0934|---------------------------------------------------------------------| EY0934 EY0934 SUPERSEDED SURVEY CONTROL EY0934 EY0934 NAD 27 - 35 16 16.13000(N) 076 38 55.10400(W) AD( ) 2 EY0934 NGVD 29 (??/??/92) 1.37 (m) 4.5 (f) COMPUTED 3 0 EY0934 EY0934.Superseded values are not recommended for survey control. EY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY0934.See file dsdata.txt to determine how the superseded data were derived. EY0934 EY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5008204377(NAD 83) EY0934_MARKER: DS = TRIANGULATION STATION DISK EY0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY0934_STAMPING: WALLY 1935 EY0934_MARK LOGO: CGS EY0934 EY0934 HISTORY - Date Condition Report By EY0934 HISTORY - 1935 MONUMENTED CGS EY0934 HISTORY - 1948 SEE DESCRIPTION CGS EY0934 EY0934 STATION DESCRIPTION EY0934 EY0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY0934'STATION IS 6-1/2 MILES ESE OF AURORA, ON PROPERTY OF MR. EY0934'GRIMES OF WASHINGTON. THE STATION MARK IS ON THE S SIDE OF EY0934'THE HIGHWAY ABOUT 18 FEET S OF S EDGE OF S GUTTER AND ABOUT 38 EY0934'FEET S OF CENTER OF ROAD AND ABOUT 185 FEET E OF WOODS ROAD EY0934'LEADING N OFF N SIDE OF HIGHWAY. EY0934' EY0934'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE EY0934'DISKS SET IN CONCRETE AS DESCRIBED. EY0934' EY0934'REFERENCE MARK NO. 1 IS NE OF STATION ON N SIDE OF HIGHWAY, EY0934'ABOUT 20 FEET N OF N EDGE OF N GUTTER AND ABOUT 40 FEET N OF EY0934'CENTER OF ROAD. EY0934' EY0934'REFERENCE MARK NO. 2 IS NW OF STATION ON N SIDE OF HIGHWAY, EY0934'ABOUT 30 FEET N OF N EDGE OF N GUTTER AND ABOUT 50 FEET N OF EY0934'CENTER OF ROAD. EY0934' EY0934'REFERENCE MARK NO. 3 (AZMIUTH MARK), IS W OF STATION ON N EY0934'SIDE OF HIGHWAY, ABOUT 7 FEET N OF N EDGE OF N GUTTER AND EY0934'ABOUT 25 FEET N OF CENTER OF HIGHWAY, AND ABOUT 18 FEET W OF EY0934'CENTER OF WOODS ROAD LEADING N OFF N SIDE OF HIGHWAY. EY0934' EY0934'TO REACH FROM AURORA, PROCEED E ACROSS SOUTH CREEK BRIDGE EY0934'TO FORK IN ROADS AT 0.8 MILE AND TURN RIGHT, AT 1.1 MILES EY0934'TAKE LEFT AT SIGN CAMPBELLS CREEK 4-1/2 MILES, AT 5.6 MILES EY0934'TAKE RIGHT AT JONES STORE, AT 5.9 MILES KEEP LEFT AT SIGN EY0934'HOBUCKEN 8 MILES, AND AT 8.7 MILES REACH STATION ON RIGHT. EY0934' EY0934'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS. EY0934 EY0934 STATION RECOVERY (1948) EY0934 EY0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY0934'STATION AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN GOOD EY0934'CONDITION. CONSTRUCTION OF A NEW ROAD NECESSITATED REMOVAL OF EY0934'STATION AND AZIMUTH MARK (R.M. 3). THE STATION AND THE EY0934'AZIMUTH MARK WERE DESTROYED BY THE FIELD PARTY AND A NEW EY0934'STATION, WALLY 2 1948, AND AZIMUTH MARK WERE ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3544 *********************************************************************** EY3544 DESIGNATION - WALLY 2 EY3544 PID - EY3544 EY3544 STATE/COUNTY- NC/BEAUFORT EY3544 USGS QUAD - SOUTH CREEK (1993) EY3544 EY3544 *CURRENT SURVEY CONTROL EY3544 ___________________________________________________________________ EY3544* NAD 83(1986)- 35 16 17.41915(N) 076 38 53.74440(W) ADJUSTED EY3544* NAVD 88 - 1.012 (meters) 3.32 (feet) ADJUSTED EY3544 ___________________________________________________________________ EY3544 LAPLACE CORR- -0.51 (seconds) DEFLEC99 EY3544 GEOID HEIGHT- -37.32 (meters) GEOID03 EY3544 DYNAMIC HT - 1.012 (meters) 3.32 (feet) COMP EY3544 MODELED GRAV- 979,756.7 (mgal) NAVD 88 EY3544 EY3544 HORZ ORDER - SECOND EY3544 VERT ORDER - SECOND CLASS II EY3544 EY3544.The North Carolina HARNS have been completed but, EY3544.due to contractual restrictions, coordinates for these stations EY3544.will NOT be published in the near future. In the interim, the EY3544.published coordinates in North Carolina will not be EY3544.consistent with the Continuously Operating Reference Stations EY3544.(CORS). The HARN coordinates for these stations are available EY3544.upon request. Contact Gary Thompson(919-733-3836). EY3544. EY3544.In addition, the published North Carolina positions EY3544.(NAD 83 (1986)) are NOT consistent with those determined in EY3544.adjacent state readjustments. The discontinuity between stations EY3544.located in North Carolina and those in adjacent states EY3544.which have been adjusted to the HARN may be as much as 5 EY3544.decimeters. This will result in a significant loss of accuracy EY3544.over lines crossing such state borders. EY3544 EY3544 EY3544.The horizontal coordinates were established by classical geodetic methods EY3544.and adjusted by the National Geodetic Survey in July 1986. EY3544 EY3544.The orthometric height was determined by differential leveling EY3544.and adjusted by the National Geodetic Survey in June 1998. EY3544 EY3544.The Laplace correction was computed from DEFLEC99 derived deflections. EY3544 EY3544.The geoid height was determined by GEOID03. EY3544 EY3544.The dynamic height is computed by dividing the NAVD 88 EY3544.geopotential number by the normal gravity value computed on the EY3544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3544.degrees latitude (g = 980.6199 gals.). EY3544 EY3544.The modeled gravity was interpolated from observed gravity values. EY3544 EY3544; North East Units Scale Factor Converg. EY3544;SPC NC - 171,314.634 823,528.242 MT 0.99987265 +1 21 26.5 EY3544;SPC NC - 562,054.76 2,701,858.91 sFT 0.99987265 +1 21 26.5 EY3544;UTM 18 - 3,904,398.037 350,084.887 MT 0.99987698 -0 57 07.1 EY3544 EY3544! - Elev Factor x Scale Factor = Combined Factor EY3544!SPC NC - 1.00000570 x 0.99987265 = 0.99987835 EY3544!UTM 18 - 1.00000570 x 0.99987698 = 0.99988268 EY3544 EY3544: Primary Azimuth Mark Grid Az EY3544:SPC NC - WALLY 2 AZ MK 270 12 13.1 EY3544:UTM 18 - WALLY 2 AZ MK 272 30 46.7 EY3544 EY3544|---------------------------------------------------------------------| EY3544| PID Reference Object Distance Geod. Az | EY3544| dddmmss.s | EY3544| EY5597 WALLY RM 1 21.223 METERS 09256 | EY3544| EY0934 WALLY 20.818 METERS 18741 | EY3544| EY3543 WALLY RM 3 AZIMUTH 343.378 METERS 27105 | EY3544| EY5599 WALLY 2 AZ MK 2713339.6 | EY3544| EY5598 WALLY RM 2 22.007 METERS 27858 | EY3544|---------------------------------------------------------------------| EY3544 EY3544 SUPERSEDED SURVEY CONTROL EY3544 EY3544 NAD 27 - 35 16 16.79900(N) 076 38 54.99400(W) AD( ) 2 EY3544 NGVD 29 (04/29/98) 1.35 (m) 4.4 (f) LEVELING 3 EY3544 EY3544.Superseded values are not recommended for survey control. EY3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3544.See file dsdata.txt to determine how the superseded data were derived. EY3544 EY3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5008504398(NAD 83) EY3544_MARKER: DS = TRIANGULATION STATION DISK EY3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3544_STAMPING: WALLY 2 1948 EY3544_MARK LOGO: CGS EY3544_MAGNETIC: O = OTHER; SEE DESCRIPTION EY3544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3544+STABILITY: SURFACE MOTION EY3544 EY3544 HISTORY - Date Condition Report By EY3544 HISTORY - 1948 MONUMENTED CGS EY3544 HISTORY - 1949 GOOD CGS EY3544 HISTORY - 1964 GOOD CGS EY3544 HISTORY - 19830101 GOOD NCGS EY3544 EY3544 STATION DESCRIPTION EY3544 EY3544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3544'STATION IS LOCATED 6-1/2 MILES ESE OF AURORA, 35.0 FEET N OF EY3544'THE CENTER LINE OF THE HIGHWAY, IN A GROWTH OF SCATTERED PINE TREES. EY3544' EY3544'STATION MARK IS A BRONZE STATION DISK, STAMPED WALLY 2 1948, EY3544'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT 36 INCHES EY3544'DEEP AND PROJECTING 4 INCHES ABOVE THE GROUND. UNDERGROUND EY3544'MARK IS A BRONZE STATION DISK SET IN CONCRETE. EY3544' EY3544'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN EY3544'CONCRETE. IT IS E OF THE STATION AND 40.0 FEET N OF THE CENTER EY3544'LINE OF THE HIGHWAY. EY3544' EY3544'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN EY3544'CONCRETE. IT IS W OF THE STATION AND 35 FEET N OF THE CENTER EY3544'LINE OF THE HIGHWAY. EY3544' EY3544'REFERENCE MARK 4 (AZ. MK.) IS A BRONZE REFERENCE DISK, STAMPED EY3544'WALLY 2 1948 AZIMUTH, SET IN THE TOP OF A 10-INCH ROUND EY3544'CONCRETE MONUMENT 36 INCHES DEEP AND PROJECTING 4 INCHES ABOVE EY3544'THE GROUND. IT IS W OF THE STATION, 35 FEET N OF THE CENTER EY3544'LINE OF THE HIGHWAY, AND ABOUT 18 FEET W OF THE CENTER LINE EY3544'OF A WOODS ROAD LEADING N FROM THE HIGHWAY. EY3544' EY3544'TO REACH FROM AURORA, PROCEED E ACROSS SOUTH CREEK BRIDGE TO EY3544'FORK IN ROADS AT 0.8 MILE AND TURN RIGHT. AT 1.1 MILES TAKE EY3544'LEFT TURN AT SIGN CAMPBELLS CREEK 4-1/2 MILES. AT 5.6 MILES EY3544'TAKE RIGHT TURN AT JONES STORE. AT 5.9 MILES KEEP LEFT AT EY3544'SIGN HOBUCKEN 8 MILES. AND AT 8.7 MILES REACH STATION ON RIGHT. EY3544' EY3544'NOTE--SINCE THIS PARTY WILL BE OPERATING IN THIS AREA FOR EY3544'SEVERAL MONTHS AND IT WILL BE NECESSARY TO REVISIT THIS STATION, EY3544'A COMPLETE UP-TO-DATE DESCRIPTION WILL BE WRITTEN AFTER THE EY3544'ROAD CONSTRUCTION IS COMPLETE. EY3544 EY3544 STATION RECOVERY (1949) EY3544 EY3544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3544'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD EY3544'CONDITION. REFERENCE MARK 4 (AZIMUTH MARK) HAS BEEN EY3544'DESTROYED. DISTANCES FROM THE STATION TO THE REFERENCE MARKS EY3544'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE EY3544'CORRECT. ALTHOUGH THE AURORA-HOBUCKEN ROAD IS STILL UNDER EY3544'CONSTRUCTION, THAT PORTION OF IT IN THE VICINITY OF THE STATION EY3544'IS COMPLETE. A NEW DESCRIPTION OF THE STATION FOLLOWS-- EY3544' EY3544'STATION IS LOCATED ABOUT 8.7 MILES ESE OF AURORA, 35.0 FEET EY3544'N OF THE CENTER LINE OF THE AURORA-HOBUCKEN ROAD, 358.0 FEET W EY3544'OF THE CENTER LINE OF THE ROAD AND CULVERT (2-36 INCH TILE) EY3544'OVER CARIE CREEK TO CENTER LINE OF ROAD OPPOSITE THE EY3544'STATION. THE STATION IS IN A GROWTH OF SCATTERED PINE TREES. EY3544' EY3544'STATION MARK IS A BRONZE STATION DISK, STAMPED WALLY 2 1948, EY3544'AND SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT 36 EY3544'INCHES DEEP PROJECTING 4 INCHES ABOVE THE GROUND. EY3544' EY3544'REFERENCE MARK 1 IS LOCATED 21.223 METERS E OF THE STATION EY3544'AND 35.0 FEET N OF THE CENTER LINE OF THE ROAD. IT IS A EY3544'BRONZE REFERENCE DISK, STAMPED WALLY 2 R M 1 1935 48 AND SET EY3544'IN CONCRETE. EY3544' EY3544'REFERENCE MARK 2 IS LOCATED 22.007 METERS W OF THE STATION EY3544'AND 35.0 FEET N OF THE CENTER LINE OF THE ROAD. IT IS A BRONZE EY3544'REFERENCE DISK, STAMPED WALLY 2 R M 1 1935 48, AND SET IN CONCRETE. EY3544' EY3544'TO REACH THE STATION FROM THE E END OF CONCRETE BRIDGE OVER EY3544'SOUTH CREEK AT AURORA, PROCEED E ALONG THE AURORA-HOBUCKEN EY3544'ROAD 8.7 MILES TO STATION ON RIGHT. EY3544 EY3544 STATION RECOVERY (1964) EY3544 EY3544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY3544'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1949 AND FOUND EY3544'TO BE IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS FOUND LYING EY3544'ON TOP OF THE GROUND AND THE DISK WAS RECLAIMED AT THIS EY3544'TIME. ALTHOUGH A THOROUGH SEARCH WAS MADE NO TRACE OF EY3544'REFERENCE MARK NO. 1 COULD BE FOUND. THE ORIGINAL DESCRIPTION EY3544'IS ADEQUATE EXCEPT THE TO REACH STATION DESCRIPTION SHOULD EY3544'READ FROM THE EAST END OF THE CONCRETE BRIDGE OVER SOUTH CREEK EY3544'AT AURORA GO EAST ON STATE HIGHWAY 33 FOR 7.7 MILES TO THE EY3544'STATION ON THE LEFT OR NORTH SIDE OF ROAD AS DESCRIBED. EY3544 EY3544 STATION RECOVERY (1983) EY3544 EY3544'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3544'RECOVERED IN GOOD CONDITION. MARK IS ABOUT 1.5 KM (0.95 MI) NORTHWEST EY3544'OF THE SMITHS CREEK BRIDGE, AND IS LOCATED 11.1 M (36.4 FT) NORTH OF EY3544'THE CENTERLINE OF NC 33--AND 1.8 M (5.9 FT) SOUTH OF AN 8-INCH PINE, EY3544'2.4 M (7.9 FT) SOUTHWEST OF A 12-INCH PINE, 17.2 M (56.4 FT) EY3544'WEST-NORTHWEST OF A BRACE POLE, 25.6 M (84.0 FT) NORTH-NORTHWEST OF A EY3544'POWER POLE--ALL FOUR WITH REFERENCE TAGS. MARK PROJECTS 2 INCHES ABOVE EY3544'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3543 *********************************************************************** EY3543 DESIGNATION - WALLY RM 3 AZIMUTH EY3543 PID - EY3543 EY3543 STATE/COUNTY- NC/BEAUFORT EY3543 USGS QUAD - SOUTH CREEK (1993) EY3543 EY3543 *CURRENT SURVEY CONTROL EY3543 ___________________________________________________________________ EY3543* NAD 83(1986)- 35 16 17.62994(N) 076 39 07.32830(W) ADJUSTED EY3543* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3543 ___________________________________________________________________ EY3543 LAPLACE CORR- -0.49 (seconds) DEFLEC99 EY3543 GEOID HEIGHT- -37.32 (meters) GEOID03 EY3543 EY3543 HORZ ORDER - THIRD EY3543 EY3543.The North Carolina HARNS have been completed but, EY3543.due to contractual restrictions, coordinates for these stations EY3543.will NOT be published in the near future. In the interim, the EY3543.published coordinates in North Carolina will not be EY3543.consistent with the Continuously Operating Reference Stations EY3543.(CORS). The HARN coordinates for these stations are available EY3543.upon request. Contact Gary Thompson(919-733-3836). EY3543. EY3543.In addition, the published North Carolina positions EY3543.(NAD 83 (1986)) are NOT consistent with those determined in EY3543.adjacent state readjustments. The discontinuity between stations EY3543.located in North Carolina and those in adjacent states EY3543.which have been adjusted to the HARN may be as much as 5 EY3543.decimeters. This will result in a significant loss of accuracy EY3543.over lines crossing such state borders. EY3543 EY3543 EY3543.The horizontal coordinates were established by classical geodetic methods EY3543.and adjusted by the National Geodetic Survey in July 1986. EY3543 EY3543.The orthometric height was scaled from a topographic map. EY3543 EY3543.The Laplace correction was computed from DEFLEC99 derived deflections. EY3543 EY3543.The geoid height was determined by GEOID03. EY3543 EY3543; North East Units Scale Factor Converg. EY3543;SPC NC - 171,313.003 823,184.912 MT 0.99987265 +1 21 18.6 EY3543;SPC NC - 562,049.41 2,700,732.50 sFT 0.99987265 +1 21 18.6 EY3543;UTM 18 - 3,904,410.242 349,741.769 MT 0.99987825 -0 57 14.9 EY3543 EY3543! - Elev Factor x Scale Factor = Combined Factor EY3543!SPC NC - 1.00000575 x 0.99987265 = 0.99987840 EY3543!UTM 18 - 1.00000575 x 0.99987825 = 0.99988400 EY3543 EY3543|---------------------------------------------------------------------| EY3543| PID Reference Object Distance Geod. Az | EY3543| dddmmss.s | EY3543| EY3544 WALLY 2 343.378 METERS 09105 | EY3543| EY0934 WALLY 341.611 METERS 09433 | EY3543|---------------------------------------------------------------------| EY3543 EY3543 SUPERSEDED SURVEY CONTROL EY3543 EY3543 NAD 27 - 35 16 17.01000(N) 076 39 08.57900(W) AD( ) 3 EY3543 EY3543.Superseded values are not recommended for survey control. EY3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3543.See file dsdata.txt to determine how the superseded data were derived. EY3543 EY3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4974204410(NAD 83) EY3543_MARKER: DR = REFERENCE MARK DISK EY3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3543_STAMPING: WALLY NO 3 1935 EY3543_MARK LOGO: CGS EY3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3543+STABILITY: SURFACE MOTION EY3543 EY3543 HISTORY - Date Condition Report By EY3543 HISTORY - 1935 MONUMENTED CGS EY3543 EY3543 STATION DESCRIPTION EY3543 EY3543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EY3543'STATION IS 6-1/2 MILES ESE OF AURORA, ON PROPERTY OF MR. EY3543'GRIMES OF WASHINGTON. STATION WALLY IS ON THE S SIDE OF EY3543'THE HIGHWAY ABOUT 18 FEET S OF S EDGE OF S GUTTER AND ABOUT 38 EY3543'FEET S OF CENTER OF ROAD AND ABOUT 185 FEET E OF WOODS ROAD EY3543'LEADING N OFF N SIDE OF HIGHWAY. EY3543' EY3543'THE STATION MARK IS W OF STATION WALLY ON N EY3543'SIDE OF HIGHWAY, ABOUT 7 FEET N OF N EDGE OF N GUTTER AND EY3543'ABOUT 25 FEET N OF CENTER OF HIGHWAY, AND ABOUT 18 FEET W OF EY3543'CENTER OF WOODS ROAD LEADING N OFF N SIDE OF HIGHWAY. EY3543' EY3543'TO REACH FROM AURORA, PROCEED E ACROSS SOUTH CREEK BRIDGE EY3543'TO FORK IN ROADS AT 0.8 MILE AND TURN RIGHT, AT 1.1 MILES EY3543'TAKE LEFT AT SIGN CAMPBELLS CREEK 4-1/2 MILES, AT 5.6 MILES EY3543'TAKE RIGHT AT JONES STORE, AT 5.9 MILES KEEP LEFT AT SIGN EY3543'HOBUCKEN 8 MILES, AND AT 8.7 MILES REACH STATION WALLY ON RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4121 *********************************************************************** EY4121 DESIGNATION - WALNUT EY4121 PID - EY4121 EY4121 STATE/COUNTY- NC/BEAUFORT EY4121 USGS QUAD - BUNYAN (1974) EY4121 EY4121 *CURRENT SURVEY CONTROL EY4121 ___________________________________________________________________ EY4121* NAD 83(1986)- 35 31 45.21311(N) 076 57 11.92024(W) ADJUSTED EY4121* NAVD 88 - 10.565 (meters) 34.66 (feet) ADJUSTED EY4121 ___________________________________________________________________ EY4121 LAPLACE CORR- -1.91 (seconds) DEFLEC99 EY4121 GEOID HEIGHT- -36.77 (meters) GEOID03 EY4121 DYNAMIC HT - 10.556 (meters) 34.63 (feet) COMP EY4121 MODELED GRAV- 979,761.6 (mgal) NAVD 88 EY4121 EY4121 HORZ ORDER - SECOND EY4121 VERT ORDER - SECOND CLASS II EY4121 EY4121.The North Carolina HARNS have been completed but, EY4121.due to contractual restrictions, coordinates for these stations EY4121.will NOT be published in the near future. In the interim, the EY4121.published coordinates in North Carolina will not be EY4121.consistent with the Continuously Operating Reference Stations EY4121.(CORS). The HARN coordinates for these stations are available EY4121.upon request. Contact Gary Thompson(919-733-3836). EY4121. EY4121.In addition, the published North Carolina positions EY4121.(NAD 83 (1986)) are NOT consistent with those determined in EY4121.adjacent state readjustments. The discontinuity between stations EY4121.located in North Carolina and those in adjacent states EY4121.which have been adjusted to the HARN may be as much as 5 EY4121.decimeters. This will result in a significant loss of accuracy EY4121.over lines crossing such state borders. EY4121 EY4121 EY4121.The horizontal coordinates were established by classical geodetic methods EY4121.and adjusted by the National Geodetic Survey in July 1998. EY4121 EY4121.The orthometric height was determined by differential leveling EY4121.and adjusted by the National Geodetic Survey in June 1991. EY4121 EY4121.The Laplace correction was computed from DEFLEC99 derived deflections. EY4121 EY4121.The geoid height was determined by GEOID03. EY4121 EY4121.The dynamic height is computed by dividing the NAVD 88 EY4121.geopotential number by the normal gravity value computed on the EY4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4121.degrees latitude (g = 980.6199 gals.). EY4121 EY4121.The modeled gravity was interpolated from observed gravity values. EY4121 EY4121; North East Units Scale Factor Converg. EY4121;SPC NC - 199,283.843 795,194.134 MT 0.99988428 +1 10 52.6 EY4121;SPC NC - 653,817.07 2,608,899.42 sFT 0.99988428 +1 10 52.6 EY4121;UTM 18 - 3,933,489.449 322,901.114 MT 0.99998651 -1 08 07.4 EY4121 EY4121! - Elev Factor x Scale Factor = Combined Factor EY4121!SPC NC - 1.00000411 x 0.99988428 = 0.99988839 EY4121!UTM 18 - 1.00000411 x 0.99998651 = 0.99999062 EY4121 EY4121 SUPERSEDED SURVEY CONTROL EY4121 EY4121 NAVD 88 (07/14/98) 10.56 (m) 34.6 (f) LEVELING 3 EY4121 EY4121.Superseded values are not recommended for survey control. EY4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4121.See file dsdata.txt to determine how the superseded data were derived. EY4121 EY4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2290133489(NAD 83) EY4121_MARKER: DE = TRAVERSE STATION DISK EY4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4121_SP_SET: CONCRETE POST EY4121_STAMPING: WALNUT 1982 EY4121_MARK LOGO: NCGS EY4121_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4121+STABILITY: SURFACE MOTION EY4121 EY4121 HISTORY - Date Condition Report By EY4121 HISTORY - 1982 MONUMENTED NCGS EY4121 HISTORY - 19870829 GOOD USPSQD EY4121 HISTORY - 1989 GOOD USPSQD EY4121 HISTORY - 19971229 SEE DESCRIPTION NCGS EY4121 EY4121 STATION DESCRIPTION EY4121 EY4121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4121'9.7 KM (6.0 MI) ESE FROM WASHINGTON. EY4121'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) EAST-SOUTHEAST OF EY4121'WASHINGTON AND 27.5 KM (17.1 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US EY4121'264 FOR 10.1 KM (6.25 MI) EAST FROM THE INTERSECTION WITH US 17 (IN EY4121'WASHINGTON), OR 0.4 KM (0.25 MI) WEST FROM THE INTERSECTION WITH NC EY4121'32, IN THE SOUTH SHOULDER, ON THE EAST SIDE OF THE DRIVE TO THE EY4121'WALNUT SHOP. THE STATION IS A STANDARD NCGS DISK STAMPED---WALNUT EY4121'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EY4121'DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED 6.6 METERS (21.8 FT) EY4121'SOUTHWEST OF THE CENTERLINE OF US 264, 24.8 METERS (81.4 FT) EY4121'NORTHWEST OF THE WEST END OF A CONCRETE DRIVEWAY CULVERT--AND 7.7 EY4121'METERS (25.4 FT) NORTH OF AN 18-INCH PINE, 22.0 METERS (72.0 FT) EY4121'NORTHWEST OF A POWER POLE (271), AND 27.1 METERS (89.0 FT) EAST OF A EY4121'POWER POLE--ALL THREE WITH REFERENCE TAGS. EY4121 EY4121 STATION RECOVERY (1987) EY4121 EY4121'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY4121'RECOVERED IN GOOD CONDITION. EY4121 EY4121 STATION RECOVERY (1989) EY4121 EY4121'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY4121'RECOVERED IN GOOD CONDITION. EY4121 EY4121 STATION RECOVERY (1997) EY4121 EY4121'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EJH) EY4121'MARK WAS SEARCHED FOR BUT NOT FOUND-REFERENCES FALL UNDER ASPHALT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2165 *********************************************************************** EY2165 DESIGNATION - WASHINGTON ACLRR BRIDGE CEN LT EY2165 PID - EY2165 EY2165 STATE/COUNTY- NC/BEAUFORT EY2165 USGS QUAD - WASHINGTON (1983) EY2165 EY2165 *CURRENT SURVEY CONTROL EY2165 ___________________________________________________________________ EY2165* NAD 83(1986)- 35 32 44.40159(N) 077 04 14.02664(W) ADJUSTED EY2165* NAVD 88 - EY2165 ___________________________________________________________________ EY2165 LAPLACE CORR- -2.28 (seconds) DEFLEC99 EY2165 GEOID HEIGHT- -36.60 (meters) GEOID03 EY2165 EY2165 HORZ ORDER - THIRD EY2165 EY2165.The North Carolina HARNS have been completed but, EY2165.due to contractual restrictions, coordinates for these stations EY2165.will NOT be published in the near future. In the interim, the EY2165.published coordinates in North Carolina will not be EY2165.consistent with the Continuously Operating Reference Stations EY2165.(CORS). The HARN coordinates for these stations are available EY2165.upon request. Contact Gary Thompson(919-733-3836). EY2165. EY2165.In addition, the published North Carolina positions EY2165.(NAD 83 (1986)) are NOT consistent with those determined in EY2165.adjacent state readjustments. The discontinuity between stations EY2165.located in North Carolina and those in adjacent states EY2165.which have been adjusted to the HARN may be as much as 5 EY2165.decimeters. This will result in a significant loss of accuracy EY2165.over lines crossing such state borders. EY2165 EY2165 EY2165.The horizontal coordinates were established by classical geodetic methods EY2165.and adjusted by the National Geodetic Survey in July 1986. EY2165 EY2165 EY2165.The Laplace correction was computed from DEFLEC99 derived deflections. EY2165 EY2165.The geoid height was determined by GEOID03. EY2165 EY2165; North East Units Scale Factor Converg. EY2165;SPC NC - 200,894.519 784,527.721 MT 0.99988570 +1 06 49.0 EY2165;SPC NC - 659,101.43 2,573,904.70 sFT 0.99988570 +1 06 49.0 EY2165;UTM 18 - 3,935,530.323 312,307.219 MT 1.00003414 -1 12 14.7 EY2165 EY2165 SUPERSEDED SURVEY CONTROL EY2165 EY2165 NAD 27 - 35 32 43.82300(N) 077 04 15.19900(W) AD( ) 3 EY2165 EY2165.Superseded values are not recommended for survey control. EY2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2165.See file dsdata.txt to determine how the superseded data were derived. EY2165 EY2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1230735530(NAD 83) EY2165 EY2165 HISTORY - Date Condition Report By EY2165 HISTORY - 1935 FIRST OBSERVED CGS EY2165 HISTORY - 1949 GOOD CGS EY2165 EY2165 STATION DESCRIPTION EY2165 EY2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2165'THIS LIGHT IS LOCATED AT THE CENTER AND ON TOP OF THE DRAWSPAN EY2165'OF THE ATLANTIC COAST LINE RAILROAD BRIDGE IN WASHINGTON, EY2165'NORTH CAROLINA. EY2165' EY2165'STATION WAS UNOCCUPIED. EY2165 EY2165 STATION RECOVERY (1949) EY2165 EY2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2165'STATION RECOVERED AS DESCRIBED. THE ORIGINAL LIGHT IS STILL EY2165'IN PLACE AND IN GOOD CONDITION. DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2166 *********************************************************************** EY2166 DESIGNATION - WASHINGTON BRICK STACK EY2166 PID - EY2166 EY2166 STATE/COUNTY- NC/BEAUFORT EY2166 USGS QUAD - WASHINGTON (1983) EY2166 EY2166 *CURRENT SURVEY CONTROL EY2166 ___________________________________________________________________ EY2166* NAD 83(1986)- 35 33 19.65632(N) 077 04 16.60585(W) ADJUSTED EY2166* NAVD 88 - EY2166 ___________________________________________________________________ EY2166 LAPLACE CORR- -2.35 (seconds) DEFLEC99 EY2166 GEOID HEIGHT- -36.59 (meters) GEOID03 EY2166 EY2166 HORZ ORDER - THIRD EY2166 EY2166.The North Carolina HARNS have been completed but, EY2166.due to contractual restrictions, coordinates for these stations EY2166.will NOT be published in the near future. In the interim, the EY2166.published coordinates in North Carolina will not be EY2166.consistent with the Continuously Operating Reference Stations EY2166.(CORS). The HARN coordinates for these stations are available EY2166.upon request. Contact Gary Thompson(919-733-3836). EY2166. EY2166.In addition, the published North Carolina positions EY2166.(NAD 83 (1986)) are NOT consistent with those determined in EY2166.adjacent state readjustments. The discontinuity between stations EY2166.located in North Carolina and those in adjacent states EY2166.which have been adjusted to the HARN may be as much as 5 EY2166.decimeters. This will result in a significant loss of accuracy EY2166.over lines crossing such state borders. EY2166 EY2166 EY2166.The horizontal coordinates were established by classical geodetic methods EY2166.and adjusted by the National Geodetic Survey in July 1986. EY2166 EY2166 EY2166.The Laplace correction was computed from DEFLEC99 derived deflections. EY2166 EY2166.The geoid height was determined by GEOID03. EY2166 EY2166; North East Units Scale Factor Converg. EY2166;SPC NC - 201,979.466 784,441.668 MT 0.99988659 +1 06 47.5 EY2166;SPC NC - 662,660.96 2,573,622.37 sFT 0.99988659 +1 06 47.5 EY2166;UTM 18 - 3,936,618.023 312,265.109 MT 1.00003434 -1 12 17.2 EY2166 EY2166 SUPERSEDED SURVEY CONTROL EY2166 EY2166 NAD 27 - 35 33 19.07100(N) 077 04 17.77400(W) AD( ) 3 EY2166 EY2166.Superseded values are not recommended for survey control. EY2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2166.See file dsdata.txt to determine how the superseded data were derived. EY2166 EY2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1226536618(NAD 83) EY2166_MARKER: 63 = STACK EY2166 EY2166 HISTORY - Date Condition Report By EY2166 HISTORY - 1931 FIRST OBSERVED CGS EY2166 HISTORY - 1948 GOOD CGS EY2166 HISTORY - 1967 GOOD USE EY2166 HISTORY - 1983 GOOD USPSQD EY2166 HISTORY - 1985 POOR USPSQD EY2166 HISTORY - 19870211 GOOD USPSQD EY2166 HISTORY - 19910504 MARK NOT FOUND USPSQD EY2166 HISTORY - 20030307 MARK NOT FOUND USPSQD EY2166 HISTORY - 20040327 MARK NOT FOUND USPSQD EY2166 EY2166 STATION DESCRIPTION EY2166 EY2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2166'THIS IS THE SMALLEST OF TWO BRICK STACKS AT THE UTILITIES COMMISSION EY2166'POWER PLANT JUST W OF TOWN. THE STACK IS 125 FEET HIGH. A NEW STACK EY2166'225 FEET HIGH HAS BEEN BUILT AT THE NE END OF THE BUILDING. EY2166 EY2166 STATION RECOVERY (1967) EY2166 EY2166'RECOVERY NOTE BY US ENGINEERS 1967 EY2166'STATION IS THE SMALLEST OF 2 BRICK STACKS AT THE UTILITIES COMMISSION EY2166'POWER PLANT OF WASHINGTON. LOCATED JUST W OF TOWN LIMITS ALONG EY2166'PLYMOUTH ST. EY2166 EY2166 STATION RECOVERY (1983) EY2166 EY2166'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2166'STATION RECOVERED GOOD. EY2166' EY2166'PREVIOUS DESCRIPTION ADEQUATE. EY2166' EY2166'NOTE--NEW STACK 225 FT TALL IS MUCH MORE PROMINANT-CAN BE SEEN EY2166'9 MI TO SE DOWN PAMLICO RIVER. EY2166 EY2166 STATION RECOVERY (1985) EY2166 EY2166'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2166'MARK RECOVERED IN POOR CONDITION. EY2166 EY2166 STATION RECOVERY (1987) EY2166 EY2166'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2166'RECOVERED IN GOOD CONDITION. EY2166 EY2166 STATION RECOVERY (1991) EY2166 EY2166'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY2166'MARK NOT FOUND. EY2166 EY2166 STATION RECOVERY (2003) EY2166 EY2166'RECOVERY NOTE BY US POWER SQUADRON 2003 EY2166'BRICK STACKS HAVE BEEN TORN DOWN. EY2166 EY2166 STATION RECOVERY (2004) EY2166 EY2166'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2166'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2169 *********************************************************************** EY2169 DESIGNATION - WASHINGTON EPIS CHURCH SPIRE EY2169 PID - EY2169 EY2169 STATE/COUNTY- NC/BEAUFORT EY2169 USGS QUAD - WASHINGTON (1983) EY2169 EY2169 *CURRENT SURVEY CONTROL EY2169 ___________________________________________________________________ EY2169* NAD 83(1986)- 35 32 29.97908(N) 077 03 12.10328(W) ADJUSTED EY2169* NAVD 88 - EY2169 ___________________________________________________________________ EY2169 LAPLACE CORR- -1.95 (seconds) DEFLEC99 EY2169 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2169 EY2169 HORZ ORDER - THIRD EY2169 EY2169.The North Carolina HARNS have been completed but, EY2169.due to contractual restrictions, coordinates for these stations EY2169.will NOT be published in the near future. In the interim, the EY2169.published coordinates in North Carolina will not be EY2169.consistent with the Continuously Operating Reference Stations EY2169.(CORS). The HARN coordinates for these stations are available EY2169.upon request. Contact Gary Thompson(919-733-3836). EY2169. EY2169.In addition, the published North Carolina positions EY2169.(NAD 83 (1986)) are NOT consistent with those determined in EY2169.adjacent state readjustments. The discontinuity between stations EY2169.located in North Carolina and those in adjacent states EY2169.which have been adjusted to the HARN may be as much as 5 EY2169.decimeters. This will result in a significant loss of accuracy EY2169.over lines crossing such state borders. EY2169 EY2169 EY2169.The horizontal coordinates were established by classical geodetic methods EY2169.and adjusted by the National Geodetic Survey in July 1986. EY2169 EY2169 EY2169.The Laplace correction was computed from DEFLEC99 derived deflections. EY2169 EY2169.The geoid height was determined by GEOID03. EY2169 EY2169; North East Units Scale Factor Converg. EY2169;SPC NC - 200,480.605 786,095.707 MT 0.99988535 +1 07 24.7 EY2169;SPC NC - 657,743.45 2,579,049.00 sFT 0.99988535 +1 07 24.7 EY2169;UTM 18 - 3,935,053.271 313,857.409 MT 1.00002700 -1 11 38.2 EY2169 EY2169 SUPERSEDED SURVEY CONTROL EY2169 EY2169 NAD 27 - 35 32 29.40300(N) 077 03 13.27300(W) AD( ) 3 EY2169 EY2169.Superseded values are not recommended for survey control. EY2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2169.See file dsdata.txt to determine how the superseded data were derived. EY2169 EY2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1385735053(NAD 83) EY2169_MARKER: 90 = CHURCH SPIRE EY2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2169+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2169 EY2169 HISTORY - Date Condition Report By EY2169 HISTORY - 1914 FIRST OBSERVED CGS EY2169 HISTORY - 1967 GOOD USE EY2169 HISTORY - 1983 GOOD USPSQD EY2169 HISTORY - 1985 GOOD USPSQD EY2169 HISTORY - 19870211 GOOD USPSQD EY2169 HISTORY - 19910331 GOOD USPSQD EY2169 HISTORY - 19980207 GOOD USPSQD EY2169 HISTORY - 20030220 GOOD USPSQD EY2169 HISTORY - 20040327 GOOD USPSQD EY2169 EY2169 STATION DESCRIPTION EY2169 EY2169'DESCRIBED BY US ENGINEERS 1967 EY2169'STATION IS SQUARE BELL TOWER SET ON TOP OF ST. PETERS EY2169'EPISCOPAL CHURCH. THE CHURCH IS ON THE E SIDE OF N. BONNER EY2169'ST. BETWEEN E. MAIN AND E. SECOND STS. IN WASHINGTON. EY2169 EY2169 STATION RECOVERY (1983) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2169'STATION RECOVERED GOOD. EY2169' EY2169'DESCRIPTION ADEQUATE. LARGE ILLUMINATED CROSS HAS BEEN ADDED TO W. EY2169'FACE OF SPIRE. EY2169' EY2169'NOTE--GROWTH OF TREES HAS EXCEEDED SPIRE HEIGHT ON E AND S SIDES. EY2169 EY2169 STATION RECOVERY (1985) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2169'RECOVERED IN GOOD CONDITION. EY2169 EY2169 STATION RECOVERY (1987) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2169'RECOVERED IN GOOD CONDITION. EY2169 EY2169 STATION RECOVERY (1991) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY2169'RECOVERED IN GOOD CONDITION. EY2169 EY2169 STATION RECOVERY (1998) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2169'RECOVERED IN GOOD CONDITION. EY2169 EY2169 STATION RECOVERY (2003) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EY2169'RECOVERED IN GOOD CONDITION. EY2169 EY2169 STATION RECOVERY (2004) EY2169 EY2169'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2169'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2195 *********************************************************************** EY2195 DESIGNATION - WASHINGTON METH CHURCH SPIRE EY2195 PID - EY2195 EY2195 STATE/COUNTY- NC/BEAUFORT EY2195 USGS QUAD - WASHINGTON (1983) EY2195 EY2195 *CURRENT SURVEY CONTROL EY2195 ___________________________________________________________________ EY2195* NAD 83(1986)- 35 32 42.19976(N) 077 03 29.29215(W) ADJUSTED EY2195* NAVD 88 - EY2195 ___________________________________________________________________ EY2195 LAPLACE CORR- -2.07 (seconds) DEFLEC99 EY2195 GEOID HEIGHT- -36.62 (meters) GEOID03 EY2195 EY2195 HORZ ORDER - THIRD EY2195 EY2195.The North Carolina HARNS have been completed but, EY2195.due to contractual restrictions, coordinates for these stations EY2195.will NOT be published in the near future. In the interim, the EY2195.published coordinates in North Carolina will not be EY2195.consistent with the Continuously Operating Reference Stations EY2195.(CORS). The HARN coordinates for these stations are available EY2195.upon request. Contact Gary Thompson(919-733-3836). EY2195. EY2195.In addition, the published North Carolina positions EY2195.(NAD 83 (1986)) are NOT consistent with those determined in EY2195.adjacent state readjustments. The discontinuity between stations EY2195.located in North Carolina and those in adjacent states EY2195.which have been adjusted to the HARN may be as much as 5 EY2195.decimeters. This will result in a significant loss of accuracy EY2195.over lines crossing such state borders. EY2195 EY2195 EY2195.The horizontal coordinates were established by classical geodetic methods EY2195.and adjusted by the National Geodetic Survey in July 1986. EY2195 EY2195 EY2195.The Laplace correction was computed from DEFLEC99 derived deflections. EY2195 EY2195.The geoid height was determined by GEOID03. EY2195 EY2195; North East Units Scale Factor Converg. EY2195;SPC NC - 200,848.648 785,655.492 MT 0.99988565 +1 07 14.8 EY2195;SPC NC - 658,950.94 2,577,604.73 sFT 0.99988565 +1 07 14.8 EY2195;UTM 18 - 3,935,438.869 313,432.377 MT 1.00002895 -1 11 48.6 EY2195 EY2195 SUPERSEDED SURVEY CONTROL EY2195 EY2195 NAD 27 - 35 32 41.62200(N) 077 03 30.46300(W) AD( ) 3 EY2195 EY2195.Superseded values are not recommended for survey control. EY2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2195.See file dsdata.txt to determine how the superseded data were derived. EY2195 EY2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1343235439(NAD 83) EY2195_MARKER: 90 = CHURCH SPIRE EY2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2195+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2195 EY2195 HISTORY - Date Condition Report By EY2195 HISTORY - 1914 FIRST OBSERVED CGS EY2195 HISTORY - 1948 GOOD CGS EY2195 HISTORY - 1967 GOOD USE EY2195 HISTORY - 1983 GOOD USPSQD EY2195 HISTORY - 1985 SEE DESCRIPTION USPSQD EY2195 HISTORY - 19870411 GOOD USPSQD EY2195 HISTORY - 19910331 GOOD USPSQD EY2195 HISTORY - 19980207 GOOD USPSQD EY2195 HISTORY - 20030220 GOOD USPSQD EY2195 HISTORY - 20040327 GOOD USPSQD EY2195 EY2195 STATION DESCRIPTION EY2195 EY2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2195'STATION IS THE TOP OF A STEEPLE WHICH SURMOUNTS THE CYLINDRICAL EY2195'BRICK TOWER AT THE SE CORNER OF THE CHURCH. THE CHURCH IS EY2195'LOCATED ON THE N SIDE OF WEST SECOND STREET BETWEEN NORTH EY2195'GLADDEN AND NORTH VAN NORDEN STREETS. EY2195 EY2195 STATION RECOVERY (1967) EY2195 EY2195'RECOVERY NOTE BY US ENGINEERS 1967 EY2195'STATION IS THE CROSS ON TOP OF THE STEEPLE OF METHODIST CHURCH. EY2195' EY2195'IT IS LOCATED ON THE NORTH SIDE OF WEST SECOND STREET EY2195'BETWEEN NORTH GLADDEN AND NORTH VAN NORDEN STREETS IN WASHINGTON, EY2195'N.C. EY2195 EY2195 STATION RECOVERY (1983) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2195'STATION RECOVERED GOOD. EY2195' EY2195'POSITION DESCRIPTION ADEQUATE. SPIRE NOW HAS A LIGHTNING ROD WITH EY2195'A GLASS BALL INSTEAD OF CROSS REPORTED IN 1967. A LARGE TREE, EY2195'HIGHER THAN SPIRE IS NOW GROWING WITHIN A 100 FT OF SPIRE, BLOCKING EY2195'VIEW TO E. EY2195 EY2195 STATION RECOVERY (1985) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2195'RECOVERED AS DESCRIBED. EY2195 EY2195 STATION RECOVERY (1987) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2195'RECOVERED IN GOOD CONDITION. EY2195 EY2195 STATION RECOVERY (1991) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY2195'RECOVERED IN GOOD CONDITION. EY2195 EY2195 STATION RECOVERY (1998) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 1998 EY2195'RECOVERED IN GOOD CONDITION. EY2195 EY2195 STATION RECOVERY (2003) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EY2195'RECOVERED IN GOOD CONDITION. EY2195 EY2195 STATION RECOVERY (2004) EY2195 EY2195'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2195'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2174 *********************************************************************** EY2174 DESIGNATION - WASHINGTON NS RR BRIDGE CEN EY2174 PID - EY2174 EY2174 STATE/COUNTY- NC/BEAUFORT EY2174 USGS QUAD - WASHINGTON (1983) EY2174 EY2174 *CURRENT SURVEY CONTROL EY2174 ___________________________________________________________________ EY2174* NAD 83(1986)- 35 32 09.10434(N) 077 03 04.90515(W) ADJUSTED EY2174* NAVD 88 - EY2174 ___________________________________________________________________ EY2174 LAPLACE CORR- -1.87 (seconds) DEFLEC99 EY2174 GEOID HEIGHT- -36.65 (meters) GEOID03 EY2174 EY2174 HORZ ORDER - THIRD EY2174 EY2174.The North Carolina HARNS have been completed but, EY2174.due to contractual restrictions, coordinates for these stations EY2174.will NOT be published in the near future. In the interim, the EY2174.published coordinates in North Carolina will not be EY2174.consistent with the Continuously Operating Reference Stations EY2174.(CORS). The HARN coordinates for these stations are available EY2174.upon request. Contact Gary Thompson(919-733-3836). EY2174. EY2174.In addition, the published North Carolina positions EY2174.(NAD 83 (1986)) are NOT consistent with those determined in EY2174.adjacent state readjustments. The discontinuity between stations EY2174.located in North Carolina and those in adjacent states EY2174.which have been adjusted to the HARN may be as much as 5 EY2174.decimeters. This will result in a significant loss of accuracy EY2174.over lines crossing such state borders. EY2174 EY2174 EY2174.The horizontal coordinates were established by classical geodetic methods EY2174.and adjusted by the National Geodetic Survey in July 1986. EY2174 EY2174 EY2174.The Laplace correction was computed from DEFLEC99 derived deflections. EY2174 EY2174.The geoid height was determined by GEOID03. EY2174 EY2174; North East Units Scale Factor Converg. EY2174;SPC NC - 199,841.009 786,289.595 MT 0.99988484 +1 07 28.9 EY2174;SPC NC - 655,645.04 2,579,685.11 sFT 0.99988484 +1 07 28.9 EY2174;UTM 18 - 3,934,406.266 314,025.301 MT 1.00002623 -1 11 33.4 EY2174 EY2174 SUPERSEDED SURVEY CONTROL EY2174 EY2174 NAD 27 - 35 32 08.51900(N) 077 03 06.07400(W) AD( ) 3 EY2174 EY2174.Superseded values are not recommended for survey control. EY2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2174.See file dsdata.txt to determine how the superseded data were derived. EY2174 EY2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1402534406(NAD 83) EY2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2174+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004 EY2174 EY2174 HISTORY - Date Condition Report By EY2174 HISTORY - UNK MONUMENTED EY2174 HISTORY - 1948 GOOD CGS EY2174 HISTORY - 1985 SEE DESCRIPTION USPSQD EY2174 HISTORY - 20030517 GOOD USPSQD EY2174 HISTORY - 20030517 GOOD USPSQD EY2174 HISTORY - 20040624 GOOD USPSQD EY2174 EY2174 STATION DESCRIPTION EY2174 EY2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2174'STATION IS THE CENTER OF THE SPAN AND IS MARKED BY A KEROSENE LIGHT. EY2174 EY2174 STATION RECOVERY (1985) EY2174 EY2174'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2174'RECOVERED AS DESCRIBED. EY2174 EY2174 STATION RECOVERY (2003) EY2174 EY2174'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2174'LIGHT IS NOW ELECTRIC EY2174 EY2174 STATION RECOVERY (2003) EY2174 EY2174'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2174'LIGHT IS NOW ELECTRIC EY2174 EY2174 STATION RECOVERY (2004) EY2174 EY2174'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2174'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4342 *********************************************************************** EY4342 DESIGNATION - WASHINGTON RAD STA WITN W TWR EY4342 PID - EY4342 EY4342 STATE/COUNTY- NC/BEAUFORT EY4342 USGS QUAD - WASHINGTON (1983) EY4342 EY4342 *CURRENT SURVEY CONTROL EY4342 ___________________________________________________________________ EY4342* NAD 83(1986)- 35 31 36.68938(N) 077 04 32.61259(W) ADJUSTED EY4342* NAVD 88 - EY4342 ___________________________________________________________________ EY4342 LAPLACE CORR- -2.27 (seconds) DEFLEC99 EY4342 GEOID HEIGHT- -36.63 (meters) GEOID03 EY4342 EY4342 HORZ ORDER - THIRD EY4342 EY4342.The North Carolina HARNS have been completed but, EY4342.due to contractual restrictions, coordinates for these stations EY4342.will NOT be published in the near future. In the interim, the EY4342.published coordinates in North Carolina will not be EY4342.consistent with the Continuously Operating Reference Stations EY4342.(CORS). The HARN coordinates for these stations are available EY4342.upon request. Contact Gary Thompson(919-733-3836). EY4342. EY4342.In addition, the published North Carolina positions EY4342.(NAD 83 (1986)) are NOT consistent with those determined in EY4342.adjacent state readjustments. The discontinuity between stations EY4342.located in North Carolina and those in adjacent states EY4342.which have been adjusted to the HARN may be as much as 5 EY4342.decimeters. This will result in a significant loss of accuracy EY4342.over lines crossing such state borders. EY4342 EY4342 EY4342.The horizontal coordinates were established by classical geodetic methods EY4342.and adjusted by the National Geodetic Survey in October 1990. EY4342.No horizontal observational check was made to the station. EY4342 EY4342 EY4342.The Laplace correction was computed from DEFLEC99 derived deflections. EY4342 EY4342.The geoid height was determined by GEOID03. EY4342 EY4342; North East Units Scale Factor Converg. EY4342;SPC NC - 198,799.206 784,100.158 MT 0.99988408 +1 06 38.3 EY4342;SPC NC - 652,227.06 2,572,501.94 sFT 0.99988408 +1 06 38.3 EY4342;UTM 18 - 3,933,453.699 311,795.204 MT 1.00003652 -1 12 23.5 EY4342 EY4342 SUPERSEDED SURVEY CONTROL EY4342 EY4342.No superseded survey control is available for this station. EY4342 EY4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1179533454(NAD 83) EY4342_MARKER: 43 = RADIO/TV TOWER EY4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY4342+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY4342 EY4342 HISTORY - Date Condition Report By EY4342 HISTORY - 1980 FIRST OBSERVED NCGS EY4342 HISTORY - 19910331 GOOD USPSQD EY4342 HISTORY - 20030307 GOOD USPSQD EY4342 HISTORY - 20040327 GOOD USPSQD EY4342 EY4342 STATION DESCRIPTION EY4342 EY4342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY4342'THE STATION IS LOCATED APPROXIMATELY 1.9 MILE SOUTHWEST OF WASHINGTON EY4342'AND 1.6 MILE NORTHEAST OF CHOCOWINITY. EY4342' EY4342'TO REACH THE STATION FROM THE SOUTH END OF THE US 17 BRIDGE OVER THE EY4342'PAMLICO RIVER AT WASHINGTON, PROCEED SOUTHWEST ALONG US 17 FOR 1.2 EY4342'MILE TO STATION ON THE LEFT APPROXIMATELY 300 FEET. EY4342' EY4342'STATION IS THE WASHINGTON RADIO STATION WITN WEST TOWER LIGHT. EY4342' EY4342'THE STATION IS A RED AND WHITE TUBULAR STRUCTURE, APPROXIMATELY 175 EY4342'FEET TALL. THE POINT INTERSECTED WAS THE LIGHT ON TOP OF THE WEST MOST EY4342'OF THREE RADIO TOWERS. EY4342 EY4342 STATION RECOVERY (1991) EY4342 EY4342'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY4342'RECOVERED IN GOOD CONDITION. EY4342 EY4342 STATION RECOVERY (2003) EY4342 EY4342'RECOVERY NOTE BY US POWER SQUADRON 2003 EY4342'RECOVERED IN GOOD CONDITION. EY4342 EY4342 STATION RECOVERY (2004) EY4342 EY4342'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY4342'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2176 *********************************************************************** EY2176 DESIGNATION - WASHINGTON RAD WRRF CEN MAST EY2176 PID - EY2176 EY2176 STATE/COUNTY- NC/BEAUFORT EY2176 USGS QUAD - WASHINGTON (1983) EY2176 EY2176 *CURRENT SURVEY CONTROL EY2176 ___________________________________________________________________ EY2176* NAD 83(1986)- 35 31 36.13326(N) 077 04 29.48936(W) ADJUSTED EY2176* NAVD 88 - EY2176 ___________________________________________________________________ EY2176 LAPLACE CORR- -2.24 (seconds) DEFLEC99 EY2176 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2176 EY2176 HORZ ORDER - THIRD EY2176 EY2176.The North Carolina HARNS have been completed but, EY2176.due to contractual restrictions, coordinates for these stations EY2176.will NOT be published in the near future. In the interim, the EY2176.published coordinates in North Carolina will not be EY2176.consistent with the Continuously Operating Reference Stations EY2176.(CORS). The HARN coordinates for these stations are available EY2176.upon request. Contact Gary Thompson(919-733-3836). EY2176. EY2176.In addition, the published North Carolina positions EY2176.(NAD 83 (1986)) are NOT consistent with those determined in EY2176.adjacent state readjustments. The discontinuity between stations EY2176.located in North Carolina and those in adjacent states EY2176.which have been adjusted to the HARN may be as much as 5 EY2176.decimeters. This will result in a significant loss of accuracy EY2176.over lines crossing such state borders. EY2176 EY2176 EY2176.The horizontal coordinates were established by classical geodetic methods EY2176.and adjusted by the National Geodetic Survey in July 1986. EY2176 EY2176 EY2176.The Laplace correction was computed from DEFLEC99 derived deflections. EY2176 EY2176.The geoid height was determined by GEOID03. EY2176 EY2176; North East Units Scale Factor Converg. EY2176;SPC NC - 198,783.597 784,179.154 MT 0.99988407 +1 06 40.1 EY2176;SPC NC - 652,175.85 2,572,761.11 sFT 0.99988407 +1 06 40.1 EY2176;UTM 18 - 3,933,434.906 311,873.516 MT 1.00003615 -1 12 21.7 EY2176 EY2176 SUPERSEDED SURVEY CONTROL EY2176 EY2176 NAD 27 - 35 31 35.54900(N) 077 04 30.65300(W) AD( ) 3 EY2176 EY2176.Superseded values are not recommended for survey control. EY2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2176.See file dsdata.txt to determine how the superseded data were derived. EY2176 EY2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1187433435(NAD 83) EY2176_MARKER: 42 = RADIO/TV MAST EY2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2176+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2176 EY2176 HISTORY - Date Condition Report By EY2176 HISTORY - 1954 FIRST OBSERVED CGS EY2176 HISTORY - 1967 GOOD USE EY2176 HISTORY - 1983 GOOD USPSQD EY2176 HISTORY - 19870401 GOOD USPSQD EY2176 HISTORY - 19910331 GOOD USPSQD EY2176 HISTORY - 20030301 GOOD USPSQD EY2176 HISTORY - 20040327 GOOD USPSQD EY2176 EY2176 STATION DESCRIPTION EY2176 EY2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY2176'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE CITY OF WASHINGTON, EY2176'NORTH CAROLINA. IT IS THE CENTER RADIO MAST OF THREE, PAINTED EY2176'ORANGE AND WHITE AND IT IS 246 FEET HIGH. THE POINT INTERSECTED EY2176'WAS THE RED LIGHT A-TOP. EY2176' EY2176'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 33 EY2176'AT THE NORTH EDGE OF THE CITY OF WASHINGTON, GO EAST ON EY2176'U.S. HIGHWAY 17 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY EY2176'17 AND 264 AND STATE HIGHWAY 33, TURN RIGHT (SOUTH) ON U.S. EY2176'HIGHWAY 17 FOR 1.05 MILES TO THE W H E D RADIO MAST ON THE LEFT, EY2176'CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 0.75 MILE TO THE EY2176'STATION ON THE LEFT. EY2176 EY2176 STATION RECOVERY (1967) EY2176 EY2176'RECOVERY NOTE BY US ENGINEERS 1967 EY2176'STATION IS A RED LIGHT ON TOP OF WRRF CENTER MAST. EY2176' EY2176'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY EY2176'33 AT THE NORTH EDGE OF THE CITY OF WASHINGTON, GO EAST ON EY2176'U.S. HIGHWAY 17 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAYS EY2176'17 AND 264 AND STATE HIGHWAY 33, TURN RIGHT (SOUTH) ON EY2176'U.S. HIGHWAY 17 FOR 1.05 MILES TO THE W H E D RADIO MAST ON THE EY2176'LEFT, CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 0.75 MILE TO THE EY2176'STATION ON THE LEFT. EY2176 EY2176 STATION RECOVERY (1983) EY2176 EY2176'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2176'STATION RECOVERED GOOD. EY2176' EY2176'THE STATION IS LOCATED SOUTH OF THE CITY OF WASHINGTON, NC ON HWY. EY2176'US 17. IT IS THE CENTER RADIO MAST OF THREE OF RAD. STATION WITN. EY2176'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP. EY2176' EY2176'TO REACH THE STATION, GO SOUTH ON HWY US 17 1.4 MILES FROM NORTH EY2176'END OF PAMLICO RIVER BRIDGE AT SOUTH EDGE OF WASHINGTON TO EY2176'STATION SITE ON LEFT. EY2176' EY2176'SEE NOTES ON QSN 1182. EY2176 EY2176 STATION RECOVERY (1987) EY2176 EY2176'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2176'RECOVERED IN GOOD CONDITION. EY2176 EY2176 STATION RECOVERY (1991) EY2176 EY2176'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY2176'RECOVERED IN GOOD CONDITION. EY2176 EY2176 STATION RECOVERY (2003) EY2176 EY2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2176'RECOVERED AS DESCRIBED. STATION IS NOW WERO/WDLX EY2176 EY2176 STATION RECOVERY (2004) EY2176 EY2176'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2176'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2177 *********************************************************************** EY2177 DESIGNATION - WASHINGTON RAD WRRF N MAST EY2177 PID - EY2177 EY2177 STATE/COUNTY- NC/BEAUFORT EY2177 USGS QUAD - WASHINGTON (1983) EY2177 EY2177 *CURRENT SURVEY CONTROL EY2177 ___________________________________________________________________ EY2177* NAD 83(1986)- 35 31 36.69299(N) 077 04 32.60751(W) ADJUSTED EY2177* NAVD 88 - EY2177 ___________________________________________________________________ EY2177 LAPLACE CORR- -2.27 (seconds) DEFLEC99 EY2177 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2177 EY2177 HORZ ORDER - THIRD EY2177 EY2177.The North Carolina HARNS have been completed but, EY2177.due to contractual restrictions, coordinates for these stations EY2177.will NOT be published in the near future. In the interim, the EY2177.published coordinates in North Carolina will not be EY2177.consistent with the Continuously Operating Reference Stations EY2177.(CORS). The HARN coordinates for these stations are available EY2177.upon request. Contact Gary Thompson(919-733-3836). EY2177. EY2177.In addition, the published North Carolina positions EY2177.(NAD 83 (1986)) are NOT consistent with those determined in EY2177.adjacent state readjustments. The discontinuity between stations EY2177.located in North Carolina and those in adjacent states EY2177.which have been adjusted to the HARN may be as much as 5 EY2177.decimeters. This will result in a significant loss of accuracy EY2177.over lines crossing such state borders. EY2177 EY2177 EY2177.The horizontal coordinates were established by classical geodetic methods EY2177.and adjusted by the National Geodetic Survey in July 1986. EY2177 EY2177 EY2177.The Laplace correction was computed from DEFLEC99 derived deflections. EY2177 EY2177.The geoid height was determined by GEOID03. EY2177 EY2177; North East Units Scale Factor Converg. EY2177;SPC NC - 198,799.319 784,100.284 MT 0.99988408 +1 06 38.3 EY2177;SPC NC - 652,227.43 2,572,502.35 sFT 0.99988408 +1 06 38.3 EY2177;UTM 18 - 3,933,453.808 311,795.334 MT 1.00003651 -1 12 23.5 EY2177 EY2177 SUPERSEDED SURVEY CONTROL EY2177 EY2177 NAD 27 - 35 31 36.10800(N) 077 04 33.77100(W) AD( ) 3 EY2177 EY2177.Superseded values are not recommended for survey control. EY2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2177.See file dsdata.txt to determine how the superseded data were derived. EY2177 EY2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1179533454(NAD 83) EY2177_MARKER: 42 = RADIO/TV MAST EY2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2177+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2177 EY2177 HISTORY - Date Condition Report By EY2177 HISTORY - 1954 FIRST OBSERVED CGS EY2177 HISTORY - 1967 GOOD USE EY2177 HISTORY - 1983 GOOD USPSQD EY2177 HISTORY - 19870411 GOOD USPSQD EY2177 HISTORY - 19910331 GOOD USPSQD EY2177 HISTORY - 20030301 GOOD USPSQD EY2177 HISTORY - 20040327 GOOD USPSQD EY2177 EY2177 STATION DESCRIPTION EY2177 EY2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY2177'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE CITY OF WASHINGTON, EY2177'NORTH CAROLINA. IT IS THE NORTHERLY RADIO MAST OF THREE, PAINTED EY2177'ORANGE AND WHITE AND IT IS 246 FEET HIGH. EY2177' EY2177'THE POINT INTERSECTED WAS THE RED LIGHT A-TOP. EY2177' EY2177'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY EY2177'33 AT THE NORTH EDGE OF THE CITY OF WASHINGTON, GO EAST ON EY2177'U.S. HIGHWAY 17 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY 17, EY2177'264 AND STATE HIGHWAY 33, TURN RIGHT (SOUTH) ON U.S. HIGHWAY 17 EY2177'FOR 1.05 MILES TO THE W H E D RADIO MAST, CONTINUE SOUTH ON EY2177'U.S. HIGHWAY 17 FOR 0.75 MILE AND THE STATION ON THE LEFT. EY2177 EY2177 STATION RECOVERY (1967) EY2177 EY2177'RECOVERY NOTE BY US ENGINEERS 1967 EY2177'STATION IS A RED LIGHT ON TOP OF NORTHERN MOST MAST OF WRRF RADIO EY2177'TOWERS. EY2177' EY2177'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE EY2177'HIGHWAY 33 AT THE NORTH EDGE OF THE CITY OF WASHINGTON, GO EY2177'EAST ON U.S. HIGHWAY 17 FOR 0.35 MILE TO JUNCTION OF U.S. HIGHWAY EY2177'17, U.S. HIGHWAY 264, AND STATE HIGHWAY 33. TURN RIGHT EY2177'(SOUTH) ON U.S. HIGHWAY 17 FOR 1.05 MILE TO THE WHED RADIO MAST, EY2177'CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 0.75 MILE TO STATION SITE. EY2177 EY2177 STATION RECOVERY (1983) EY2177 EY2177'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2177'STATION RECOVERED GOOD. EY2177' EY2177'THE STATION IS LOCATED SOUTH OF THE CITY OF WASHINGTON NC ON HWY EY2177'US 17 IT IS THE NORTHERLY RADIO MAST OF THREE, PAINTED RED AND WHITE EY2177'AND IS 246 FT. HIGH. THE POINT INTERSECTED WAS THE RED LIGHT ON EY2177'TOP. EY2177' EY2177'TO REACH THE STATION, GO SOUTH ON HWY US 17 1.4 MILES FROM NORTH END EY2177'OF PAMLICO RIVER BRIDGE AT SOUTH EDGE OF WASHINGTON TO STATION SITE EY2177'ON LEFT. EY2177' EY2177'SEE NOTES QSN 1182. EY2177 EY2177 STATION RECOVERY (1987) EY2177 EY2177'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2177'RECOVERED IN GOOD CONDITION. EY2177 EY2177 STATION RECOVERY (1991) EY2177 EY2177'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY2177'RECOVERED IN GOOD CONDITION. EY2177 EY2177 STATION RECOVERY (2003) EY2177 EY2177'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2177'RECOVERED AS DESCRIBED. STATION IS NOW WERO/WDLX EY2177 EY2177 STATION RECOVERY (2004) EY2177 EY2177'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2178 *********************************************************************** EY2178 DESIGNATION - WASHINGTON RAD WRRF S MAST EY2178 PID - EY2178 EY2178 STATE/COUNTY- NC/BEAUFORT EY2178 USGS QUAD - WASHINGTON (1983) EY2178 EY2178 *CURRENT SURVEY CONTROL EY2178 ___________________________________________________________________ EY2178* NAD 83(1986)- 35 31 35.58152(N) 077 04 26.35880(W) ADJUSTED EY2178* NAVD 88 - EY2178 ___________________________________________________________________ EY2178 LAPLACE CORR- -2.23 (seconds) DEFLEC99 EY2178 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2178 EY2178 HORZ ORDER - THIRD EY2178 EY2178.The North Carolina HARNS have been completed but, EY2178.due to contractual restrictions, coordinates for these stations EY2178.will NOT be published in the near future. In the interim, the EY2178.published coordinates in North Carolina will not be EY2178.consistent with the Continuously Operating Reference Stations EY2178.(CORS). The HARN coordinates for these stations are available EY2178.upon request. Contact Gary Thompson(919-733-3836). EY2178. EY2178.In addition, the published North Carolina positions EY2178.(NAD 83 (1986)) are NOT consistent with those determined in EY2178.adjacent state readjustments. The discontinuity between stations EY2178.located in North Carolina and those in adjacent states EY2178.which have been adjusted to the HARN may be as much as 5 EY2178.decimeters. This will result in a significant loss of accuracy EY2178.over lines crossing such state borders. EY2178 EY2178 EY2178.The horizontal coordinates were established by classical geodetic methods EY2178.and adjusted by the National Geodetic Survey in July 1986. EY2178 EY2178 EY2178.The Laplace correction was computed from DEFLEC99 derived deflections. EY2178 EY2178.The geoid height was determined by GEOID03. EY2178 EY2178; North East Units Scale Factor Converg. EY2178;SPC NC - 198,768.127 784,258.332 MT 0.99988405 +1 06 41.9 EY2178;SPC NC - 652,125.10 2,573,020.88 sFT 0.99988405 +1 06 41.9 EY2178;UTM 18 - 3,933,416.245 311,952.016 MT 1.00003579 -1 12 19.8 EY2178 EY2178 SUPERSEDED SURVEY CONTROL EY2178 EY2178 NAD 27 - 35 31 34.99700(N) 077 04 27.52300(W) AD( ) 3 EY2178 EY2178.Superseded values are not recommended for survey control. EY2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2178.See file dsdata.txt to determine how the superseded data were derived. EY2178 EY2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1195233416(NAD 83) EY2178_MARKER: 42 = RADIO/TV MAST EY2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2178+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2178 EY2178 HISTORY - Date Condition Report By EY2178 HISTORY - 1954 FIRST OBSERVED CGS EY2178 HISTORY - 1967 GOOD USE EY2178 HISTORY - 1983 GOOD USPSQD EY2178 HISTORY - 1985 SEE DESCRIPTION USPSQD EY2178 HISTORY - 19870411 GOOD USPSQD EY2178 HISTORY - 19910331 GOOD USPSQD EY2178 HISTORY - 20030301 GOOD USPSQD EY2178 HISTORY - 20040327 GOOD USPSQD EY2178 EY2178 STATION DESCRIPTION EY2178 EY2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY2178'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE CITY OF EY2178'WASHINGTON, NORTH CAROLINA. IT IS THE SOUTHERLY RADIO MAST OF EY2178'THREE, PAINTED ORANGE AND WHITE AND IT IS 246 FEET HIGH. THE EY2178'POINT INTERSECTED WAS THE RED LIGHT A-TOP. EY2178' EY2178'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 33 EY2178'AT THE NORTH EDGE OF THE CITY OF WASHINGTON, GO EAST ON EY2178'U.S. HIGHWAY 17 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAYS 17 EY2178'AND 264 AND STATE HIGHWAY 33, TURN RIGHT (SOUTH) ON U.S. HIGHWAY EY2178'17 FOR 1.05 MILES TO THE W H E D RADIO MAST ON THE LEFT, CONTINUE EY2178'SOUTH ON U.S. HIGHWAY 17 FOR 0.75 MILE TO THE STATION ON THE EY2178'LEFT. EY2178 EY2178 STATION RECOVERY (1967) EY2178 EY2178'RECOVERY NOTE BY US ENGINEERS 1967 EY2178'STATION IS RED LIGHT ON TOP OF THE SOUTHERN MOST OF 3 MASTS OF EY2178'WRRF RADIO TOWERS. EY2178' EY2178'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY EY2178'33 AT THE N EDGE OF THE CITY OF WASHINGTON, N.C., GO E ON EY2178'U.S. HIGHWAY 17 FOR 0.35 MILE TO JUNCTION OF U.S. HIGHWAY 17 EY2178'WITH HIGHWAY 264 AND STATE HIGHWAY 33. TURN RIGHT (S) ON EY2178'U.S. HIGHWAY 17 FOR 1.05 MILES TO THE WHED RADIO MAST, CONTINUE EY2178'S ON U.S. HIGHWAY 17 FOR 0.75 MILE TO STATION SITE ON RIGHT. EY2178 EY2178 STATION RECOVERY (1983) EY2178 EY2178'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2178'STATION RECOVERED GOOD. EY2178' EY2178'SINCE HWY. 264 AND 33 HAVE BOTH BEEN REROUTED IN TOWN, SUGGEST EY2178'REVISED LOCATION INSTRUCTIONS. RAD. STA WRRF IS NOW WITN. EY2178' EY2178'THE STATION IS LOCATED SOUTH OF THE CITY OF WASHINGTON NC, ON HWY US EY2178'17. IT IS THE SOUTHERLY RADIO MAST OF THREE, PAINTED RED AND WHITE EY2178'AND IT IS 246 FEET HIGH. THE POINT INTERSECTED WAS THE RED LIGHT EY2178'A-TOP. TO REACH THE STATION, GO SOUTH ON US 17 1.4 MILES FROM EY2178'NORTH END OF PAMLICO RIVER BRIDGE AT SOUTH EDGE OF WASHINGTON TO EY2178'STATION SITE ON LEFT. EY2178 EY2178 STATION RECOVERY (1985) EY2178 EY2178'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL) EY2178'RECOVERED AS DESCRIBED. EY2178 EY2178 STATION RECOVERY (1987) EY2178 EY2178'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2178'RECOVERED IN GOOD CONDITION. EY2178 EY2178 STATION RECOVERY (1991) EY2178 EY2178'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY2178'RECOVERED IN GOOD CONDITION. EY2178 EY2178 STATION RECOVERY (2003) EY2178 EY2178'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2178'RECOVERED AS DESCRIBED. STATION IS NOW WERO/WDLX EY2178 EY2178 STATION RECOVERY (2004) EY2178 EY2178'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2178'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2179 *********************************************************************** EY2179 DESIGNATION - WASHINGTON RADIO STA WHED MAST EY2179 PID - EY2179 EY2179 STATE/COUNTY- NC/BEAUFORT EY2179 USGS QUAD - WASHINGTON (1983) EY2179 EY2179 *CURRENT SURVEY CONTROL EY2179 ___________________________________________________________________ EY2179* NAD 83(1986)- 35 32 06.17808(N) 077 04 01.45531(W) ADJUSTED EY2179* NAVD 88 - EY2179 ___________________________________________________________________ EY2179 LAPLACE CORR- -2.17 (seconds) DEFLEC99 EY2179 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2179 EY2179 HORZ ORDER - THIRD EY2179 EY2179.The North Carolina HARNS have been completed but, EY2179.due to contractual restrictions, coordinates for these stations EY2179.will NOT be published in the near future. In the interim, the EY2179.published coordinates in North Carolina will not be EY2179.consistent with the Continuously Operating Reference Stations EY2179.(CORS). The HARN coordinates for these stations are available EY2179.upon request. Contact Gary Thompson(919-733-3836). EY2179. EY2179.In addition, the published North Carolina positions EY2179.(NAD 83 (1986)) are NOT consistent with those determined in EY2179.adjacent state readjustments. The discontinuity between stations EY2179.located in North Carolina and those in adjacent states EY2179.which have been adjusted to the HARN may be as much as 5 EY2179.decimeters. This will result in a significant loss of accuracy EY2179.over lines crossing such state borders. EY2179 EY2179 EY2179.The horizontal coordinates were established by classical geodetic methods EY2179.and adjusted by the National Geodetic Survey in July 1986. EY2179 EY2179 EY2179.The Laplace correction was computed from DEFLEC99 derived deflections. EY2179 EY2179.The geoid height was determined by GEOID03. EY2179 EY2179; North East Units Scale Factor Converg. EY2179;SPC NC - 199,723.004 784,867.209 MT 0.99988477 +1 06 56.3 EY2179;SPC NC - 655,257.89 2,575,018.50 sFT 0.99988477 +1 06 56.3 EY2179;UTM 18 - 3,934,345.862 312,599.100 MT 1.00003279 -1 12 06.2 EY2179 EY2179 SUPERSEDED SURVEY CONTROL EY2179 EY2179 NAD 27 - 35 32 05.59200(N) 077 04 02.62100(W) AD( ) 3 EY2179 EY2179.Superseded values are not recommended for survey control. EY2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2179.See file dsdata.txt to determine how the superseded data were derived. EY2179 EY2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1259934346(NAD 83) EY2179_MARKER: 42 = RADIO/TV MAST EY2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2179+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2179 EY2179 HISTORY - Date Condition Report By EY2179 HISTORY - 1954 FIRST OBSERVED CGS EY2179 HISTORY - 1967 GOOD USE EY2179 HISTORY - 1983 GOOD USPSQD EY2179 HISTORY - 19910331 GOOD USPSQD EY2179 HISTORY - 20030301 GOOD USPSQD EY2179 HISTORY - 20040327 GOOD USPSQD EY2179 EY2179 STATION DESCRIPTION EY2179 EY2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY2179'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE CITY OF WASHINGTON EY2179'NORTH CAROLINA. THE MAST IS 255 FEET HIGH AND IT IS PAINTED EY2179'ORANGE AND WHITE. THE POINT INTERSECTED WAS THE RED LIGHT A-TOP. EY2179' EY2179'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE EY2179'HIGHWAY 33 AT THE NORTH EDGE OF THE CITY OF WASHINGTON, GO EY2179'EAST ON U.S. HIGHWAY 17 FOR 0.35 MILE TO THE JUNCTION OF EY2179'U.S. HIGHWAYS 17, 264 AND STATE HIGHWAY 33, TURN RIGHT EY2179'(SOUTH) ON U.S. HIGHWAY 17 FOR 1.05 MILES TO THE STATION ON THE EY2179'LEFT. EY2179 EY2179 STATION RECOVERY (1967) EY2179 EY2179'RECOVERY NOTE BY US ENGINEERS 1967 EY2179'STATION IS RED LIGHT ATOP OF WHED RADIO MAST. EY2179' EY2179'STATION IS LOCATED IN THE SWAMP S OF HIGHWAY 17. EY2179' EY2179'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE EY2179'HIGHWAY 33 AT THE N EDGE OF WASHINGTON, N.C., PROCEED E ON EY2179'U.S. HIGHWAY 17 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY EY2179'17, 264, AND STATE HIGHWAY 33. TURN RIGHT (S) ON U.S. HIGHWAY EY2179'17 AND CONTINUE 1.05 MILES TO STATION SITE ON THE LEFT. EY2179 EY2179 STATION RECOVERY (1983) EY2179 EY2179'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH) EY2179'STATION RECOVERED GOOD. EY2179' EY2179'THE STATION IS LOCATED SOUTH OF WASHINGTON NC ON HWY US 17. EY2179'STATION IS A RED LIGHT ON TOP OF A SINGLE 255 FOOT TOWER PAINTED EY2179'RED AND WHITE. EY2179' EY2179'TO REACH THE STATION, GO SOUTH ON HWY US 17 0.7 MILE FROM NORTH END EY2179'OF PAMLICO RIVER BRIDGE AT SOUTH EDGE OF WASHINGTON TO A NARROW EY2179'ROAD TO THE LEFT INTO THE SWAMP. THE STATION IS ABOUT 250 FEET EY2179'FROM THE HIGHWAY. THE TOWER IS VISIBLE FROM THE STARTING POINT. EY2179' EY2179'NOTES--THIS RADIO STATION IS NOW WEEW. SEE NOTE ON QSN 1182. EY2179 EY2179 STATION RECOVERY (1991) EY2179 EY2179'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS) EY2179'RECOVERED IN GOOD CONDITION. EY2179 EY2179 STATION RECOVERY (2003) EY2179 EY2179'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY2179'RECOVERED AS DESCRIBED. EY2179 EY2179 STATION RECOVERY (2004) EY2179 EY2179'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJD) EY2179'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2196 *********************************************************************** EY2196 DESIGNATION - WASHINGTON VENTILATOR EY2196 PID - EY2196 EY2196 STATE/COUNTY- NC/BEAUFORT EY2196 USGS QUAD - WASHINGTON (1983) EY2196 EY2196 *CURRENT SURVEY CONTROL EY2196 ___________________________________________________________________ EY2196* NAD 83(1986)- 35 32 30.93890(N) 077 03 25.26258(W) ADJUSTED EY2196* NAVD 88 - EY2196 ___________________________________________________________________ EY2196 LAPLACE CORR- -2.02 (seconds) DEFLEC99 EY2196 GEOID HEIGHT- -36.63 (meters) GEOID03 EY2196 EY2196 HORZ ORDER - THIRD EY2196 EY2196.The North Carolina HARNS have been completed but, EY2196.due to contractual restrictions, coordinates for these stations EY2196.will NOT be published in the near future. In the interim, the EY2196.published coordinates in North Carolina will not be EY2196.consistent with the Continuously Operating Reference Stations EY2196.(CORS). The HARN coordinates for these stations are available EY2196.upon request. Contact Gary Thompson(919-733-3836). EY2196. EY2196.In addition, the published North Carolina positions EY2196.(NAD 83 (1986)) are NOT consistent with those determined in EY2196.adjacent state readjustments. The discontinuity between stations EY2196.located in North Carolina and those in adjacent states EY2196.which have been adjusted to the HARN may be as much as 5 EY2196.decimeters. This will result in a significant loss of accuracy EY2196.over lines crossing such state borders. EY2196 EY2196 EY2196.The horizontal coordinates were established by classical geodetic methods EY2196.and adjusted by the National Geodetic Survey in July 1986. EY2196 EY2196 EY2196.The Laplace correction was computed from DEFLEC99 derived deflections. EY2196 EY2196.The geoid height was determined by GEOID03. EY2196 EY2196; North East Units Scale Factor Converg. EY2196;SPC NC - 200,503.684 785,763.752 MT 0.99988537 +1 07 17.2 EY2196;SPC NC - 657,819.17 2,577,959.91 sFT 0.99988537 +1 07 17.2 EY2196;UTM 18 - 3,935,089.760 313,526.612 MT 1.00002852 -1 11 45.9 EY2196 EY2196 SUPERSEDED SURVEY CONTROL EY2196 EY2196 NAD 27 - 35 32 30.35800(N) 077 03 26.43100(W) AD( ) 3 EY2196 EY2196.Superseded values are not recommended for survey control. EY2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2196.See file dsdata.txt to determine how the superseded data were derived. EY2196 EY2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1352735090(NAD 83) EY2196_MARKER: 94 = ROOFTOP VENTILATOR EY2196 EY2196 HISTORY - Date Condition Report By EY2196 HISTORY - 1935 FIRST OBSERVED CGS EY2196 HISTORY - 1948 GOOD CGS EY2196 HISTORY - 19870411 GOOD USPSQD EY2196 HISTORY - 20030515 MARK NOT FOUND USPSQD EY2196 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2196 EY2196 STATION DESCRIPTION EY2196 EY2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2196'THE HIGHEST AND MOST SOUTHERLY VENTILATOR ON THE JONATHAN HAVENS EY2196'5-STORY WAREHOUSE AT WASHINGTON, NORTH CAROLINA. EY2196' EY2196'STATION WAS UNOCCUPIED. EY2196 EY2196 STATION RECOVERY (1948) EY2196 EY2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2196'THE HIGHEST AND MOST S VENTILATOR ON THE JONATHAN HAVENS 5-STORY EY2196'WAREHOUSE AT WASHINGTON, N.C. THIS BUILDING IS OWNED BY EY2196'R.C. KEYS. THE VENTILATOR IS ON TOP OF A SMALL HOUSE AT THE EY2196'S END OF THE BUILDING. EY2196 EY2196 STATION RECOVERY (1987) EY2196 EY2196'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY2196'RECOVERED IN GOOD CONDITION. EY2196 EY2196 STATION RECOVERY (2003) EY2196 EY2196'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EY2196'BUILDING GONE. PARKING LOT EY2196 EY2196 STATION RECOVERY (2004) EY2196 EY2196'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2196'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3937 *********************************************************************** EY3937 DESIGNATION - WATER EY3937 PID - EY3937 EY3937 STATE/COUNTY- NC/BEAUFORT EY3937 USGS QUAD - BLOUNTS BAY (1993) EY3937 EY3937 *CURRENT SURVEY CONTROL EY3937 ___________________________________________________________________ EY3937* NAD 83(1986)- 35 27 42.51037(N) 076 57 31.87864(W) ADJUSTED EY3937* NAVD 88 - EY3937 ___________________________________________________________________ EY3937 LAPLACE CORR- -2.06 (seconds) DEFLEC99 EY3937 GEOID HEIGHT- -36.84 (meters) GEOID03 EY3937 EY3937 HORZ ORDER - THIRD EY3937 EY3937.The North Carolina HARNS have been completed but, EY3937.due to contractual restrictions, coordinates for these stations EY3937.will NOT be published in the near future. In the interim, the EY3937.published coordinates in North Carolina will not be EY3937.consistent with the Continuously Operating Reference Stations EY3937.(CORS). The HARN coordinates for these stations are available EY3937.upon request. Contact Gary Thompson(919-733-3836). EY3937. EY3937.In addition, the published North Carolina positions EY3937.(NAD 83 (1986)) are NOT consistent with those determined in EY3937.adjacent state readjustments. The discontinuity between stations EY3937.located in North Carolina and those in adjacent states EY3937.which have been adjusted to the HARN may be as much as 5 EY3937.decimeters. This will result in a significant loss of accuracy EY3937.over lines crossing such state borders. EY3937 EY3937 EY3937.The horizontal coordinates were established by classical geodetic methods EY3937.and adjusted by the National Geodetic Survey in July 1986. EY3937 EY3937 EY3937.The Laplace correction was computed from DEFLEC99 derived deflections. EY3937 EY3937.The geoid height was determined by GEOID03. EY3937 EY3937; North East Units Scale Factor Converg. EY3937;SPC NC - 191,796.016 794,845.247 MT 0.99987929 +1 10 41.1 EY3937;SPC NC - 629,250.76 2,607,754.78 sFT 0.99987929 +1 10 41.1 EY3937;UTM 18 - 3,926,021.041 322,249.884 MT 0.99998937 -1 08 12.3 EY3937 EY3937 SUPERSEDED SURVEY CONTROL EY3937 EY3937 NAD 27 - 35 27 41.91900(N) 076 57 33.06500(W) AD( ) 3 EY3937 EY3937.Superseded values are not recommended for survey control. EY3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3937.See file dsdata.txt to determine how the superseded data were derived. EY3937 EY3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2225026021(NAD 83) EY3937 EY3937 HISTORY - Date Condition Report By EY3937 HISTORY - UNK MONUMENTED EY3937 HISTORY - 1948 MARK NOT FOUND CGS EY3937 EY3937 STATION DESCRIPTION EY3937 EY3937'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3937'STATION DESTROYED. THOUGHT TO BE MIDDLE GROUND LIGHT WHICH EY3937'WAS REBUILT IN 1942. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3938 *********************************************************************** EY3938 DESIGNATION - WATER EY3938 PID - EY3938 EY3938 STATE/COUNTY- NC/BEAUFORT EY3938 USGS QUAD - BLOUNTS BAY (1993) EY3938 EY3938 *CURRENT SURVEY CONTROL EY3938 ___________________________________________________________________ EY3938* NAD 83(1986)- 35 27 38.22639(N) 076 57 12.63707(W) ADJUSTED EY3938* NAVD 88 - -0. (meters) -0. (feet) SCALED EY3938 ___________________________________________________________________ EY3938 LAPLACE CORR- -2.09 (seconds) DEFLEC99 EY3938 GEOID HEIGHT- -36.85 (meters) GEOID03 EY3938 EY3938 HORZ ORDER - THIRD EY3938 EY3938.The North Carolina HARNS have been completed but, EY3938.due to contractual restrictions, coordinates for these stations EY3938.will NOT be published in the near future. In the interim, the EY3938.published coordinates in North Carolina will not be EY3938.consistent with the Continuously Operating Reference Stations EY3938.(CORS). The HARN coordinates for these stations are available EY3938.upon request. Contact Gary Thompson(919-733-3836). EY3938. EY3938.In addition, the published North Carolina positions EY3938.(NAD 83 (1986)) are NOT consistent with those determined in EY3938.adjacent state readjustments. The discontinuity between stations EY3938.located in North Carolina and those in adjacent states EY3938.which have been adjusted to the HARN may be as much as 5 EY3938.decimeters. This will result in a significant loss of accuracy EY3938.over lines crossing such state borders. EY3938 EY3938 EY3938.The horizontal coordinates were established by classical geodetic methods EY3938.and adjusted by the National Geodetic Survey in July 1986. EY3938 EY3938.The orthometric height was scaled from a topographic map. EY3938 EY3938.The Laplace correction was computed from DEFLEC99 derived deflections. EY3938 EY3938.The geoid height was determined by GEOID03. EY3938 EY3938; North East Units Scale Factor Converg. EY3938;SPC NC - 191,674.018 795,332.974 MT 0.99987921 +1 10 52.2 EY3938;SPC NC - 628,850.51 2,609,354.93 sFT 0.99987921 +1 10 52.2 EY3938;UTM 18 - 3,925,879.428 322,732.338 MT 0.99998726 -1 08 01.0 EY3938 EY3938! - Elev Factor x Scale Factor = Combined Factor EY3938!SPC NC - 1.00000584 x 0.99987921 = 0.99988504 EY3938!UTM 18 - 1.00000584 x 0.99998726 = 0.99999310 EY3938 EY3938 SUPERSEDED SURVEY CONTROL EY3938 EY3938 NAD 27 - 35 27 37.63400(N) 076 57 13.82200(W) AD( ) 3 EY3938 EY3938.Superseded values are not recommended for survey control. EY3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3938.See file dsdata.txt to determine how the superseded data were derived. EY3938 EY3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2273225879(NAD 83) EY3938 EY3938 HISTORY - Date Condition Report By EY3938 HISTORY - UNK MONUMENTED EY3938 HISTORY - 1948 MARK NOT FOUND CGS EY3938 EY3938 STATION DESCRIPTION EY3938 EY3938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3938'NO OBJECT EXISTS NEAR POSITION OF STATION. RECOMMEND EY3938'STATION BE CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2181 *********************************************************************** EY2181 DESIGNATION - WATER TANK EY2181 PID - EY2181 EY2181 STATE/COUNTY- NC/BEAUFORT EY2181 USGS QUAD - WASHINGTON (1983) EY2181 EY2181 *CURRENT SURVEY CONTROL EY2181 ___________________________________________________________________ EY2181* NAD 83(1986)- 35 31 35.88004(N) 077 01 36.23070(W) ADJUSTED EY2181* NAVD 88 - EY2181 ___________________________________________________________________ EY2181 LAPLACE CORR- -1.86 (seconds) DEFLEC99 EY2181 GEOID HEIGHT- -36.69 (meters) GEOID03 EY2181 EY2181 HORZ ORDER - THIRD EY2181 EY2181.The North Carolina HARNS have been completed but, EY2181.due to contractual restrictions, coordinates for these stations EY2181.will NOT be published in the near future. In the interim, the EY2181.published coordinates in North Carolina will not be EY2181.consistent with the Continuously Operating Reference Stations EY2181.(CORS). The HARN coordinates for these stations are available EY2181.upon request. Contact Gary Thompson(919-733-3836). EY2181. EY2181.In addition, the published North Carolina positions EY2181.(NAD 83 (1986)) are NOT consistent with those determined in EY2181.adjacent state readjustments. The discontinuity between stations EY2181.located in North Carolina and those in adjacent states EY2181.which have been adjusted to the HARN may be as much as 5 EY2181.decimeters. This will result in a significant loss of accuracy EY2181.over lines crossing such state borders. EY2181 EY2181 EY2181.The horizontal coordinates were established by classical geodetic methods EY2181.and adjusted by the National Geodetic Survey in July 1986. EY2181 EY2181 EY2181.The Laplace correction was computed from DEFLEC99 derived deflections. EY2181 EY2181.The geoid height was determined by GEOID03. EY2181 EY2181; North East Units Scale Factor Converg. EY2181;SPC NC - 198,861.490 788,543.086 MT 0.99988406 +1 08 20.1 EY2181;SPC NC - 652,431.41 2,587,078.44 sFT 0.99988406 +1 08 20.1 EY2181;UTM 18 - 3,933,336.293 316,237.649 MT 1.00001615 -1 10 40.9 EY2181 EY2181 SUPERSEDED SURVEY CONTROL EY2181 EY2181 NAD 27 - 35 31 35.29100(N) 077 01 37.40500(W) AD( ) 3 EY2181 EY2181.Superseded values are not recommended for survey control. EY2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2181.See file dsdata.txt to determine how the superseded data were derived. EY2181 EY2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1623833336(NAD 83) EY2181_MARKER: 51 = TANK EY2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2181+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004 EY2181 EY2181 HISTORY - Date Condition Report By EY2181 HISTORY - 1935 FIRST OBSERVED CGS EY2181 HISTORY - 20030515 MARK NOT FOUND USPSQD EY2181 HISTORY - 20040327 GOOD USPSQD EY2181 EY2181 STATION DESCRIPTION EY2181 EY2181'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4099 *********************************************************************** EY4099 DESIGNATION - WATERS EY4099 PID - EY4099 EY4099 STATE/COUNTY- NC/BEAUFORT EY4099 USGS QUAD - PINETOWN (1974) EY4099 EY4099 *CURRENT SURVEY CONTROL EY4099 ___________________________________________________________________ EY4099* NAD 83(1986)- 35 31 39.72108(N) 076 46 03.95323(W) ADJUSTED EY4099* NAVD 88 - 3.947 (meters) 12.95 (feet) ADJUSTED EY4099 ___________________________________________________________________ EY4099 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY4099 GEOID HEIGHT- -37.00 (meters) GEOID03 EY4099 DYNAMIC HT - 3.943 (meters) 12.94 (feet) COMP EY4099 MODELED GRAV- 979,762.5 (mgal) NAVD 88 EY4099 EY4099 HORZ ORDER - SECOND EY4099 VERT ORDER - SECOND CLASS II EY4099 EY4099.The North Carolina HARNS have been completed but, EY4099.due to contractual restrictions, coordinates for these stations EY4099.will NOT be published in the near future. In the interim, the EY4099.published coordinates in North Carolina will not be EY4099.consistent with the Continuously Operating Reference Stations EY4099.(CORS). The HARN coordinates for these stations are available EY4099.upon request. Contact Gary Thompson(919-733-3836). EY4099. EY4099.In addition, the published North Carolina positions EY4099.(NAD 83 (1986)) are NOT consistent with those determined in EY4099.adjacent state readjustments. The discontinuity between stations EY4099.located in North Carolina and those in adjacent states EY4099.which have been adjusted to the HARN may be as much as 5 EY4099.decimeters. This will result in a significant loss of accuracy EY4099.over lines crossing such state borders. EY4099 EY4099 EY4099.The horizontal coordinates were established by classical geodetic methods EY4099.and adjusted by the National Geodetic Survey in July 1998. EY4099 EY4099.The orthometric height was determined by differential leveling EY4099.and adjusted by the National Geodetic Survey in June 1991. EY4099 EY4099.The Laplace correction was computed from DEFLEC99 derived deflections. EY4099 EY4099.The geoid height was determined by GEOID03. EY4099 EY4099.The dynamic height is computed by dividing the NAVD 88 EY4099.geopotential number by the normal gravity value computed on the EY4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4099.degrees latitude (g = 980.6199 gals.). EY4099 EY4099.The modeled gravity was interpolated from observed gravity values. EY4099 EY4099; North East Units Scale Factor Converg. EY4099;SPC NC - 199,477.258 812,020.492 MT 0.99988415 +1 17 18.2 EY4099;SPC NC - 654,451.64 2,664,103.90 sFT 0.99988415 +1 17 18.2 EY4099;UTM 18 - 3,933,002.630 339,722.665 MT 0.99991657 -1 01 38.9 EY4099 EY4099! - Elev Factor x Scale Factor = Combined Factor EY4099!SPC NC - 1.00000519 x 0.99988415 = 0.99988934 EY4099!UTM 18 - 1.00000519 x 0.99991657 = 0.99992176 EY4099 EY4099 SUPERSEDED SURVEY CONTROL EY4099 EY4099 NAVD 88 (07/14/98) 3.95 (m) 13.0 (f) LEVELING 3 EY4099 EY4099.Superseded values are not recommended for survey control. EY4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4099.See file dsdata.txt to determine how the superseded data were derived. EY4099 EY4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3972333003(NAD 83) EY4099_MARKER: DE = TRAVERSE STATION DISK EY4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4099_SP_SET: CONCRETE POST EY4099_STAMPING: WATERS 1982 EY4099_MARK LOGO: NCGS EY4099_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4099+STABILITY: SURFACE MOTION EY4099 EY4099 HISTORY - Date Condition Report By EY4099 HISTORY - 1982 MONUMENTED NCGS EY4099 HISTORY - 19840601 GOOD NCGS EY4099 EY4099 STATION DESCRIPTION EY4099 EY4099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4099'11.8 KM (7.3 MI) SW FROM PANTEGO. EY4099'THE STATION IS LOCATED ABOUT 11.8 KM (7.3 MI) SOUTHWEST OF PANTEGO EY4099'AND 26.4 KM (16.4 MI) EAST OF WASHINGTON. ALONG US 264 FOR 2.5 KM EY4099'(1.55 MI) WEST FROM YEATESVILLE, OR 0.7 KM (0.45 MI) EAST FROM THE EY4099'INTERSECTION WITH SR 1611, IN THE SOUTHWEST SHOULDER, IN FRONT OF A EY4099'SMALL FRAME HOUSE. THE STATION IS A STANDARD NCGS DISK EY4099'STAMPED---WATERS 1982---, SET INTO THE TOP OF A ROUND CONCRETE EY4099'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 6.9 EY4099'METERS (22.5 FT) SOUTHWEST OF THE CENTERLINE OF US 264, 7.9 METERS EY4099'(16.0 FT) NORTH OF THE EAST END OF A DRIVEWAY CULVERT, 7.1 METERS EY4099'(23.4 FT) EAST OF THE WEST END OF A DRIVEWAY CULVERT, 24.7 METERS EY4099'(81.0 FT) NORTHWEST OF A POWER POLE WITH A REFERENCE TAG, 24.1 METERS EY4099'(89.0 FT) NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE. EY4099 EY4099 STATION RECOVERY (1984) EY4099 EY4099'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4099'STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) SOUTHWEST OF PANTEGO AND EY4099'26.4 KM (16.40 MI) EAST OF WASHINGTON. ALONG US 264 FOR 2.5 KM (1.55 EY4099'MI) WEST FROM YEATESVILLE, OR 0.7 KM (0.45 MI) EAST FROM SR 1611, IN EY4099'THE SOUTHWEST SHOULDER, IN FRONT OF A SMALL FRAME HOUSE. MARK IS EY4099'RECESSED 3 INCHES BELOW GROUND. LOCATED 6.9 M (22.6 FT) SOUTHWEST OF EY4099'THE CENTERLINE OF US 264, 7.9 M (25.9 FT) NORTH OF THE EAST END OF A EY4099'DRIVEWAY CULVERT, 7.1 M (23.3 FT) EAST OF THE WEST END OF A DRIVEWAY EY4099'CULVERT, 24.7 M (81.0 FT) NORTHWEST OF A POWER POLE WITH A REFERENCE EY4099'TAG, 24.1 M (79.1 FT) NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3848 *********************************************************************** EY3848 DESIGNATION - WATSON EY3848 PID - EY3848 EY3848 STATE/COUNTY- NC/BEAUFORT EY3848 USGS QUAD - AURORA (1993) EY3848 EY3848 *CURRENT SURVEY CONTROL EY3848 ___________________________________________________________________ EY3848* NAD 83(1986)- 35 18 00.08187(N) 076 49 58.11943(W) ADJUSTED EY3848* NAVD 88 - 4.003 (meters) 13.13 (feet) ADJUSTED EY3848 ___________________________________________________________________ EY3848 LAPLACE CORR- -1.89 (seconds) DEFLEC99 EY3848 GEOID HEIGHT- -37.20 (meters) GEOID03 EY3848 DYNAMIC HT - 3.999 (meters) 13.12 (feet) COMP EY3848 MODELED GRAV- 979,740.0 (mgal) NAVD 88 EY3848 EY3848 HORZ ORDER - SECOND EY3848 VERT ORDER - SECOND CLASS II EY3848 EY3848.The North Carolina HARNS have been completed but, EY3848.due to contractual restrictions, coordinates for these stations EY3848.will NOT be published in the near future. In the interim, the EY3848.published coordinates in North Carolina will not be EY3848.consistent with the Continuously Operating Reference Stations EY3848.(CORS). The HARN coordinates for these stations are available EY3848.upon request. Contact Gary Thompson(919-733-3836). EY3848. EY3848.In addition, the published North Carolina positions EY3848.(NAD 83 (1986)) are NOT consistent with those determined in EY3848.adjacent state readjustments. The discontinuity between stations EY3848.located in North Carolina and those in adjacent states EY3848.which have been adjusted to the HARN may be as much as 5 EY3848.decimeters. This will result in a significant loss of accuracy EY3848.over lines crossing such state borders. EY3848 EY3848 EY3848.The horizontal coordinates were established by classical geodetic methods EY3848.and adjusted by the National Geodetic Survey in April 1998. EY3848 EY3848.The orthometric height was determined by differential leveling EY3848.and adjusted by the National Geodetic Survey in June 1998. EY3848 EY3848.The Laplace correction was computed from DEFLEC99 derived deflections. EY3848 EY3848.The geoid height was determined by GEOID03. EY3848 EY3848.The dynamic height is computed by dividing the NAVD 88 EY3848.geopotential number by the normal gravity value computed on the EY3848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3848.degrees latitude (g = 980.6199 gals.). EY3848 EY3848.The modeled gravity was interpolated from observed gravity values. EY3848 EY3848; North East Units Scale Factor Converg. EY3848;SPC NC - 174,095.266 806,674.406 MT 0.99987295 +1 15 03.0 EY3848;SPC NC - 571,177.55 2,646,564.28 sFT 0.99987295 +1 15 03.0 EY3848;UTM 18 - 3,907,855.773 333,356.201 MT 0.99994224 -1 03 33.7 EY3848 EY3848! - Elev Factor x Scale Factor = Combined Factor EY3848!SPC NC - 1.00000521 x 0.99987295 = 0.99987816 EY3848!UTM 18 - 1.00000521 x 0.99994224 = 0.99994745 EY3848 EY3848: Primary Azimuth Mark Grid Az EY3848:SPC NC - WALKER 254 03 50.0 EY3848:UTM 18 - WALKER 256 22 26.7 EY3848 EY3848|---------------------------------------------------------------------| EY3848| PID Reference Object Distance Geod. Az | EY3848| dddmmss.s | EY3848| EY3847 WALKER APPROX. 1.8 KM 2551853.0 | EY3848|---------------------------------------------------------------------| EY3848 EY3848 SUPERSEDED SURVEY CONTROL EY3848 EY3848 NAD 83(1986)- 35 18 00.09319(N) 076 49 58.11167(W) AD( ) 2 EY3848 NAD 27 - 35 17 59.46429(N) 076 49 59.37048(W) AD( ) 2 EY3848 NGVD 29 (04/29/98) 4.34 (m) 14.2 (f) LEVELING 3 EY3848 EY3848.Superseded values are not recommended for survey control. EY3848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3848.See file dsdata.txt to determine how the superseded data were derived. EY3848 EY3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3335607856(NAD 83) EY3848_MARKER: DE = TRAVERSE STATION DISK EY3848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3848_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY3848_STAMPING: WATSON 1966 EY3848_MARK LOGO: NCGS EY3848_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY3848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3848+STABILITY: SURFACE MOTION EY3848 EY3848 HISTORY - Date Condition Report By EY3848 HISTORY - 1966 MONUMENTED NCGS EY3848 HISTORY - 19830103 GOOD NCGS EY3848 EY3848 STATION DESCRIPTION EY3848 EY3848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL) EY3848'WATSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY3848'IN THE VICINITY OF AURORA, NORTH CAROLINA. EY3848' EY3848'WATSON IS 2.45 MILES W OF AURORA AND 3.25 MILES SE OF EY3848'EDWARD. LOCATED 1.2 MILES E ALONG NC 33 FROM NC 306. 0.2 MILES W EY3848'OF SR 1937. ON N ROAD BANK OF NC 33 AND APPROXIMATELY 150 FT W EY3848'OF GROUND TELEPHONE SERVICE JUNCTION BOX. EY3848' EY3848'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY3848'WATSON 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY3848'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY3848' EY3848'MARK IS EY3848' EY3848'30.7 FT N OF C/L OF NC 33 EY3848' EY3848'19.4 FT N OF YELLOW ARROW PAINTED ON NC 33 EY3848' EY3848'163.7 FT E OF PP WITH ALUMINUM REF. TAG EY3848' EY3848'144.4 FT W OF TELEPHONE SERVICE BOX EY3848' EY3848'3.0 FT N OF DITCH BANK EY3848' EY3848'103.7 FT N OF PP SERVICE POLE EY3848' EY3848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY3848 EY3848 STATION RECOVERY (1983) EY3848 EY3848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY3848'RECOVERED IN GOOD CONDITION. THE YELLOW ARROW AND POWER POLE 163.7 FT EY3848'(49.9 M) EAST, ARE BOTH GONE. MARK IS LOCATED 5.85 M (19.19 FT) EAST EY3848'OF A POWER POLE WITH A TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4012 *********************************************************************** EY4012 DESIGNATION - WAY RM 4 EY4012 PID - EY4012 EY4012 STATE/COUNTY- NC/BEAUFORT EY4012 USGS QUAD - BELHAVEN (1974) EY4012 EY4012 *CURRENT SURVEY CONTROL EY4012 ___________________________________________________________________ EY4012* NAD 83(1986)- 35 33 52.41819(N) 076 31 53.13944(W) ADJUSTED EY4012* NAVD 88 - 3. (meters) 10. (feet) SCALED EY4012 ___________________________________________________________________ EY4012 LAPLACE CORR- -3.48 (seconds) DEFLEC99 EY4012 GEOID HEIGHT- -37.30 (meters) GEOID03 EY4012 EY4012 HORZ ORDER - SECOND EY4012 EY4012.The North Carolina HARNS have been completed but, EY4012.due to contractual restrictions, coordinates for these stations EY4012.will NOT be published in the near future. In the interim, the EY4012.published coordinates in North Carolina will not be EY4012.consistent with the Continuously Operating Reference Stations EY4012.(CORS). The HARN coordinates for these stations are available EY4012.upon request. Contact Gary Thompson(919-733-3836). EY4012. EY4012.In addition, the published North Carolina positions EY4012.(NAD 83 (1986)) are NOT consistent with those determined in EY4012.adjacent state readjustments. The discontinuity between stations EY4012.located in North Carolina and those in adjacent states EY4012.which have been adjusted to the HARN may be as much as 5 EY4012.decimeters. This will result in a significant loss of accuracy EY4012.over lines crossing such state borders. EY4012 EY4012 EY4012.The horizontal coordinates were established by classical geodetic methods EY4012.and adjusted by the National Geodetic Survey in July 1986. EY4012 EY4012.The orthometric height was scaled from a topographic map. EY4012 EY4012.The Laplace correction was computed from DEFLEC99 derived deflections. EY4012 EY4012.The geoid height was determined by GEOID03. EY4012 EY4012; North East Units Scale Factor Converg. EY4012;SPC NC - 204,072.615 833,345.683 MT 0.99988745 +1 25 29.2 EY4012;SPC NC - 669,528.24 2,734,068.29 sFT 0.99988745 +1 25 29.2 EY4012;UTM 18 - 3,936,732.519 361,215.912 MT 0.99983736 -0 53 27.1 EY4012 EY4012! - Elev Factor x Scale Factor = Combined Factor EY4012!SPC NC - 1.00000543 x 0.99988745 = 0.99989288 EY4012!UTM 18 - 1.00000543 x 0.99983736 = 0.99984279 EY4012 EY4012: Primary Azimuth Mark Grid Az EY4012:SPC NC - WAY RM 1 AZIMUTH 083 41 56.1 EY4012:UTM 18 - WAY RM 1 AZIMUTH 086 00 52.4 EY4012 EY4012|---------------------------------------------------------------------| EY4012| PID Reference Object Distance Geod. Az | EY4012| dddmmss.s | EY4012| EY5608 WAY RM 1 AZIMUTH 0850725.3 | EY4012| EY3296 SCRANTON FOREST SERVICE LOT APPROX. 8.4 KM 1003208.9 | EY4012| EY0417 WAY 17.308 METERS 22854 | EY4012| EY0418 WAY RM 2 58.743 METERS 24052 | EY4012| EY0419 WAY RM 3 31.363 METERS 30807 | EY4012|---------------------------------------------------------------------| EY4012 EY4012 SUPERSEDED SURVEY CONTROL EY4012 EY4012 NAD 27 - 35 33 51.82100(N) 076 31 54.40100(W) AD( ) 2 EY4012 EY4012.Superseded values are not recommended for survey control. EY4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4012.See file dsdata.txt to determine how the superseded data were derived. EY4012 EY4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6121636733(NAD 83) EY4012_MARKER: DR = REFERENCE MARK DISK EY4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4012 EY4012 HISTORY - Date Condition Report By EY4012 HISTORY - 1954 MONUMENTED CGS EY4012 EY4012 STATION DESCRIPTION EY4012 EY4012'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY4012'STATION IS LOCATED ABOUT 5 MILES EAST NORTHEAST OF BELHAVEN AT EY4012'COXES CROSSROADS. STATION IS 47 FEET SOUTH OF THE CENTERLINE EY4012'OF U.S. HIGHWAY 264. THE MARK PROJECTS ABOUT 2 INCHES AND EY4012'THE DISK IS STAMPED WAY NO 4 1933. EY4012' EY4012'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 29 FEET SOUTH OF THE EY4012'CENTERLINE OF U.S. HIGHWAY 264, 22 FEET WEST OF DITCH AND 1 EY4012'FOOT NORTH OF WITNESS POST. THE MARK IS FLUSH WITH THE GROUND EY4012'AND THE DISK IS STAMPED WAY NO 1 1933. EY4012' EY4012'REFERENCE MARK NO. 2 IS 28 FEET NORTHEAST OF THE CENTERLINE EY4012'OF HIGHWAY. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS EY4012'STAMPED WAY NO 2 1933. EY4012' EY4012'REFERENCE MARK NO. 3 IS 50 FEET NORTH OF THE CENTERLINE OF EY4012'HIGHWAY AND 37 FEET WEST OF TELEPHONE POLE. THE MARK PROJECTS EY4012'ABOUT 4 INCHES AND THE DISK IS STAMPED WAY NO 3 1933. EY4012' EY4012'TO REACH FROM BELHAVEN, AT POINT WHERE U.S. HIGHWAY 264 MAKES EY4012'A RIGHT ANGLE TURN, GO NORTHEAST AND NORTH ON U.S. HIGHWAY EY4012'264 FOR 6.0 MILES TO A REVERSE FORK ON LEFT AND STATION ON EY4012'RIGHT AS DESCRIBED. CONTINUE EAST FOR 0.4 MILE TO REFERENCE EY4012'MARK NO. 1 ON RIGHT OR SOUTH SOUTH OF ROAD AS DESCRIBED. EY4012' EY4012'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4343 *********************************************************************** EY4343 DESIGNATION - WEATHERLY EY4343 PID - EY4343 EY4343 STATE/COUNTY- NC/BEAUFORT EY4343 USGS QUAD - WASHINGTON (1983) EY4343 EY4343 *CURRENT SURVEY CONTROL EY4343 ___________________________________________________________________ EY4343* NAD 83(1986)- 35 30 54.71995(N) 077 05 49.80961(W) ADJUSTED EY4343* NAVD 88 - 9.557 (meters) 31.35 (feet) ADJUSTED EY4343 ___________________________________________________________________ EY4343 LAPLACE CORR- -2.45 (seconds) DEFLEC99 EY4343 GEOID HEIGHT- -36.62 (meters) GEOID03 EY4343 DYNAMIC HT - 9.549 (meters) 31.33 (feet) COMP EY4343 MODELED GRAV- 979,753.2 (mgal) NAVD 88 EY4343 EY4343 HORZ ORDER - SECOND EY4343 VERT ORDER - SECOND CLASS II EY4343 EY4343.The North Carolina HARNS have been completed but, EY4343.due to contractual restrictions, coordinates for these stations EY4343.will NOT be published in the near future. In the interim, the EY4343.published coordinates in North Carolina will not be EY4343.consistent with the Continuously Operating Reference Stations EY4343.(CORS). The HARN coordinates for these stations are available EY4343.upon request. Contact Gary Thompson(919-733-3836). EY4343. EY4343.In addition, the published North Carolina positions EY4343.(NAD 83 (1986)) are NOT consistent with those determined in EY4343.adjacent state readjustments. The discontinuity between stations EY4343.located in North Carolina and those in adjacent states EY4343.which have been adjusted to the HARN may be as much as 5 EY4343.decimeters. This will result in a significant loss of accuracy EY4343.over lines crossing such state borders. EY4343 EY4343 EY4343.The horizontal coordinates were established by classical geodetic methods EY4343.and adjusted by the National Geodetic Survey in April 1998. EY4343 EY4343.The orthometric height was determined by differential leveling EY4343.and adjusted by the National Geodetic Survey in June 1998. EY4343 EY4343.The Laplace correction was computed from DEFLEC99 derived deflections. EY4343 EY4343.The geoid height was determined by GEOID03. EY4343 EY4343.The dynamic height is computed by dividing the NAVD 88 EY4343.geopotential number by the normal gravity value computed on the EY4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4343.degrees latitude (g = 980.6199 gals.). EY4343 EY4343.The modeled gravity was interpolated from observed gravity values. EY4343 EY4343; North East Units Scale Factor Converg. EY4343;SPC NC - 197,468.633 782,180.616 MT 0.99988313 +1 05 53.7 EY4343;SPC NC - 647,861.67 2,566,204.24 sFT 0.99988313 +1 05 53.7 EY4343;UTM 18 - 3,932,201.622 309,823.127 MT 1.00004571 -1 13 07.1 EY4343 EY4343! - Elev Factor x Scale Factor = Combined Factor EY4343!SPC NC - 1.00000425 x 0.99988313 = 0.99988738 EY4343!UTM 18 - 1.00000425 x 1.00004571 = 1.00004996 EY4343 EY4343 SUPERSEDED SURVEY CONTROL EY4343 EY4343 NAD 83(1986)- 35 30 54.72020(N) 077 05 49.81153(W) AD( ) 2 EY4343 NGVD 29 (04/29/98) 9.88 (m) 32.4 (f) LEVELING 3 EY4343 EY4343.Superseded values are not recommended for survey control. EY4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4343.See file dsdata.txt to determine how the superseded data were derived. EY4343 EY4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0982332202(NAD 83) EY4343_MARKER: DE = TRAVERSE STATION DISK EY4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4343_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4343_STAMPING: WEATHERLY 1979 EY4343_MARK LOGO: NCGS EY4343_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EY4343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4343+STABILITY: SURFACE MOTION EY4343 EY4343 HISTORY - Date Condition Report By EY4343 HISTORY - 1979 MONUMENTED NCGS EY4343 HISTORY - 19830101 GOOD NCGS EY4343 HISTORY - 20030301 MARK NOT FOUND USPSQD EY4343 HISTORY - 20040625 MARK NOT FOUND USPSQD EY4343 EY4343 STATION DESCRIPTION EY4343 EY4343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4343'THE STATION IS LOCATED IN CHOCOWINITY. EY4343' EY4343'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 33, PROCEED EY4343'NORTHEAST ALONG US 17 FOR 0.25 MILE TO STATION ON THE RIGHT ON THE EY4343'PROLONGATION OF THE SOUTH SIDE OF A 2 STORY HOUSE. EY4343' EY4343'STATION MARK IS A STANDARD DISK STAMPED---WEATHERLY 1979---SET IN TOP EY4343'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. EY4343'THE MARK IS 2.6 FEET SOUTHEAST OF EAST CURB OF US 17, 19.7 FEET WEST EY4343'OF SOUTHERNMOST BRICK COLUMN, 15.0 FEET NORTH-NORTHEAST OF 6 INCH EY4343'CREPE MYRTLE, 39.4 FEET SOUTHWEST OF SERVICE POLE WITH REFERENCE TAG EY4343'AND 72.8 FEET SOUTH-SOUTHEAST OF 10 INCH CEDAR WITH REFERENCE TAG. EY4343 EY4343 STATION RECOVERY (1983) EY4343 EY4343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4343'RECOVERED AS DESCRIBED. EY4343 EY4343 STATION RECOVERY (2003) EY4343 EY4343'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD) EY4343'MARK NOT FOUND EY4343 EY4343 STATION RECOVERY (2004) EY4343 EY4343'RECOVERY NOTE BY US POWER SQUADRON 2004 EY4343'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4080 *********************************************************************** EY4080 DESIGNATION - WEEPING EY4080 PID - EY4080 EY4080 STATE/COUNTY- NC/BEAUFORT EY4080 USGS QUAD - PANTEGO (1974) EY4080 EY4080 *CURRENT SURVEY CONTROL EY4080 ___________________________________________________________________ EY4080* NAD 83(1986)- 35 35 15.34982(N) 076 39 09.74619(W) ADJUSTED EY4080* NAVD 88 - 2.497 (meters) 8.19 (feet) ADJUSTED EY4080 ___________________________________________________________________ EY4080 LAPLACE CORR- -2.36 (seconds) DEFLEC99 EY4080 GEOID HEIGHT- -37.06 (meters) GEOID03 EY4080 DYNAMIC HT - 2.494 (meters) 8.18 (feet) COMP EY4080 MODELED GRAV- 979,778.6 (mgal) NAVD 88 EY4080 EY4080 HORZ ORDER - SECOND EY4080 VERT ORDER - SECOND CLASS II EY4080 EY4080.The North Carolina HARNS have been completed but, EY4080.due to contractual restrictions, coordinates for these stations EY4080.will NOT be published in the near future. In the interim, the EY4080.published coordinates in North Carolina will not be EY4080.consistent with the Continuously Operating Reference Stations EY4080.(CORS). The HARN coordinates for these stations are available EY4080.upon request. Contact Gary Thompson(919-733-3836). EY4080. EY4080.In addition, the published North Carolina positions EY4080.(NAD 83 (1986)) are NOT consistent with those determined in EY4080.adjacent state readjustments. The discontinuity between stations EY4080.located in North Carolina and those in adjacent states EY4080.which have been adjusted to the HARN may be as much as 5 EY4080.decimeters. This will result in a significant loss of accuracy EY4080.over lines crossing such state borders. EY4080 EY4080 EY4080.The horizontal coordinates were established by classical geodetic methods EY4080.and adjusted by the National Geodetic Survey in July 1998. EY4080 EY4080.The orthometric height was determined by differential leveling EY4080.and adjusted by the National Geodetic Survey in June 1991. EY4080 EY4080.The Laplace correction was computed from DEFLEC99 derived deflections. EY4080 EY4080.The geoid height was determined by GEOID03. EY4080 EY4080.The dynamic height is computed by dividing the NAVD 88 EY4080.geopotential number by the normal gravity value computed on the EY4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4080.degrees latitude (g = 980.6199 gals.). EY4080 EY4080.The modeled gravity was interpolated from observed gravity values. EY4080 EY4080; North East Units Scale Factor Converg. EY4080;SPC NC - 206,360.912 822,294.914 MT 0.99988972 +1 21 17.2 EY4080;SPC NC - 677,035.76 2,697,812.56 sFT 0.99988972 +1 21 17.2 EY4080;UTM 18 - 3,939,465.465 350,267.001 MT 0.99987628 -0 57 43.1 EY4080 EY4080! - Elev Factor x Scale Factor = Combined Factor EY4080!SPC NC - 1.00000543 x 0.99988972 = 0.99989515 EY4080!UTM 18 - 1.00000543 x 0.99987628 = 0.99988171 EY4080 EY4080 SUPERSEDED SURVEY CONTROL EY4080 EY4080 NAVD 88 (07/14/98) 2.50 (m) 8.2 (f) LEVELING 3 EY4080 EY4080.Superseded values are not recommended for survey control. EY4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4080.See file dsdata.txt to determine how the superseded data were derived. EY4080 EY4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5026739465(NAD 83) EY4080_MARKER: DE = TRAVERSE STATION DISK EY4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4080_SP_SET: CONCRETE POST EY4080_STAMPING: WEEPING 1982 EY4080_MARK LOGO: NCGS EY4080_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4080+STABILITY: SURFACE MOTION EY4080 EY4080 HISTORY - Date Condition Report By EY4080 HISTORY - 1982 MONUMENTED NCGS EY4080 HISTORY - 19840601 GOOD NCGS EY4080 EY4080 STATION DESCRIPTION EY4080 EY4080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4080'0.8 KM (0.5 MI) ENE FROM PANTEGO. EY4080'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST-NORTHEAST OF EY4080'PANTEGO. ALONG US 264 FOR 0.9 KM (0.55 MI) SOUTH FROM THE EY4080'INTERSECTION WITH NC 99, AT THE INTERSECTION WITH SR 1700. THE EY4080'STATION IS A STANDARD NCGS DISK STAMPED---WEEPING 1982---, SET INTO EY4080'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM EY4080'BELOW GROUND. LOCATED 7.6 METERS (25.0 FT) NORTHEAST OF THE EY4080'CENTERLINE OF US 264, 11.4 METERS (37.5 FT) SOUTH OF THE CENTERLINE EY4080'OF SR 1700, 19.7 METERS (64.5 FT) SOUTHWEST OF A 24-INCH PECAN, AND EY4080'11.7 METERS (38.3 FT) NORTHWEST OF A TELEPHONE POLE (1009), 22.4 EY4080'METERS (73.5 FT) EAST OF A TELEPHONE POLE (1008)--BOTH WITH REFERENCE EY4080'TAGS. EY4080 EY4080 STATION RECOVERY (1984) EY4080 EY4080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4080'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST-NORTHEAST OF PANTEGO. EY4080'ALONG US 264 FOR 0.9 KM (0.55 MI) SOUTH FROM NC 99, AT SR 1700. MARK EY4080'IS RECESSED 4 INCHES BELOW GROUND. LOCATED 7.6 M (24.9 FT) NORTHEAST EY4080'OF THE CENTERLINE OF US 264, 11.4 M (37.4 FT) SOUTH OF THE CENTERLINE EY4080'OF SR 1700, 19.7 M (64.6 FT) SOUTHWEST OF A 24-INCH PECAN, AND 11.7 M EY4080'(38.4 FT) NORTHWEST OF A TELEPHONE POLE (1009), 22.4 M (73.5 FT) EAST EY4080'OF A TELEPHONE POLE (1008)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2182 *********************************************************************** EY2182 DESIGNATION - WEST EY2182 PID - EY2182 EY2182 STATE/COUNTY- NC/BEAUFORT EY2182 USGS QUAD - WASHINGTON (1983) EY2182 EY2182 *CURRENT SURVEY CONTROL EY2182 ___________________________________________________________________ EY2182* NAD 83(1986)- 35 33 32.37462(N) 077 03 15.12027(W) ADJUSTED EY2182* NAVD 88 - 2.9 (meters) 10. (feet) VERTCON EY2182 ___________________________________________________________________ EY2182 LAPLACE CORR- -2.20 (seconds) DEFLEC99 EY2182 GEOID HEIGHT- -36.60 (meters) GEOID03 EY2182 EY2182 HORZ ORDER - SECOND EY2182 EY2182.The North Carolina HARNS have been completed but, EY2182.due to contractual restrictions, coordinates for these stations EY2182.will NOT be published in the near future. In the interim, the EY2182.published coordinates in North Carolina will not be EY2182.consistent with the Continuously Operating Reference Stations EY2182.(CORS). The HARN coordinates for these stations are available EY2182.upon request. Contact Gary Thompson(919-733-3836). EY2182. EY2182.In addition, the published North Carolina positions EY2182.(NAD 83 (1986)) are NOT consistent with those determined in EY2182.adjacent state readjustments. The discontinuity between stations EY2182.located in North Carolina and those in adjacent states EY2182.which have been adjusted to the HARN may be as much as 5 EY2182.decimeters. This will result in a significant loss of accuracy EY2182.over lines crossing such state borders. EY2182 EY2182 EY2182.The horizontal coordinates were established by classical geodetic methods EY2182.and adjusted by the National Geodetic Survey in July 1986. EY2182 EY2182.The NAVD 88 height was computed by applying the VERTCON shift value to EY2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2182 EY2182.The Laplace correction was computed from DEFLEC99 derived deflections. EY2182 EY2182.The geoid height was determined by GEOID03. EY2182 EY2182; North East Units Scale Factor Converg. EY2182;SPC NC - 202,401.535 785,982.047 MT 0.99988692 +1 07 23.0 EY2182;SPC NC - 664,045.70 2,578,676.10 sFT 0.99988692 +1 07 23.0 EY2182;UTM 18 - 3,936,977.497 313,821.522 MT 1.00002716 -1 11 41.8 EY2182 EY2182! - Elev Factor x Scale Factor = Combined Factor EY2182!SPC NC - 1.00000530 x 0.99988692 = 0.99989221 EY2182!UTM 18 - 1.00000530 x 1.00002716 = 1.00003246 EY2182 EY2182: Primary Azimuth Mark Grid Az EY2182:SPC NC - BAIRD 299 58 31.9 EY2182:UTM 18 - BAIRD 302 17 36.7 EY2182 EY2182|---------------------------------------------------------------------| EY2182| PID Reference Object Distance Geod. Az | EY2182| dddmmss.s | EY2182| EY2097 BAIRD APPROX. 0.8 KM 3010554.9 | EY2182|---------------------------------------------------------------------| EY2182 EY2182 SUPERSEDED SURVEY CONTROL EY2182 EY2182 NAD 27 - 35 33 31.78710(N) 077 03 16.29247(W) AD( ) 2 EY2182 NGVD 29 (07/19/86) 3.2 (m) 10. (f) VERT ANG EY2182 EY2182.Superseded values are not recommended for survey control. EY2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2182.See file dsdata.txt to determine how the superseded data were derived. EY2182 EY2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1382236977(NAD 83) EY2182_MARKER: DE = TRAVERSE STATION DISK EY2182_SETTING: 0 = UNSPECIFIED SETTING EY2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2182_MAGNETIC: O = OTHER; SEE DESCRIPTION EY2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EY2182 EY2182 HISTORY - Date Condition Report By EY2182 HISTORY - 1965 MONUMENTED NCGS EY2182 HISTORY - 19830101 SEE DESCRIPTION NCGS EY2182 HISTORY - 19890729 MARK NOT FOUND USPSQD EY2182 HISTORY - 20040624 MARK NOT FOUND USPSQD EY2182 EY2182 STATION DESCRIPTION EY2182 EY2182'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2182'WEST IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EY2182'VICINITY OF WASHINGTON, NORTH CAROLINA. EY2182' EY2182'WEST IS 1.0 MILE N OF WASHINGTON. TO REACH STATION FROM U.S. 17 EY2182'AND MAIN STREET AT PAMLICO RIVER BRIDGE. GO 1.4 MILES N ON U.S. 17 EY2182'TO W. 15TH ST.. TURN RIGHT (E) ON 15TH ST. FOR 0.5 MILES TO EY2182'WASHINGTON STREET. STATION IS IN SE QUAD OF INTERSECTION. EY2182' EY2182'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2182'WEST 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EY2182'IS FLUSH WITH THE SURFACE OF THE GROUND. EY2182' EY2182'MARK IS EY2182' EY2182'78.4 FT SE OF PP 19 EY2182' EY2182'2.0 FT S OF CURB OF W 15TH ST. EY2182' EY2182'101.0 FT NE OF PP 4 ON WASHINGTON ST. EY2182' EY2182'5.9 FT NE OF STREET MARKER EY2182' EY2182'51.0 FT E OF FIRE HYDRANT EY2182' EY2182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2182 EY2182 STATION RECOVERY (1983) EY2182 EY2182'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2182'SEARCHED FOR BUT NOT FOUND. THE ROAD HAS BEEN REWORKED AND THE EY2182'REFERENCES PLACE THE MARK UNDER THE PAVEMENT. EY2182 EY2182 STATION RECOVERY (1989) EY2182 EY2182'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2182'MARK NOT FOUND. EY2182 EY2182 STATION RECOVERY (2004) EY2182 EY2182'RECOVERY NOTE BY US POWER SQUADRON 2004 EY2182'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3939 *********************************************************************** EY3939 DESIGNATION - WEST EY3939 PID - EY3939 EY3939 STATE/COUNTY- NC/BEAUFORT EY3939 USGS QUAD - BLOUNTS BAY (1993) EY3939 EY3939 *CURRENT SURVEY CONTROL EY3939 ___________________________________________________________________ EY3939* NAD 83(1986)- 35 23 56.97738(N) 076 57 41.60432(W) ADJUSTED EY3939* NAVD 88 - 8. (meters) 26. (feet) SCALED EY3939 ___________________________________________________________________ EY3939 LAPLACE CORR- -2.29 (seconds) DEFLEC99 EY3939 GEOID HEIGHT- -36.90 (meters) GEOID03 EY3939 EY3939 HORZ ORDER - THIRD EY3939 EY3939.The North Carolina HARNS have been completed but, EY3939.due to contractual restrictions, coordinates for these stations EY3939.will NOT be published in the near future. In the interim, the EY3939.published coordinates in North Carolina will not be EY3939.consistent with the Continuously Operating Reference Stations EY3939.(CORS). The HARN coordinates for these stations are available EY3939.upon request. Contact Gary Thompson(919-733-3836). EY3939. EY3939.In addition, the published North Carolina positions EY3939.(NAD 83 (1986)) are NOT consistent with those determined in EY3939.adjacent state readjustments. The discontinuity between stations EY3939.located in North Carolina and those in adjacent states EY3939.which have been adjusted to the HARN may be as much as 5 EY3939.decimeters. This will result in a significant loss of accuracy EY3939.over lines crossing such state borders. EY3939 EY3939 EY3939.The horizontal coordinates were established by classical geodetic methods EY3939.and adjusted by the National Geodetic Survey in July 1986. EY3939 EY3939.The orthometric height was scaled from a topographic map. EY3939 EY3939.The Laplace correction was computed from DEFLEC99 derived deflections. EY3939 EY3939.The geoid height was determined by GEOID03. EY3939 EY3939; North East Units Scale Factor Converg. EY3939;SPC NC - 184,842.589 794,742.800 MT 0.99987589 +1 10 35.5 EY3939;SPC NC - 606,437.73 2,607,418.67 sFT 0.99987589 +1 10 35.5 EY3939;UTM 18 - 3,919,076.637 321,866.731 MT 0.99999105 -1 08 11.6 EY3939 EY3939! - Elev Factor x Scale Factor = Combined Factor EY3939!SPC NC - 1.00000459 x 0.99987589 = 0.99988048 EY3939!UTM 18 - 1.00000459 x 0.99999105 = 0.99999564 EY3939 EY3939 SUPERSEDED SURVEY CONTROL EY3939 EY3939 NAD 27 - 35 23 56.39100(N) 076 57 42.80100(W) AD( ) 3 EY3939 EY3939.Superseded values are not recommended for survey control. EY3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3939.See file dsdata.txt to determine how the superseded data were derived. EY3939 EY3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2186719077(NAD 83) EY3939_MARKER: DS = TRIANGULATION STATION DISK EY3939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY3939_STAMPING: WEST 1935 EY3939_MARK LOGO: CGS EY3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3939+STABILITY: SURFACE MOTION EY3939 EY3939 HISTORY - Date Condition Report By EY3939 HISTORY - 1935 MONUMENTED CGS EY3939 HISTORY - 1948 GOOD CGS EY3939 EY3939 STATION DESCRIPTION EY3939 EY3939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3939'THIS INTERSECTION STATION IS ON THE E SIDE OF BLOUNT CREEK, ABOUT 3 EY3939'MILES FROM ITS MOUTH ON THE PROPERTY OF JOHN W. WESTERN OF WHICH EY3939'FRANK E. WESTERN IS THE TENANT. IT IS IN A SMALL CLEARING S OF THE EY3939'ROAD AND 0.15 MILE FROM THE TOBACCO BARN. IT IS 16 FEET S OF THE EY3939'CENTER LINE OF THE DIRT ROAD, 19 FEET NE OF A TRIANGULAR BLAZED 12 EY3939'INCH PINE TREE, 34 FEET SE OF A 20 INCH TRIANGULAR BLAZED PINE TREE EY3939'ON THE N SIDE OF THE ROAD, AND 1 FOOT N OF THE FENCE. EY3939' EY3939'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE. EY3939' EY3939'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 33 AND U.S. HIGHWAY 17 AT EY3939'CHOCOWINITY, FOLLOW STATE HIGHWAY 33 SE FOR 13.4 MILES (0.3 MILE EY3939'PAST BRIDGE OVER BLOUNT CREEK) AND TURN LEFT ON A DIRT ROAD, FOLLOW EY3939'MAIN TRAVELED ROAD 2.1 MILES, TAKE LEFT FORK AND GO 0.1 MILE AND EY3939'TURN RIGHT AROUND J.B. WESTERN HOUSE, CONTINUE O.1 MILE TO THE EY3939'TOBACCO BARN AND TURN LEFT ON FIELD ROAD, GO 0.15 MILE TO A SMALL EY3939'CLEARING ON THE LEFT SIDE OF THE ROAD. EY3939' EY3939'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION. EY3939 EY3939 STATION RECOVERY (1948) EY3939 EY3939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3939'STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION EY3939'WAS FOUND TO BE INADEQUATE AND A NEW DESCRIPTION FOLLOWS. EY3939' EY3939'THIS INTERSECTION STATION IS ON THE E SIDE OF BLOUNTS CREEK, ABOUT 3 EY3939'MILES FROM ITS MOUTH, ON THE PROPERTY OF JOHN W. WESTERN OF WHICH EY3939'FRANK E. WESTERN IS THE TENANT. IT IS IN THE CENTER OF AN OLD EY3939'TOBACCO BED, 11.4 FEET S OF THE CENTER LINE OF ROAD FROM A STOCK EY3939'BARN, AND 83 FEET E OF TWIN OAKS AT SW CORNER OF FIELD AND CURVE IN EY3939'ROAD. EY3939' EY3939'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN EY3939'CONCRETE. EY3939' EY3939'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND US HIGHWAY EY3939'17 AT CHOCOWINITY, FOLLOW STATE HIGHWAY 33 SE FOR 13.4 MILES (0.3 EY3939'MILE PAST BRIDGE OVER BLOUNTS CREEK) AND TURN LEFT ON A DIRT ROAD AT EY3939'WARREN CHAPEL, FOLLOW MAIN TRAVELED ROAD 2.1 MILES, AND TURN RIGHT EY3939'AROUND J.B. WESTERNS HOUSE, CONTINUE 0.1 MILE TO STOCK BARN AND EY3939'TURN LEFT OND FIELD ROAD, GO 0.15 MILE TO OLD TOBACCO BED ON LEFT OF EY3939'THE ROAD AND STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4345 *********************************************************************** EY4345 DESIGNATION - WHARTON EY4345 PID - EY4345 EY4345 STATE/COUNTY- NC/BEAUFORT EY4345 USGS QUAD - WASHINGTON (1983) EY4345 EY4345 *CURRENT SURVEY CONTROL EY4345 ___________________________________________________________________ EY4345* NAD 83(1986)- 35 36 04.92913(N) 077 07 16.55638(W) ADJUSTED EY4345* NAVD 88 - 4.35 (+/-2cm) 14.3 (feet) VERTCON EY4345 ___________________________________________________________________ EY4345 LAPLACE CORR- -3.17 (seconds) DEFLEC99 EY4345 GEOID HEIGHT- -36.40 (meters) GEOID03 EY4345 EY4345 HORZ ORDER - SECOND EY4345 VERT ORDER - THIRD ? (See Below) EY4345 EY4345.The North Carolina HARNS have been completed but, EY4345.due to contractual restrictions, coordinates for these stations EY4345.will NOT be published in the near future. In the interim, the EY4345.published coordinates in North Carolina will not be EY4345.consistent with the Continuously Operating Reference Stations EY4345.(CORS). The HARN coordinates for these stations are available EY4345.upon request. Contact Gary Thompson(919-733-3836). EY4345. EY4345.In addition, the published North Carolina positions EY4345.(NAD 83 (1986)) are NOT consistent with those determined in EY4345.adjacent state readjustments. The discontinuity between stations EY4345.located in North Carolina and those in adjacent states EY4345.which have been adjusted to the HARN may be as much as 5 EY4345.decimeters. This will result in a significant loss of accuracy EY4345.over lines crossing such state borders. EY4345 EY4345 EY4345.The horizontal coordinates were established by classical geodetic methods EY4345.and adjusted by the National Geodetic Survey in October 1990. EY4345 EY4345.The NAVD 88 height was computed by applying the VERTCON shift value to EY4345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4345.The vertical order pertains to the NGVD 29 superseded value. EY4345 EY4345.The Laplace correction was computed from DEFLEC99 derived deflections. EY4345 EY4345.The geoid height was determined by GEOID03. EY4345 EY4345; North East Units Scale Factor Converg. EY4345;SPC NC - 206,984.761 779,814.528 MT 0.99989115 +1 05 03.7 EY4345;SPC NC - 679,082.50 2,558,441.50 sFT 0.99989115 +1 05 03.7 EY4345;UTM 18 - 3,941,807.240 307,843.580 MT 1.00005503 -1 14 06.9 EY4345 EY4345! - Elev Factor x Scale Factor = Combined Factor EY4345!SPC NC - 1.00000503 x 0.99989115 = 0.99989618 EY4345!UTM 18 - 1.00000503 x 1.00005503 = 1.00006006 EY4345 EY4345 SUPERSEDED SURVEY CONTROL EY4345 EY4345 NGVD 29 (10/26/90) 4.69 (m) 15.4 (f) LEVELING 3 EY4345 EY4345.Superseded values are not recommended for survey control. EY4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4345.See file dsdata.txt to determine how the superseded data were derived. EY4345 EY4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0784441807(NAD 83) EY4345_MARKER: DE = TRAVERSE STATION DISK EY4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4345_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4345_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4345+STABILITY: SURFACE MOTION EY4345 EY4345 HISTORY - Date Condition Report By EY4345 HISTORY - 1979 MONUMENTED NCGS EY4345 EY4345 STATION DESCRIPTION EY4345 EY4345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4345'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE EAST-SOUTHEAST OF EY4345'LATHAM AND 5.2 MILES NORTHWEST OF WASHINGTON. EY4345' EY4345'TO REACH STATION FROM US 264 CROSSING OF THE PITT-BEAUFORT COUNTY EY4345'LINE AT TRANTERS CREEK, PROCEED EASTERLY ALONG US 264 FOR 1.15 MILES EY4345'TO STATION ON THE LEFT AT A CONCRETE DRIVEWAY TO A LARGE BRICK HOUSE EY4345'AND 0.05 MILE EAST OF SR 1409. EY4345' EY4345'STATION MARK IS A STANDARD DISK STAMPED---WHARTON 1979---SET IN TOP EY4345'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. EY4345'THE MARK IS 21.1 FEET NORTH-NORTHEAST OF CENTERLINE OF US 264, 15.8 EY4345'FEET WEST-NORTHWEST OF CENTERLINE OF DRIVEWAY, 4.3 FEET SOUTH OF WEST EY4345'END OF CULVERT, 81.2 FEET NORTH OF POST BETWEEN TELEPHONE EQUIPMENT EY4345'WITH REFERENCE TAG AND 93.3 FEET SOUTHWEST OF SOUTHEAST CORNER OF EY4345'HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3783 *********************************************************************** EY3783 DESIGNATION - WHITLEY EY3783 PID - EY3783 EY3783 STATE/COUNTY- NC/BEAUFORT EY3783 USGS QUAD - BATH (1993) EY3783 EY3783 *CURRENT SURVEY CONTROL EY3783 ___________________________________________________________________ EY3783* NAD 83(1986)- 35 23 05.89699(N) 076 48 49.33452(W) ADJUSTED EY3783* NAVD 88 - 2. (meters) 7. (feet) SCALED EY3783 ___________________________________________________________________ EY3783 LAPLACE CORR- -1.90 (seconds) DEFLEC99 EY3783 GEOID HEIGHT- -37.14 (meters) GEOID03 EY3783 EY3783 HORZ ORDER - SECOND EY3783 EY3783.The North Carolina HARNS have been completed but, EY3783.due to contractual restrictions, coordinates for these stations EY3783.will NOT be published in the near future. In the interim, the EY3783.published coordinates in North Carolina will not be EY3783.consistent with the Continuously Operating Reference Stations EY3783.(CORS). The HARN coordinates for these stations are available EY3783.upon request. Contact Gary Thompson(919-733-3836). EY3783. EY3783.In addition, the published North Carolina positions EY3783.(NAD 83 (1986)) are NOT consistent with those determined in EY3783.adjacent state readjustments. The discontinuity between stations EY3783.located in North Carolina and those in adjacent states EY3783.which have been adjusted to the HARN may be as much as 5 EY3783.decimeters. This will result in a significant loss of accuracy EY3783.over lines crossing such state borders. EY3783 EY3783 EY3783.The horizontal coordinates were established by classical geodetic methods EY3783.and adjusted by the National Geodetic Survey in July 1986. EY3783 EY3783.The orthometric height was scaled from a topographic map. EY3783 EY3783.The Laplace correction was computed from DEFLEC99 derived deflections. EY3783 EY3783.The geoid height was determined by GEOID03. EY3783 EY3783; North East Units Scale Factor Converg. EY3783;SPC NC - 183,554.677 808,204.087 MT 0.99987528 +1 15 42.7 EY3783;SPC NC - 602,212.30 2,651,582.91 sFT 0.99987528 +1 15 42.7 EY3783;UTM 18 - 3,917,246.404 335,266.244 MT 0.99993443 -1 03 01.8 EY3783 EY3783! - Elev Factor x Scale Factor = Combined Factor EY3783!SPC NC - 1.00000557 x 0.99987528 = 0.99988085 EY3783!UTM 18 - 1.00000557 x 0.99993443 = 0.99994000 EY3783 EY3783: Primary Azimuth Mark Grid Az EY3783:SPC NC - JAMES RESET 287 46 36.7 EY3783:UTM 18 - JAMES RESET 290 05 21.2 EY3783 EY3783|---------------------------------------------------------------------| EY3783| PID Reference Object Distance Geod. Az | EY3783| dddmmss.s | EY3783| EY5631 WHITLEY RM 1 23.331 METERS 02930 | EY3783| EY5632 WHITLEY RM 2 23.122 METERS 10349 | EY3783| AE8797 JAMES RESET APPROX.17.7 KM 2890219.4 | EY3783| EY3768 DURHAM CREEK LIGHT APPROX. 1.9 KM 3411207.2 | EY3783|---------------------------------------------------------------------| EY3783 EY3783 SUPERSEDED SURVEY CONTROL EY3783 EY3783 NAD 27 - 35 23 05.30500(N) 076 48 50.56200(W) AD( ) 2 EY3783 EY3783.Superseded values are not recommended for survey control. EY3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3783.See file dsdata.txt to determine how the superseded data were derived. EY3783 EY3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3526617246(NAD 83) EY3783_MARKER: DS = TRIANGULATION STATION DISK EY3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3783 EY3783 HISTORY - Date Condition Report By EY3783 HISTORY - 1935 MONUMENTED CGS EY3783 HISTORY - 1949 GOOD CGS EY3783 HISTORY - 1967 GOOD USE EY3783 EY3783 STATION DESCRIPTION EY3783 EY3783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA) EY3783'STATION IS ON THE E SIDE OF DURHAM CREEK ABOUT 1/4 MILE N OF THE EY3783'MOUTH OF PORTER CREEK ON PROPERTY BELONGING TO W.H. WHITLEY. EY3783' EY3783'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE. EY3783' EY3783'STATION MARK PROJECTS ABOUT 8 INCHES, AND IS ABOUT 100 YARDS W OF THE EY3783'WHITLEY HOME, 14.6 METERS N OF THE N CORNER OF A BARN, 5 METERS BACK EY3783'OF THE EDGE OF THE BLUFF OF THE SHORE LINE AND 24.2 METERS UPSTREAM EY3783'FROM THE EASTERLY ONE OF TWO LARGE CYPRESS TREES WHICH STAND NEAR EY3783'THE WATERS EDGE. EY3783' EY3783'REFERENCE MARK NO.1 IS 27 FEET N OF THE SE CORNER OF A WIRE FENCE, 3 EY3783'FEET N OF THE WIRE FENCE, AND 35 FEET FROM THE TOP OF THE EY3783'EMBANKMENT. EY3783' EY3783'REFERENCE MARK NO.2 IS 12 FEET NE OF A DYING OAK TREE, AND 21 FEET E EY3783'OF THE SE CORNER OF THE BARN. EY3783' EY3783'TO REACH STATION FROM THE STANDARD AND TEXACO GAS STATIONS AT FIVE EY3783'POINTS (ON ROUTE 33, ABOUT 0.7 MILE NW OF EDWARDS, SEE ROAD MAP), EY3783'TAKE ROAD TO BONNERTON, FOLLOWING SIGNS FOR 3 MILES, TURN LEFT AT T EY3783'JUNCTION ON BONNERTON AND FOLLOW MAIN TRAVELED ROAD 4.3 MILES EY3783'AND TAKE LEFT FORK AT GREENCO CAMP SIGN. CONTINUE 1.7 MILES AND TURN EY3783'LEFT AT T AND FOLLOW 0.4 MILE TO WHITLEY HOME AND STATION. EY3783 EY3783 STATION RECOVERY (1949) EY3783 EY3783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3783'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. EY3783'DISTANCES TO THE REFERENCE MARKS FROM THE STATION WERE MEASURED WITH EY3783'A STEEL TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY3783'INADEQUATE. A NEW DESCRIPTION FOLLOWS. EY3783' EY3783'STATION IS ON THE E SIDE OF DURHAM CREEK, ABOUT 1/4 MILE N OF THE EY3783'MOUTH OF PORTER CREEK, ON PROPERTY OWNED BY W.H. WHITNEY. THE EY3783'STATION IS 300.0 FEET 250 DEG MAG. AZIMUTH FROM THE PORCH OF WHITLEYS EY3783'HOUSE, 14.6 METERS 310 DEG MAG. AZIMUTH FROM THE NW CORNER OF A EY3783'BARN, 5.7 METERS BACK OF THE EDGE OF THE BLUFF OF THE SHORELINE, EY3783'AND 20.5 METERS UPSTREAM FROM A LARGE CYPRESS TREE WHICH STANDS NEAR EY3783'THE WATERS EDGE. MEAN HIGH WATER LINE IS 11.45 METERS 280 DEG MAG. EY3783'AZIMUTH FROM THE STATION. EY3783' EY3783'STATION MARK IS A BRONZE STATION DISK. STAMPED WHITLEY 1935 AND SET EY3783'IN CONCRETE PROJECTING 2 INCHES ABOVE THE GROUND. EY3783' EY3783'REFERENCE MARK 1 IS 30 DEG MAG. AZIMUTH FROM THE STATION, 28.5 METERS EY3783'N OF THE NW CORNER OF THE BARN, AND 29 FEET FROM THE TOP OF THE EY3783'EMBANKMENT. IT IS A BRONZE REFERENCE DISK, STAMPED NO 1 1935, SET EY3783'IN CONCRETE, AND PROJECTING 3 INCHES ABOVE GROUND. EY3783' EY3783'REFERENCE MARK 2 IS 115 DEG MAG. AZIMUTH FROM THE STATION, 12 FEET NW EY3783'OF A DYING OAK TREE, AND 11.1 METERS E OF THE NW CORNER OF THE BARN. EY3783'IT IS A BRONZE REFERENCE DISK, STAMPED NO 2 1935, SET IN CONCRETE, EY3783'AND PROJECTING 4 INCHES ABOVE THE GROUND. EY3783' EY3783'TO REACH THE STATION FROM ROUTE 33 AT EDWARDS, TAKEN ROAD TO EY3783'BONNERTON, TURN LEFT AT T JUNCTION IN BONNERTON AND FOLLOW MAIN EY3783'TRAVELED ROAD 4.3 MILES TO ROAD FORK, TAKE LEFT FORK 1.7 MILES TO T EY3783'JUNCTION, TURN LEFT AND FOLLOW 0.4 MILE TO WHITLEY HOME AND EY3783'STATION. EY3783 EY3783 STATION RECOVERY (1967) EY3783 EY3783'RECOVERY NOTE BY US ENGINEERS 1967 EY3783'STATION IS THE CENTER OF STANDARD USC AND GS BRONZE DISK STAMPED EY3783'WHITLEY 1935 SET IN CONCRETE FLUSH WITH THE GROUND. EY3783' EY3783'STATION IS ABOUT 300 FEET SW OF WHITLEY HOME AND W OF A SHED IN AN EY3783'OVERGROWN FIELD 15 FEET E OF A BLUFF. IT IS 37 FEET FROM NW CORNER EY3783'OF SHED AND 38 FEET FROM SW CORNER OF SHED. EY3783' EY3783'TO REACH FROM HICKORY PT PROCEED W ON HICKORY PT ROAD 6.6 MILES TO EY3783'FORK, GO N 1.7 MILES TO T INTERSECTION, TURN S, GO 0.4 MILE TO HOUSE EY3783'AND STATION SITE. EY3783' EY3783'RM 1 WAS NOT RECOVERED DUE TO HEAVY BRUSH, BUT BELIEVED TO BE INTACT. EY3783' EY3783'RM 2 WAS NOT RECOVERED DUE TO HEAVY BRUSH, BUT BELIEVED TO BE INTACT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3940 *********************************************************************** EY3940 DESIGNATION - WIDE EY3940 PID - EY3940 EY3940 STATE/COUNTY- NC/BEAUFORT EY3940 USGS QUAD - BLOUNTS BAY (1993) EY3940 EY3940 *CURRENT SURVEY CONTROL EY3940 ___________________________________________________________________ EY3940* NAD 83(1986)- 35 27 29.05306(N) 076 58 31.17143(W) ADJUSTED EY3940* NAVD 88 - 1.122 (meters) 3.68 (feet) ADJUSTED EY3940 ___________________________________________________________________ EY3940 LAPLACE CORR- -2.01 (seconds) DEFLEC99 EY3940 GEOID HEIGHT- -36.83 (meters) GEOID03 EY3940 DYNAMIC HT - 1.121 (meters) 3.68 (feet) COMP EY3940 MODELED GRAV- 979,756.5 (mgal) NAVD 88 EY3940 EY3940 HORZ ORDER - THIRD EY3940 VERT ORDER - SECOND CLASS II EY3940 EY3940.The North Carolina HARNS have been completed but, EY3940.due to contractual restrictions, coordinates for these stations EY3940.will NOT be published in the near future. In the interim, the EY3940.published coordinates in North Carolina will not be EY3940.consistent with the Continuously Operating Reference Stations EY3940.(CORS). The HARN coordinates for these stations are available EY3940.upon request. Contact Gary Thompson(919-733-3836). EY3940. EY3940.In addition, the published North Carolina positions EY3940.(NAD 83 (1986)) are NOT consistent with those determined in EY3940.adjacent state readjustments. The discontinuity between stations EY3940.located in North Carolina and those in adjacent states EY3940.which have been adjusted to the HARN may be as much as 5 EY3940.decimeters. This will result in a significant loss of accuracy EY3940.over lines crossing such state borders. EY3940 EY3940 EY3940.The horizontal coordinates were established by classical geodetic methods EY3940.and adjusted by the National Geodetic Survey in July 1986. EY3940 EY3940.The orthometric height was determined by differential leveling EY3940.and adjusted by the National Geodetic Survey in May 2000. EY3940.No vertical observational check was made to the station. EY3940 EY3940.The Laplace correction was computed from DEFLEC99 derived deflections. EY3940 EY3940.The geoid height was determined by GEOID03. EY3940 EY3940.The dynamic height is computed by dividing the NAVD 88 EY3940.geopotential number by the normal gravity value computed on the EY3940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY3940.degrees latitude (g = 980.6199 gals.). EY3940 EY3940.The modeled gravity was interpolated from observed gravity values. EY3940 EY3940; North East Units Scale Factor Converg. EY3940;SPC NC - 191,350.799 793,359.158 MT 0.99987905 +1 10 06.9 EY3940;SPC NC - 627,790.08 2,602,879.17 sFT 0.99987905 +1 10 06.9 EY3940;UTM 18 - 3,925,636.167 320,746.855 MT 0.99999598 -1 08 46.3 EY3940 EY3940! - Elev Factor x Scale Factor = Combined Factor EY3940!SPC NC - 1.00000560 x 0.99987905 = 0.99988465 EY3940!UTM 18 - 1.00000560 x 0.99999598 = 1.00000158 EY3940 EY3940: Primary Azimuth Mark Grid Az EY3940:SPC NC - HILL 352 14 20.6 EY3940:UTM 18 - HILL 354 33 13.8 EY3940 EY3940|---------------------------------------------------------------------| EY3940| PID Reference Object Distance Geod. Az | EY3940| dddmmss.s | EY3940| EY5633 WIDE RM 20.712 METERS 28327 | EY3940| EY3927 HILL APPROX. 2.9 KM 3532427.5 | EY3940|---------------------------------------------------------------------| EY3940 EY3940 SUPERSEDED SURVEY CONTROL EY3940 EY3940 NAD 27 - 35 27 28.45900(N) 076 58 32.36000(W) AD( ) 3 EY3940 EY3940.Superseded values are not recommended for survey control. EY3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3940.See file dsdata.txt to determine how the superseded data were derived. EY3940 EY3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2074725636(NAD 83) EY3940_MARKER: DS = TRIANGULATION STATION DISK EY3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3940_STAMPING: WIDE 1935 EY3940_MARK LOGO: CGS EY3940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EY3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY3940+STABILITY: SURFACE MOTION EY3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EY3940+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990 EY3940 EY3940 HISTORY - Date Condition Report By EY3940 HISTORY - 1935 MONUMENTED CGS EY3940 HISTORY - 1948 GOOD CGS EY3940 HISTORY - 1967 GOOD USE EY3940 HISTORY - 19900510 GOOD NCGS EY3940 EY3940 STATION DESCRIPTION EY3940 EY3940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3940'STATION IS ON THE WESTERN SIDE OF BLOUNT BAY, ABOUT 1 MILE SE OF EY3940'HILLS POINT, ON A ROUNDING POINT. IT IS LOCATED AT THE EDGE EY3940'OF TREE LINE ON GROUND ABOUT 8 FEET ABOVE HIGH WATER. AN EY3940'UNIMPROVED ROAD LEADS TO THE STATION FROM THE S. EY3940 EY3940 STATION RECOVERY (1948) EY3940 EY3940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3940'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD EY3940'CONDITION. DISTANCE TO R.M. 1 WAS MEASURED WITH A STEEL TAPE AND EY3940'FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS INADEQUATE, EY3940'NEW DESCRIPTION FOLLOWS. EY3940' EY3940'STATION IS ON THE S SHORE OF THE PAMLICO RIVER, ON THE W SIDE EY3940'OF BLOUNT BAY, ABOUT 1.0 MILE SE OF HILLS POINT, ON A ROUNDING EY3940'POINT OF LAND OWNED BY W.G. YEATES. EY3940' EY3940'TO REACH THE STATION FROM CHOCOWINITY, FROM INTERSECTION OF EY3940'U.S. HIGHWAY 17 AND STATE HIGHWAY 33, GO SE ON HIGHWAY 33 FOR EY3940'4.8 MILES TO MC CONNELL STATION SIGN, GO NE (LEFT) 2.3 MILES EY3940'ON DIRT ROAD (CROSS RAILROAD AT MC CONNELL STATION AT 1.8 MILES), EY3940'TURN SE (RIGHT) 0.2 MILE, TURN NE (LEFT) 1.5 MILES TO T-ROAD EY3940'INTERSECTION, TURN NE (LEFT) 0.6 MILE TO JAMES CROSSROADS, GO NE EY3940'(STRAIGHT) 1.4 MILES TO CROSSROADS, GO NE (STRAIGHT) 0.4 MILE EY3940'TO Y-ROAD INTERSECTION, GO N (LEFT) 0.1 MILE TO HOUSE OF W.G. EY3940'YEATES, WALK DOWN PATH BETWEEN CULTIVATED FIELDS APPROXIMATELY EY3940'1,350 FEET TO RIVER AND STATION. STATION IS 9-1/2 FEET N EY3940'OF SQUARE BLAZED 20-INCH BLACK GUM TREE AND 12 FEET E OF EY3940'CENTER LINE OF PATH FROM HOUSE. EY3940' EY3940'STATION MARK IS STAMPED WIDE 1935. EY3940' EY3940'REFERENCE MARK 1 IS 67.95 FEET SW OF STATION, 7 FEET W OF EY3940'CENTER LINE OF PATH FROM HOUSE, AT N END OF LAST BEND IN EY3940'PATH. IT IS STAMPED NO 1 1935. EY3940 EY3940 STATION RECOVERY (1967) EY3940 EY3940'RECOVERY NOTE BY US ENGINEERS 1967 EY3940'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY3940'WIDE 1935 SET IN A CONCRETE MONUMENT. EY3940' EY3940'STATION IS ON THE SE SHORE OF THE PAMLICO RIVER, ON THE W SIDE EY3940'OF BLOUNT BAY, ABOUT 1.0 MILE SE OF HILLS POINT, ON A ROUNDING EY3940'POINT OF LAND. IT IS 9-1/2 FT N OF SQUARE BLAZED 20 IN BLACK EY3940'GUM TREE, AND 12 FT E OF CENTERLINE OF PATH FROM HOUSE. EY3940' EY3940'TO REACH THE STATION FROM CHOCOWINITY, AT THE INTERSECTION OF EY3940'U.S. HIGHWAY 17 AND STATE HIGHWAY 33 PROCEED SE 4.8 MILES ON EY3940'HIGHWAY 33 TO MC CONNELL STATION SIGN, GO NE 2.3 MILES ON DIRT EY3940'ROAD (CROSS RAILROAD AT MC CONNELL STATION AT 1.8 MILE), TURN SE EY3940'0.2 MILE, TURN NE 1.5 MILE TO T-ROAD INTERSECTION, TURN NE 0.6 EY3940'MILE TO JAMES CROSSROADS, GO NE 1.4 MILE TO CROSSROADS, GO NE 0.4 EY3940'MILE TO Y-ROAD INTERSECTION, GO N 0.1 MILE TO HOUSE OF W.G. EY3940'YEATES, WALK DOWN PATH BETWEEN CULTIVATED FIELDS EY3940'APPROXIMATELY 1,350 FT TO RIVER AND STATION SITE. EY3940' EY3940'R.M. 1 WAS NOT RECOVERED. BELIEVED BURIED. EY3940 EY3940 STATION RECOVERY (1990) EY3940 EY3940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB) EY3940'RECOVERED AS DESCRIBED. MARK PROJECTS 1 INCH ABOVE GROUND. LOCATED EY3940'45 FT (13.7 M) WEST OF THE SHORELINE, 1.7 FT (0.5 M) EAST OF A WITNESS EY3940'POST, 11.0 FT (3.4 M) NORTHWEST OF A 16-INCH PINE, 3.7 FT (1.1 M) EY3940'SOUTHWEST OF A 10-INCH PINE, AND 3.6 FT (1.1 M) SOUTHEAST OF A PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4348 *********************************************************************** EY4348 DESIGNATION - WILD CHERRY EY4348 PID - EY4348 EY4348 STATE/COUNTY- NC/BEAUFORT EY4348 USGS QUAD - GRIMESLAND (1979) EY4348 EY4348 *CURRENT SURVEY CONTROL EY4348 ___________________________________________________________________ EY4348* NAD 83(1986)- 35 36 12.33700(N) 077 07 59.32926(W) ADJUSTED EY4348* NAVD 88 - 4.50 (+/-2cm) 14.8 (feet) VERTCON EY4348 ___________________________________________________________________ EY4348 LAPLACE CORR- -3.31 (seconds) DEFLEC99 EY4348 GEOID HEIGHT- -36.37 (meters) GEOID03 EY4348 EY4348 HORZ ORDER - SECOND EY4348 VERT ORDER - THIRD ? (See Below) EY4348 EY4348.The North Carolina HARNS have been completed but, EY4348.due to contractual restrictions, coordinates for these stations EY4348.will NOT be published in the near future. In the interim, the EY4348.published coordinates in North Carolina will not be EY4348.consistent with the Continuously Operating Reference Stations EY4348.(CORS). The HARN coordinates for these stations are available EY4348.upon request. Contact Gary Thompson(919-733-3836). EY4348. EY4348.In addition, the published North Carolina positions EY4348.(NAD 83 (1986)) are NOT consistent with those determined in EY4348.adjacent state readjustments. The discontinuity between stations EY4348.located in North Carolina and those in adjacent states EY4348.which have been adjusted to the HARN may be as much as 5 EY4348.decimeters. This will result in a significant loss of accuracy EY4348.over lines crossing such state borders. EY4348 EY4348 EY4348.The horizontal coordinates were established by classical geodetic methods EY4348.and adjusted by the National Geodetic Survey in October 1990. EY4348 EY4348.The NAVD 88 height was computed by applying the VERTCON shift value to EY4348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY4348.The vertical order pertains to the NGVD 29 superseded value. EY4348 EY4348.The Laplace correction was computed from DEFLEC99 derived deflections. EY4348 EY4348.The geoid height was determined by GEOID03. EY4348 EY4348; North East Units Scale Factor Converg. EY4348;SPC NC - 207,192.698 778,733.912 MT 0.99989137 +1 04 39.0 EY4348;SPC NC - 679,764.71 2,554,896.18 sFT 0.99989137 +1 04 39.0 EY4348;UTM 18 - 3,942,058.786 306,772.088 MT 1.00006012 -1 14 32.1 EY4348 EY4348! - Elev Factor x Scale Factor = Combined Factor EY4348!SPC NC - 1.00000500 x 0.99989137 = 0.99989637 EY4348!UTM 18 - 1.00000500 x 1.00006012 = 1.00006512 EY4348 EY4348 SUPERSEDED SURVEY CONTROL EY4348 EY4348 NGVD 29 (10/26/90) 4.84 (m) 15.9 (f) LEVELING 3 EY4348 EY4348.Superseded values are not recommended for survey control. EY4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4348.See file dsdata.txt to determine how the superseded data were derived. EY4348 EY4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0677242059(NAD 83) EY4348_MARKER: DE = TRAVERSE STATION DISK EY4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4348_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY4348_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4348+STABILITY: SURFACE MOTION EY4348 EY4348 HISTORY - Date Condition Report By EY4348 HISTORY - 1979 MONUMENTED NCGS EY4348 HISTORY - 19910504 MARK NOT FOUND USPSQD EY4348 EY4348 STATION DESCRIPTION EY4348 EY4348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EY4348'THE STATION IS LOCATED IN THE LATHAM COMMUNITY APPROXIMATELY 5.7 MILES EY4348'NORTHWEST OF WASHINGTON. EY4348' EY4348'TO REACH STATION FROM US 264 CROSSING OF THE PITT-BEAUFORT COUNTY LINE EY4348'AT TRANTERS CREEK, PROCEED EASTERLY ALONG US 264 FOR 0.45 MILE TO EY4348'STATION IN THE RIGHT SHOULDER DIRECTLY IN FRONT OF A 2 STORY WHITE EY4348'SHINGLED HOUSE AND 0.05 MILE EAST OF SR 1410. EY4348' EY4348'STATION MARK IS A STANDARD DISK STAMPED---WILD CHERRY 1979---SET IN EY4348'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND EY4348'SURFACE. THE MARK IS 18.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US EY4348'264, 43.1 FEET WEST-NORTHWEST OF WEST END OF CULVERT, 37.6 FEET EY4348'EAST-SOUTHEAST OF EAST END OF CULVERT, 25.1 FEET EAST-NORTHEAST OF 8 EY4348'INCH WILD CHERRY TREE WITH REFERENCE TAG AND 68.2 FEET NORTHWEST OF EY4348'POWER POLE WITH REFERENCE TAG. EY4348 EY4348 STATION RECOVERY (1991) EY4348 EY4348'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM) EY4348'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AF9126 *********************************************************************** AF9126 DESIGNATION - WILKINS AF9126 PID - AF9126 AF9126 STATE/COUNTY- NC/BEAUFORT AF9126 USGS QUAD - HOKE (1978) AF9126 AF9126 *CURRENT SURVEY CONTROL AF9126 ___________________________________________________________________ AF9126* NAD 83(1986)- 35 38 17.37153(N) 076 48 15.04190(W) ADJUSTED AF9126* NAVD 88 - 11.6 (meters) 38. (feet) VERT ANG AF9126 ___________________________________________________________________ AF9126 LAPLACE CORR- -2.28 (seconds) DEFLEC99 AF9126 GEOID HEIGHT- -36.80 (meters) GEOID03 AF9126 AF9126 HORZ ORDER - SECOND AF9126 AF9126.The North Carolina HARNS have been completed but, AF9126.due to contractual restrictions, coordinates for these stations AF9126.will NOT be published in the near future. In the interim, the AF9126.published coordinates in North Carolina will not be AF9126.consistent with the Continuously Operating Reference Stations AF9126.(CORS). The HARN coordinates for these stations are available AF9126.upon request. Contact Gary Thompson(919-733-3836). AF9126. AF9126.In addition, the published North Carolina positions AF9126.(NAD 83 (1986)) are NOT consistent with those determined in AF9126.adjacent state readjustments. The discontinuity between stations AF9126.located in North Carolina and those in adjacent states AF9126.which have been adjusted to the HARN may be as much as 5 AF9126.decimeters. This will result in a significant loss of accuracy AF9126.over lines crossing such state borders. AF9126 AF9126 AF9126.The horizontal coordinates were established by classical geodetic methods AF9126.and adjusted by the National Geodetic Survey in July 1998. AF9126 AF9126.The orthometric height was determined by vertical angle observations. AF9126 AF9126.The Laplace correction was computed from DEFLEC99 derived deflections. AF9126 AF9126.The geoid height was determined by GEOID03. AF9126 AF9126; North East Units Scale Factor Converg. AF9126;SPC NC - 211,654.768 808,448.019 MT 0.99989526 +1 16 02.5 AF9126;SPC NC - 694,404.02 2,652,383.21 sFT 0.99989526 +1 16 02.5 AF9126;UTM 18 - 3,945,315.041 336,645.394 MT 0.99992884 -1 03 05.3 AF9126 AF9126! - Elev Factor x Scale Factor = Combined Factor AF9126!SPC NC - 1.00000395 x 0.99989526 = 0.99989921 AF9126!UTM 18 - 1.00000395 x 0.99992884 = 0.99993279 AF9126 AF9126 SUPERSEDED SURVEY CONTROL AF9126 AF9126.No superseded survey control is available for this station. AF9126 AF9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3664545315(NAD 83) AF9126_MARKER: DE = TRAVERSE STATION DISK AF9126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9126_STAMPING: WILKINS 1983 AF9126_MARK LOGO: NCGS AF9126_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AF9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9126+STABILITY: SURFACE MOTION AF9126 AF9126 HISTORY - Date Condition Report By AF9126 HISTORY - 1983 MONUMENTED NCGS AF9126 AF9126 STATION DESCRIPTION AF9126 AF9126'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AF9126'STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) EAST-NORTHEAST OF PINETOWN AF9126'AND 24.8 KM (15.40 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR AF9126'19.2 KM (11.95 MI) NORTH FROM US 264, OR 8.4 KM (5.20 MI) SOUTH FROM AF9126'THE COUNTY LINE, IN THE LEFT SHOULDER, ABOUT 350 FT (106.7 M) SOUTH OF AF9126'A SMALL CEMETARY. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 6.1 AF9126'M (20.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.9 M (91.5 AF9126'FT) NORTHEAST OF THE NORTHEAST END OF A DRIVEWAY CULVERT ON THE WEST AF9126'SIDE OF NC 32--AND 7.6 M (24.9 FT) SOUTHEAST OF A 20-INCH PINE, 15.9 M AF9126'(52.2 FT) NORTHEAST OF A 20-INCH PINE, 36.3 M (119.1 FT) NORTHWEST OF AF9126'A POWER POLE WITH A TRANSFORMER--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2183 *********************************************************************** EY2183 DESIGNATION - WILLIAMS EY2183 PID - EY2183 EY2183 STATE/COUNTY- NC/BEAUFORT EY2183 USGS QUAD - WASHINGTON (1983) EY2183 EY2183 *CURRENT SURVEY CONTROL EY2183 ___________________________________________________________________ EY2183* NAD 83(1986)- 35 34 20.35761(N) 077 03 56.87879(W) ADJUSTED EY2183* NAVD 88 - 8.6 (meters) 28. (feet) VERTCON EY2183 ___________________________________________________________________ EY2183 LAPLACE CORR- -2.43 (seconds) DEFLEC99 EY2183 GEOID HEIGHT- -36.56 (meters) GEOID03 EY2183 EY2183 HORZ ORDER - SECOND EY2183 EY2183.The North Carolina HARNS have been completed but, EY2183.due to contractual restrictions, coordinates for these stations EY2183.will NOT be published in the near future. In the interim, the EY2183.published coordinates in North Carolina will not be EY2183.consistent with the Continuously Operating Reference Stations EY2183.(CORS). The HARN coordinates for these stations are available EY2183.upon request. Contact Gary Thompson(919-733-3836). EY2183. EY2183.In addition, the published North Carolina positions EY2183.(NAD 83 (1986)) are NOT consistent with those determined in EY2183.adjacent state readjustments. The discontinuity between stations EY2183.located in North Carolina and those in adjacent states EY2183.which have been adjusted to the HARN may be as much as 5 EY2183.decimeters. This will result in a significant loss of accuracy EY2183.over lines crossing such state borders. EY2183 EY2183 EY2183.The horizontal coordinates were established by classical geodetic methods EY2183.and adjusted by the National Geodetic Survey in July 1986. EY2183 EY2183.The NAVD 88 height was computed by applying the VERTCON shift value to EY2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2183 EY2183.The Laplace correction was computed from DEFLEC99 derived deflections. EY2183 EY2183.The geoid height was determined by GEOID03. EY2183 EY2183; North East Units Scale Factor Converg. EY2183;SPC NC - 203,859.361 784,901.904 MT 0.99988819 +1 06 58.9 EY2183;SPC NC - 668,828.59 2,575,132.33 sFT 0.99988819 +1 06 58.9 EY2183;UTM 18 - 3,938,478.035 312,801.087 MT 1.00003186 -1 12 07.5 EY2183 EY2183! - Elev Factor x Scale Factor = Combined Factor EY2183!SPC NC - 1.00000439 x 0.99988819 = 0.99989258 EY2183!UTM 18 - 1.00000439 x 1.00003186 = 1.00003625 EY2183 EY2183: Primary Azimuth Mark Grid Az EY2183:SPC NC - MOOSE 200 26 04.8 EY2183:UTM 18 - MOOSE 202 45 11.2 EY2183 EY2183|---------------------------------------------------------------------| EY2183| PID Reference Object Distance Geod. Az | EY2183| dddmmss.s | EY2183| EY2137 MOOSE APPROX. 1.4 KM 2013303.7 | EY2183|---------------------------------------------------------------------| EY2183 EY2183 SUPERSEDED SURVEY CONTROL EY2183 EY2183 NAD 27 - 35 34 19.77112(N) 077 03 58.04776(W) AD( ) 2 EY2183 NGVD 29 (07/19/86) 8.9 (m) 29. (f) VERT ANG EY2183 EY2183.Superseded values are not recommended for survey control. EY2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2183.See file dsdata.txt to determine how the superseded data were derived. EY2183 EY2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1280138478(NAD 83) EY2183_MARKER: DE = TRAVERSE STATION DISK EY2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY2183_STAMPING: WILLIAMS 1965 EY2183_MARK LOGO: NCGS EY2183_MAGNETIC: N = NO MAGNETIC MATERIAL EY2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2183+STABILITY: SURFACE MOTION EY2183 EY2183 HISTORY - Date Condition Report By EY2183 HISTORY - 1965 MONUMENTED NCGS EY2183 HISTORY - 19830101 GOOD NCGS EY2183 HISTORY - 1989 GOOD USPSQD EY2183 HISTORY - 19890729 GOOD USPSQD EY2183 HISTORY - 20040106 MARK NOT FOUND USPSQD EY2183 EY2183 STATION DESCRIPTION EY2183 EY2183'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS) EY2183'WILLIAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EY2183'ESTABLISHED IN THE VICINITY OF WASHINGTON, NORTH CAROLINA. EY2183' EY2183'WILLIAMS IS 1.7 MILES N OF WASHINGTON. LOCATED 2.1 MILES N EY2183'ALONG U.S. 17 FROM PAMLICO RIVER BRIDGE. 0.1 MILE N OF SR EY2183'1404. 0.5 MILE S OF SR 1509. ON W DITCH BANK OF U.S. 17. IN EY2183'WHITAKERS YARD AND APPROXIMATELY 200 FT N OF A. J. WILLIAMS HOME. EY2183' EY2183'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2183'WILLIAMS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EY2183'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2183' EY2183'MARK IS EY2183' EY2183'31.6 FT W OF YELLOW ARROW ON U.S. 17 EY2183' EY2183'81.8 FT S OF PP WITH ALUMINUM REF. TAG EY2183' EY2183'59.8 FT E OF SE CORNER OF WHITAKER HOUSE EY2183' EY2183'28.2 FT SE OF LIGHT IN YARD EY2183' EY2183'86.7 FT N OF PP WITH ALUMINUM REF. TAG EY2183' EY2183'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EY2183 EY2183 STATION RECOVERY (1983) EY2183 EY2183'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY2183'RECOVERED AS DESCRIBED. MARK IS LOCATED 27.0 FT (8.2 M) WEST OF THE EY2183'BACK SIDE OF THE CURB AND GUTTER, 85.5 FT (26.1 M) SOUTH OF A POWER EY2183'POLE, AND 89.6 FT (27.3 M) NORTH OF A POWER POLE--BOTH POLES WITH EY2183'REFERENCE TAGS. EY2183 EY2183 STATION RECOVERY (1989) EY2183 EY2183'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM) EY2183'RECOVERED IN GOOD CONDITION. EY2183 EY2183 STATION RECOVERY (1989) EY2183 EY2183'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2183'RECOVERED IN GOOD CONDITION. EY2183 EY2183 STATION RECOVERY (2004) EY2183 EY2183'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY2183'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3849 *********************************************************************** EY3849 DESIGNATION - WINDLY EY3849 PID - EY3849 EY3849 STATE/COUNTY- NC/BEAUFORT EY3849 USGS QUAD - AURORA (1993) EY3849 EY3849 *CURRENT SURVEY CONTROL EY3849 ___________________________________________________________________ EY3849* NAD 83(1986)- 35 18 35.47410(N) 076 47 07.52772(W) ADJUSTED EY3849* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3849 ___________________________________________________________________ EY3849 LAPLACE CORR- -1.33 (seconds) DEFLEC99 EY3849 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3849 EY3849 HORZ ORDER - THIRD EY3849 EY3849.The North Carolina HARNS have been completed but, EY3849.due to contractual restrictions, coordinates for these stations EY3849.will NOT be published in the near future. In the interim, the EY3849.published coordinates in North Carolina will not be EY3849.consistent with the Continuously Operating Reference Stations EY3849.(CORS). The HARN coordinates for these stations are available EY3849.upon request. Contact Gary Thompson(919-733-3836). EY3849. EY3849.In addition, the published North Carolina positions EY3849.(NAD 83 (1986)) are NOT consistent with those determined in EY3849.adjacent state readjustments. The discontinuity between stations EY3849.located in North Carolina and those in adjacent states EY3849.which have been adjusted to the HARN may be as much as 5 EY3849.decimeters. This will result in a significant loss of accuracy EY3849.over lines crossing such state borders. EY3849 EY3849 EY3849.The horizontal coordinates were established by classical geodetic methods EY3849.and adjusted by the National Geodetic Survey in July 1986. EY3849 EY3849.The orthometric height was scaled from a topographic map. EY3849 EY3849.The Laplace correction was computed from DEFLEC99 derived deflections. EY3849 EY3849.The geoid height was determined by GEOID03. EY3849 EY3849; North East Units Scale Factor Converg. EY3849;SPC NC - 175,280.689 810,958.467 MT 0.99987310 +1 16 41.5 EY3849;SPC NC - 575,066.73 2,660,619.57 sFT 0.99987310 +1 16 41.5 EY3849;UTM 18 - 3,908,867.598 337,684.828 MT 0.99992469 -1 01 55.9 EY3849 EY3849! - Elev Factor x Scale Factor = Combined Factor EY3849!SPC NC - 1.00000574 x 0.99987310 = 0.99987884 EY3849!UTM 18 - 1.00000574 x 0.99992469 = 0.99993043 EY3849 EY3849: Primary Azimuth Mark Grid Az EY3849:SPC NC - GNEISS 315 40 47.8 EY3849:UTM 18 - GNEISS 317 59 25.2 EY3849 EY3849|---------------------------------------------------------------------| EY3849| PID Reference Object Distance Geod. Az | EY3849| dddmmss.s | EY3849| EY3802 CRAWFORD APPROX. 0.5 KM 0172844.4 | EY3849| EY3795 BARREN 332.861 METERS 06844 | EY3849| EY5640 WINDLY RM 13.230 METERS 20749 | EY3849| EY3810 GNEISS APPROX. 0.6 KM 3165729.3 | EY3849|---------------------------------------------------------------------| EY3849 EY3849 SUPERSEDED SURVEY CONTROL EY3849 EY3849 NAD 27 - 35 18 34.85300(N) 076 47 08.79700(W) AD( ) 3 EY3849 EY3849.Superseded values are not recommended for survey control. EY3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3849.See file dsdata.txt to determine how the superseded data were derived. EY3849 EY3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3768508868(NAD 83) EY3849_MARKER: DS = TRIANGULATION STATION DISK EY3849_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EY3849_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EY3849 EY3849 HISTORY - Date Condition Report By EY3849 HISTORY - 1935 MONUMENTED CGS EY3849 HISTORY - 1948 GOOD CGS EY3849 EY3849 STATION DESCRIPTION EY3849 EY3849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY3849'STATION IS ON THE W SIDE OF SOUTH CREEK, APPROXIMATELY 1/2 EY3849'MILE N OF HIGHWAY BRIDGE AT AURORA, NORTH CAROLINA, ON THE EY3849'SOUTHERN SIDE OF THE MOUTH OF BAILEY CREEK. FROM THE STATION, EY3849'WHICH IS IN VERY UNSTABLE MARSHY SOIL, MOUTH OF CREEK IS 75 METERS EY3849'N, SHORE LINE IS 20 METERS EASTERLY AND TREE LINE IS 75 METERS EY3849'WESTERLY. EY3849' EY3849'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED EY3849'8- BY 36-INCH TILE PROJECTING 12 INCHES ABOVE GROUND. EY3849' EY3849'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED EY3849'8- BY 30-INCH TILE PROJECTING 12 INCHES ABOVE GROUND. EY3849' EY3849'A 16-FOOT STAND WAS USED OVER THE STATION. EY3849 EY3849 STATION RECOVERY (1948) EY3849 EY3849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY3849'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3849'CONDITION. DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL EY3849'TAPE AND FOUND TO BE CORRECT. THE PUBLISHED DESCRIPTION IS EY3849'INADEQUATE, NEW DESCRIPTION FOLLOWS. EY3849' EY3849'STATION IS ON THE W SIDE OF SOUTH CREEK, APPROXIMATELY 1/2 EY3849'MILE N OF HIGHWAY BRIDGE AT AURORA, ON THE S SIDE OF THE MOUTH EY3849'OF BAILEY CREEK. FROM THE STATION, WHICH IS IN VERY UNSTABLE EY3849'MARSHY SOIL, THE MOUTH OF THE CREEK IS 75 METERS N, SHORELINE EY3849'IS 20 METERS E, AND TREE LINE IS 75 METERS W. STATION IS ABOUT EY3849'125 METERS NW OF PILES WHICH HAD SUPPORTED A RAILROAD. A SMALL EY3849'GUT IS 20 YARDS N OF THE STATION. EY3849' EY3849'STATION MARK IS A BRONZE DISK, STAMPED WINDLY 1935, SET IN A EY3849'CONCRETE-FILLED 8-INCH TILE PROJECTING 12 INCHES ABOVE GROUND. EY3849' EY3849'REFERENCE MARK IS A BRONZE REFERENCE DISK, STAMPED WINDLY 1935, EY3849'SET IN A CONCRETE-FILLED 8-INCH TILE PROJECTING 12 INCHES ABOVE EY3849'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2187 *********************************************************************** EY2187 DESIGNATION - WINITY EY2187 PID - EY2187 EY2187 STATE/COUNTY- NC/BEAUFORT EY2187 USGS QUAD - WASHINGTON (1983) EY2187 EY2187 *CURRENT SURVEY CONTROL EY2187 ___________________________________________________________________ EY2187* NAD 83(1986)- 35 30 51.53714(N) 077 03 44.32567(W) ADJUSTED EY2187* NAVD 88 - -0. (meters) -0. (feet) SCALED EY2187 ___________________________________________________________________ EY2187 LAPLACE CORR- -1.99 (seconds) DEFLEC99 EY2187 GEOID HEIGHT- -36.66 (meters) GEOID03 EY2187 EY2187 HORZ ORDER - THIRD EY2187 EY2187.The North Carolina HARNS have been completed but, EY2187.due to contractual restrictions, coordinates for these stations EY2187.will NOT be published in the near future. In the interim, the EY2187.published coordinates in North Carolina will not be EY2187.consistent with the Continuously Operating Reference Stations EY2187.(CORS). The HARN coordinates for these stations are available EY2187.upon request. Contact Gary Thompson(919-733-3836). EY2187. EY2187.In addition, the published North Carolina positions EY2187.(NAD 83 (1986)) are NOT consistent with those determined in EY2187.adjacent state readjustments. The discontinuity between stations EY2187.located in North Carolina and those in adjacent states EY2187.which have been adjusted to the HARN may be as much as 5 EY2187.decimeters. This will result in a significant loss of accuracy EY2187.over lines crossing such state borders. EY2187 EY2187 EY2187.The horizontal coordinates were established by classical geodetic methods EY2187.and adjusted by the National Geodetic Survey in July 1986. EY2187 EY2187.The orthometric height was scaled from a topographic map. EY2187 EY2187.The Laplace correction was computed from DEFLEC99 derived deflections. EY2187 EY2187.The geoid height was determined by GEOID03. EY2187 EY2187; North East Units Scale Factor Converg. EY2187;SPC NC - 197,431.724 785,343.496 MT 0.99988305 +1 07 06.2 EY2187;SPC NC - 647,740.58 2,576,581.12 sFT 0.99988305 +1 07 06.2 EY2187;UTM 18 - 3,932,036.858 312,982.420 MT 1.00003103 -1 11 54.1 EY2187 EY2187! - Elev Factor x Scale Factor = Combined Factor EY2187!SPC NC - 1.00000581 x 0.99988305 = 0.99988886 EY2187!UTM 18 - 1.00000581 x 1.00003103 = 1.00003684 EY2187 EY2187: Primary Azimuth Mark Grid Az EY2187:SPC NC - RAIN 103 00 15.1 EY2187:UTM 18 - RAIN 105 19 15.4 EY2187 EY2187|---------------------------------------------------------------------| EY2187| PID Reference Object Distance Geod. Az | EY2187| dddmmss.s | EY2187| EY4705 WINITY RM 21.631 METERS 01626 | EY2187| EY2149 RAIN APPROX. 0.8 KM 1040721.3 | EY2187| EY2105 CHOCO 481.710 METERS 1853837.4 | EY2187|---------------------------------------------------------------------| EY2187 EY2187 SUPERSEDED SURVEY CONTROL EY2187 EY2187 NAD 27 - 35 30 50.95500(N) 077 03 45.49400(W) AD( ) 3 EY2187 EY2187.Superseded values are not recommended for survey control. EY2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2187.See file dsdata.txt to determine how the superseded data were derived. EY2187 EY2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1298232037(NAD 83) EY2187_MARKER: DS = TRIANGULATION STATION DISK EY2187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY2187_SP_SET: TOP OF METAL PIPE IN CONCRETE EY2187 EY2187 HISTORY - Date Condition Report By EY2187 HISTORY - 1935 MONUMENTED CGS EY2187 HISTORY - 1949 GOOD CGS EY2187 EY2187 STATION DESCRIPTION EY2187 EY2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB) EY2187'THIS STATION IS ON THE N SHORE OF CHOCOWINITY BAY ON MARSHLAND EY2187'27.2 METERS FROM THE N BANK AT A POINT ON RANGE WITH STATION EY2187'CHOCO, 190 DEG MAGNETIC FROM SHORE. STATION IS ALMOST ON RANGE EY2187'WITH THE E POINT OF THE ISLAND IN THE MIDDLE OF THE BAY SW OF EY2187'THE STATION AND THE SMALL LANDING W OF STATION ENDING. EY2187' EY2187'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING EY2187'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN EY2187'POST DRIVEN INTO THE MARSH, MARK PROJECTING 11 INCHES. EY2187' EY2187'REFERENCE MARK NO.1 IS STANDARD REFERENCE DISK SET IN 8- BY EY2187'30-INCH TILE PROJECTING 7-1/2 INCHES. EY2187 EY2187 STATION RECOVERY (1949) EY2187 EY2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM) EY2187'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. THE EY2187'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND EY2187'FOUND TO BE CORRECT. ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY2187'DESCRIPTION FOLLOWS-- EY2187' EY2187'STATION IS ON THE N SHORE OF CHOCOWINITY BAY, ABOUT 1/2 MILE W OF EY2187'THE MOUTH OF CHOCOWINITY CREEK ON MARSH, 486.0 FEET W OF THE W BANK EY2187'OF A SMALL CREEK IN LINE WITH A 36-INCH CYPRESS ON THE E SIDE, EY2187'209.0 FEET SW OF A BLAZED 18-INCH PINE TREE, AND 70.5 FEET N OF THE EY2187'MEAN HIGH-WATER LINE. EY2187' EY2187'STATION MARK IS A BRONZE STATION DISK, STAMPED WINITY 1935, EY2187'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH EY2187'IS EMBEDDED IN THE GROUND, AND PROJECTING 8 INCHES ABOVE GROUND. EY2187' EY2187'REFERENCE MARK IS N OF THE STATION, 176.0 FEET SW OF THE BLAZED EY2187'PINE. IT IS A BRONZE REFERENCE DISK, STAMPED WINITY NO 1 1935, EY2187'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EY2187'EMBEDDED IN THE GROUND, AND PROJECTS 6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3557 *********************************************************************** EY3557 DESIGNATION - WINSTEAD EY3557 PID - EY3557 EY3557 STATE/COUNTY- NC/BEAUFORT EY3557 USGS QUAD - RANSOMVILLE (1983) EY3557 EY3557 *CURRENT SURVEY CONTROL EY3557 ___________________________________________________________________ EY3557* NAD 83(1986)- 35 27 51.39176(N) 076 38 04.79728(W) ADJUSTED EY3557* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3557 ___________________________________________________________________ EY3557 LAPLACE CORR- -1.44 (seconds) DEFLEC99 EY3557 GEOID HEIGHT- -37.22 (meters) GEOID03 EY3557 EY3557 HORZ ORDER - SECOND EY3557 EY3557.The North Carolina HARNS have been completed but, EY3557.due to contractual restrictions, coordinates for these stations EY3557.will NOT be published in the near future. In the interim, the EY3557.published coordinates in North Carolina will not be EY3557.consistent with the Continuously Operating Reference Stations EY3557.(CORS). The HARN coordinates for these stations are available EY3557.upon request. Contact Gary Thompson(919-733-3836). EY3557. EY3557.In addition, the published North Carolina positions EY3557.(NAD 83 (1986)) are NOT consistent with those determined in EY3557.adjacent state readjustments. The discontinuity between stations EY3557.located in North Carolina and those in adjacent states EY3557.which have been adjusted to the HARN may be as much as 5 EY3557.decimeters. This will result in a significant loss of accuracy EY3557.over lines crossing such state borders. EY3557 EY3557 EY3557.The horizontal coordinates were established by classical geodetic methods EY3557.and adjusted by the National Geodetic Survey in July 1986. EY3557 EY3557.The orthometric height was scaled from a topographic map. EY3557 EY3557.The Laplace correction was computed from DEFLEC99 derived deflections. EY3557 EY3557.The geoid height was determined by GEOID03. EY3557 EY3557; North East Units Scale Factor Converg. EY3557;SPC NC - 192,722.613 824,255.325 MT 0.99987945 +1 21 54.7 EY3557;SPC NC - 632,290.77 2,704,244.35 sFT 0.99987945 +1 21 54.7 EY3557;UTM 18 - 3,925,759.247 351,674.836 MT 0.99987112 -0 56 55.0 EY3557 EY3557! - Elev Factor x Scale Factor = Combined Factor EY3557!SPC NC - 1.00000574 x 0.99987945 = 0.99988519 EY3557!UTM 18 - 1.00000574 x 0.99987112 = 0.99987686 EY3557 EY3557: Primary Azimuth Mark Grid Az EY3557:SPC NC - MAKLEYVILLE 091 14 55.3 EY3557:UTM 18 - MAKLEYVILLE 093 33 45.0 EY3557 EY3557|---------------------------------------------------------------------| EY3557| PID Reference Object Distance Geod. Az | EY3557| dddmmss.s | EY3557| EY5641 WINSTEAD RM 1 41.627 METERS 01012 | EY3557| EY5642 WINSTEAD RM 2 0280932.0 | EY3557| EY3457 MAKLEYVILLE APPROX. 8.1 KM 0923650.0 | EY3557| EY5643 WINSTEAD RM 3 47.226 METERS 28407 | EY3557|---------------------------------------------------------------------| EY3557 EY3557 SUPERSEDED SURVEY CONTROL EY3557 EY3557 NAD 27 - 35 27 50.79400(N) 076 38 06.04900(W) AD( ) 2 EY3557 EY3557.Superseded values are not recommended for survey control. EY3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3557.See file dsdata.txt to determine how the superseded data were derived. EY3557 EY3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5167525759(NAD 83) EY3557_MARKER: DS = TRIANGULATION STATION DISK EY3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY3557 EY3557 HISTORY - Date Condition Report By EY3557 HISTORY - 1935 MONUMENTED CGS EY3557 HISTORY - 1949 GOOD CGS EY3557 HISTORY - 1964 GOOD CGS EY3557 EY3557 STATION DESCRIPTION EY3557 EY3557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY3557'STATION IS AT WINSTEADVILLE ABOUT 6 MILES S OF BELHAVEN AND 13 EY3557'MILES E OF BATH ON PROPERTY OF FRANK WINSTEAD. IT IS ABOUT 60 EY3557'METERS N OF BANK OF JORDANS CREEK, ABOUT 50 METERS NE OF A SAWMILL, EY3557'IN AN OPEN AREA BETWEEN TWO FENCES, AND ABOUT 40 METERS N OF A EY3557'LARGE BARN. EY3557' EY3557'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE EY3557'DISKS SET IN CONCRETE AS DESCRIBED. EY3557' EY3557'REFERENCE MARK NO. 1 IS N BY W OF THE STATION, NEAR FENCE EY3557'LINE. REFERENCE MARK NO. 2 (AZIMUTH MARK) IS N OF THE STATION EY3557'ON THE E EDGE OF A FIELD NEAR THE TREE LINE, AND BETWEEN A DIM EY3557'ROAD AND A DITCH. REFERENCE MARK NO. 3 IS W OF THE STATION ON EY3557'FENCE LINE. EY3557' EY3557'TO REACH FROM BELHAVEN, GO 0.9 MILE W OF TOWN ON HIGHWAY 264. SET EY3557'0.0 HERE AND TURN LEFT ONTO ROAD TO RANSOMVILLE. AT 3.5 KEEP EY3557'LEFT AND AT 5.6 TURN LEFT AT X-ROADS, AT 8.2 COME TO WINSTEADVILLE EY3557'AND WINSTEADS STORE. STATION IS ABOUT 100 METERS SE OF STORE. EY3557' EY3557'HEIGHT OF SIGNAL ABOVE STATION MARK 39 METERS. EY3557 EY3557 STATION RECOVERY (1949) EY3557 EY3557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY3557'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EY3557'CONDITION. DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL EY3557'TAPE AND FOUND TO BE CORRECT. THE ORIGINAL DESCRIPTION IS EY3557'INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY3557' EY3557'STATION IS LOCATED AT WINSTEADVILLE, ABOUT 8 MILES S OF BELHAVEN, EY3557'AND 13 MILES E OF BATH, ON THE PROPERTY OF FRANK WINSTEAD. IT EY3557'IS IN THE BARNYARD, ABOUT 200 FEET N OF THE BANK OF JORDANS CREEK, EY3557'114 FEET S OF THE CENTER DOOR IN THE S END OF BARN, AND 114 FEET EY3557'NE OF NE CORNER OF THE OLD SAWMILL. EY3557' EY3557'STATION MARK IS A BRONZE DISK, STAMPED WINSTEAD 1935, SET IN THE EY3557'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES EY3557'ABOVE GROUND. EY3557' EY3557'R.M. 1 IS N BY E OF STATION, 142 FEET S OF NW CORNER OF FENCE, EY3557'121 FEET S OF A 12-INCH PECAN TREE NEAR FENCE ALONG ROAD (FIRST EY3557'TREE E OF BARN), AND 53.7 FEET E OF SE CORNER OF BARN. IT IS A EY3557'BRONZE DISK, STAMPED WINSTEAD NO 1 1935, SET IN THE TOP OF A EY3557'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 FOOT ABOVE GROUND. EY3557' EY3557'R.M. 2 (AZ. MK.) IS 95.0 FEET NE OF STATION, ALONG DIM WOODS EY3557'TRAIL LEADING N FROM NE CORNER OF BACK YARD OF ONE-STORY YELLOW EY3557'HOUSE ON N SIDE OF ROAD, 254.0 FEET N ALONG TRAIL, AND 10 FEET E EY3557'OF TRAIL BETWEEN TRAIL AND DITCH. IT IS A BRONZE DISK, STAMPED EY3557'WINSTEAD NO 2 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE EY3557'MONUMENT PROJECTING 6 INCHES ABOVE GROUND. EY3557' EY3557'R.M. 3 IS W OF THE STATION, AT THE S END OF A GATE, IN THE WOOD EY3557'FENCE ON W SIDE OF BARNYARD, 1 FOOT E OF FENCE. IT IS A BRONZE EY3557'DISK, STAMPED WINSTEAD NO 3 1935, SET IN THE TOP OF A 12-INCH EY3557'SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE GROUND. EY3557 EY3557 STATION RECOVERY (1964) EY3557 EY3557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY3557'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1949 AND ALL EY3557'MARKS WERE FOUND TO BE IN GOOD CONDITION. STATION IS NOW ON THE EY3557'PROPERTY OF L.C. WHARTON AND REFERENCE MARK NO. 2 (AZIMUTH MARK) EY3557'IS ON THE PROPERTY OF S.D. SPARROW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY3470 *********************************************************************** EY3470 DESIGNATION - WOODSTOCK 2 EY3470 PID - EY3470 EY3470 STATE/COUNTY- NC/BEAUFORT EY3470 USGS QUAD - PAMLICO BEACH (1974) EY3470 EY3470 *CURRENT SURVEY CONTROL EY3470 ___________________________________________________________________ EY3470* NAD 83(1986)- 35 28 56.62754(N) 076 35 50.89637(W) ADJUSTED EY3470* NAVD 88 - 1. (meters) 3. (feet) SCALED EY3470 ___________________________________________________________________ EY3470 LAPLACE CORR- -1.84 (seconds) DEFLEC99 EY3470 GEOID HEIGHT- -37.24 (meters) GEOID03 EY3470 EY3470 HORZ ORDER - THIRD EY3470 EY3470.The North Carolina HARNS have been completed but, EY3470.due to contractual restrictions, coordinates for these stations EY3470.will NOT be published in the near future. In the interim, the EY3470.published coordinates in North Carolina will not be EY3470.consistent with the Continuously Operating Reference Stations EY3470.(CORS). The HARN coordinates for these stations are available EY3470.upon request. Contact Gary Thompson(919-733-3836). EY3470. EY3470.In addition, the published North Carolina positions EY3470.(NAD 83 (1986)) are NOT consistent with those determined in EY3470.adjacent state readjustments. The discontinuity between stations EY3470.located in North Carolina and those in adjacent states EY3470.which have been adjusted to the HARN may be as much as 5 EY3470.decimeters. This will result in a significant loss of accuracy EY3470.over lines crossing such state borders. EY3470 EY3470 EY3470.The horizontal coordinates were established by classical geodetic methods EY3470.and adjusted by the National Geodetic Survey in July 1986. EY3470 EY3470.The orthometric height was scaled from a topographic map. EY3470 EY3470.The Laplace correction was computed from DEFLEC99 derived deflections. EY3470 EY3470.The geoid height was determined by GEOID03. EY3470 EY3470; North East Units Scale Factor Converg. EY3470;SPC NC - 194,813.360 827,581.443 MT 0.99988066 +1 23 12.0 EY3470;SPC NC - 639,150.17 2,715,156.78 sFT 0.99988066 +1 23 12.0 EY3470;UTM 18 - 3,927,713.968 355,082.604 MT 0.99985880 -0 55 38.7 EY3470 EY3470! - Elev Factor x Scale Factor = Combined Factor EY3470!SPC NC - 1.00000574 x 0.99988066 = 0.99988640 EY3470!UTM 18 - 1.00000574 x 0.99985880 = 0.99986454 EY3470 EY3470: Primary Azimuth Mark Grid Az EY3470:SPC NC - QUILLEY POINT 2 103 22 02.2 EY3470:UTM 18 - QUILLEY POINT 2 105 40 52.9 EY3470 EY3470|---------------------------------------------------------------------| EY3470| PID Reference Object Distance Geod. Az | EY3470| dddmmss.s | EY3470| EY3469 WOODSTOCK POINT LIGHT APPROX. 0.9 KM 0802647.6 | EY3470| EY3460 QUILLEY POINT 2 APPROX. 3.2 KM 1044514.2 | EY3470| EY5646 WOODSTOCK 2 RM 18.080 METERS 24935 | EY3470| EY4005 PANTEGO CREEK LIGHT APPROX. 5.2 KM 3385020.6 | EY3470|---------------------------------------------------------------------| EY3470 EY3470 SUPERSEDED SURVEY CONTROL EY3470 EY3470 NAD 27 - 35 28 56.03000(N) 076 35 52.15100(W) AD( ) 3 EY3470 EY3470.Superseded values are not recommended for survey control. EY3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY3470.See file dsdata.txt to determine how the superseded data were derived. EY3470 EY3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5508327714(NAD 83) EY3470_MARKER: DS = TRIANGULATION STATION DISK EY3470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EY3470_SP_SET: TOP OF METAL PIPE IN CONCRETE EY3470 EY3470 HISTORY - Date Condition Report By EY3470 HISTORY - 1914 MONUMENTED CGS EY3470 HISTORY - 1933 SEE DESCRIPTION CGS EY3470 EY3470 STATION DESCRIPTION EY3470 EY3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW) EY3470'STATION IS ON THE W SIDE OF PUNGO RIVER, 1-3/4 MILES N OF JORDAN EY3470'CREEK, ON THE NE SIDE OF WOODSTOCK POINT, ON THE BEACH 47 FEET EY3470'W AND 32 FEET S FROM SHORE, WHENCE THERE IS A 3-FOOT RISE BACK TO EY3470'A CULTIVATED FIELD, IN THE EDGE OF WHICH THE REFERENCE MARK IS EY3470'LOCATED. EY3470' EY3470'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN EY3470'CONCRETE, IN THE TOP OF TILE. EY3470' EY3470'THE REFERENCE MARK IS 18.08 METERS (59.3 FEET) FROM THE STATION EY3470'S 69 DEG 35 MIN W. EY3470' EY3470'PANTEGO CREEK LIGHT IS N 21 DEG 10 MIN W. EY3470 EY3470 STATION RECOVERY (1933) EY3470 EY3470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM) EY3470'IT IS EVIDENT THAT THIS STATION, AS WELL AS THE REFERENCE MARKS, EY3470'HAVE BEEN COMPLETELY DESTROYED BY SHORE EROSION. PIECES OF CEMENT EY3470'AND TERRA-COTTA PIPE WERE FOUND AT THE EDGE OF THE BANK, WHICH EY3470'HAD CAVED IN, AT THE EDGE OF A CULTIVATED FIELD. USING THIS EY3470'PLACE AND THE DISTANCES AND BEARINGS GIVEN IN THE DESCRIPTION, IT EY3470'APPEARS THAT THE SHORE LINE HAS ERODED 100 TO 150 FEET. EY3470' EY3470'A NEW STATION, STOCK, WAS ESTABLISHED IN THE SAME LOCALITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2090 *********************************************************************** EY2090 DESIGNATION - WOOLARD EY2090 PID - EY2090 EY2090 STATE/COUNTY- NC/BEAUFORT EY2090 USGS QUAD - OLD FORD (1979) EY2090 EY2090 *CURRENT SURVEY CONTROL EY2090 ___________________________________________________________________ EY2090* NAD 83(1986)- 35 41 37.12692(N) 077 03 58.74756(W) ADJUSTED EY2090* NAVD 88 - 13.1 (meters) 43. (feet) VERTCON EY2090 ___________________________________________________________________ EY2090 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EY2090 GEOID HEIGHT- -36.29 (meters) GEOID03 EY2090 EY2090 HORZ ORDER - FIRST EY2090 EY2090.The North Carolina HARNS have been completed but, EY2090.due to contractual restrictions, coordinates for these stations EY2090.will NOT be published in the near future. In the interim, the EY2090.published coordinates in North Carolina will not be EY2090.consistent with the Continuously Operating Reference Stations EY2090.(CORS). The HARN coordinates for these stations are available EY2090.upon request. Contact Gary Thompson(919-733-3836). EY2090. EY2090.In addition, the published North Carolina positions EY2090.(NAD 83 (1986)) are NOT consistent with those determined in EY2090.adjacent state readjustments. The discontinuity between stations EY2090.located in North Carolina and those in adjacent states EY2090.which have been adjusted to the HARN may be as much as 5 EY2090.decimeters. This will result in a significant loss of accuracy EY2090.over lines crossing such state borders. EY2090 EY2090 EY2090.The horizontal coordinates were established by classical geodetic methods EY2090.and adjusted by the National Geodetic Survey in July 1986. EY2090 EY2090.The NAVD 88 height was computed by applying the VERTCON shift value to EY2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2090 EY2090.The Laplace correction was computed from DEFLEC99 derived deflections. EY2090 EY2090.The geoid height was determined by GEOID03. EY2090 EY2090; North East Units Scale Factor Converg. EY2090;SPC NC - 217,315.732 784,592.696 MT 0.99990225 +1 06 57.8 EY2090;SPC NC - 712,976.70 2,574,117.87 sFT 0.99990225 +1 06 57.8 EY2090;UTM 18 - 3,951,937.728 313,036.940 MT 1.00003076 -1 12 21.4 EY2090 EY2090! - Elev Factor x Scale Factor = Combined Factor EY2090!SPC NC - 1.00000364 x 0.99990225 = 0.99990589 EY2090!UTM 18 - 1.00000364 x 1.00003076 = 1.00003440 EY2090 EY2090: Primary Azimuth Mark Grid Az EY2090:SPC NC - WOOLARD RM 1 AZIMUTH 068 24 28.2 EY2090:UTM 18 - WOOLARD RM 1 AZIMUTH 070 43 47.4 EY2090 EY2090|---------------------------------------------------------------------| EY2090| PID Reference Object Distance Geod. Az | EY2090| dddmmss.s | EY2090| EY2078 WILLIAMSTON MUNICIPAL TANK APPROX.17.3 KM 0014027.2 | EY2090| EY4706 WOOLARD RM 1 AZIMUTH 0693126.0 | EY2090| EY2091 WOOLARD 2 RESET 12.222 METERS 08912 | EY2090| EY4707 WOOLARD RM 2 53.587 METERS 08957 | EY2090| EY2179 WASHINGTON RADIO STA WHED MAST APPROX.17.6 KM 1801319.6 | EY2090| EY2178 WASHINGTON RAD WRRF S MAST APPROX.18.6 KM 1820855.9 | EY2090| EY2176 WASHINGTON RAD WRRF CEN MAST APPROX.18.5 KM 1822339.9 | EY2090| EY2177 WASHINGTON RAD WRRF N MAST APPROX.18.5 KM 1823821.9 | EY2090| EY2089 BOUNDARY MON BEAUFORT MARTIN CO 4.602 METERS 25418 | EY2090| EY4708 WOOLARD RM 3 49.316 METERS 27007 | EY2090| EY2088 BOUNDARY MARKER POST BEAUFORT MARTI 17.620 METERS 29647 | EY2090| EY2280 ROBERSONVILLE WATER TOWER APPROX.22.1 KM 3093754.0 | EY2090|---------------------------------------------------------------------| EY2090 EY2090 SUPERSEDED SURVEY CONTROL EY2090 EY2090 NAD 27 - 35 41 36.54700(N) 077 03 59.90800(W) AD( ) 1 EY2090 NGVD 29 (01/18/91) 13.4 (m) 44. (f) VERT ANG EY2090 EY2090.Superseded values are not recommended for survey control. EY2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2090.See file dsdata.txt to determine how the superseded data were derived. EY2090 EY2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1303751938(NAD 83) EY2090_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EY2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2090_MAGNETIC: N = NO MAGNETIC MATERIAL EY2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2090+STABILITY: SURFACE MOTION EY2090 EY2090 HISTORY - Date Condition Report By EY2090 HISTORY - 1931 MONUMENTED CGS EY2090 HISTORY - 1948 GOOD CGS EY2090 HISTORY - 1954 GOOD CGS EY2090 HISTORY - 1962 GOOD CGS EY2090 HISTORY - 1965 GOOD CGS EY2090 HISTORY - 1967 GOOD USE EY2090 HISTORY - 1980 GOOD NGS EY2090 HISTORY - 1980 GOOD NCGS EY2090 HISTORY - 19890729 GOOD USPSQD EY2090 EY2090 STATION DESCRIPTION EY2090 EY2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM) EY2090'ABOUT 12 MILES SOUTH OF WILLIAMSTON, 10 MILES NORTH OF WASHINGTON, EY2090'0.75 MILE EAST OF UNITED STATES ROUTE 17, ABOUT ON BOUNDARY BETWEEN EY2090'BEAUFORT AND MARTIN COUNTIES, IN PINE GROVE, IN CENTER OF OLD WAGON EY2090'ROAD LEADING SOUTH THROUGH WOODS, 9.4 METERS (31 FEET) SOUTHWEST EY2090'OF CENTER LINE OF MAIN DIRT ROAD, AND 17.6 METERS (58 FEET) SOUTH EY2090'OF BEAUFORT-MARTIN COUNTY SIGNPOST ON EAST SIDE OF ROAD. TO EY2090'REACH FROM WILLIAMSTON, GO SOUTH 13.0 MILES FROM STANDARD OIL EY2090'STATION ON ROUTE 17, AND PROCEED EAST ON DIRT CROSSROAD 0.75 MILE EY2090'TO STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK EY2090'STATION MARKS IN CONCRETE. REFERENCE MARKS ARE STANDARD EY2090'REFERENCE DISKS IN CONCRETE. NO. 1 IS 3 METERS (10 FEET) EY2090'EAST OF CENTER LINE OF DIRT ROAD, ABOUT 30 METERS (98 FEET) EY2090'SOUTHWEST OF OLD ABANDONED HOUSE, AND APPROXIMATELY 0.25 MILE FROM EY2090'STATION N 69 DEG 31 MIN E. NO. 2 IS IN CENTER OF OLD EY2090'WAGON ROAD THROUGH WOODS, 26.5 METERS (87 FEET) SOUTHWEST OF EY2090'CENTER LINE OF MAIN DIRT ROAD, AND 53.55 METERS (175.7 FEET) FROM EY2090'STATION. NO. 3 IS 2 FEET EAST OF WIRE EY2090'FENCE, IN CENTER OF OLD WAGON ROAD THROUGH WOODS, 6.0 METERS (20 EY2090'FEET) NORTHEAST OF CENTER LINE OF MAIN DIRT ROAD, AND 49.31 METERS EY2090'(161.8 FEET) FROM STATION. EY2090'MARTIN-BEAUFORT COUNTY-LINE MARKER POST IS 17.62 METERS (57.8 FEET) EY2090'FROM STATION. EY2090 EY2090 STATION RECOVERY (1948) EY2090 EY2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS) EY2090'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DISTANCES EY2090'TO REFERENCE MARKS MEASURED WITH STEEL TAPE AND CHECKED. ORIGINAL EY2090'DESCRIPTION INADEQUATE. A NEW DESCRIPTION FOLLOWS-- EY2090' EY2090'ABOUT 12 MILES S OF WILLIAMSTON, 11 MILES N OF WASHINGTON, 0.75 MILE EY2090'E OF U.S. HIGHWAY 17, 4.60 METERS (15.1 FEET) E OF MARTIN-BEAUFORT EY2090'COUNTY BOUNDARY MONUMENT, 8.53 METERS (28 FEET) S OF CENTER LINE EY2090'OF DIRT ROAD. EY2090' EY2090'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN EY2090'CONCRETE. EY2090' EY2090'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE. IT IS EY2090'7.31 METERS (24 FEET) N OF THE CENTER LINE OF THE DIRT ROAD AND EY2090'103.9 METERS (341 FEET) W OF A WOODEN BRIDGE OVER A SMALL STREAM. IT EY2090'IS APPROXIMATELY 0.2 MILE FROM THE STATION. EY2090'THE MONUMENT PROJECTS 8 INCHES ABOVE THE GROUND, AND EY2090'THE DISK IS STAMPED WOOLARD NO 1 1931. EY2090' EY2090'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE. IT IS EY2090'IN THE CENTER OF AN OLD WAGON ROAD WHICH PARALLELS THE HIGHWAY AND IS EY2090'23.8 METERS (78 FEET) S OF THE CENTER LINE OF THE HIGHWAY, 53.55 EY2090'METERS (175.7 FEET) FROM THE STATION. EY2090'IT IS 6 FEET N OF A BLAZED 8-INCH PINE TREE. THE MARK PROJECTS 8 EY2090'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED WOOLARD NO EY2090'2 1931. EY2090' EY2090'REFERENCE MARK 3 IS 6.7 METERS (22 FEET) N OF THE CENTER LINE OF THE EY2090'HIGHWAY BETWEEN TWO SMALL DITCHES AT THE EDGE OF THE HIGHWAY, 2.7 EY2090'METERS (9 FEET) NE OF A BLAZED 12-INCH PINE. IT IS 49.31 METERS EY2090'(161.8 FEET) FROM THE STATION. IT IS A EY2090'BRONZE REFERENCE DISK SET IN CONCRETE, ABOUT 12 INCHES BELOW THE EY2090'SURFACE OF THE GROUND. IT IS STAMPED WOOLARD NO 3 1931. EY2090' EY2090'THE MARTIN-BEAUFORT COUNTY LINE GRANITE BOUNDARY MARKER POST PROJECTS EY2090'3-1/2 FEET ABOVE THE GROUND AND IS 4.60 METERS (15.1 FEET) FROM THE EY2090'STATION. EY2090' EY2090'TO REACH FROM N END OF THE DRAW BRIDGE ACROSS THE PAMLICO RIVER IN EY2090'WASHINGTON, PROCEED N ON U.S. HIGHWAY 17, 10.6 MILES TO BETTS EY2090'CROSSROADS. TURN E ON DIRT ROAD 0.80 MILE TO SLIGHT BEND IN ROAD EY2090'AND STATION SITE, DIRECTLY OPPOSITE COUNTY LINE SIGN POST. EY2090 EY2090 STATION RECOVERY (1954) EY2090 EY2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ) EY2090'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD EY2090'CONDITION. EY2090' EY2090'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS, AND A EY2090'SLIGHT DIFFERENCE FOUND IN THE DIRECTION TO R.M. NO. 1 (AZIMUTH EY2090'MARK), R.M. 3 AND MARTIN-BEAUFORT BOUNDARY MARKER. EY2090' EY2090'THE 1948 DESCRIPTION IS ADEQUATE. EY2090' EY2090'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 17 AND 64 IN THE WEST EY2090'EDGE OF WILLIAMSTOWN, GO SOUTH ON U.S. HIGHWAY NO. 17 FOR 10.6 MILES EY2090'TO CROSSROAD AT TEXACO SERVICE STATION ON RIGHT. TURN LEFT AND GO EY2090'EAST FOR 0.8 MILE TO MARTIN-BEAUFORT COUNTY LINE AND STATION ON EY2090'RIGHT. CONTINUE ON DIRT ROAD FOR 0.2 MILE TO R.M. NO. 2 (AZIMUTH EY2090'MARK) ON LEFT (NORTH) SIDE OF ROAD. EY2090 EY2090 STATION RECOVERY (1962) EY2090 EY2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE) EY2090'STATION WAS RECOVERED AS DESCRIBED BY RILEY J. SIPE IN 1948 AND ALL EY2090'MARKS WERE FOUND TO BE IN GOOD CONDITION. A STEEL WITNESS POST WAS EY2090'SET 1 FOOT EAST OF STATION AND ALSO 1 FOOT EAST OF REFERENCE MARK EY2090'NUMBER 1, (AZIMUTH MARK). EY2090 EY2090 STATION RECOVERY (1965) EY2090 EY2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EY2090'THE STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK) AND REFERENCE EY2090'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE EY2090'MARK NO. 3 WAS SEARCHED FOR, BUT NOT FOUND. REFERENCE MARK NO. 4 AND EY2090'STATION MARK WOOLARD 2 1965 WERE ESTABLISHED BY THIS PARTY EY2090'BECAUSE THE 1931 STATION MARK IS NEAR EDGE OF THE ROAD AND A TOWER EY2090'COULD NOTE BE ERECTED OVER THE MARK. EY2090' EY2090'NOTE-- A TRAVERSE CONNECTION WAS MADE TO WOOLARD 2, DISTANCE SHOWN EY2090'ABOVE. EY2090' EY2090'FOR A COMPLETE DESCRIPTION OF THE MARKS SEE DESCRIPTION FOR STATION EY2090'WOOLARD 2 1965. EY2090 EY2090 STATION RECOVERY (1967) EY2090 EY2090'RECOVERY NOTE BY US ENGINEERS 1967 EY2090'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EY2090'WOOLARD 1931 SET IN A CONCRETE MONUMENT. EY2090' EY2090'STATION IS 28 FT. S OF THE CENTERLINE OF DIRT ROAD, AND 15 FT. E OF EY2090'THE MARTIN-BEAUFORT COUNTY LINE BOUNDARY MARKER. EY2090' EY2090'TO REACH FROM N END OF THE DRAW BRIDGE ACROSS THE PAMLICO RIVER IN EY2090'WASHINGTON, PROCEED 10.6 MILES N ON U.S. HIGHWAY 17 TO BETTS EY2090'CROSSROADS. TURN E ON DIRT ROAD 0.80 MILE TO SLIGHT BEND IN ROAD EY2090'AND STATION SITE DIRECTLY OPPOSITE COUNTY LINE SIGN POST. EY2090' EY2090'R.M. 1 BELIEVED DESTROYED DUE TO WIDENING OF ROAD. EY2090' EY2090'R.M. 2 IS CENTER OF A STANDARD USC AND GS DISK SET IN A CONCRETE EY2090'MONUMENT. IT IS 78 FT. S OF THE CENTERLINE OF COUNTY HIGHWAY 1534, EY2090'AND 175.7 FT. SE FROM THE STATION ON AN AZIMUTH OF 110 DEG. IT IS EY2090'STAMPED WOOLARD 2 1931. EY2090' EY2090'R.M. 3 BELIEVED DESTROYED DUE TO WIDENING OF ROAD. EY2090 EY2090 STATION RECOVERY (1980) EY2090 EY2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EY2090'THE STATION MARK, REFERENCE MARKS 1 AND 4 WERE RECOVERED IN GOOD EY2090'CONDITION. REFERENCE MARK 2 WAS RECOVERED LEANING VERY SLIGHTLY EY2090'TOWARD THE STATION. STATION MARK WOOLARD 2 1965 WAS RECOVERED EY2090'LEANING AND THE SURFACE MARK WAS RESET. THE DISTACE TO REFERENCE EY2090'MARK 2 WAS FOUND SHORTER BY 0.19 FEET AND THE DIRECTION WAS FOUND TO EY2090'BE LESS BY 45 SECONDS. THE DISTANCE TO WOOLARD 2 CHECKED THE 1965 EY2090'DISTANCE AND THE DIRECTION WAS FOUND LESS BY 1 MINUTE AND 45 SECONDS. EY2090' EY2090'A COMPLETE NEW DESCRIPTION FOLLOWS-- EY2090' EY2090'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF WILLIAMSTON, 10 MILES EY2090'NORTH OF WASHINGTON NEAR THE BEAUFORT-MARTIN COUNTY LINE ON THE ROAD EY2090'RIGHT OF WAY OF SR 1420. EY2090' EY2090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 13 AND 64 EY2090'IN THE SOUTH EDGE OF WILLIAMSTON, GO SOUTH ON U.S. HIGHWAY 17 FOR EY2090'11.15 MILES TO THE JUNCTION WITH SR 1420, A CROSSROAD, TURN LEFT AND EY2090'GO EAST ON SR 1420 FOR 0.8 MILES TO THE BEAUFORT-MARTIN COUNTY LINE EY2090'AND THE STATION ON THE RIGHT. TO REACH REFERENCE MARK 1 FROM THE EY2090'STATION, CONTINUE EAST FOR 0.2 MILE TO THE MARK ON THE LEFT ABOUT 0.05 EY2090'MILE BEFORE REACHING A BRIDGE. EY2090' EY2090'STATION MARK IS A STANDARD DISK STAMPED---WOOLARD 1931---SET IN THE EY2090'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE EY2090'GROUND. THE UNDERGROUND MARK WAS NOT INSPECTED. IT IS 15.1 FEET EAST EY2090'OF THE BEAUFORT-MARTIN COUNTY LINE MARKER, 24 FEET SOUTH OF THE EY2090'CENTER OF SR 1420, 48.7 FEET SOUTH-SOUTHEAST OF A ROUND CONCRETE EY2090'CULVERT ACROSS A WOODS ROAD AND 53.2 FEET WEST OF A 12-INCH PINE TREE EY2090'WITH AN ALUMINUM REFERENCE TAG. EY2090' EY2090'STATION WOOLARD 2 IS A STANDARD DISK STAMPED---WOOLARD 2 1965 EY2090'1980---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 15-INCHES IN EY2090'DIAMETER, RECESSED 4 INCHES BELOW GROUND SURFACE. THE UNDERGROUND EY2090'DISK IS STAMPED---WOOLARD 2 1965---SET IN AN IRREGULAR MASS OF EY2090'CONCRETE 3.7 FEET BELOW THE GROUND SURFACE. THEY ARE 1.4 FEET SOUTH EY2090'OF A METAL WITNESS POST, 14.2 FEET WEST OF A 12-INCH PINE TREE WITH EY2090'AN ALUMINUM REFERENCE TAG, 34 FEET SOUTH OF THE CENTER OF SR 1420 AND EY2090'83 FEET SOUTHEAST OF THE EAST END OF THE ROUND CONCRETE CULVERT ACROSS EY2090'WOODS ROAD. EY2090' EY2090'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---WOOLARD NO 2 1931--- EY2090'SET IN THE TOP OF A 12-INCH CONCRETE POST THAT PROJECTS 3 INCHES. IT EY2090'IS 6.3 FEET NORTH OF AN 8-INCH PINE TREE WITH A REFERENCE TAG, 19 EY2090'FEET SOUTHWEST OF A 12-INCH PINE TREE WITH A REFERENCE TAG AND 78 EY2090'FEET SOUTH OF THE CENTER OF SR 1420. EY2090' EY2090'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---WOOLARD 2 NO 4 1965--- EY2090'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 10-INCHES IN DIAMETER EY2090'AND PROJECTING 1 INCH. IT IS 2.5 FEET SOUTHEAST OF A 4-INCH PINE TREE EY2090'WITH A REFERENCE TAG, 24.4 FEET NORTH OF THE CENTER OF SR 1420 AND EY2090'108.2 FEET EAST OF THE CONCRETE CULVERT. EY2090' EY2090'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---WOOLARD NO 1 1931--- EY2090'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 2 EY2090'INCHES. IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST, 2 FEET EY2090'SOUTH-SOUTHEAST OF AN 8-INCH OAK TREE WITH A REFERENCE TAG, 23.6 EY2090'FEET NORTH OF THE CENTER OF SR 1420 AND 65.2 FEET EAST OF A 36-INCH EY2090'OAK TREE WITH A REFERENCE TAG. EY2090' EY2090'UNABLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO DENSE WOODS. EY2090 EY2090 STATION RECOVERY (1980) EY2090 EY2090'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY2090'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.D. EY2090'MCKINNEY AND ASSISTED BY THIS PARTY. EY2090 EY2090 STATION RECOVERY (1989) EY2090 EY2090'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW) EY2090'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY2091 *********************************************************************** EY2091 DESIGNATION - WOOLARD 2 RESET EY2091 PID - EY2091 EY2091 STATE/COUNTY- NC/BEAUFORT EY2091 USGS QUAD - OLD FORD (1979) EY2091 EY2091 *CURRENT SURVEY CONTROL EY2091 ___________________________________________________________________ EY2091* NAD 83(1986)- 35 41 37.13249(N) 077 03 58.26150(W) ADJUSTED EY2091* NAVD 88 - 13.0 (meters) 43. (feet) VERTCON EY2091 ___________________________________________________________________ EY2091 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EY2091 GEOID HEIGHT- -36.29 (meters) GEOID03 EY2091 EY2091 HORZ ORDER - FIRST EY2091 EY2091.The North Carolina HARNS have been completed but, EY2091.due to contractual restrictions, coordinates for these stations EY2091.will NOT be published in the near future. In the interim, the EY2091.published coordinates in North Carolina will not be EY2091.consistent with the Continuously Operating Reference Stations EY2091.(CORS). The HARN coordinates for these stations are available EY2091.upon request. Contact Gary Thompson(919-733-3836). EY2091. EY2091.In addition, the published North Carolina positions EY2091.(NAD 83 (1986)) are NOT consistent with those determined in EY2091.adjacent state readjustments. The discontinuity between stations EY2091.located in North Carolina and those in adjacent states EY2091.which have been adjusted to the HARN may be as much as 5 EY2091.decimeters. This will result in a significant loss of accuracy EY2091.over lines crossing such state borders. EY2091 EY2091 EY2091.The horizontal coordinates were established by classical geodetic methods EY2091.and adjusted by the National Geodetic Survey in July 1986. EY2091 EY2091.The NAVD 88 height was computed by applying the VERTCON shift value to EY2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2091 EY2091.The Laplace correction was computed from DEFLEC99 derived deflections. EY2091 EY2091.The geoid height was determined by GEOID03. EY2091 EY2091; North East Units Scale Factor Converg. EY2091;SPC NC - 217,316.141 784,604.909 MT 0.99990225 +1 06 58.1 EY2091;SPC NC - 712,978.04 2,574,157.94 sFT 0.99990225 +1 06 58.1 EY2091;UTM 18 - 3,951,937.642 313,049.162 MT 1.00003070 -1 12 21.1 EY2091 EY2091! - Elev Factor x Scale Factor = Combined Factor EY2091!SPC NC - 1.00000366 x 0.99990225 = 0.99990591 EY2091!UTM 18 - 1.00000366 x 1.00003070 = 1.00003436 EY2091 EY2091: Primary Azimuth Mark Grid Az EY2091:SPC NC - WOOLARD RM 1 AZIMUTH 067 39 09.2 EY2091:UTM 18 - WOOLARD RM 1 AZIMUTH 069 58 28.4 EY2091 EY2091|---------------------------------------------------------------------| EY2091| PID Reference Object Distance Geod. Az | EY2091| dddmmss.s | EY2091| EY4709 WOOLARD 2 RM 4 22.311 METERS 01815 | EY2091| EY4706 WOOLARD RM 1 AZIMUTH 0684607.3 | EY2091| EY4707 WOOLARD RM 2 41.380 METERS 09011 | EY2091| EY2090 WOOLARD 12.222 METERS 26912 | EY2091|---------------------------------------------------------------------| EY2091 EY2091 SUPERSEDED SURVEY CONTROL EY2091 EY2091 NAD 27 - 35 41 36.55256(N) 077 03 59.42182(W) AD( ) 1 EY2091 NGVD 29 (07/19/86) 13.3 (m) 44. (f) VERT ANG EY2091 EY2091.Superseded values are not recommended for survey control. EY2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2091.See file dsdata.txt to determine how the superseded data were derived. EY2091 EY2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1304951938(NAD 83) EY2091_MARKER: DS = TRIANGULATION STATION DISK EY2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EY2091_MAGNETIC: N = NO MAGNETIC MATERIAL EY2091 EY2091 HISTORY - Date Condition Report By EY2091 HISTORY - 1965 MONUMENTED CGS EY2091 HISTORY - 1980 POOR NGS EY2091 EY2091 STATION DESCRIPTION EY2091 EY2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EY2091'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSTON, 11 EY2091'MILES NORTH OF WASHINGTON AND 3/4 MILE EAST OF U.S. HIGHWAY 17, EY2091'ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROUTE 1420. EY2091' EY2091'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 264 EY2091'AND 17 AND STATE HIGHWAY 33 IN WASHINGTON, GO NORTH ON HIGHWAY 17 EY2091'FOR 10.1 MILES TO A CROSSROAD (COUNTY ROUTE 1420). TURN RIGHT EY2091'AND GO EASTERLY ON ROUTE 1420 FOR 0.8 MILE TO THE STATION ON THE EY2091'RIGHT. EY2091' EY2091'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED WOOLARD 2 EY2091'1965, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN EY2091'DIAMETER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE EY2091'GROUND. IT IS 54.8 FEET EAST-SOUTHEAST OF THE MARTIN-BEAUFORT EY2091'COUNTY LINE GRANITE BOUNDARY MARKER POST, 36 FEET SOUTH OF THE EY2091'CENTER OF ROUTE 1420 AND 3.9 FEET NORTHEAST OF A WITNESS POST. EY2091' EY2091'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS A STANDARD DISK STAMPED EY2091'WOOLARD NO 1 1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE EY2091'POST 2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 65 FEET EY2091'EAST OF A 46-INCH OAK TREE, 23.5 FEET NORTH OF THE CENTER OF EY2091'ROUTE 1420 AND 1.3 FEET WEST OF A WITNESS POST. EY2091' EY2091'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WOOLARD NO 2 EY2091'1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT EY2091'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 80 FEET EY2091'SOUTH OF THE CENTER OF ROUTE 1420, 11 FEET NORTHWEST OF A 16-INCH EY2091'PINE TREE AND 6.5 FEET NORTH OF A 6-INCH PINE TREE. EY2091' EY2091'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED WOOLARD 2 NO 4 EY2091'1965, SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN EY2091'DIAMETER THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE EY2091'GROUND. IT IS 31.8 FEET SOUTHEAST OF A 10-INCH OAK TREE, 24 FEET EY2091'NORTH OF THE CENTER OF ROUTE 1420 AND 21 FEET SOUTH-SOUTHWEST OF EY2091'A 15-INCH PINE TREE. EY2091' EY2091'STATION MARK WOOLARD 1931 IS A STANDARD DISK SET IN THE TOP OF EY2091'A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE EY2091'GROUND. IT IS 24 FEET SOUTH OF THE CENTER OF ROUTE 1420, 15 EY2091'FEET EAST OF THE COUNTY BOUNDARY MARKER AND 6 INCHES EAST OF A EY2091'WITNESS POST. EY2091' EY2091'TO REACH REFERENCE MARK NO. 1 (AZIMUTH MARK) FROM THE STATION, EY2091'GO EASTERLY ON COUNTY ROUTE 1420 FOR 0.2 MILE TO THE REFERENCE EY2091'MARK ON THE LEFT. EY2091' EY2091'NOTE--A TRAVERSE CONNECTION WAS MADE TO STATION WOOLARD 1931. EY2091' EY2091'HEIGHT OF LIGHT ABOVE STATION MARK 37.4 METERS. EY2091 EY2091 STATION RECOVERY (1980) EY2091 EY2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EY2091'THE STATION MARK WAS RECOVERED DISTURBED. A NEW SURFACE MARK WAS EY2091'SET DIRECTLY OVER THE UNDERGROUND MARK. REFERENCE MARKS 1, 4 AND EY2091'STATION WOOLARD 1931 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK EY2091'2 WAS RECOVERED LEANING VERY SLIGHTLY TOWARD THE STATION MARK. A EY2091'DIFFERENCE OF 0.34 FEET LESS WAS FOUND IN THE DISTANCE TO REFERENCE EY2091'MARK 2 WHEN COMPAIRED TO THE 1965 DISTANCE. THE DISTANCES TO WOOLARD EY2091'1931 AND REFERENCE MARK 4 CHECKED AS WELL AS THE ANGLE BETWEEN. EY2091' EY2091'A NEW DESCRIPTION FOLLOWS-- EY2091' EY2091'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF WILLIAMSTON, 10 MILES EY2091'NORTH OF WASHINGTON NEAR THE BEAUFORT-MARTIN COUNTY LINE ON ROAD RIGHT EY2091'OF WAY OF SR 1420. EY2091' EY2091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 13 AND EY2091'64 IN THE SOUTH PART OF WILLIAMSTON, GO SOUTH ON U.S. HIGHWAY 17 FOR EY2091'11.15 MILES TO THE JUNCTION WITH SR 1420, A CROSSROADS. TURN LEFT AND EY2091'GO EAST ON SR 1420, A SAND ROAD, FOR 0.8 MILE TO THE MARTIN-BEAUFORT EY2091'COUNTY LINE AND THE STATION ON THE RIGHT. TO REACH REFERENCE MARK 1, EY2091'CONTINUE EAST FOR 0.2 MILE TO THE MARK ON THE LEFT ABOUT 0.05 MILE EY2091'BEFORE REACHING A BRIDGE. EY2091' EY2091'STATION MARKS ARE STANDARD DISKS. THE SURFACE DISK IS EY2091'STAMPED---WOOLARD 2 1965 1980---SET IN THE TOP OF A CYLINDRICAL EY2091'CONCRETE POST THAT IS 15-INCHES IN DIAMETER AND RECESSED 4 INCHES EY2091'BELOW GROUND SURFACE. THE SUB-SURFACE DISK STAMPED---WOOLARD 2 EY2091'1965---SET IN TOP OF AN IRREGULAR MASS OF CONCRETE 3.7 FEET BELOW EY2091'THE GROUND SURFACE. THEY ARE EY2091'1.4 FEET SOUTH OF A METAL WITNESS POST, 14.2 EY2091'FEET WEST OF A 12-INCH PINE TREE WITH AN ALUMINUM REFERENCE TAG, 34 EY2091'FEET SOUTH OF THE CENTER OF SR 1420 AND 83 FEET SOUTHEAST OF OF THE EY2091'EAST OF A ROUND CONCRETE CULVERT ACROSS A WOODS ROAD. EY2091' EY2091'STATION WOOLARD 1931 IS A STANDARD DISK STAMPED---WOOLARD 1931--- EY2091'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH EY2091'THE GROUND. IT IS 15.1 FEET EAST OF THE BEAUFORT-MARTIN COUNTY EY2091'LINE MARKER, 24 FEET SOUTH OF THE CENTER OF SR 1420, 48.7 FEET EY2091'SOUTH-SOUTHEAST OF THE CONCRETE CULVERT AND 53.2 FEET WEST OF THE EY2091'12-INCH PINE TREE WITH REFERENCE TAG. THE UNDERGROUND MARK WAS NOT EY2091'INSPECTED. EY2091' EY2091'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---WOOLARD NO 2 1931--- EY2091'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 EY2091'INCHES. IT IS 6.3 FEET NORTH OF AN 8 INCH PINE TREE WITH A REFERENCE EY2091'TAG, 19 FEET SOUTHWEST OF A 12-INCH PINE TREE WITH A REFERENCE TAG EY2091'AND 78 FEET SOUTH OF THE CENTER OF SR 1420. EY2091' EY2091'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---WOOLARD 2 NO 4 1965--- EY2091'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 10-INCHES IN DIAMETER EY2091'AND PROJECTING 1 INCH. IT IS 2.5 FEET SOUTHEAST OF A 4-INCH PINE EY2091'WITH A REFERENCE TAG, 24.4 FEET NORTH OF THE CENTER OF SR 1420 AND EY2091'108.2 FEET EAST OF THE CONCRETE CULVERT. EY2091' EY2091'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---WOOLARD NO 1 1931--- EY2091'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 2 EY2091'INCHES. IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST, 2 FEET EY2091'SOUTH-SOUTHEAST OF AN 8-INCH OAK TREE WITH A REFERENCE TAG, 23.6 FEET EY2091'NORTH OF THE CENTER OF SR 1420 AND 65.2 FEET EAST OF A EY2091'36-INCH OAK TREE WITH A REFERENCE TAG. EY2091' EY2091'UNABLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO DENSE WOODS. EY2091' EY2091'REFERENCE MARK NOT VISIBLE FROM STATION DUE TO TREES ON LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE9539 *********************************************************************** AE9539 DESIGNATION - WYE AE9539 PID - AE9539 AE9539 STATE/COUNTY- NC/BEAUFORT AE9539 USGS QUAD - AURORA (1993) AE9539 AE9539 *CURRENT SURVEY CONTROL AE9539 ___________________________________________________________________ AE9539* NAD 83(1986)- 35 19 34.79703(N) 076 48 07.90441(W) ADJUSTED AE9539* NAVD 88 - 3.7 (meters) 12. (feet) VERTCON AE9539 ___________________________________________________________________ AE9539 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AE9539 GEOID HEIGHT- -37.20 (meters) GEOID03 AE9539 AE9539 HORZ ORDER - SECOND AE9539 AE9539.The North Carolina HARNS have been completed but, AE9539.due to contractual restrictions, coordinates for these stations AE9539.will NOT be published in the near future. In the interim, the AE9539.published coordinates in North Carolina will not be AE9539.consistent with the Continuously Operating Reference Stations AE9539.(CORS). The HARN coordinates for these stations are available AE9539.upon request. Contact Gary Thompson(919-733-3836). AE9539. AE9539.In addition, the published North Carolina positions AE9539.(NAD 83 (1986)) are NOT consistent with those determined in AE9539.adjacent state readjustments. The discontinuity between stations AE9539.located in North Carolina and those in adjacent states AE9539.which have been adjusted to the HARN may be as much as 5 AE9539.decimeters. This will result in a significant loss of accuracy AE9539.over lines crossing such state borders. AE9539 AE9539 AE9539.The horizontal coordinates were established by classical geodetic methods AE9539.and adjusted by the National Geodetic Survey in April 1998. AE9539 AE9539.The NAVD 88 height was computed by applying the VERTCON shift value to AE9539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE9539 AE9539.The Laplace correction was computed from DEFLEC99 derived deflections. AE9539 AE9539.The geoid height was determined by GEOID03. AE9539 AE9539; North East Units Scale Factor Converg. AE9539;SPC NC - 177,074.360 809,393.342 MT 0.99987344 +1 16 06.6 AE9539;SPC NC - 580,951.46 2,655,484.66 sFT 0.99987344 +1 16 06.6 AE9539;UTM 18 - 3,910,723.013 336,193.208 MT 0.99993068 -1 02 32.4 AE9539 AE9539! - Elev Factor x Scale Factor = Combined Factor AE9539!SPC NC - 1.00000526 x 0.99987344 = 0.99987870 AE9539!UTM 18 - 1.00000526 x 0.99993068 = 0.99993594 AE9539 AE9539: Primary Azimuth Mark Grid Az AE9539:SPC NC - CUTOFF 358 45 03.2 AE9539:UTM 18 - CUTOFF 001 03 42.2 AE9539 AE9539|---------------------------------------------------------------------| AE9539| PID Reference Object Distance Geod. Az | AE9539| dddmmss.s | AE9539| AE5913 CUTOFF APPROX. 2.0 KM 0000109.8 | AE9539| AE5912 SITE 1 349.299 METERS 11858 | AE9539| AE5911 POND APPROX. 0.6 KM 1531311.1 | AE9539|---------------------------------------------------------------------| AE9539 AE9539 SUPERSEDED SURVEY CONTROL AE9539 AE9539 NGVD 29 (04/29/98) 4.0 (m) 13. (f) VERT ANG AE9539 AE9539.Superseded values are not recommended for survey control. AE9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9539.See file dsdata.txt to determine how the superseded data were derived. AE9539 AE9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3619310723(NAD 83) AE9539_MARKER: DH = HORIZONTAL CONTROL DISK AE9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9539_STAMPING: WYE 1983 AE9539_MARK LOGO: NCGS AE9539_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AE9539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9539+STABILITY: SURFACE MOTION AE9539 AE9539 HISTORY - Date Condition Report By AE9539 HISTORY - 1983 MONUMENTED NCGS AE9539 AE9539 STATION DESCRIPTION AE9539 AE9539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) AE9539'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH-NORTHWEST OF AURORA. AE9539'ALONG NC 306 F0R 2.9 KM (1.80 MI) NORTH FROM NC 33 (IN WEST AURORA), AE9539'IN THE SHOULDER OF THE ABANDONED NC 306 ROADBED, AND NORTH OF SR 1942. AE9539'MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 34.5 M (113.2 FT) AE9539'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) WEST OF AE9539'THE CENTERLINE OF THE ABANDONED ROAD, 18.84 M (61.81 FT) AE9539'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, 32.9 M AE9539'(107.9 FT) NORTH-NORTHEAST OF THE SOUTH END OF A GUARD RAIL, AND 15.7 AE9539'M (51.5 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND REFERENCE AE9539'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY5792 *********************************************************************** EY5792 DESIGNATION - WYNNS EY5792 PID - EY5792 EY5792 STATE/COUNTY- NC/BEAUFORT EY5792 USGS QUAD - OLD FORD (1979) EY5792 EY5792 *CURRENT SURVEY CONTROL EY5792 ___________________________________________________________________ EY5792* NAD 83(1986)- 35 40 30.67722(N) 077 04 42.12967(W) ADJUSTED EY5792* NAVD 88 - 13.86 (+/-2cm) 45.5 (feet) VERTCON EY5792 ___________________________________________________________________ EY5792 LAPLACE CORR- -3.40 (seconds) DEFLEC99 EY5792 GEOID HEIGHT- -36.31 (meters) GEOID03 EY5792 EY5792 HORZ ORDER - SECOND EY5792 VERT ORDER - THIRD ? (See Below) EY5792 EY5792.The North Carolina HARNS have been completed but, EY5792.due to contractual restrictions, coordinates for these stations EY5792.will NOT be published in the near future. In the interim, the EY5792.published coordinates in North Carolina will not be EY5792.consistent with the Continuously Operating Reference Stations EY5792.(CORS). The HARN coordinates for these stations are available EY5792.upon request. Contact Gary Thompson(919-733-3836). EY5792. EY5792.In addition, the published North Carolina positions EY5792.(NAD 83 (1986)) are NOT consistent with those determined in EY5792.adjacent state readjustments. The discontinuity between stations EY5792.located in North Carolina and those in adjacent states EY5792.which have been adjusted to the HARN may be as much as 5 EY5792.decimeters. This will result in a significant loss of accuracy EY5792.over lines crossing such state borders. EY5792 EY5792 EY5792.The horizontal coordinates were established by classical geodetic methods EY5792.and adjusted by the National Geodetic Survey in January 1991. EY5792 EY5792.The NAVD 88 height was computed by applying the VERTCON shift value to EY5792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY5792.The vertical order pertains to the NGVD 29 superseded value. EY5792 EY5792.The Laplace correction was computed from DEFLEC99 derived deflections. EY5792 EY5792.The geoid height was determined by GEOID03. EY5792 EY5792; North East Units Scale Factor Converg. EY5792;SPC NC - 215,247.140 783,541.934 MT 0.99989982 +1 06 32.8 EY5792;SPC NC - 706,189.99 2,570,670.50 sFT 0.99989982 +1 06 32.8 EY5792;UTM 18 - 3,949,913.135 311,903.089 MT 1.00003600 -1 12 44.8 EY5792 EY5792! - Elev Factor x Scale Factor = Combined Factor EY5792!SPC NC - 1.00000352 x 0.99989982 = 0.99990334 EY5792!UTM 18 - 1.00000352 x 1.00003600 = 1.00003952 EY5792 EY5792 SUPERSEDED SURVEY CONTROL EY5792 EY5792 NGVD 29 (01/18/91) 14.19 (m) 46.6 (f) LEVELING 3 EY5792 EY5792.Superseded values are not recommended for survey control. EY5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY5792.See file dsdata.txt to determine how the superseded data were derived. EY5792 EY5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1190349913(NAD 83) EY5792_MARKER: DE = TRAVERSE STATION DISK EY5792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY5792_SP_SET: SET IN TOP OF CONCRETE MONUMENT EY5792_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY5792+STABILITY: SURFACE MOTION EY5792 EY5792 HISTORY - Date Condition Report By EY5792 HISTORY - 1980 MONUMENTED NCGS EY5792 EY5792 STATION DESCRIPTION EY5792 EY5792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EY5792'THE STATION IS LOCATED APPROXIMATELY 9.1 MILES NORTH OF WASHINGTON AND EY5792'3.0 MILES NORTH-NORTHWEST OF MINEOLA. EY5792' EY5792'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT EY5792'MINEOLA, NORTH OF WASHINGTON, PROCEED NORTHERLY ALONG US 17 FOR EY5792'2.9 MILES TO A STATION ON THE LEFT DIRECTLY IN FRONT OF A BRICK EY5792'SERVICE STATION AND 0.25 MILE SOUTH OF SR 1419. EY5792' EY5792'STATION MARK IS A STANDARD DISK STAMPED---WYNNS 1980---, SET IN THE EY5792'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND EY5792'SURFACE. THE MARK IS 23.0 FEET WEST OF THE CENTERLINE OF US 17, EY5792'52.3 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SERVICE STATION, EY5792'52.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A SERVICE STATION, EY5792'93.5 FEET SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER NORTH OF A EY5792'DRIVEWAY AND 102.4 FEET NORTH OF A POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1490 *********************************************************************** EY1490 DESIGNATION - Y 212 EY1490 PID - EY1490 EY1490 STATE/COUNTY- NC/BEAUFORT EY1490 USGS QUAD - BUNYAN (1974) EY1490 EY1490 *CURRENT SURVEY CONTROL EY1490 ___________________________________________________________________ EY1490* NAD 83(1986)- 35 32 16.91829(N) 076 59 06.72636(W) ADJUSTED EY1490* NAVD 88 - 6.072 (meters) 19.92 (feet) ADJUSTED EY1490 ___________________________________________________________________ EY1490 LAPLACE CORR- -2.01 (seconds) DEFLEC99 EY1490 GEOID HEIGHT- -36.72 (meters) GEOID03 EY1490 DYNAMIC HT - 6.067 (meters) 19.90 (feet) COMP EY1490 MODELED GRAV- 979,760.7 (mgal) NAVD 88 EY1490 EY1490 HORZ ORDER - SECOND EY1490 VERT ORDER - FIRST CLASS II EY1490 EY1490.The North Carolina HARNS have been completed but, EY1490.due to contractual restrictions, coordinates for these stations EY1490.will NOT be published in the near future. In the interim, the EY1490.published coordinates in North Carolina will not be EY1490.consistent with the Continuously Operating Reference Stations EY1490.(CORS). The HARN coordinates for these stations are available EY1490.upon request. Contact Gary Thompson(919-733-3836). EY1490. EY1490.In addition, the published North Carolina positions EY1490.(NAD 83 (1986)) are NOT consistent with those determined in EY1490.adjacent state readjustments. The discontinuity between stations EY1490.located in North Carolina and those in adjacent states EY1490.which have been adjusted to the HARN may be as much as 5 EY1490.decimeters. This will result in a significant loss of accuracy EY1490.over lines crossing such state borders. EY1490 EY1490 EY1490.The horizontal coordinates were established by classical geodetic methods EY1490.and adjusted by the National Geodetic Survey in July 1998. EY1490 EY1490.The orthometric height was determined by differential leveling EY1490.and adjusted by the National Geodetic Survey in June 1991. EY1490 EY1490.The Laplace correction was computed from DEFLEC99 derived deflections. EY1490 EY1490.The geoid height was determined by GEOID03. EY1490 EY1490.The dynamic height is computed by dividing the NAVD 88 EY1490.geopotential number by the normal gravity value computed on the EY1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1490.degrees latitude (g = 980.6199 gals.). EY1490 EY1490.The modeled gravity was interpolated from observed gravity values. EY1490 EY1490; North East Units Scale Factor Converg. EY1490;SPC NC - 200,201.511 792,282.880 MT 0.99988503 +1 09 46.4 EY1490;SPC NC - 656,827.79 2,599,348.08 sFT 0.99988503 +1 09 46.4 EY1490;UTM 18 - 3,934,524.170 320,029.027 MT 0.99999915 -1 09 15.1 EY1490 EY1490! - Elev Factor x Scale Factor = Combined Factor EY1490!SPC NC - 1.00000481 x 0.99988503 = 0.99988984 EY1490!UTM 18 - 1.00000481 x 0.99999915 = 1.00000396 EY1490 EY1490 SUPERSEDED SURVEY CONTROL EY1490 EY1490 NAVD 88 (07/14/98) 6.07 (m) 19.9 (f) LEVELING 3 EY1490 EY1490.Superseded values are not recommended for survey control. EY1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1490.See file dsdata.txt to determine how the superseded data were derived. EY1490 EY1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2002934524(NAD 83) EY1490_MARKER: I = METAL ROD EY1490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1490_SP_SET: STAINLESS STEEL ROD EY1490_STAMPING: Y 212 1979 EY1490_MARK LOGO: CGS EY1490_PROJECTION: FLUSH EY1490_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1490_ROD/PIPE-DEPTH: 10.7 meters EY1490 EY1490 HISTORY - Date Condition Report By EY1490 HISTORY - 1979 MONUMENTED NGS EY1490 HISTORY - 19870829 GOOD USPSQD EY1490 HISTORY - 19971231 SEE DESCRIPTION NCGS EY1490 HISTORY - 20040625 MARK NOT FOUND USPSQD EY1490 EY1490 STATION DESCRIPTION EY1490 EY1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1490'4.3 MI EAST FROM WASHINGTON. EY1490'4.3 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17 EY1490'IN WASHINGTON, IN THE SOUTHWEST QUADRANT OF THE SR 1313 CROSSROADS EY1490'INTERSECTION, 61.6 FEET SOUTH OF CENTERLINE OF HIGHWAY, 52.2 FEET EY1490'NORTHWEST OF CENTERLINE OF ROAD, 15.7 FEET NORTHEAST OF A POWER EY1490'POLE WITH REFERENCE TAG AND 2.0 FEET SOUTH OF THE BASE OF A GUY EY1490'WIRE. THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES EY1490'BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS EY1490'COVER. EY1490'THE MARK IS 1 FT N FROM A WITNESS POST. EY1490'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EY1490 EY1490 STATION RECOVERY (1987) EY1490 EY1490'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY1490'RECOVERED IN GOOD CONDITION. EY1490 EY1490 STATION RECOVERY (1997) EY1490 EY1490'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EJH) EY1490'REFERENCES FALL IN A DITCH AREA-MARK MAY BE LOST. EY1490 EY1490 STATION RECOVERY (2004) EY1490 EY1490'RECOVERY NOTE BY US POWER SQUADRON 2004 EY1490'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4026 *********************************************************************** EY4026 DESIGNATION - YEATSVILLE EY4026 PID - EY4026 EY4026 STATE/COUNTY- NC/BEAUFORT EY4026 USGS QUAD - PANTEGO (1974) EY4026 EY4026 *CURRENT SURVEY CONTROL EY4026 ___________________________________________________________________ EY4026* NAD 83(1986)- 35 31 52.41303(N) 076 44 10.75598(W) ADJUSTED EY4026* NAVD 88 - 2. (meters) 7. (feet) SCALED EY4026 ___________________________________________________________________ EY4026 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4026 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4026 EY4026 HORZ ORDER - SECOND EY4026 EY4026.The North Carolina HARNS have been completed but, EY4026.due to contractual restrictions, coordinates for these stations EY4026.will NOT be published in the near future. In the interim, the EY4026.published coordinates in North Carolina will not be EY4026.consistent with the Continuously Operating Reference Stations EY4026.(CORS). The HARN coordinates for these stations are available EY4026.upon request. Contact Gary Thompson(919-733-3836). EY4026. EY4026.In addition, the published North Carolina positions EY4026.(NAD 83 (1986)) are NOT consistent with those determined in EY4026.adjacent state readjustments. The discontinuity between stations EY4026.located in North Carolina and those in adjacent states EY4026.which have been adjusted to the HARN may be as much as 5 EY4026.decimeters. This will result in a significant loss of accuracy EY4026.over lines crossing such state borders. EY4026 EY4026 EY4026.The horizontal coordinates were established by classical geodetic methods EY4026.and adjusted by the National Geodetic Survey in July 1986. EY4026 EY4026.The orthometric height was scaled from a topographic map. EY4026 EY4026.The Laplace correction was computed from DEFLEC99 derived deflections. EY4026 EY4026.The geoid height was determined by GEOID03. EY4026 EY4026; North East Units Scale Factor Converg. EY4026;SPC NC - 199,932.838 814,862.399 MT 0.99988445 +1 18 23.5 EY4026;SPC NC - 655,946.32 2,673,427.72 sFT 0.99988445 +1 18 23.5 EY4026;UTM 18 - 3,933,343.012 342,580.735 MT 0.99990538 -1 00 33.4 EY4026 EY4026! - Elev Factor x Scale Factor = Combined Factor EY4026!SPC NC - 1.00000555 x 0.99988445 = 0.99989000 EY4026!UTM 18 - 1.00000555 x 0.99990538 = 0.99991093 EY4026 EY4026: Primary Azimuth Mark Grid Az EY4026:SPC NC - YEATSVILLE RM 3 AZIMUTH 204 19 04.6 EY4026:UTM 18 - YEATSVILLE RM 3 AZIMUTH 206 38 01.5 EY4026 EY4026|---------------------------------------------------------------------| EY4026| PID Reference Object Distance Geod. Az | EY4026| dddmmss.s | EY4026| EY4022 BELHAVEN INTERSTATE COOPERAGE CO ST APPROX. 9.6 KM 0804635.5 | EY4026| EY4131 YEATSVILLE RM 1 46.270 METERS 10121 | EY4026| EY5649 YEATSVILLE RM 2 41.770 METERS 18434 | EY4026| EY5650 YEATSVILLE RM 3 AZIMUTH 2053728.1 | EY4026|---------------------------------------------------------------------| EY4026 EY4026 SUPERSEDED SURVEY CONTROL EY4026 EY4026 NAD 27 - 35 31 51.82300(N) 076 44 11.98900(W) AD( ) 2 EY4026 EY4026.Superseded values are not recommended for survey control. EY4026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4026.See file dsdata.txt to determine how the superseded data were derived. EY4026 EY4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4258133343(NAD 83) EY4026_MARKER: DS = TRIANGULATION STATION DISK EY4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4026 EY4026 HISTORY - Date Condition Report By EY4026 HISTORY - 1935 MONUMENTED CGS EY4026 HISTORY - 1949 GOOD CGS EY4026 HISTORY - 1964 GOOD CGS EY4026 EY4026 STATION DESCRIPTION EY4026 EY4026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC) EY4026'THE STATION IS ABOUT 0.3 MILE E OF TANKARDS FILLING STATION IN EY4026'THE TOWN OF YEATSVILLE WHICH IS ON HIGHWAY 264 BETWEEN WASHINGTON EY4026'AND BELHAVEN. THE STATION IS IN THE BACK YARD OF A NEGRO HOUSE EY4026'ON THE N SIDE OF THE ROAD ABOUT 0.1 MILE W OF THE BRIDGE OVER EY4026'PUNGO CREEK, ABOUT 50 METERS FROM CENTER OF PAVEMENT, 100 METERS EY4026'SW OF MT. ZION BAPTIST CHURCH, 20 METERS W OF ROAD LEADING TO EY4026'THE CHURCH, 30 METERS NE OF CORNER OF HOUSE, AND 21 METERS SE EY4026'OF A 5-FOOT OAK TREE WHICH IS JUST S OF A DIRT ROAD LEADING TO EY4026'A CEMETERY ABOUT 150 METERS W OF STATION. EY4026' EY4026'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD EY4026'BRONZE DISKS SET IN CONCRETE. EY4026' EY4026'REFERENCE MARK NO. 1 IS ON THE E SIDE OF THE ROAD TO THE CHURCH, EY4026'24 METERS FROM CENTER LINE, AND ABOUT 40 METERS N OF CONCRETE EY4026'HIGHWAY. REFERENCE MARK NO. 2 IS AT THE SE CORNER OF THE HOUSE, EY4026'ABOUT 20 METERS N OF THE HIGHWAY. REFERENCE MARK NO. 3 (AZIMUTH EY4026'MARK) IS 0.3 MILE SW OF STATION, 0.15 MILE S OF TANKARDS FILLING EY4026'STATION, ON THE E SIDE OF THE DIRT ROAD, OPPOSITE THE THIRD EY4026'HOUSE AFTER PASSING THE MILL, 9 FEET NW OF A WELL PUMP. EY4026' EY4026'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EY4026 EY4026 STATION RECOVERY (1949) EY4026 EY4026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) EY4026'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. DISTANCES EY4026'TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO EY4026'BE CORRECT. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW EY4026'DESCRIPTION FOLLOWS-- EY4026' EY4026'STATION IS ABOUT 0.3 MILE E OF TANKARDS FILLING STATION IN THE EY4026'TOWN OF YEATSVILLE, ON HIGHWAY 264 BETWEEN WASHINGTON AND EY4026'BELHAVEN. IT IS IN THE BACK YARD OF A HOUSE (NEGRO) ABOUT 0.1 EY4026'MILE W OF THE BRIDGE OVER PUNGO CREEK, ABOUT 100 METERS SW OF THE EY4026'MT. ZION BAPTIST CHURCH, 50 METERS FROM THE CENTER OF PAVEMENT, EY4026'30 METERS NE OF CORNER OF HOUSE, 21 METERS SE OF A 5-FOOT OAK EY4026'TREE WHICH IS JUST S OF A DIRT ROAD LEADING TO A CEMETERY, AND EY4026'20 METERS W OF A ROAD LEADING TO THE CHURCH. EY4026' EY4026'STATION MARK IS A BRONZE STATION DISK, STAMPED YEATSVILLE 1935, EY4026'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING EY4026'2 INCHES ABOVE GROUND. EY4026' EY4026'R.M. 1 IS ESE OF THE STATION, IN THE BRUSH ON THE E SIDE OF THE EY4026'ROAD TO THE CHURCH, 24 METERS FROM THE CENTER LINE, AND ABOUT 40 EY4026'METERS N OF THE CONCRETE HIGHWAY. IT IS A BRONZE REFERENCE DISK, EY4026'STAMPED YEATSVILLE NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE EY4026'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND. EY4026' EY4026'R.M. 2 IS S OF THE STATION, AT THE SE CORNER OF THE HOUSE. IT EY4026'IS A BRONZE REFERENCE DISK, STAMPED YEATSVILLE NO 2 1935, SET IN EY4026'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES EY4026'ABOVE GROUND. EY4026' EY4026'R.M. 3 (AZ. MK.) IS ABOUT 0.3 MILE SW OF STATION, 0.15 MILE S EY4026'OF TANKARDS FILLING STATION, ON THE E SIDE OF THE DIRT ROAD, 25 EY4026'FEET E OF THE CENTER LINE, 2 FEET E OF THE FENCE, ACROSS THE ROAD EY4026'FROM AND JUST N OF THE RESIDENCE OF W.T. WILKINSON WHICH IS THE EY4026'FIFTH HOUSE FROM THE MILL ON THE W SIDE OF THE ROAD. IT IS A EY4026'BRONZE DISK, STAMPED YEATSVILLE NO 3 1935, SET IN THE TOP OF A EY4026'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE EY4026'GROUND. EY4026 EY4026 STATION RECOVERY (1964) EY4026 EY4026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB) EY4026'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1949 AND ALL EY4026'MARKS EXCEPT REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE FOUND TO EY4026'BE IN GOOD CONDITION. REFERENCE MARK NO. 3 HAD BEEN DESTROYED BY EY4026'HIGHWAY IMPROVEMENTS AND THE DISK WAS RECLAIMED AT THIS TIME. THE EY4026'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE HIGHWAY HAS BEEN EY4026'RELOCATED ABOUT 100 FEET SOUTH OF THE OLD HIGHWAY IN THE EY4026'VICINITY OF THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4095 *********************************************************************** EY4095 DESIGNATION - YEATSVILLE RESET EY4095 PID - EY4095 EY4095 STATE/COUNTY- NC/BEAUFORT EY4095 USGS QUAD - PANTEGO (1974) EY4095 EY4095 *CURRENT SURVEY CONTROL EY4095 ___________________________________________________________________ EY4095* NAD 83(1986)- 35 31 52.41303(N) 076 44 10.75598(W) ADJUSTED EY4095* NAVD 88 - 2.179 (meters) 7.15 (feet) ADJUSTED EY4095 ___________________________________________________________________ EY4095 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4095 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4095 DYNAMIC HT - 2.177 (meters) 7.14 (feet) COMP EY4095 MODELED GRAV- 979,765.5 (mgal) NAVD 88 EY4095 EY4095 HORZ ORDER - SECOND EY4095 VERT ORDER - SECOND CLASS II EY4095 EY4095.The North Carolina HARNS have been completed but, EY4095.due to contractual restrictions, coordinates for these stations EY4095.will NOT be published in the near future. In the interim, the EY4095.published coordinates in North Carolina will not be EY4095.consistent with the Continuously Operating Reference Stations EY4095.(CORS). The HARN coordinates for these stations are available EY4095.upon request. Contact Gary Thompson(919-733-3836). EY4095. EY4095.In addition, the published North Carolina positions EY4095.(NAD 83 (1986)) are NOT consistent with those determined in EY4095.adjacent state readjustments. The discontinuity between stations EY4095.located in North Carolina and those in adjacent states EY4095.which have been adjusted to the HARN may be as much as 5 EY4095.decimeters. This will result in a significant loss of accuracy EY4095.over lines crossing such state borders. EY4095 EY4095 EY4095.The horizontal coordinates were established by classical geodetic methods EY4095.and adjusted by the National Geodetic Survey in July 1998. EY4095 EY4095.The orthometric height was determined by differential leveling EY4095.and adjusted by the National Geodetic Survey in June 1991. EY4095 EY4095.The Laplace correction was computed from DEFLEC99 derived deflections. EY4095 EY4095.The geoid height was determined by GEOID03. EY4095 EY4095.The dynamic height is computed by dividing the NAVD 88 EY4095.geopotential number by the normal gravity value computed on the EY4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4095.degrees latitude (g = 980.6199 gals.). EY4095 EY4095.The modeled gravity was interpolated from observed gravity values. EY4095 EY4095; North East Units Scale Factor Converg. EY4095;SPC NC - 199,932.838 814,862.399 MT 0.99988445 +1 18 23.5 EY4095;SPC NC - 655,946.32 2,673,427.72 sFT 0.99988445 +1 18 23.5 EY4095;UTM 18 - 3,933,343.012 342,580.735 MT 0.99990538 -1 00 33.4 EY4095 EY4095! - Elev Factor x Scale Factor = Combined Factor EY4095!SPC NC - 1.00000547 x 0.99988445 = 0.99988992 EY4095!UTM 18 - 1.00000547 x 0.99990538 = 0.99991085 EY4095 EY4095|---------------------------------------------------------------------| EY4095| PID Reference Object Distance Geod. Az | EY4095| dddmmss.s | EY4095| EY4131 YEATSVILLE RM 1 46.270 METERS 10121 | EY4095| EY4094 BURFORD 68.497 METERS 19514 | EY4095|---------------------------------------------------------------------| EY4095 EY4095 SUPERSEDED SURVEY CONTROL EY4095 EY4095 NAVD 88 (07/14/98) 2.18 (m) 7.2 (f) LEVELING 3 EY4095 EY4095.Superseded values are not recommended for survey control. EY4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4095.See file dsdata.txt to determine how the superseded data were derived. EY4095 EY4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4258133343(NAD 83) EY4095_MARKER: DE = TRAVERSE STATION DISK EY4095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4095_SP_SET: CONCRETE POST EY4095_STAMPING: YEATSVILLE 1935 1983 EY4095_MARK LOGO: NCGS EY4095_MAGNETIC: N = NO MAGNETIC MATERIAL EY4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4095+STABILITY: SURFACE MOTION EY4095 EY4095 HISTORY - Date Condition Report By EY4095 HISTORY - 1983 MONUMENTED NCGS EY4095 HISTORY - 19830101 GOOD NCGS EY4095 EY4095 STATION DESCRIPTION EY4095 EY4095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EY4095'9.7 KM (6.0 MI) SW FROM PANTEGO. EY4095'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHWEST OF PANTEGO. EY4095'ALONG US 264 FOR 0.5 KM (0.3 MI) EAST FROM SR 1718 (IN YEATESVILLE), EY4095'OR 0.3 KM (0.2 MI) WEST FROM THE PUNGO CREEK BRIDGE, ON THE NORTH EY4095'SIDE OF AN ABANDONED CONCRETE ROAD. MARK IS LOCATED 19.0 METERS EY4095'(62.3 FT) WEST OF THE CENTER OF A ROAD LEADING TO A CHURCH, 24.0 EY4095'METERS (78.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, EY4095'7.6 METERS (24.9 FT) NORTH 0F THE NORTHEAST CORNER OF A PUMP EY4095'HOUSE--AND 15.8 METERS (51.8 FT) EAST OF A UTILITY POLE WITH A LIGHT, EY4095'1.0 METERS (3.4 FT) SOUTHEAST OF A 15-INCH PINE--BOTH WITH REFERENCE EY4095'TAGS. STATION IS 2 FT ABOVE THE LEVEL OF THE OLD ROAD BED. EY4095 EY4095 STATION RECOVERY (1983) EY4095 EY4095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS) EY4095'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1983 RECOVERY BY H.D. EY4095'MCKINNEY. STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHWEST OF EY4095'PANTEGO. ALONG US 264 FOR 0.5 KM (0.30 MI) EAST FROM SR 1718 (IN EY4095'YEATESVILLE), OR 0.3 KM (0.20 MI) WEST FROM THE PUNGO CREEK BRIDGE, ON EY4095'THE NORTH SIDE OF AN ABANDONED CONCRETE ROAD. MARK IS LOCATED 19.0 M EY4095'(62.3 FT) WEST OF THE CENTER OF A ROAD LEADING TO A CHURCH, 24.0 M EY4095'(78.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 7.6 M EY4095'(24.9 FT) NORTH 0F THE NORTHEAST CORNER OF A PUMP HOUSE--AND 15.8 M EY4095'(51.8 FT) EAST OF A UTILITY POLE WITH A LIGHT, 1.0 M (3.3 FT) EY4095'SOUTHEAST OF A 15-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4131 *********************************************************************** EY4131 DESIGNATION - YEATSVILLE RM 1 EY4131 PID - EY4131 EY4131 STATE/COUNTY- NC/BEAUFORT EY4131 USGS QUAD - PANTEGO (1974) EY4131 EY4131 *CURRENT SURVEY CONTROL EY4131 ___________________________________________________________________ EY4131* NAD 83(1986)- 35 31 52.11742(N) 076 44 08.95530(W) ADJUSTED EY4131* NAVD 88 - 0.678 (meters) 2.22 (feet) ADJUSTED EY4131 ___________________________________________________________________ EY4131 LAPLACE CORR- -1.93 (seconds) DEFLEC99 EY4131 GEOID HEIGHT- -37.03 (meters) GEOID03 EY4131 DYNAMIC HT - 0.678 (meters) 2.22 (feet) COMP EY4131 MODELED GRAV- 979,765.5 (mgal) NAVD 88 EY4131 EY4131 HORZ ORDER - SECOND EY4131 VERT ORDER - SECOND CLASS II EY4131 EY4131.The North Carolina HARNS have been completed but, EY4131.due to contractual restrictions, coordinates for these stations EY4131.will NOT be published in the near future. In the interim, the EY4131.published coordinates in North Carolina will not be EY4131.consistent with the Continuously Operating Reference Stations EY4131.(CORS). The HARN coordinates for these stations are available EY4131.upon request. Contact Gary Thompson(919-733-3836). EY4131. EY4131.In addition, the published North Carolina positions EY4131.(NAD 83 (1986)) are NOT consistent with those determined in EY4131.adjacent state readjustments. The discontinuity between stations EY4131.located in North Carolina and those in adjacent states EY4131.which have been adjusted to the HARN may be as much as 5 EY4131.decimeters. This will result in a significant loss of accuracy EY4131.over lines crossing such state borders. EY4131 EY4131 EY4131.The horizontal coordinates were established by classical geodetic methods EY4131.and adjusted by the National Geodetic Survey in July 1998. EY4131 EY4131.The orthometric height was determined by differential leveling EY4131.and adjusted by the National Geodetic Survey in June 1991. EY4131 EY4131.The Laplace correction was computed from DEFLEC99 derived deflections. EY4131 EY4131.The geoid height was determined by GEOID03. EY4131 EY4131.The dynamic height is computed by dividing the NAVD 88 EY4131.geopotential number by the normal gravity value computed on the EY4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4131.degrees latitude (g = 980.6199 gals.). EY4131 EY4131.The modeled gravity was interpolated from observed gravity values. EY4131 EY4131; North East Units Scale Factor Converg. EY4131;SPC NC - 199,924.765 814,907.954 MT 0.99988444 +1 18 24.5 EY4131;SPC NC - 655,919.83 2,673,577.18 sFT 0.99988444 +1 18 24.5 EY4131;UTM 18 - 3,933,333.105 342,625.928 MT 0.99990521 -1 00 32.3 EY4131 EY4131! - Elev Factor x Scale Factor = Combined Factor EY4131!SPC NC - 1.00000571 x 0.99988444 = 0.99989015 EY4131!UTM 18 - 1.00000571 x 0.99990521 = 0.99991092 EY4131 EY4131 SUPERSEDED SURVEY CONTROL EY4131 EY4131 NAVD 88 (07/14/98) 0.68 (m) 2.2 (f) LEVELING 3 EY4131 EY4131.Superseded values are not recommended for survey control. EY4131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4131.See file dsdata.txt to determine how the superseded data were derived. EY4131 EY4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4262633333(NAD 83) EY4131_MARKER: DR = REFERENCE MARK DISK EY4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4131_SP_SET: CONCRETE POST EY4131_STAMPING: YEATSVILLE NO 1 EY4131_MARK LOGO: CGS EY4131_MAGNETIC: N = NO MAGNETIC MATERIAL EY4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4131+STABILITY: SURFACE MOTION EY4131 EY4131 HISTORY - Date Condition Report By EY4131 HISTORY - 1935 MONUMENTED CGS EY4131 HISTORY - 1984 GOOD NCGS EY4131 HISTORY - 19850731 SEE DESCRIPTION NCGS EY4131 EY4131 STATION DESCRIPTION EY4131 EY4131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4131'9.17 KM (5.7 MI) SW FROM PANTEGO. EY4131'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHWEST OF PANTEGO. EY4131'ALONG US 264 FOR 0.5 KM (0.3 MI) EAST FROM SR 1718 (IN YEATESVILLE), EY4131'OR 0.3 KM (0.2 MI) WEST FROM THE PUNGO CREEK BRIDGE, ON THE NORTH EY4131'SIDE OF AN ABANDONED CONCRETE ROAD. THE STATION IS LOCATED 26.0 EY4131'METERS (85.3 FT) EAST OF THE CENTERLINE OF A ROAD LEADING TO A EY4131'CHURCH--AND 19.0 METERS (62.3 FT) EAST OF A POWER POLE, 36.0 METERS EY4131'(118.1 FT) SOUTH OF A 10-INCH OAK.--BOTH WITH REFERENCE TAGS. MARK EY4131'IS SET INTO THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE EY4131'GROUND AND 2 FT BELOW THE CONCRETE ROAD. EY4131 EY4131 STATION RECOVERY (1985) EY4131 EY4131'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EY4131'RECOVERED AS DESCRIBED. DISTANCE FROM MAIN STATION TO RM 1 WAS FOUND EY4131'TO BE SHORTER BY 0.11-FEET WHEN COMPARED TO THE 1935 DISTANCE. STATION EY4131'IS LOCATED IN YATESVILLE, 0.3 KM (0.20 MI) WEST OF THE PUNGO CREEK EY4131'BRIDGE AND ALONG OLD ROUTE 264 BETWEEN WASHINGTON AND BELHAVEN. TO EY4131'REACH THE STATION FROM THE JUNCTION OF U.S. 264 AND SR 1718 IN EY4131'YEATSVILLE, GO EAST ON U.S. 264 FOR 0.2 MILE (0.3 KM) TO A SIDE ROAD EY4131'LEFT. TURN LEFT AND GO EAST ON OLD 264 FOR 0.1 MILE (0.2 KM) TO AN EY4131'A-FRAME HOUSE AND THE MARK BEHIND THE HOUSE IN THE EDGE OF WOODS. EY4131'REFERENCE MARK 1 PROJECTS 1 INCH ABOVE GROUND. LOCATED 26.0 M (85.3 EY4131'FT) EAST OF THE CENTER OF A ROAD LEADING TO A CHURCH--AND 19.0 M (62.3 EY4131'FT) EAST OF A POWERLINE POLE, 36.0 M (118.1 FT) SOUTH OF A 10-INCH EY4131'OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY1491 *********************************************************************** EY1491 DESIGNATION - Z 212 EY1491 PID - EY1491 EY1491 STATE/COUNTY- NC/BEAUFORT EY1491 USGS QUAD - WASHINGTON (1983) EY1491 EY1491 *CURRENT SURVEY CONTROL EY1491 ___________________________________________________________________ EY1491* NAD 83(1986)- 35 32 28.95968(N) 077 00 15.74324(W) ADJUSTED EY1491* NAVD 88 - 8.907 (meters) 29.22 (feet) ADJUSTED EY1491 ___________________________________________________________________ EY1491 LAPLACE CORR- -2.03 (seconds) DEFLEC99 EY1491 GEOID HEIGHT- -36.69 (meters) GEOID03 EY1491 DYNAMIC HT - 8.899 (meters) 29.20 (feet) COMP EY1491 MODELED GRAV- 979,762.4 (mgal) NAVD 88 EY1491 EY1491 HORZ ORDER - SECOND EY1491 VERT ORDER - FIRST CLASS II EY1491 EY1491.The North Carolina HARNS have been completed but, EY1491.due to contractual restrictions, coordinates for these stations EY1491.will NOT be published in the near future. In the interim, the EY1491.published coordinates in North Carolina will not be EY1491.consistent with the Continuously Operating Reference Stations EY1491.(CORS). The HARN coordinates for these stations are available EY1491.upon request. Contact Gary Thompson(919-733-3836). EY1491. EY1491.In addition, the published North Carolina positions EY1491.(NAD 83 (1986)) are NOT consistent with those determined in EY1491.adjacent state readjustments. The discontinuity between stations EY1491.located in North Carolina and those in adjacent states EY1491.which have been adjusted to the HARN may be as much as 5 EY1491.decimeters. This will result in a significant loss of accuracy EY1491.over lines crossing such state borders. EY1491 EY1491 EY1491.The horizontal coordinates were established by classical geodetic methods EY1491.and adjusted by the National Geodetic Survey in July 1998. EY1491 EY1491.The orthometric height was determined by differential leveling EY1491.and adjusted by the National Geodetic Survey in June 1991. EY1491 EY1491.The Laplace correction was computed from DEFLEC99 derived deflections. EY1491 EY1491.The geoid height was determined by GEOID03. EY1491 EY1491.The dynamic height is computed by dividing the NAVD 88 EY1491.geopotential number by the normal gravity value computed on the EY1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY1491.degrees latitude (g = 980.6199 gals.). EY1491 EY1491.The modeled gravity was interpolated from observed gravity values. EY1491 EY1491; North East Units Scale Factor Converg. EY1491;SPC NC - 200,537.392 790,537.390 MT 0.99988532 +1 09 06.5 EY1491;SPC NC - 657,929.76 2,593,621.42 sFT 0.99988532 +1 09 06.5 EY1491;UTM 18 - 3,934,930.396 318,298.340 MT 1.00000687 -1 09 55.6 EY1491 EY1491! - Elev Factor x Scale Factor = Combined Factor EY1491!SPC NC - 1.00000436 x 0.99988532 = 0.99988968 EY1491!UTM 18 - 1.00000436 x 1.00000687 = 1.00001123 EY1491 EY1491 SUPERSEDED SURVEY CONTROL EY1491 EY1491 NAVD 88 (07/14/98) 9.26 (m) 30.4 (f) LEVELING 3 EY1491 EY1491.Superseded values are not recommended for survey control. EY1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY1491.See file dsdata.txt to determine how the superseded data were derived. EY1491 EY1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1829834930(NAD 83) EY1491_MARKER: I = METAL ROD EY1491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EY1491_SP_SET: STAINLESS STEEL ROD EY1491_STAMPING: Z 212 1979 EY1491_MARK LOGO: CGS EY1491_PROJECTION: FLUSH EY1491_MAGNETIC: O = OTHER; SEE DESCRIPTION EY1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EY1491_ROD/PIPE-DEPTH: 6.10 meters EY1491 EY1491 HISTORY - Date Condition Report By EY1491 HISTORY - 1979 MONUMENTED NGS EY1491 HISTORY - 19820425 GOOD NCGS EY1491 HISTORY - 19870829 GOOD USPSQD EY1491 HISTORY - 20040106 MARK NOT FOUND USPSQD EY1491 EY1491 STATION DESCRIPTION EY1491 EY1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EY1491'3.2 MI EAST FROM WASHINGTON. EY1491'3.2 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17 EY1491'IN WASHINGTON, AT A POWER POLE ON THE PROLONGATION OF THE EAST EY1491'BOUNDARY FENCE OF MASSEY FERGUSON EQUIPMENT COMPANY, 53.2 FEET EY1491'SOUTH OF CENTERLINE OF HIGHWAY, 62.0 FEET NORTH-NORTHEAST OF EY1491'NORTHEAST FENCE CORNER, 1.3 FEET NORTH OF A POWER POLE 47, 21.0 EY1491'FEET SOUTHEAST OF A 15 INCH CULVERT UNDER EAST DRIVE AND 35.5 FEET EY1491'NORTH-NORTHEAST OF A METAL MASSEY FERGUSON SIGN. THE DATUM POINT EY1491'IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL EY1491'GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER. EY1491'THE MARK IS 1 FT S FROM A WITNESS POST. EY1491'THE MARK IS 1 FT BELOW HIGHWAY. EY1491 EY1491 STATION RECOVERY (1982) EY1491 EY1491'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS) EY1491'RECOVERED AS DESCRIBED. EY1491 EY1491 STATION RECOVERY (1987) EY1491 EY1491'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL) EY1491'RECOVERED IN GOOD CONDITION. EY1491 EY1491 STATION RECOVERY (2004) EY1491 EY1491'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD) EY1491'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EY4074 *********************************************************************** EY4074 DESIGNATION - ZIP EY4074 PID - EY4074 EY4074 STATE/COUNTY- NC/BEAUFORT EY4074 USGS QUAD - PANTEGO (1974) EY4074 EY4074 *CURRENT SURVEY CONTROL EY4074 ___________________________________________________________________ EY4074* NAD 83(1986)- 35 32 51.75225(N) 076 37 56.92562(W) ADJUSTED EY4074* NAVD 88 - 1.198 (meters) 3.93 (feet) ADJUSTED EY4074 ___________________________________________________________________ EY4074 LAPLACE CORR- -2.42 (seconds) DEFLEC99 EY4074 GEOID HEIGHT- -37.14 (meters) GEOID03 EY4074 DYNAMIC HT - 1.197 (meters) 3.93 (feet) COMP EY4074 MODELED GRAV- 979,776.0 (mgal) NAVD 88 EY4074 EY4074 HORZ ORDER - SECOND EY4074 VERT ORDER - SECOND CLASS II EY4074 EY4074.The North Carolina HARNS have been completed but, EY4074.due to contractual restrictions, coordinates for these stations EY4074.will NOT be published in the near future. In the interim, the EY4074.published coordinates in North Carolina will not be EY4074.consistent with the Continuously Operating Reference Stations EY4074.(CORS). The HARN coordinates for these stations are available EY4074.upon request. Contact Gary Thompson(919-733-3836). EY4074. EY4074.In addition, the published North Carolina positions EY4074.(NAD 83 (1986)) are NOT consistent with those determined in EY4074.adjacent state readjustments. The discontinuity between stations EY4074.located in North Carolina and those in adjacent states EY4074.which have been adjusted to the HARN may be as much as 5 EY4074.decimeters. This will result in a significant loss of accuracy EY4074.over lines crossing such state borders. EY4074 EY4074 EY4074.The horizontal coordinates were established by classical geodetic methods EY4074.and adjusted by the National Geodetic Survey in July 1998. EY4074 EY4074.The orthometric height was determined by differential leveling EY4074.and adjusted by the National Geodetic Survey in June 1991. EY4074 EY4074.The Laplace correction was computed from DEFLEC99 derived deflections. EY4074 EY4074.The geoid height was determined by GEOID03. EY4074 EY4074.The dynamic height is computed by dividing the NAVD 88 EY4074.geopotential number by the normal gravity value computed on the EY4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EY4074.degrees latitude (g = 980.6199 gals.). EY4074 EY4074.The modeled gravity was interpolated from observed gravity values. EY4074 EY4074; North East Units Scale Factor Converg. EY4074;SPC NC - 201,980.556 824,232.995 MT 0.99988589 +1 21 59.3 EY4074;SPC NC - 662,664.54 2,704,171.08 sFT 0.99988589 +1 21 59.3 EY4074;UTM 18 - 3,935,010.427 352,026.441 MT 0.99986983 -0 56 57.4 EY4074 EY4074! - Elev Factor x Scale Factor = Combined Factor EY4074!SPC NC - 1.00000564 x 0.99988589 = 0.99989153 EY4074!UTM 18 - 1.00000564 x 0.99986983 = 0.99987547 EY4074 EY4074 SUPERSEDED SURVEY CONTROL EY4074 EY4074 NAVD 88 (07/14/98) 1.20 (m) 3.9 (f) LEVELING 3 EY4074 EY4074.Superseded values are not recommended for survey control. EY4074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY4074.See file dsdata.txt to determine how the superseded data were derived. EY4074 EY4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5202635010(NAD 83) EY4074_MARKER: DE = TRAVERSE STATION DISK EY4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY4074_SP_SET: CONCRETE POST EY4074_STAMPING: ZIP 1982 EY4074_MARK LOGO: NCGS EY4074_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EY4074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY4074+STABILITY: SURFACE MOTION EY4074 EY4074 HISTORY - Date Condition Report By EY4074 HISTORY - 1982 MONUMENTED NCGS EY4074 HISTORY - 19840601 GOOD NCGS EY4074 EY4074 STATION DESCRIPTION EY4074 EY4074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 EY4074'1.3 KM (0.8 MI) NW FROM BELHAVEN. EY4074'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) NORTHWEST OF BELHAVEN. EY4074'AT THE INTERSECTION OF US 264 AND NC 92, AT THE SOUTHEAST CORNER OF EY4074'THE ZIP MART PARKING LOT. THE STATION IS A STANDARD NCGS DISK EY4074'STAMPED---ZIP 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EY4074'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 13.6 METERS (44.5 FT) EY4074'NORTHWEST OF THE CENTERLINE OF NC 92, 8.8 METERS (28.8 FT) SOUTHWEST EY4074'OF THE WEST RAIL OF THE MAIN RAILROAD TRACK, 1.6 METERS (5.3 FT) EY4074'NORTH OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A ZIP MART EY4074'SIGN, 18.9 METERS (62.0 FT) SOUTHWEST OF A POWER POLE WITH A EY4074'REFERENCE TAG, AND 1.5 METERS (4.9 FT) SOUTHEAST OF THE SOUTHEAST EY4074'CORNER OF THE CONCRETE BASE OF A NIGHT LIGHT. EY4074 EY4074 STATION RECOVERY (1984) EY4074 EY4074'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EY4074'STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) NORTHWEST OF BELHAVEN. AT EY4074'THE INTERSECTION OF US 264 AND NC 92, AT THE SOUTHEAST CORNER OF THE EY4074'ZIP MART PARKING LOT. MARK IS FLUSH WITH GROUND. LOCATED 13.6 M (44.6 EY4074'FT) NORTHWEST OF THE CENTERLINE OF NC 92, 8.8 M (28.9 FT) SOUTHWEST OF EY4074'THE WEST RAIL OF THE MAIN RAILROAD TRACK, 1.6 M (5.2 FT) NORTH OF THE EY4074'NORTHEAST CORNER OF THE CONCRETE BASE OF A ZIP MART SIGN, 18.9 M (62.0 EY4074'FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG, AND 1.5 M (4.9 FT) EY4074'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A NIGHT EY4074'LIGHT.