1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ3101 *********************************************************************** EZ3101 DESIGNATION - DICKEN EZ3101 PID - EZ3101 EZ3101 STATE/COUNTY- NC/LEE EZ3101 USGS QUAD - BROADWAY (1981) EZ3101 EZ3101 *CURRENT SURVEY CONTROL EZ3101 ___________________________________________________________________ EZ3101* NAD 83(1986)- 35 27 45.80449(N) 079 03 44.16240(W) ADJUSTED EZ3101* NAVD 88 - 148.25 (meters) 486.4 (feet) GPS OBS EZ3101 ___________________________________________________________________ EZ3101 LAPLACE CORR- -5.68 (seconds) DEFLEC99 EZ3101 GEOID HEIGHT- -31.98 (meters) GEOID99 EZ3101 EZ3101 HORZ ORDER - FIRST EZ3101 EZ3101.The North Carolina/South Carolina HARNS have been completed but, EZ3101.due to contractual restrictions, coordinates for these stations EZ3101.will NOT be published in the near future. In the interim, the EZ3101.published coordinates in North and South Carolina will not be EZ3101.consistent with the Continuously Operating Reference Stations EZ3101.(CORS). The HARN coordinates for these stations are available EZ3101.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3101.Lapine(803-896-7700). EZ3101. EZ3101.In addition, the published North and South Carolina positions EZ3101.(NAD 83 (1986)) are NOT consistent with those determined in EZ3101.adjacent state readjustments. The discontinuity between stations EZ3101.located in North or South Carolina and those in adjacent states EZ3101.which have been adjusted to the HARN may be as much as 5 EZ3101.decimeters. This will result in a significant loss of accuracy EZ3101.over lines crossing such state borders. EZ3101 EZ3101 EZ3101.The horizontal coordinates were established by GPS observations EZ3101.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ3101 EZ3101.The orthometric height was determined by GPS observations and a EZ3101.high-resolution geoid model using precise GPS observation and EZ3101.processing techniques. EZ3101 EZ3101.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3101 EZ3101.The geoid height was determined by GEOID99. EZ3101 EZ3101; North East Units Scale Converg. EZ3101;SPC NC - 189,994.782 603,949.816 MT 0.99987935 -0 02 09.4 EZ3101;UTM 17 - 3,926,084.710 675,831.186 MT 0.99998101 +1 07 28.2 EZ3101 EZ3101: Primary Azimuth Mark Grid Az EZ3101:SPC NC - NEWTON NCGS 1970 268 50 33.4 EZ3101:UTM 17 - NEWTON NCGS 1970 267 40 55.8 EZ3101 EZ3101|---------------------------------------------------------------------| EZ3101| PID Reference Object Distance Geod. Az | EZ3101| dddmmss.s | EZ3101| EZ3099 NEWTON NCGS 1970 420.039 METERS 2684824.0 | EZ3101|---------------------------------------------------------------------| EZ3101 EZ3101 SUPERSEDED SURVEY CONTROL EZ3101 EZ3101 NAD 83(1986)- 35 27 45.80428(N) 079 03 44.16186(W) AD( ) 2 EZ3101 NAD 27 - 35 27 45.24342(N) 079 03 45.07887(W) AD( ) 2 EZ3101 NGVD 29 - 148.5 (m) 487. (f) VERT ANG EZ3101 EZ3101.Superseded values are not recommended for survey control. EZ3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3101.See file dsdata.txt to determine how the superseded data were derived. EZ3101 EZ3101_MARKER: DE = TRAVERSE STATION DISK EZ3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3101_STAMPING: DICKEN 1970 EZ3101_MARK LOGO: NCGS EZ3101_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3101+STABILITY: SURFACE MOTION EZ3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3101+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002 EZ3101 EZ3101 HISTORY - Date Condition Report By EZ3101 HISTORY - 1970 MONUMENTED NCGS EZ3101 HISTORY - 20020108 GOOD NCGS EZ3101 EZ3101 STATION DESCRIPTION EZ3101 EZ3101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ3101'DICKEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3101'VICINITY OF BROADWAY, NORTH CAROLINA. EZ3101' EZ3101'DICKEN IS LOCATED APPROXIMATELY 0.7 MILE NORTHWEST OF BROADWAY. TO EZ3101'REACH STATION PROCEED FROM THE POST OFFICE IN THE TOWN OF BROADWAY, EZ3101'GO WEST ON US 421 FOR 0.75 MILE TO SR 1535, CONTINUE WEST ON US 421 EZ3101'FOR 0.05 MILE TO STATION ON THE RIGHT, ON THE EAST SIDE OF THE EZ3101'DRIVEWAY TO HOME OF THE DICKENS, AND 0.3 MILE EAST OF SR 1534. EZ3101' EZ3101'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED DICKEN EZ3101'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ3101'FLUSH WITH THE SURFACE OF THE GROUND. EZ3101' EZ3101'MARK IS-- EZ3101'29.9 FEET NW OF C/L OF US 421. EZ3101'25.0 FEET E OF C/L OF DRIVE LEADING TO THE DICKENS RESIDENCE. EZ3101'4.6 FEET SE OF ALUMINUM REF. TAG ON PP. EZ3101'56.6 FEET SSE OF SE CORNER OF BRICK HOME. EZ3101'90.8 FEET WNW OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN. EZ3101 EZ3101 STATION RECOVERY (2002) EZ3101 EZ3101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) EZ3101'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATES. US 421 IS NOW EZ3101'SR 1579 (NORTH MAIN ST). THE POWER POLE AND SPEED LIMIT SIGN ARE GONE. EZ3101'MARK IS ABOUT LEVEL WITH SR 1539, 6.8 FT (2.1 M) NORTH-NORTHEAST OF A EZ3101'MAN HOLE AND 46.1 FT (14.1 M) EAST OF A FIRE HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ5917 *********************************************************************** EZ5917 DESIGNATION - FALL AZ MK EZ5917 PID - EZ5917 EZ5917 STATE/COUNTY- NC/LEE EZ5917 USGS QUAD - MONCURE (1993) EZ5917 EZ5917 *CURRENT SURVEY CONTROL EZ5917 ___________________________________________________________________ EZ5917* NAD 83(1986)- 35 30 01.70188(N) 079 00 34.86231(W) ADJUSTED EZ5917* NAVD 88 - 124.20 (meters) 407.5 (feet) LEVELING EZ5917 ___________________________________________________________________ EZ5917 LAPLACE CORR- -6.65 (seconds) DEFLEC99 EZ5917 GEOID HEIGHT- -32.12 (meters) GEOID99 EZ5917 EZ5917 HORZ ORDER - FIRST EZ5917 VERT ORDER - THIRD ? EZ5917 EZ5917.The North Carolina/South Carolina HARNS have been completed but, EZ5917.due to contractual restrictions, coordinates for these stations EZ5917.will NOT be published in the near future. In the interim, the EZ5917.published coordinates in North and South Carolina will not be EZ5917.consistent with the Continuously Operating Reference Stations EZ5917.(CORS). The HARN coordinates for these stations are available EZ5917.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5917.Lapine(803-896-7700). EZ5917. EZ5917.In addition, the published North and South Carolina positions EZ5917.(NAD 83 (1986)) are NOT consistent with those determined in EZ5917.adjacent state readjustments. The discontinuity between stations EZ5917.located in North or South Carolina and those in adjacent states EZ5917.which have been adjusted to the HARN may be as much as 5 EZ5917.decimeters. This will result in a significant loss of accuracy EZ5917.over lines crossing such state borders. EZ5917 EZ5917 EZ5917.The horizontal coordinates were established by GPS observations EZ5917.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ5917 EZ5917.The orthometric height was determined by differential leveling. EZ5917.The vertical network tie was performed by a horz. field party for horz. EZ5917.obs reductions. Reset procedures were used to establish the elevation. EZ5917 EZ5917.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5917 EZ5917.The geoid height was determined by GEOID99. EZ5917 EZ5917; North East Units Scale Converg. EZ5917;SPC NC - 194,180.813 608,722.708 MT 0.99988198 -0 00 20.1 EZ5917;UTM 17 - 3,930,367.068 680,518.794 MT 1.00000159 +1 09 22.0 EZ5917 EZ5917 SUPERSEDED SURVEY CONTROL EZ5917 EZ5917.No superseded survey control is available for this station. EZ5917 EZ5917_MARKER: DZ = AZIMUTH MARK DISK EZ5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5917_STAMPING: FALL 1957 EZ5917_MARK LOGO: CGS EZ5917_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5917+STABILITY: SURFACE MOTION EZ5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5917+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002 EZ5917 EZ5917 HISTORY - Date Condition Report By EZ5917 HISTORY - 1957 MONUMENTED CGS EZ5917 HISTORY - 20020423 GOOD NCGS EZ5917 EZ5917 STATION DESCRIPTION EZ5917 EZ5917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 EZ5917'STATION IS ABOUT 9.0 MILES (14.5 KM) EAST-NORTHEAST OF SANFORD AND 3.8 EZ5917'MILES (6.1 KM) NORTHEAST OF BROADWAY. TO REACH THE STATION FROM THE EZ5917'POST OFFICE IN BROADWAY AT SR 1579 (NORTH MAIN ST) AND SR 1538 (E. EZ5917'HARRINGTON AVE), GO ALONG SR 1538 NORTH FOR 4.2 MI (6.8 KM) TO POTTERY EZ5917'LANE 2 (PRIVATE ROAD), IN SOUTHEAST QUADRANT. NOTE---SR 1538 CHANGES EZ5917'TO BUCKHORN ROAD OUTSIDE OF TOWN. EZ5917'LOCATED 15.0 FT (4.6 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVE TO EZ5917'HOUSE NUMBER 2264, 26.0 FT (7.9 M) SOUTH-SOUTHEAST OF A P/K NAIL IN EZ5917'THE CENTERLINE OF SR 1538 (AT POTTERY LANE 2), 75.5 FT (23.0 M) EZ5917'WEST-SOUTHWEST OF A FIRE HYDRANT, 94.5 FT (28.8 M) SOUTH-SOUTHEAST OF EZ5917'A POWER POLE WITH REFERENCE TAG AND 130.6 FT (39.8 M) EAST-NORTHEAST EZ5917'OF THE SOUTHWEST END OF AN 18-INCH CONCRETE PIPE CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ1293 *********************************************************************** EZ1293 DESIGNATION - GUARDRAIL EZ1293 PID - EZ1293 EZ1293 STATE/COUNTY- NC/LEE EZ1293 USGS QUAD - COLON (1981) EZ1293 EZ1293 *CURRENT SURVEY CONTROL EZ1293 ___________________________________________________________________ EZ1293* NAD 83(1986)- 35 34 08.45359(N) 079 11 32.45570(W) ADJUSTED EZ1293* NAVD 88 - 94.903 (meters) 311.36 (feet) ADJUSTED EZ1293 ___________________________________________________________________ EZ1293 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EZ1293 GEOID HEIGHT- -31.40 (meters) GEOID99 EZ1293 DYNAMIC HT - 94.822 (meters) 311.10 (feet) COMP EZ1293 MODELED GRAV- 979,776.0 (mgal) NAVD 88 EZ1293 EZ1293 HORZ ORDER - FIRST EZ1293 VERT ORDER - SECOND CLASS II EZ1293 EZ1293.The North Carolina/South Carolina HARNS have been completed but, EZ1293.due to contractual restrictions, coordinates for these stations EZ1293.will NOT be published in the near future. In the interim, the EZ1293.published coordinates in North and South Carolina will not be EZ1293.consistent with the Continuously Operating Reference Stations EZ1293.(CORS). The HARN coordinates for these stations are available EZ1293.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ1293.Lapine(803-896-7700). EZ1293. EZ1293.In addition, the published North and South Carolina positions EZ1293.(NAD 83 (1986)) are NOT consistent with those determined in EZ1293.adjacent state readjustments. The discontinuity between stations EZ1293.located in North or South Carolina and those in adjacent states EZ1293.which have been adjusted to the HARN may be as much as 5 EZ1293.decimeters. This will result in a significant loss of accuracy EZ1293.over lines crossing such state borders. EZ1293 EZ1293 EZ1293.The horizontal coordinates were established by GPS observations EZ1293.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ1293 EZ1293.The orthometric height was determined by differential leveling EZ1293.and adjusted by the National Geodetic Survey in June 1991. EZ1293 EZ1293.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1293 EZ1293.The geoid height was determined by GEOID99. EZ1293 EZ1293.The dynamic height is computed by dividing the NAVD 88 EZ1293.geopotential number by the normal gravity value computed on the EZ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1293.degrees latitude (g = 980.6199 gals.). EZ1293 EZ1293.The modeled gravity was interpolated from observed gravity values. EZ1293 EZ1293; North East Units Scale Converg. EZ1293;SPC NC - 201,801.563 592,166.436 MT 0.99988787 -0 06 39.7 EZ1293;UTM 17 - 3,937,651.018 663,810.003 MT 0.99993068 +1 03 06.2 EZ1293 EZ1293: Primary Azimuth Mark Grid Az EZ1293:SPC NC - HOLLY 350 30 40.9 EZ1293:UTM 17 - HOLLY 349 20 55.0 EZ1293 EZ1293|---------------------------------------------------------------------| EZ1293| PID Reference Object Distance Geod. Az | EZ1293| dddmmss.s | EZ1293| EZ1414 HOLLY APPROX. 1.7 KM 3502401.2 | EZ1293|---------------------------------------------------------------------| EZ1293 EZ1293 SUPERSEDED SURVEY CONTROL EZ1293 EZ1293 NAD 83(1986)- 35 34 08.45241(N) 079 11 32.45454(W) AD( ) 2 EZ1293 NAD 27 - 35 34 07.90764(N) 079 11 33.37695(W) AD( ) 2 EZ1293 NGVD 29 - 95.13 (m) 312.1 (f) COMPUTED 2 2 EZ1293 EZ1293.Superseded values are not recommended for survey control. EZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1293.See file dsdata.txt to determine how the superseded data were derived. EZ1293 EZ1293_MARKER: DE = TRAVERSE STATION DISK EZ1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1293_STAMPING: GUARD RAIL 1974 EZ1293_MARK LOGO: NCGS EZ1293_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1293+STABILITY: SURFACE MOTION EZ1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1293+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002 EZ1293 EZ1293 HISTORY - Date Condition Report By EZ1293 HISTORY - 1974 MONUMENTED NCGS EZ1293 HISTORY - 1974 GOOD NCGS EZ1293 HISTORY - 20020115 GOOD NCGS EZ1293 EZ1293 STATION DESCRIPTION EZ1293 EZ1293'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (DB) EZ1293'GUARD RAIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1293'IN THE VICINITY OF SANFORD, NORTH CAROLINA. EZ1293' EZ1293'GUARD RAIL IS LOCATED APPROXIMATELY 6.1 MILES NORTH OF SANFORD AND EZ1293'3.7 MILES NORTHWEST OF COLON. TO REACH STATION FROM THE CENTER OF EZ1293'THE U.S. 15, U.S. 501 AND NC 87 BRIDGE OVER THE DEEP RIVER EZ1293'(CHATHAM - LEE COUNTY LINE), PROCEED SOUTH ALONG U.S. 15, U.S. 501 EZ1293'AND NC 87 FOR 0.65 MILE TO STATION ON THE LEFT AT THE NORTH END EZ1293'OF A GUARD RAIL, APPROXIMATELY 225 FEET SOUTH OF A DIRT DRIVEWAY EZ1293'LEADING EAST TO A ONE STORY WHITE FRAME HOUSE (J. E. GODFREY EZ1293'RESIDENCE), AND 0.1 MILE NORTH OF INTERSECTION WITH SR 1465. EZ1293' EZ1293'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1293'GUARD RAIL 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1293'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1293' EZ1293'MARK IS 34.2 FT E OF C/L OF HIGHWAY EZ1293' EZ1293'217.1 FT S OF S END OF METAL CULVERT UNDER GODFREY DRIVEWAY EZ1293' EZ1293'4.3 FT ESE OF CENTER OF NORTHERNMOST METAL GUARD RAIL POST EZ1293' EZ1293'61.4 FT N OF GAS PIPE LINE MARKER (YELLOW PLASTIC PROJECTING 6 EZ1293'FEET) EZ1293' EZ1293'65.0 FT W OF CENTER CREOSOTE BRACE FENCE POST WITH ALUMINUM EZ1293'REF. TAG EZ1293' EZ1293'71.1 FT NW OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ1293 EZ1293 STATION RECOVERY (1974) EZ1293 EZ1293'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1293'3.7 MI N FROM COLON. EZ1293'GUARD RAIL IS LOCATED APPROXIMATELY 6.1 MILES NORTH OF SANFORD. EZ1293'TO REACH STATION FROM THE CENTER OF THE U.S. 15, U.S. 501, AND NC EZ1293'87 BRIDGE OVER THE DEEP RIVER (CHATHAM - LEE COUNTY LINE), PROCEED EZ1293'SOUTH ALONG U.S. 15, U.S. 501, AND NC 87 FOR 0.65 MILE TO STATION EZ1293'ON THE LEFT AT THE NORTH END OF A GUARD RAIL, AND APPROXIMATELY EZ1293'225 FEET SOUTH OF A DIRT DRIVEWAY LEADING EAST TO A ONE STORY WHITE EZ1293'FRAMED HOUSE (J.E. GODFREY RESIDENCE), 0.1 MILE NORTH OF INTERSECTION EZ1293'WITH SR 1465, 34.2 FT EAST OF C/L OF U.S. 15, U.S. 501, AND NC 87 EZ1293'HIGHWAY, 217.1 FT SOUTH OF SOUTH END OF METAL CULVERT UNDER GODFREY EZ1293'DRIVEWAY, 4.3 FT ESE OF CENTER OF NORTHERNMOST METAL GUARD RAIL EZ1293'POST, 61.4 FT NORTH OF GAS PIPE LINE MARKER (YELLOW PLASTIC EZ1293'PROJECTING 6 FEET), 65.0 FT WEST OF CENTER CREOSOTE BRACE FENCE EZ1293'POST WITH ALUMINUM REF. TAG, AND 71.1 FT NW OF 10 IN PINE WITH EZ1293'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH EZ1293'WITH THE GROUND. EZ1293 EZ1293 STATION RECOVERY (2002) EZ1293 EZ1293'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WMK) EZ1293'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ3006 *********************************************************************** EZ3006 DESIGNATION - PALMER EZ3006 PID - EZ3006 EZ3006 STATE/COUNTY- NC/LEE EZ3006 USGS QUAD - GOLDSTON (1980) EZ3006 EZ3006 *CURRENT SURVEY CONTROL EZ3006 ___________________________________________________________________ EZ3006* NAD 83(1986)- 35 32 11.89909(N) 079 18 07.41339(W) ADJUSTED EZ3006* NAVD 88 - 94.39 (meters) 309.7 (feet) GPS OBS EZ3006 ___________________________________________________________________ EZ3006 LAPLACE CORR- -3.96 (seconds) DEFLEC99 EZ3006 GEOID HEIGHT- -31.19 (meters) GEOID99 EZ3006 EZ3006 HORZ ORDER - FIRST EZ3006 EZ3006.The North Carolina/South Carolina HARNS have been completed but, EZ3006.due to contractual restrictions, coordinates for these stations EZ3006.will NOT be published in the near future. In the interim, the EZ3006.published coordinates in North and South Carolina will not be EZ3006.consistent with the Continuously Operating Reference Stations EZ3006.(CORS). The HARN coordinates for these stations are available EZ3006.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3006.Lapine(803-896-7700). EZ3006. EZ3006.In addition, the published North and South Carolina positions EZ3006.(NAD 83 (1986)) are NOT consistent with those determined in EZ3006.adjacent state readjustments. The discontinuity between stations EZ3006.located in North or South Carolina and those in adjacent states EZ3006.which have been adjusted to the HARN may be as much as 5 EZ3006.decimeters. This will result in a significant loss of accuracy EZ3006.over lines crossing such state borders. EZ3006 EZ3006 EZ3006.The horizontal coordinates were established by GPS observations EZ3006.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ3006 EZ3006.The orthometric height was determined by GPS observations and a EZ3006.high-resolution geoid model using precise GPS observation and EZ3006.processing techniques. EZ3006 EZ3006.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3006 EZ3006.The geoid height was determined by GEOID99. EZ3006 EZ3006; North East Units Scale Converg. EZ3006;SPC NC - 198,234.583 582,211.211 MT 0.99988491 -0 10 27.6 EZ3006;UTM 17 - 3,933,882.782 653,928.921 MT 0.99989199 +0 59 13.5 EZ3006 EZ3006: Primary Azimuth Mark Grid Az EZ3006:SPC NC - DIXIE NCGS 1977 021 01 59.9 EZ3006:UTM 17 - DIXIE NCGS 1977 019 52 18.8 EZ3006 EZ3006|---------------------------------------------------------------------| EZ3006| PID Reference Object Distance Geod. Az | EZ3006| dddmmss.s | EZ3006| EZ3002 DIXIE NCGS 1977 APPROX. 1.2 KM 0205132.3 | EZ3006| EZ3008 REVELS NCGS 1977 193.883 METERS 19729 | EZ3006|---------------------------------------------------------------------| EZ3006 EZ3006 SUPERSEDED SURVEY CONTROL EZ3006 EZ3006 NAD 83(1986)- 35 32 11.89390(N) 079 18 07.41440(W) AD( ) 2 EZ3006 NAD 27 - 35 32 11.35795(N) 079 18 08.33610(W) AD( ) 2 EZ3006 NGVD 29 - 94.6 (m) 310. (f) VERT ANG EZ3006 EZ3006.Superseded values are not recommended for survey control. EZ3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3006.See file dsdata.txt to determine how the superseded data were derived. EZ3006 EZ3006_MARKER: DE = TRAVERSE STATION DISK EZ3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3006_STAMPING: PALMER 1977 EZ3006_MARK LOGO: NCGS EZ3006_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3006+STABILITY: SURFACE MOTION EZ3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3006+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002 EZ3006 EZ3006 HISTORY - Date Condition Report By EZ3006 HISTORY - 1977 MONUMENTED NCGS EZ3006 HISTORY - 20020114 GOOD NCGS EZ3006 EZ3006 STATION DESCRIPTION EZ3006 EZ3006'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB) EZ3006'THE STATION IS A N.C.GEODETIC SURVEY TRAVERSE STATION LOCATED EZ3006'APPROXIMATELY 1.6 MILES SOUTH-SOUTHWEST OF GULF (CHATHAM COUNTY) AND 9 EZ3006'9.1 MILES WEST-NORTHWEST OF SANFORD. EZ3006' EZ3006'TO REACH THE STATION FROM THE INTERSECTION OF SR 1007 WITH US 421 AT EZ3006'GULF,PROCEED SOUTHERLY ALONG SR 1007 FOR 1.6 MILES TO THE STATION ON EZ3006'THE LEFT,AT THE NORTH SIDE OF A GRAVELED DRIVEWAY TO O.D. PALMERS 2 EZ3006'STORY WHITE FRAME HOUSE,AND 1.85 MILES NORTH OF THE N.C.42 CROSSROAD. EZ3006' EZ3006'THE STATION MARK IS A STANDARD BRASS DISK, STAMPED---PALMER 1977---, EZ3006'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE EZ3006'GROUND. THE MARK IS 22.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF SR EZ3006'1007, 15.3 FEET NORTH-NORTHEAST OF DRIVEWAY, 6.2 FEET EAST-SOUTHEAST EZ3006'OF NORTH END OF CULVERT, 30.6 FEET NORTH-NORTHWEST OF 12 INCH CEDAR EZ3006'WITH ALUMINUM TAG, AND 58.6 FEET EAST OF TELEPHONE PEDESTAL. EZ3006 EZ3006 STATION RECOVERY (2002) EZ3006 EZ3006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WMK) EZ3006'RECOVERED IN GOOD CONDITION, ABOUT 1-FOOT LOWER THAN HIGHWAY. THE EZ3006'CEDAR TREE IN THE ORIGINAL DESCRIPTION HAS BEEN CUT DOWN. A STEEL EZ3006'SPIKE WAS SET AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ3394 *********************************************************************** EZ3394 DESIGNATION - PONTIAC EZ3394 PID - EZ3394 EZ3394 STATE/COUNTY- NC/LEE EZ3394 USGS QUAD - SANFORD (1981) EZ3394 EZ3394 *CURRENT SURVEY CONTROL EZ3394 ___________________________________________________________________ EZ3394* NAD 83(1986)- 35 28 51.52143(N) 079 13 12.54125(W) ADJUSTED EZ3394* NAVD 88 - 116.69 (meters) 382.8 (feet) GPS OBS EZ3394 ___________________________________________________________________ EZ3394 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EZ3394 GEOID HEIGHT- -31.53 (meters) GEOID99 EZ3394 EZ3394 HORZ ORDER - FIRST EZ3394 EZ3394.The North Carolina/South Carolina HARNS have been completed but, EZ3394.due to contractual restrictions, coordinates for these stations EZ3394.will NOT be published in the near future. In the interim, the EZ3394.published coordinates in North and South Carolina will not be EZ3394.consistent with the Continuously Operating Reference Stations EZ3394.(CORS). The HARN coordinates for these stations are available EZ3394.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3394.Lapine(803-896-7700). EZ3394. EZ3394.In addition, the published North and South Carolina positions EZ3394.(NAD 83 (1986)) are NOT consistent with those determined in EZ3394.adjacent state readjustments. The discontinuity between stations EZ3394.located in North or South Carolina and those in adjacent states EZ3394.which have been adjusted to the HARN may be as much as 5 EZ3394.decimeters. This will result in a significant loss of accuracy EZ3394.over lines crossing such state borders. EZ3394 EZ3394 EZ3394.The horizontal coordinates were established by GPS observations EZ3394.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ3394 EZ3394.The orthometric height was determined by GPS observations and a EZ3394.high-resolution geoid model using precise GPS observation and EZ3394.processing techniques. EZ3394 EZ3394.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3394 EZ3394.The geoid height was determined by GEOID99. EZ3394 EZ3394; North East Units Scale Converg. EZ3394;SPC NC - 192,040.263 589,624.808 MT 0.99988057 -0 07 37.4 EZ3394;UTM 17 - 3,927,839.790 661,466.674 MT 0.99992129 +1 01 59.9 EZ3394 EZ3394: Primary Azimuth Mark Grid Az EZ3394:SPC NC - PHILLIPS NCGS 1970 189 50 46.9 EZ3394:UTM 17 - PHILLIPS NCGS 1970 188 41 09.6 EZ3394 EZ3394|---------------------------------------------------------------------| EZ3394| PID Reference Object Distance Geod. Az | EZ3394| dddmmss.s | EZ3394| EZ3366 PHILLIPS NCGS 1970 APPROX. 0.7 KM 1894309.5 | EZ3394| EZ3392 ALMA 269.615 METERS 35828 | EZ3394|---------------------------------------------------------------------| EZ3394 EZ3394 SUPERSEDED SURVEY CONTROL EZ3394 EZ3394 NAD 83(1986)- 35 28 51.52047(N) 079 13 12.54081(W) AD( ) 2 EZ3394 NAD 27 - 35 28 50.96464(N) 079 13 13.46068(W) AD( ) 2 EZ3394 NGVD 29 - 117.1 (m) 384. (f) VERT ANG EZ3394 EZ3394.Superseded values are not recommended for survey control. EZ3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3394.See file dsdata.txt to determine how the superseded data were derived. EZ3394 EZ3394_MARKER: DE = TRAVERSE STATION DISK EZ3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3394_STAMPING: PONTIAC 1970 EZ3394_MARK LOGO: NCGS EZ3394_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3394+STABILITY: SURFACE MOTION EZ3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3394+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002 EZ3394 EZ3394 HISTORY - Date Condition Report By EZ3394 HISTORY - 1970 MONUMENTED NCGS EZ3394 HISTORY - 20020108 GOOD NCGS EZ3394 EZ3394 STATION DESCRIPTION EZ3394 EZ3394'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ3394'PONTIAC IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ3394'VICINITY OF SANFORD, NORTH CAROLINA. EZ3394' EZ3394'PONTIAC IS LOCATED APPROXIMATELY 3.3 MILES WNW OF SANFORD. TO REACH EZ3394'STATION PROCEED FROM THE INTERSECTION OF US 1, 15 AND 501 AND NC 42, EZ3394'GO WEST ON NC 42 FOR 1.05 MILE TO SR 1332, TURN RIGHT (N) ON SR EZ3394'1332 AND GO 0.1 MILE TO SR 1325, TURN LEFT (W) ON SR 1325 AND GO EZ3394'0.6 MILE TO STATION ON THE RIGHT, IN THE SOUTHEAST CORNER OF EZ3394'INTERSECTION OF SR 1325 AND SR 1009. EZ3394' EZ3394'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED PONTIAC EZ3394'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ3394'FLUSH WITH THE SURFACE OF THE GROUND. EZ3394' EZ3394'MARK IS-- EZ3394'21.7 FEET ESE OF C/L OF SR 1325. EZ3394'28.3 FEET SSE OF C/L OF SR 1009. EZ3394'6.8 FEET NE OF ALUMINUM REF. TAG ON STOP SIGN. EZ3394'65.5 FEET SSE OF ALUMINUM REF. TAG ON TP NO. 885. EZ3394'78.5 FEET ESE OF ALUMINUM REF. TAG ON PP NO. 95. EZ3394'29.0 FEET WSW OF FIRE HYDRANT. EZ3394 EZ3394 STATION RECOVERY (2002) EZ3394 EZ3394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) EZ3394'MARK TILTED TOWARDS EAST AND ABOUT 1-FOOT LOWER THAN INTERSECTION. SR EZ3394'1325 IS COOL SPRINGS ROAD AND SR 1009 IS CARBONTON ROAD. THE REFERENCE EZ3394'TAG ON THE STOP SIGN IS GONE. THE TWO POWER POLES IN THE ORIGINAL EZ3394'DESCRIPTION ARE GONE. FIRE HYDRANT WAS RE-LOCATED AND IS NOW 79.0 FT EZ3394'(24.1 M) WEST-SOUTHWEST AND 7.0 FT (2.1 M) WEST-NORTHWEST OF AN EZ3394'18-INCH CONCRETE PIPE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DE7079 *********************************************************************** DE7079 DESIGNATION - SUZY DE7079 PID - DE7079 DE7079 STATE/COUNTY- NC/LEE DE7079 USGS QUAD - COLON (1981) DE7079 DE7079 *CURRENT SURVEY CONTROL DE7079 ___________________________________________________________________ DE7079* NAD 83(1986)- 35 33 34.02775(N) 079 09 04.89132(W) ADJUSTED DE7079* NAVD 88 - 70.35 (meters) 230.8 (feet) GPS OBS DE7079 ___________________________________________________________________ DE7079 LAPLACE CORR- -5.34 (seconds) DEFLEC99 DE7079 GEOID HEIGHT- -31.55 (meters) GEOID99 DE7079 DE7079 HORZ ORDER - FIRST DE7079 DE7079.The North Carolina/South Carolina HARNS have been completed but, DE7079.due to contractual restrictions, coordinates for these stations DE7079.will NOT be published in the near future. In the interim, the DE7079.published coordinates in North and South Carolina will not be DE7079.consistent with the Continuously Operating Reference Stations DE7079.(CORS). The HARN coordinates for these stations are available DE7079.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE7079.Lapine(803-896-7700). DE7079. DE7079.In addition, the published North and South Carolina positions DE7079.(NAD 83 (1986)) are NOT consistent with those determined in DE7079.adjacent state readjustments. The discontinuity between stations DE7079.located in North or South Carolina and those in adjacent states DE7079.which have been adjusted to the HARN may be as much as 5 DE7079.decimeters. This will result in a significant loss of accuracy DE7079.over lines crossing such state borders. DE7079 DE7079 DE7079.The horizontal coordinates were established by GPS observations DE7079.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. DE7079 DE7079.The orthometric height was determined by GPS observations and a DE7079.high-resolution geoid model using precise GPS observation and DE7079.processing techniques. DE7079 DE7079.The Laplace correction was computed from DEFLEC99 derived deflections. DE7079 DE7079.The geoid height was determined by GEOID99. DE7079 DE7079; North East Units Scale Converg. DE7079;SPC NC - 200,734.258 595,880.220 MT 0.99988696 -0 05 14.5 DE7079;UTM 17 - 3,936,659.241 667,544.870 MT 0.99994593 +1 04 31.2 DE7079 DE7079 SUPERSEDED SURVEY CONTROL DE7079 DE7079.No superseded survey control is available for this station. DE7079 DE7079_MARKER: Z = SEE DESCRIPTION DE7079_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE7079_STAMPING: SUZY 2002 DE7079_MARK LOGO: NCGS DE7079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE7079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE7079+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE7079 DE7079 HISTORY - Date Condition Report By DE7079 HISTORY - 2002 MONUMENTED NCGS DE7079 DE7079 STATION DESCRIPTION DE7079 DE7079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) DE7079'STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF SANFORD AND 2.2 MI DE7079'(3.5 KM) NORTH OF COLON. ALONG SR 1415 (COLON RD) FOR 0.1 MI (0.2 KM) DE7079'SOUTHEAST FROM US 1, IN THE EASTERN RIGHT OF WAY, SET IN THE TOP OF A DE7079'CONCRETE RIGHT-OF-WAY MONUMENT THAT IS TILTED TOWARD THE SOUTHWEST. DE7079'MARK IS ABOUT 2-FEET HIGHER THAN SR 1415 AND PROJECTS 8 INCHES ABOVE DE7079'GROUND. LOCATED 60.5 FT (18.4 M) EAST-NORTHEAST OF THE CENTERLINE OF DE7079'SR 1415, 16.0 FT (4.9 M) NORTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE DE7079'TO HOUSE (NUMBER 3942), 54.5 FT (16.6 M) SOUTHEAST OF A STORM DRAIN, DE7079'225 FT (68.6 M) NORTH OF NCGS BENCHMARK---LEE 4---, 240 FT (73.2 M) DE7079'WEST-NORTHWEST OF A CELLULAR PHONE TOWER AND 0.7 FT (21.3 CM) EAST OF DE7079'THE SOUTHERNMOST RIGHT-OF-WAY FENCE POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ3516 *********************************************************************** EZ3516 DESIGNATION - THOMASON AZ MK EZ3516 PID - EZ3516 EZ3516 STATE/COUNTY- NC/LEE EZ3516 USGS QUAD - WHITE HILL (1974) EZ3516 EZ3516 *CURRENT SURVEY CONTROL EZ3516 ___________________________________________________________________ EZ3516* NAD 83(1986)- 35 22 56.26045(N) 079 16 41.67195(W) ADJUSTED EZ3516* NAVD 88 - 147.56 (meters) 484.1 (feet) LEVELING EZ3516 ___________________________________________________________________ EZ3516 LAPLACE CORR- -3.46 (seconds) DEFLEC99 EZ3516 GEOID HEIGHT- -31.56 (meters) GEOID99 EZ3516 EZ3516 HORZ ORDER - FIRST EZ3516 VERT ORDER - THIRD ? EZ3516 EZ3516.The North Carolina/South Carolina HARNS have been completed but, EZ3516.due to contractual restrictions, coordinates for these stations EZ3516.will NOT be published in the near future. In the interim, the EZ3516.published coordinates in North and South Carolina will not be EZ3516.consistent with the Continuously Operating Reference Stations EZ3516.(CORS). The HARN coordinates for these stations are available EZ3516.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3516.Lapine(803-896-7700). EZ3516. EZ3516.In addition, the published North and South Carolina positions EZ3516.(NAD 83 (1986)) are NOT consistent with those determined in EZ3516.adjacent state readjustments. The discontinuity between stations EZ3516.located in North or South Carolina and those in adjacent states EZ3516.which have been adjusted to the HARN may be as much as 5 EZ3516.decimeters. This will result in a significant loss of accuracy EZ3516.over lines crossing such state borders. EZ3516 EZ3516 EZ3516.The horizontal coordinates were established by GPS observations EZ3516.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ3516 EZ3516.The orthometric height was determined by differential leveling. EZ3516.The vertical network tie was performed by a horz. field party for horz. EZ3516.obs reductions. Reset procedures were used to establish the elevation. EZ3516 EZ3516.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3516 EZ3516.The geoid height was determined by GEOID99. EZ3516 EZ3516; North East Units Scale Converg. EZ3516;SPC NC - 181,106.080 584,322.888 MT 0.99987518 -0 09 38.1 EZ3516;UTM 17 - 3,916,800.227 656,386.842 MT 0.99990140 +0 59 49.7 EZ3516 EZ3516: Primary Azimuth Mark Grid Az EZ3516:SPC NC - COOPER NCGS 1972 047 45 04.2 EZ3516:UTM 17 - COOPER NCGS 1972 046 35 36.4 EZ3516 EZ3516|---------------------------------------------------------------------| EZ3516| PID Reference Object Distance Geod. Az | EZ3516| dddmmss.s | EZ3516| EZ3513 COOPER NCGS 1972 APPROX. 0.5 KM 0473526.1 | EZ3516|---------------------------------------------------------------------| EZ3516 EZ3516 SUPERSEDED SURVEY CONTROL EZ3516 EZ3516 NAD 83(1986)- 35 22 56.25602(N) 079 16 41.66995(W) AD( ) 2 EZ3516 NAD 27 - 35 22 55.69366(N) 079 16 42.57286(W) AD( ) 2 EZ3516 NGVD 29 - 147.8 (m) 485. (f) VERT ANG EZ3516 EZ3516.Superseded values are not recommended for survey control. EZ3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3516.See file dsdata.txt to determine how the superseded data were derived. EZ3516 EZ3516_MARKER: DZ = AZIMUTH MARK DISK EZ3516_SETTING: 0 = UNSPECIFIED SETTING EZ3516_STAMPING: THOMASON 1962 EZ3516_MARK LOGO: CGS EZ3516_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3516+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002 EZ3516 EZ3516 HISTORY - Date Condition Report By EZ3516 HISTORY - 1962 MONUMENTED CGS EZ3516 HISTORY - 20020314 GOOD NCGS EZ3516 EZ3516 STATION DESCRIPTION EZ3516 EZ3516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JWC) EZ3516'THOMASON AZIMUTH IS A NATIONAL GEODETIC SURVEY MONUMENT ESTABLISHED EZ3516'IN THE VICINITY OF SANFORD, NORTH CAROLINA. EZ3516' EZ3516'THOMASON AZIMUTH IS LOCATED APPROXIMATELY 8.8 MILES WSW OF SANFORD EZ3516'AND 8.0 MILES ENE OF CARTHAGE. TO REACH STATION FROM THE EZ3516'INTERSECTION OF US 15-501 AND SR 1007 (LEE-MOORE COUNTY LINE), EZ3516'PROCEED ENE ALONG US 15-501 FOR 0.05 MILE TO STATION ON EZ3516'RIGHT ON GROUNDS OF WHITE HILL PRESBYTERIAN CHURCH, 1.7 MILES WSW OF EZ3516'INTERSECTION OF SR 1182, APPROXIMATELY 90 FEET NORTH OF CHURCH AND EZ3516'APPROXIMATELY 125 FEET NORTHWEST OF ONE STORY BRICK DWELLING. EZ3516' EZ3516'STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED THOMASON EZ3516'1962, WHICH IS 2 INCHES ABOVE THE GROUND. EZ3516' EZ3516'MARK IS EZ3516'39.8 FEET SSE OF C/L OF US 15-501. EZ3516'22.7 FEET WSW OF NW CORNER OF BRICK CHURCH SIGN. EZ3516'3.2 FEET NNW OF PP NO. 9276 WITH ALUMINUM REF. TAG. EZ3516'2.0 FEET N OF WITNESS POST. EZ3516 EZ3516 STATION RECOVERY (2002) EZ3516 EZ3516'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EWB) EZ3516'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. MARK IS NOW EZ3516'FLUSH WITH THE GROUND AND ABOUT 1-FOOT ABOVE ROAD. LOCATED 3.8 FT (1.2 EZ3516'M) NORTH-NORTHWEST OF POWER POLE (7212) WITH REFERENCE TAG AND 101.2 EZ3516'FT (30.8 M) NORTH OF THE NORTHWEST CORNER OF CHURCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ1990 *********************************************************************** EZ1990 DESIGNATION - U 219 EZ1990 PID - EZ1990 EZ1990 STATE/COUNTY- NC/LEE EZ1990 USGS QUAD - SANFORD (1981) EZ1990 EZ1990 *CURRENT SURVEY CONTROL EZ1990 ___________________________________________________________________ EZ1990* NAD 83(1986)- 35 26 56.41075(N) 079 07 56.14628(W) ADJUSTED EZ1990* NAVD 88 - 132.186 (meters) 433.68 (feet) ADJUSTED EZ1990 ___________________________________________________________________ EZ1990 LAPLACE CORR- -4.49 (seconds) DEFLEC99 EZ1990 GEOID HEIGHT- -31.80 (meters) GEOID99 EZ1990 DYNAMIC HT - 132.071 (meters) 433.30 (feet) COMP EZ1990 MODELED GRAV- 979,761.9 (mgal) NAVD 88 EZ1990 EZ1990 HORZ ORDER - FIRST EZ1990 VERT ORDER - FIRST CLASS II EZ1990 EZ1990.The North Carolina/South Carolina HARNS have been completed but, EZ1990.due to contractual restrictions, coordinates for these stations EZ1990.will NOT be published in the near future. In the interim, the EZ1990.published coordinates in North and South Carolina will not be EZ1990.consistent with the Continuously Operating Reference Stations EZ1990.(CORS). The HARN coordinates for these stations are available EZ1990.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ1990.Lapine(803-896-7700). EZ1990. EZ1990.In addition, the published North and South Carolina positions EZ1990.(NAD 83 (1986)) are NOT consistent with those determined in EZ1990.adjacent state readjustments. The discontinuity between stations EZ1990.located in North or South Carolina and those in adjacent states EZ1990.which have been adjusted to the HARN may be as much as 5 EZ1990.decimeters. This will result in a significant loss of accuracy EZ1990.over lines crossing such state borders. EZ1990 EZ1990 EZ1990.The horizontal coordinates were established by GPS observations EZ1990.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ1990 EZ1990.The orthometric height was determined by differential leveling EZ1990.and adjusted by the National Geodetic Survey in June 1991. EZ1990 EZ1990.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1990 EZ1990.The geoid height was determined by GEOID99. EZ1990 EZ1990.The dynamic height is computed by dividing the NAVD 88 EZ1990.geopotential number by the normal gravity value computed on the EZ1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1990.degrees latitude (g = 980.6199 gals.). EZ1990 EZ1990.The modeled gravity was interpolated from observed gravity values. EZ1990 EZ1990; North East Units Scale Converg. EZ1990;SPC NC - 188,478.919 597,594.974 MT 0.99987850 -0 04 34.8 EZ1990;UTM 17 - 3,924,440.346 669,507.778 MT 0.99995409 +1 05 00.6 EZ1990 EZ1990 SUPERSEDED SURVEY CONTROL EZ1990 EZ1990 NGVD 29 - 132.418 (m) 434.44 (f) ADJUSTED 1 2 EZ1990 EZ1990.Superseded values are not recommended for survey control. EZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1990.See file dsdata.txt to determine how the superseded data were derived. EZ1990 EZ1990_MARKER: I = METAL ROD EZ1990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EZ1990_STAMPING: U 219 1980 EZ1990_MARK LOGO: NGS EZ1990_PROJECTION: FLUSH EZ1990_MAGNETIC: I = MARKER IS A STEEL ROD EZ1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EZ1990+STABILITY: POSITION/ELEVATION WELL EZ1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1990+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002 EZ1990_ROD/PIPE-DEPTH: 5.49 meters EZ1990 EZ1990 HISTORY - Date Condition Report By EZ1990 HISTORY - 1980 MONUMENTED NGS EZ1990 HISTORY - 1984 GOOD USPSQD EZ1990 HISTORY - 1985 GOOD USPSQD EZ1990 HISTORY - 1985 GOOD USPSQD EZ1990 HISTORY - 20020108 GOOD NCGS EZ1990 EZ1990 STATION DESCRIPTION EZ1990 EZ1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EZ1990'2.1 MI SE FROM SANFORD. EZ1990'1.1 MILES SOUTHEAST ALONG U.S. 421 AND N.C. 87 FROM INTERSECTION WITH EZ1990'N.C. 42-N.C. 78 IN SOUTHEAST SANFORD, IN SOUTHERNMOST GRASS TRAFFIC EZ1990'ISLAND AT A POINT WHERE HIGHWAY DIVIDES AND IN FRONT OF HONDA OF EZ1990'SANFORD, 31.8 FEET NORTHEAST OF CURB OF SOUTHBOUND LANES, 22.0 FEET EZ1990'SOUTHWEST OF CURB OF NORTHBOUND LANES, 52.0 FEET FROM SOUTH CURB OF EZ1990'CROSSOVER AND 3.3 FEET SOUTHWEST OF POWER POLE WITH REFERENCE TAG. EZ1990'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A EZ1990'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER. EZ1990'THE MARK IS 1.3 FT NW FROM A WITNESS POST. EZ1990'THE MARK IS 1 FT ABOVE HIGHWAY. EZ1990 EZ1990 STATION RECOVERY (1984) EZ1990 EZ1990'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ1990'MARK AT INTERSECTION OF US 421 AND NC HWY 87 SOUTH OF SANFORD. EZ1990'WITNESS POST DAMAGED AND LEANING. EZ1990 EZ1990 STATION RECOVERY (1985) EZ1990 EZ1990'RECOVERY NOTE BY US POWER SQUADRON 1985 EZ1990'RECOVERED IN GOOD CONDITION. EZ1990 EZ1990 STATION RECOVERY (1985) EZ1990 EZ1990'RECOVERY NOTE BY US POWER SQUADRON 1985 EZ1990'RECOVERED IN GOOD CONDITION. EZ1990 EZ1990 STATION RECOVERY (2002) EZ1990 EZ1990'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) EZ1990'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. THE WITNESS POST IS EZ1990'GONE, 3.8 FT (1.2 M) SOUTHEAST OF POWER POLE (08-0237) WITH SIGNAL EZ1990'BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ2070 *********************************************************************** EZ2070 DESIGNATION - X 218 EZ2070 PID - EZ2070 EZ2070 STATE/COUNTY- NC/LEE EZ2070 USGS QUAD - SANFORD (1981) EZ2070 EZ2070 *CURRENT SURVEY CONTROL EZ2070 ___________________________________________________________________ EZ2070* NAD 83(1986)- 35 25 01.64610(N) 079 13 44.21638(W) ADJUSTED EZ2070* NAVD 88 - 140.585 (meters) 461.24 (feet) ADJUSTED EZ2070 ___________________________________________________________________ EZ2070 LAPLACE CORR- -3.50 (seconds) DEFLEC99 EZ2070 GEOID HEIGHT- -31.62 (meters) GEOID99 EZ2070 DYNAMIC HT - 140.461 (meters) 460.83 (feet) COMP EZ2070 MODELED GRAV- 979,748.2 (mgal) NAVD 88 EZ2070 EZ2070 HORZ ORDER - FIRST EZ2070 VERT ORDER - FIRST CLASS II EZ2070 EZ2070.The North Carolina/South Carolina HARNS have been completed but, EZ2070.due to contractual restrictions, coordinates for these stations EZ2070.will NOT be published in the near future. In the interim, the EZ2070.published coordinates in North and South Carolina will not be EZ2070.consistent with the Continuously Operating Reference Stations EZ2070.(CORS). The HARN coordinates for these stations are available EZ2070.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ2070.Lapine(803-896-7700). EZ2070. EZ2070.In addition, the published North and South Carolina positions EZ2070.(NAD 83 (1986)) are NOT consistent with those determined in EZ2070.adjacent state readjustments. The discontinuity between stations EZ2070.located in North or South Carolina and those in adjacent states EZ2070.which have been adjusted to the HARN may be as much as 5 EZ2070.decimeters. This will result in a significant loss of accuracy EZ2070.over lines crossing such state borders. EZ2070 EZ2070 EZ2070.The horizontal coordinates were established by GPS observations EZ2070.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ2070 EZ2070.The orthometric height was determined by differential leveling EZ2070.and adjusted by the National Geodetic Survey in June 1991. EZ2070 EZ2070.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2070 EZ2070.The geoid height was determined by GEOID99. EZ2070 EZ2070.The dynamic height is computed by dividing the NAVD 88 EZ2070.geopotential number by the normal gravity value computed on the EZ2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2070.degrees latitude (g = 980.6199 gals.). EZ2070 EZ2070.The modeled gravity was interpolated from observed gravity values. EZ2070 EZ2070; North East Units Scale Converg. EZ2070;SPC NC - 184,958.394 588,810.084 MT 0.99987674 -0 07 55.7 EZ2070;UTM 17 - 3,920,742.590 660,795.402 MT 0.99991863 +1 01 35.7 EZ2070 EZ2070 SUPERSEDED SURVEY CONTROL EZ2070 EZ2070 NGVD 29 - 140.820 (m) 462.01 (f) ADJUSTED 1 2 EZ2070 EZ2070.Superseded values are not recommended for survey control. EZ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2070.See file dsdata.txt to determine how the superseded data were derived. EZ2070 EZ2070_MARKER: I = METAL ROD EZ2070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EZ2070_STAMPING: X 218 1980 EZ2070_MARK LOGO: NGS EZ2070_PROJECTION: FLUSH EZ2070_MAGNETIC: I = MARKER IS A STEEL ROD EZ2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2070+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002 EZ2070_ROD/PIPE-DEPTH: 3.35 meters EZ2070 EZ2070 HISTORY - Date Condition Report By EZ2070 HISTORY - 1980 MONUMENTED NGS EZ2070 HISTORY - 1985 GOOD USPSQD EZ2070 HISTORY - 20020108 GOOD NCGS EZ2070 EZ2070 STATION DESCRIPTION EZ2070 EZ2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EZ2070'5.2 MI SW FROM SANFORD. EZ2070'1.5 MILES SOUTH ALONG U.S. 1-15-501 FROM INTERSECTION WITH N.C. 78 EZ2070'SOUTHWEST OF SANFORD, AT INTERSECTION WITH SR 1302, BY A POWER POLE EZ2070'AT THE SOUTH END OF A TRIANGLE FORMED BY THE TWO ROADS, 46.7 FEET EZ2070'NORTHWEST OF CENTERLINE OF SOUTHBOUND LANES, 36.8 FEET EAST OF EZ2070'CENTERLINE OF ROAD AND 51.2 FEET NORTH OF EAST END OF CULVERT UNDER EZ2070'ROAD. THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW EZ2070'A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER. EZ2070'THE MARK IS 1.4 FT SE FROM WITNESS SIGN ON POLE EZ2070'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2070 EZ2070 STATION RECOVERY (1985) EZ2070 EZ2070'RECOVERY NOTE BY US POWER SQUADRON 1985 EZ2070'WITNESS POST NAILED TO POWER POLE EZ2070 EZ2070 STATION RECOVERY (2002) EZ2070 EZ2070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WMK) EZ2070'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. SR 1302 IS EZ2070'ARTHUR MADDOX ROAD, 3.2 FT (1.0 M) SOUTHEAST OF POWER POLE (5138AC) EZ2070'WITH REFERENCE TAG AND ABOUT 1-FOOT HIGHER THAN HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ2074 *********************************************************************** EZ2074 DESIGNATION - Y 218 EZ2074 PID - EZ2074 EZ2074 STATE/COUNTY- NC/LEE EZ2074 USGS QUAD - SANFORD (1981) EZ2074 EZ2074 *CURRENT SURVEY CONTROL EZ2074 ___________________________________________________________________ EZ2074* NAD 83(1986)- 35 23 38.52082(N) 079 13 09.20026(W) ADJUSTED EZ2074* NAVD 88 - 147.208 (meters) 482.96 (feet) ADJUSTED EZ2074 ___________________________________________________________________ EZ2074 LAPLACE CORR- -4.24 (seconds) DEFLEC99 EZ2074 GEOID HEIGHT- -31.68 (meters) GEOID99 EZ2074 DYNAMIC HT - 147.078 (meters) 482.54 (feet) COMP EZ2074 MODELED GRAV- 979,749.6 (mgal) NAVD 88 EZ2074 OBS GRAVITY - 979,751.6 (mgal) GRAV_OBS EZ2074 EZ2074 HORZ ORDER - FIRST EZ2074 VERT ORDER - FIRST CLASS II EZ2074 EZ2074.The North Carolina/South Carolina HARNS have been completed but, EZ2074.due to contractual restrictions, coordinates for these stations EZ2074.will NOT be published in the near future. In the interim, the EZ2074.published coordinates in North and South Carolina will not be EZ2074.consistent with the Continuously Operating Reference Stations EZ2074.(CORS). The HARN coordinates for these stations are available EZ2074.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ2074.Lapine(803-896-7700). EZ2074. EZ2074.In addition, the published North and South Carolina positions EZ2074.(NAD 83 (1986)) are NOT consistent with those determined in EZ2074.adjacent state readjustments. The discontinuity between stations EZ2074.located in North or South Carolina and those in adjacent states EZ2074.which have been adjusted to the HARN may be as much as 5 EZ2074.decimeters. This will result in a significant loss of accuracy EZ2074.over lines crossing such state borders. EZ2074 EZ2074 EZ2074.The horizontal coordinates were established by GPS observations EZ2074.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2002. EZ2074 EZ2074.The orthometric height was determined by differential leveling EZ2074.and adjusted by the National Geodetic Survey in June 1991. EZ2074 EZ2074.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2074 EZ2074.The geoid height was determined by GEOID99. EZ2074 EZ2074.The dynamic height is computed by dividing the NAVD 88 EZ2074.geopotential number by the normal gravity value computed on the EZ2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2074.degrees latitude (g = 980.6199 gals.). EZ2074 EZ2074.The modeled gravity was interpolated from observed gravity values. EZ2074.The observed gravity was obtained from relative gravimeter ties EZ2074.to the IGSN71 gravity network. EZ2074 EZ2074; North East Units Scale Converg. EZ2074;SPC NC - 182,394.894 589,687.719 MT 0.99987566 -0 07 35.5 EZ2074;UTM 17 - 3,918,197.245 661,724.726 MT 0.99992233 +1 01 53.9 EZ2074 EZ2074 SUPERSEDED SURVEY CONTROL EZ2074 EZ2074 NGVD 29 - 147.444 (m) 483.74 (f) ADJUSTED 1 2 EZ2074 EZ2074.Superseded values are not recommended for survey control. EZ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2074.See file dsdata.txt to determine how the superseded data were derived. EZ2074 EZ2074_MARKER: I = METAL ROD EZ2074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EZ2074_STAMPING: Y 218 1980 EZ2074_MARK LOGO: NGS EZ2074_PROJECTION: FLUSH EZ2074_MAGNETIC: I = MARKER IS A STEEL ROD EZ2074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EZ2074+STABILITY: POSITION/ELEVATION WELL EZ2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2074+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002 EZ2074_ROD/PIPE-DEPTH: 15.5 meters EZ2074 EZ2074 HISTORY - Date Condition Report By EZ2074 HISTORY - 1980 MONUMENTED NGS EZ2074 HISTORY - 20020108 GOOD NCGS EZ2074 EZ2074 STATION DESCRIPTION EZ2074 EZ2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EZ2074'1.4 MI WEST FROM LEMON SPRINGS. EZ2074'1.0 MILE SOUTHEAST ALONG SR 1179 FROM INTERSECTION WITH U.S. 1-15-501 EZ2074'SOUTHWEST OF SANFORD, AT POWER POLE 1801, 0.1 MILE SOUTH OF ENTRANCE EZ2074'TO LEE PAVING ASPHALT PLANT AND 0.6 MILE NORTHWEST OF INTERSECTION EZ2074'WITH SR 1180, 36.4 FEET EAST OF CENTERLINE OF ROAD, 67.0 FEET SOUTH EZ2074'OF DRIVE WITH IRON GATE, 1.6 FEET EAST OF POWER POLE WITH REFERENCE EZ2074'TAG, 49.8 FEET SOUTH OF SOUTH GATE POST AND 90.4 FEET NORTHEAST OF EZ2074'TELEPHONE PEDESTAL ACROSS ROAD. THE DATUM POINT IS A STEEL KNOB ON EZ2074'TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY EZ2074'LOGO FLANGE WITH ACCESS COVER. EZ2074'THE MARK IS 0.9 FT W FROM A WITNESS POST. EZ2074'THE MARK IS 1 FT ABOVE ROAD. EZ2074 EZ2074 STATION RECOVERY (2002) EZ2074 EZ2074'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL) EZ2074'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. THE POWER POLE EZ2074'NUMBER IS NOW 5295 AC, AND IS 2.8 FT (0.9 M) EAST-SOUTHEAST. 59.0 FT EZ2074'(18.0 M) SOUTH OF THE CENTER OF TOBACCO RD2, THE IRON GATE HAS BEEN EZ2074'REMOVED, MARK IS ABOUT LEVEL WITH SR 1179 (ROCKY FORK CHURCH RD).