1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ0705 *********************************************************************** EZ0705 DESIGNATION - 2 EZ0705 PID - EZ0705 EZ0705 STATE/COUNTY- NC/WAKE EZ0705 USGS QUAD - RALEIGH WEST (1988) EZ0705 EZ0705 *CURRENT SURVEY CONTROL EZ0705 ___________________________________________________________________ EZ0705* NAD 83(1986)- 35 46 57. (N) 078 40 10. (W) SCALED EZ0705* NAVD 88 - 111.462 (meters) 365.69 (feet) ADJUSTED EZ0705 ___________________________________________________________________ EZ0705 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ0705 DYNAMIC HT - 111.366 (meters) 365.37 (feet) COMP EZ0705 MODELED GRAV- 979,771.2 (mgal) NAVD 88 EZ0705 EZ0705 VERT ORDER - FIRST CLASS I EZ0705 EZ0705.The horizontal coordinates were scaled from a topographic map and have EZ0705.an estimated accuracy of +/- 6 seconds. EZ0705 EZ0705.The orthometric height was determined by differential leveling EZ0705.and adjusted by the National Geodetic Survey in June 1991. EZ0705 EZ0705.The geoid height was determined by GEOID03. EZ0705 EZ0705.The dynamic height is computed by dividing the NAVD 88 EZ0705.geopotential number by the normal gravity value computed on the EZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0705.degrees latitude (g = 980.6199 gals.). EZ0705 EZ0705.The modeled gravity was interpolated from observed gravity values. EZ0705 EZ0705; North East Units Estimated Accuracy EZ0705;SPC NC - 225,520. 639,480. MT (+/- 180 meters Scaled) EZ0705 EZ0705 SUPERSEDED SURVEY CONTROL EZ0705 EZ0705 NGVD 29 (??/??/92) 111.729 (m) 366.56 (f) ADJ UNCH 1 1 EZ0705 EZ0705.Superseded values are not recommended for survey control. EZ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0705.See file dsdata.txt to determine how the superseded data were derived. EZ0705 EZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV106623(NAD 83) EZ0705_MARKER: DB = BENCH MARK DISK EZ0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ0705_SP_SET: WALL EZ0705_STAMPING: NO 2 1935 EZ0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ0705 EZ0705 HISTORY - Date Condition Report By EZ0705 HISTORY - 1935 MONUMENTED CGS EZ0705 HISTORY - 1967 GOOD NGS EZ0705 HISTORY - 20050706 MARK NOT FOUND GEOCAC EZ0705 EZ0705 STATION DESCRIPTION EZ0705 EZ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 EZ0705'1.5 MI NW FROM RALEIGH. EZ0705'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0705'RAILROAD FROM THE STATION AT RALEIGH, THENCE 0.15 MILE WEST ALONG EZ0705'PATE DRIVE TO THE SOUTH GATE OF RIDDICK FIELD STADIUM AT THE EZ0705'NORTH CAROLINA STATE UNIVERSITY, THENCE 110 YARDS NORTH ACROSS EZ0705'THE FIELD TO THE NORTHEAST CORNER OF THE WEST CONCRETE GRANDSTANDS, EZ0705'SET VERTICALLY IN THE EAST FACE OF THE CONCRETE WALL OF THE EZ0705'GRANDSTANDS, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND. EZ0705 EZ0705 STATION RECOVERY (2005) EZ0705 EZ0705'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0705'VISITED SITE AT INTERSECTION OF MORRILL DRIVE AND CATES DRIVE. THE EZ0705'WESTERN CONCRETE GRANDSTAND HAS BEEN REMOVED. (RIDDICK FIELD STADIUM EZ0705'HAS BEEN RENAMED THE PAUL DERR MEMORIAL TRACK.) 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ0711 *********************************************************************** EZ0711 DESIGNATION - 3 EZ0711 PID - EZ0711 EZ0711 STATE/COUNTY- NC/WAKE EZ0711 USGS QUAD - RALEIGH WEST (1988) EZ0711 EZ0711 *CURRENT SURVEY CONTROL EZ0711 ___________________________________________________________________ EZ0711* NAD 83(1986)- 35 47 00. (N) 078 39 55. (W) SCALED EZ0711* NAVD 88 - 120.119 (meters) 394.09 (feet) ADJUSTED EZ0711 ___________________________________________________________________ EZ0711 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ0711 DYNAMIC HT - 120.016 (meters) 393.75 (feet) COMP EZ0711 MODELED GRAV- 979,771.7 (mgal) NAVD 88 EZ0711 EZ0711 VERT ORDER - FIRST CLASS I EZ0711 EZ0711.The horizontal coordinates were scaled from a topographic map and have EZ0711.an estimated accuracy of +/- 6 seconds. EZ0711 EZ0711.The orthometric height was determined by differential leveling EZ0711.and adjusted by the National Geodetic Survey in June 1991. EZ0711 EZ0711.The geoid height was determined by GEOID03. EZ0711 EZ0711.The dynamic height is computed by dividing the NAVD 88 EZ0711.geopotential number by the normal gravity value computed on the EZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0711.degrees latitude (g = 980.6199 gals.). EZ0711 EZ0711.The modeled gravity was interpolated from observed gravity values. EZ0711 EZ0711; North East Units Estimated Accuracy EZ0711;SPC NC - 225,610. 639,860. MT (+/- 180 meters Scaled) EZ0711 EZ0711 SUPERSEDED SURVEY CONTROL EZ0711 EZ0711 NGVD 29 (??/??/92) 120.390 (m) 394.98 (f) ADJ UNCH 1 1 EZ0711 EZ0711.Superseded values are not recommended for survey control. EZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0711.See file dsdata.txt to determine how the superseded data were derived. EZ0711 EZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV110624(NAD 83) EZ0711_MARKER: DB = BENCH MARK DISK EZ0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ0711_SP_SET: UNDERPASS EZ0711_STAMPING: NO 3 1933 EZ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ0711 EZ0711 HISTORY - Date Condition Report By EZ0711 HISTORY - 1933 MONUMENTED CGS EZ0711 HISTORY - 1967 GOOD NGS EZ0711 HISTORY - 20050706 MARK NOT FOUND GEOCAC EZ0711 EZ0711 STATION DESCRIPTION EZ0711 EZ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 EZ0711'1.4 MI NW FROM RALEIGH. EZ0711'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0711'RAILROAD FROM THE STATION AT RALEIGH, AT THE RAILROAD UNDERPASS EZ0711'FOR PULLEN ROAD, 0.25 MILE WEST OF MILEPOST 80, 14 FEET WEST EZ0711'OF THE CENTERLINE OF PULLEN ROAD, SET VERTICALLY IN THE EAST EZ0711'FACE OF THE CONCRETE FOUNDATION FOR THE BRICK PILLAR WHICH EZ0711'IS LOCATED AT THE NORTH END OF THE WEST GUARD RAIL ON THE EZ0711'UNDERPASS, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF WELCH EZ0711'HALL WHICH IS ON THE NORTH CAROLINA STATE UNIVERSITY CAMPUS, AND EZ0711'ABOUT 3 INCHES ABOVE THE LEVEL OF A SIDEWALK. EZ0711 EZ0711 STATION RECOVERY (2005) EZ0711 EZ0711'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0711'THE BRIDGE WAS REPLACED IN 1971, AND STATION WAS RESET. REFER TO EZ0711'EZ1838 FOR NEW DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ1838 *********************************************************************** EZ1838 DESIGNATION - 3 RESET EZ1838 PID - EZ1838 EZ1838 STATE/COUNTY- NC/WAKE EZ1838 USGS QUAD - RALEIGH WEST (1988) EZ1838 EZ1838 *CURRENT SURVEY CONTROL EZ1838 ___________________________________________________________________ EZ1838* NAD 83(1986)- 35 47 00. (N) 078 39 54. (W) SCALED EZ1838* NAVD 88 - 120.556 (meters) 395.52 (feet) ADJUSTED EZ1838 ___________________________________________________________________ EZ1838 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ1838 DYNAMIC HT - 120.453 (meters) 395.19 (feet) COMP EZ1838 MODELED GRAV- 979,771.7 (mgal) NAVD 88 EZ1838 EZ1838 VERT ORDER - FIRST CLASS II EZ1838 EZ1838.The horizontal coordinates were scaled from a topographic map and have EZ1838.an estimated accuracy of +/- 6 seconds. EZ1838 EZ1838.The orthometric height was determined by differential leveling EZ1838.and adjusted by the National Geodetic Survey in June 1991. EZ1838 EZ1838.The geoid height was determined by GEOID03. EZ1838 EZ1838.The dynamic height is computed by dividing the NAVD 88 EZ1838.geopotential number by the normal gravity value computed on the EZ1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1838.degrees latitude (g = 980.6199 gals.). EZ1838 EZ1838.The modeled gravity was interpolated from observed gravity values. EZ1838 EZ1838; North East Units Estimated Accuracy EZ1838;SPC NC - 225,610. 639,890. MT (+/- 180 meters Scaled) EZ1838 EZ1838 SUPERSEDED SURVEY CONTROL EZ1838 EZ1838.No superseded survey control is available for this station. EZ1838 EZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV110624(NAD 83) EZ1838_MARKER: DB = BENCH MARK DISK EZ1838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ1838_SP_SET: IN SIDEWALK EZ1838_STAMPING: NO 3 RESET 1977 EZ1838_MARK LOGO: NGS EZ1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1838+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005 EZ1838 EZ1838 HISTORY - Date Condition Report By EZ1838 HISTORY - 1977 MONUMENTED NGS EZ1838 HISTORY - 1980 GOOD NCGS EZ1838 HISTORY - 20050706 GOOD GEOCAC EZ1838 EZ1838 STATION DESCRIPTION EZ1838 EZ1838'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1838'IN RALEIGH. EZ1838'0.2 MILE SOUTH ALONG PULLEN ROAD FROM THE BELL TOWER ON NORTH EZ1838'CAROLINA STATE UNIVERSITY CAMPUS, SET IN THE SIDEWALK AT THE EZ1838'NORTHWEST CORNER OF THE OVERPASS OF SOUTHERN RAILROAD AT WELCH EZ1838'HALL, 7.3 FEET WEST OF WEST CURB OF ROAD, 2.5 FEET NORTH OF EZ1838'NORTH END OF BRIDGE RAIL, 3.0 FEET SOUTH OF NORTH END OF CONCRETE EZ1838'RAIL AND 2.4 FEET EAST OF FENCE CORNER. EZ1838'THE MARK IS 0.5 FT ABOVE ROAD. EZ1838 EZ1838 STATION RECOVERY (2005) EZ1838 EZ1838'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1838'AS DESCRIBED. CONDITION GOOD. EZ1838'HANDHELD GPS READING N35 46 59.74, W78 39 54.40. EZ1838' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5120 *********************************************************************** EZ5120 DESIGNATION - DAN ALLEN EZ5120 PID - EZ5120 EZ5120 STATE/COUNTY- NC/WAKE EZ5120 USGS QUAD - RALEIGH WEST (1988) EZ5120 EZ5120 *CURRENT SURVEY CONTROL EZ5120 ___________________________________________________________________ EZ5120* NAD 83(1986)- 35 47 20.49575(N) 078 40 27.61302(W) ADJUSTED EZ5120* NAVD 88 - 127.14 (+/-2cm) 417.1 (feet) VERTCON EZ5120 ___________________________________________________________________ EZ5120 LAPLACE CORR- -7.05 (seconds) DEFLEC99 EZ5120 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ5120 EZ5120 HORZ ORDER - SECOND EZ5120 VERT ORDER - THIRD ? (See Below) EZ5120 EZ5120.The North Carolina/South Carolina HARNS have been completed but, EZ5120.due to contractual restrictions, coordinates for these stations EZ5120.will NOT be published in the near future. In the interim, the EZ5120.published coordinates in North and South Carolina will not be EZ5120.consistent with the Continuously Operating Reference Stations EZ5120.(CORS). The HARN coordinates for these stations are available EZ5120.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5120.Lapine(803-896-7700). EZ5120. EZ5120.In addition, the published North and South Carolina positions EZ5120.(NAD 83 (1986)) are NOT consistent with those determined in EZ5120.adjacent state readjustments. The discontinuity between stations EZ5120.located in North or South Carolina and those in adjacent states EZ5120.which have been adjusted to the HARN may be as much as 5 EZ5120.decimeters. This will result in a significant loss of accuracy EZ5120.over lines crossing such state borders. EZ5120 EZ5120 EZ5120.The horizontal coordinates were established by classical geodetic methods EZ5120.and adjusted by the National Geodetic Survey in July 1986. EZ5120 EZ5120.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5120.The vertical order pertains to the NGVD 29 superseded value. EZ5120 EZ5120.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5120 EZ5120.The geoid height was determined by GEOID03. EZ5120 EZ5120; North East Units Scale Factor Converg. EZ5120;SPC NC - 226,241.514 639,039.698 MT 0.99991646 +0 11 16.7 EZ5120;SPC NC - 742,260.70 2,096,582.74 sFT 0.99991646 +0 11 16.7 EZ5120;UTM 17 - 3,963,044.216 710,181.742 MT 1.00014439 +1 21 38.0 EZ5120 EZ5120! - Elev Factor x Scale Factor = Combined Factor EZ5120!SPC NC - 0.99998518 x 0.99991646 = 0.99990164 EZ5120!UTM 17 - 0.99998518 x 1.00014439 = 1.00012957 EZ5120 EZ5120: Primary Azimuth Mark Grid Az EZ5120:SPC NC - MIGNON 102 53 12.3 EZ5120:UTM 17 - MIGNON 101 42 51.0 EZ5120 EZ5120|---------------------------------------------------------------------| EZ5120| PID Reference Object Distance Geod. Az | EZ5120| dddmmss.s | EZ5120| EZ5135 MIGNON APPROX. 0.6 KM 1030429.0 | EZ5120| EZ5114 BERRY TILE 443.258 METERS 2874446.7 | EZ5120|---------------------------------------------------------------------| EZ5120 EZ5120 SUPERSEDED SURVEY CONTROL EZ5120 EZ5120 NAD 27 - 35 47 19.95393(N) 078 40 28.59935(W) AD( ) 2 EZ5120 NGVD 29 (07/19/86) 127.41 (m) 418.0 (f) LEVELING 3 EZ5120 EZ5120.Superseded values are not recommended for survey control. EZ5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5120.See file dsdata.txt to determine how the superseded data were derived. EZ5120 EZ5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1018263044(NAD 83) EZ5120_MARKER: DE = TRAVERSE STATION DISK EZ5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5120_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5120_STAMPING: DAN ALLEN 1967 EZ5120_MARK LOGO: NCGS EZ5120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5120+STABILITY: SURFACE MOTION EZ5120 EZ5120 HISTORY - Date Condition Report By EZ5120 HISTORY - 1967 MONUMENTED NCGS EZ5120 HISTORY - 1974 MARK NOT FOUND LOCENG EZ5120 HISTORY - 1984 GOOD USPSQD EZ5120 HISTORY - 1985 GOOD USPSQD EZ5120 HISTORY - 1988 GOOD USPSQD EZ5120 HISTORY - 20050706 GOOD GEOCAC EZ5120 EZ5120 STATION DESCRIPTION EZ5120 EZ5120'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5120'DAN ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5120'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5120' EZ5120'DAN ALLEN IS LOCATED APPROXIMATELY 2.2 MILES WEST OF RALEIGH EZ5120'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5120'WEST ON HILLSBOROUGH ST. FOR 2.2 MILES TO STATION ON SOUTH SIDE EZ5120'OF STREET AT T INTERSECTION OF DAN ALLEN DR. AND HILLSBOROUGH EZ5120'STS. STATION IS IN THE SOUTHEAST QUADRANT OF THE EZ5120'INTERSECTION. APPROXIMATELY 125 FT SOUTH OF ROYS DRIVE IN EZ5120'CLEANERS. APPROXIMATELY 75 FT NORTHWEST OF NORTHWEST CORNER EZ5120'OF STATE COLLEGE TEXTILE BUILDING. EZ5120' EZ5120'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5120'DAN ALLEN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5120'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5120' EZ5120'MARK IS EZ5120' EZ5120'25.5 FT NE OF STOP SIGN WITH ALUMINUM REF. TAG EZ5120' EZ5120'21.3 FT N OF 16 INCH PECAN TREE WITH ALUMINUM REF. TAG EZ5120' EZ5120'55.6 FT WNW OF PP WITH ALUMINUM REF. TAG EZ5120' EZ5120'40.0 FT SW OF C/L OF HILLSBOROUGH ST. EZ5120' EZ5120'33.0 FT ESE OF C/L OF DAN ALLEN DR. EZ5120' EZ5120'1.0 FT SW OF S EDGE OF SIDEWALK ON S. SIDE OF HILLSBOROUGH ST. EZ5120 EZ5120 STATION RECOVERY (1974) EZ5120 EZ5120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB) EZ5120'DAN ALLEN 1967 DISTURBED-PROBABLY LOST. EZ5120 EZ5120 STATION RECOVERY (1984) EZ5120 EZ5120'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5120'DAN ALLEN 1967 RECOVERED GOOD. EZ5120' EZ5120'FOUND IN GOOD CONDITION. THE FOLLOWING SHOULD BE CHANGED IN EZ5120'THE DESCRIPTION--ROYS DRIVE IN CLEANERS IS NOW A SMALL BUILDING EZ5120'WITH BUSINESS OFFICES. THE TOP OF MARKER IS FLUSH WITH SURFACE OF EZ5120'A BRICK SIDEWALK. NONE OF THE ALUMINUM REF. TAGS WERE IN PLACE. EZ5120'THE 3RD AND 6TH REFERENCE POINTS ARE NO LONGER VALID. ADD EZ5120'THE FOLLOWING REFERENCE POINTS--7.8 FEET S OF FACE OF S CURB EZ5120'OF HILLSBOROUGH ST. EZ5120' EZ5120'9.2 FEET W OF CENTER OF TELEPHONE CO. MANHOLE COVER. EZ5120 EZ5120 STATION RECOVERY (1985) EZ5120 EZ5120'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5120'RECOVERED IN GOOD CONDITION. EZ5120 EZ5120 STATION RECOVERY (1988) EZ5120 EZ5120'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5120'RECOVERED IN GOOD CONDITION. EZ5120 EZ5120 STATION RECOVERY (2005) EZ5120 EZ5120'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5120'RECOVERED IN GOOD CONDITION. CONCRETE MONUMENT AND MARK ARE FLUSH IN A EZ5120'BRICK SIDEWALK, 4.8 FEET NORTH OF THE NORTH EDGE OF A LOW BRICK WALL, EZ5120'AND 8.2 (NOT 9.2) FEET WEST OF A TELEPHONE MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DG4267 *********************************************************************** DG4267 HT_MOD - This is a Height Modernization Survey Station. DG4267 DESIGNATION - DIXIE FOREST DG4267 PID - DG4267 DG4267 STATE/COUNTY- NC/WAKE DG4267 USGS QUAD - RALEIGH EAST (1993) DG4267 DG4267 *CURRENT SURVEY CONTROL DG4267 ___________________________________________________________________ DG4267* NAD 83(1986)- 35 51 49.03694(N) 078 36 08.22124(W) ADJUSTED DG4267* NAVD 88 - 108.23 (meters) 355.1 (feet) GPS OBS DG4267 ___________________________________________________________________ DG4267 LAPLACE CORR- -7.52 (seconds) DEFLEC99 DG4267 GEOID HEIGHT- -32.86 (meters) GEOID03 DG4267 DG4267 HORZ ORDER - FIRST DG4267 DG4267.The North Carolina/South Carolina HARNS have been completed but, DG4267.due to contractual restrictions, coordinates for these stations DG4267.will NOT be published in the near future. In the interim, the DG4267.published coordinates in North and South Carolina will not be DG4267.consistent with the Continuously Operating Reference Stations DG4267.(CORS). The HARN coordinates for these stations are available DG4267.upon request. Contact Gary Thompson(919-733-3836), or Lewis DG4267.Lapine(803-896-7700). DG4267. DG4267.In addition, the published North and South Carolina positions DG4267.(NAD 83 (1986)) are NOT consistent with those determined in DG4267.adjacent state readjustments. The discontinuity between stations DG4267.located in North or South Carolina and those in adjacent states DG4267.which have been adjusted to the HARN may be as much as 5 DG4267.decimeters. This will result in a significant loss of accuracy DG4267.over lines crossing such state borders. DG4267 DG4267 DG4267.The horizontal coordinates were established by GPS observations DG4267.and adjusted by the DEWBERRY DAVIS in February 2004. DG4267 DG4267.The orthometric height was determined by GPS observations and a DG4267.high-resolution geoid model using precise GPS observation and DG4267.processing techniques. DG4267 DG4267.Photographs are available for this station. DG4267 DG4267.The Laplace correction was computed from DEFLEC99 derived deflections. DG4267 DG4267.The geoid height was determined by GEOID03. DG4267 DG4267; North East Units Scale Factor Converg. DG4267;SPC NC - 234,541.262 645,519.802 MT 0.99992950 +0 13 46.4 DG4267;SPC NC - 769,490.79 2,117,842.88 sFT 0.99992950 +0 13 46.4 DG4267;UTM 17 - 3,971,477.014 716,491.915 MT 1.00017756 +1 24 19.0 DG4267 DG4267! - Elev Factor x Scale Factor = Combined Factor DG4267!SPC NC - 0.99998817 x 0.99992950 = 0.99991767 DG4267!UTM 17 - 0.99998817 x 1.00017756 = 1.00016573 DG4267 DG4267 SUPERSEDED SURVEY CONTROL DG4267 DG4267.No superseded survey control is available for this station. DG4267 DG4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1649271477(NAD 83) DG4267_MARKER: DH = HORIZONTAL CONTROL DISK DG4267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG4267_STAMPING: DIXIE FOREST 2003 DG4267_MARK LOGO: NGS DG4267_PROJECTION: FLUSH DG4267_MAGNETIC: N = NO MAGNETIC MATERIAL DG4267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG4267+STABILITY: SURFACE MOTION DG4267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG4267+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003 DG4267 DG4267 HISTORY - Date Condition Report By DG4267 HISTORY - 20030616 MONUMENTED DEWDAV DG4267 HISTORY - 20050706 MARK NOT FOUND GEOCAC DG4267 DG4267 STATION DESCRIPTION DG4267 DG4267'DESCRIBED BY DEWBERRY DAVIS 2003 (RB) DG4267'THE STATION IS LOCATED APPROXIMATELY 10 KM (6.2 MILES) NORTH OF DG4267'DOWNTOWN RALEIGH, NEAR DG4267'THE INTERSECTION OF SPRING FOREST ROAD AND DIXIE FOREST ROAD ON DG4267'PROPERTY OF MILLBROOK DG4267'HIGH SCHOOL. DG4267'TO REACH THE STATION FROM THE INTERSECTION OF I-440 AND U.S. HIGHWAY 1 DG4267'IN NORTHEAST DG4267'RALEIGH, GO NORTH ON U.S. 1 FOR 5.6 KM (3.5 MILES) TO SPRING FOREST DG4267'ROAD. TURN LEFT HEADING DG4267'NORTHWEST ALONG SPRING FOREST ROAD FOR 2.3 KM (1.4 MILES) TO DG4267'INTERSECTION WITH DIXIE DG4267'FOREST ROAD. TURN RIGHT ON DIXIE FOREST ROAD AND GO EASTERLY DG4267'APPROXIMATELY 100 METERS DG4267'(328 FEET) TO STATION LOCATED IN LARGE GRASS TRAFFIC ISLAND ON THE DG4267'LEFT. DG4267'THE STATION IS 12.5 METERS (41.0 FEET) SOUTH OF A 10 FOOT HIGH CREPE DG4267'MYRTLE BUSH, 6.4 DG4267'METERS (21 FEET) WEST OF THE CENTERLINE OF PAVED ENTRY TRAVEL WAY, 3.5 DG4267'METERS (11.5 FEET) DG4267'WEST OF THE TOP BACK OF CURB, AND 2.5 METERS (8.2 FEET) WEST OF METAL DG4267'SIGN READING DRUG DG4267'FREE SCHOOL ZONE. THE STATION IS A BRASS DISK, FLUSH WITH THE GROUND, DG4267'STAMPED --- DIXIE DG4267'FOREST 2003 --- SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 4 FEET DG4267'DEEP. DG4267' DG4267' DG4267' DG4267 DG4267 STATION RECOVERY (2005) DG4267 DG4267'RECOVERY NOTE BY GEOCACHING 2005 (PFF) DG4267'VISITED SITE. THE LARGE GRASS TRAFFIC ISLAND HAS BEEN GRADED AND DG4267'FILLED FOR PARKING LOT EXPANSION. PAVEMENT WILL BE LAID IN LATE JULY DG4267'2005. MARK IS IN AFFECTED AREA. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AC7389 *********************************************************************** AC7389 DESIGNATION - EDUCATION AC7389 PID - AC7389 AC7389 STATE/COUNTY- NC/WAKE AC7389 USGS QUAD - RALEIGH WEST (1988) AC7389 AC7389 *CURRENT SURVEY CONTROL AC7389 ___________________________________________________________________ AC7389* NAD 83(1986)- 35 47 03.53157(N) 078 41 11.69996(W) ADJUSTED AC7389* NAVD 88 - 130.228 (meters) 427.26 (feet) ADJUSTED AC7389 ___________________________________________________________________ AC7389 LAPLACE CORR- -6.86 (seconds) DEFLEC99 AC7389 GEOID HEIGHT- -32.69 (meters) GEOID03 AC7389 DYNAMIC HT - 130.116 (meters) 426.89 (feet) COMP AC7389 MODELED GRAV- 979,769.7 (mgal) NAVD 88 AC7389 AC7389 HORZ ORDER - FIRST AC7389 VERT ORDER - SECOND CLASS II AC7389 AC7389.The North Carolina/South Carolina HARNS have been completed but, AC7389.due to contractual restrictions, coordinates for these stations AC7389.will NOT be published in the near future. In the interim, the AC7389.published coordinates in North and South Carolina will not be AC7389.consistent with the Continuously Operating Reference Stations AC7389.(CORS). The HARN coordinates for these stations are available AC7389.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7389.Lapine(803-896-7700). AC7389. AC7389.In addition, the published North and South Carolina positions AC7389.(NAD 83 (1986)) are NOT consistent with those determined in AC7389.adjacent state readjustments. The discontinuity between stations AC7389.located in North or South Carolina and those in adjacent states AC7389.which have been adjusted to the HARN may be as much as 5 AC7389.decimeters. This will result in a significant loss of accuracy AC7389.over lines crossing such state borders. AC7389 AC7389 AC7389.The horizontal coordinates were established by GPS observations AC7389.and adjusted by the National Geodetic Survey in March 1998. AC7389 AC7389.The orthometric height was determined by differential leveling AC7389.and adjusted by the National Geodetic Survey in April 1997. AC7389 AC7389.The Laplace correction was computed from DEFLEC99 derived deflections. AC7389 AC7389.The geoid height was determined by GEOID03. AC7389 AC7389.The dynamic height is computed by dividing the NAVD 88 AC7389.geopotential number by the normal gravity value computed on the AC7389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7389.degrees latitude (g = 980.6199 gals.). AC7389 AC7389.The modeled gravity was interpolated from observed gravity values. AC7389 AC7389; North East Units Scale Factor Converg. AC7389;SPC NC - 225,715.147 637,934.335 MT 0.99991569 +0 10 51.2 AC7389;SPC NC - 740,533.78 2,092,956.23 sFT 0.99991569 +0 10 51.2 AC7389;UTM 17 - 3,962,495.218 709,087.134 MT 1.00013873 +1 21 11.6 AC7389 AC7389! - Elev Factor x Scale Factor = Combined Factor AC7389!SPC NC - 0.99998469 x 0.99991569 = 0.99990038 AC7389!UTM 17 - 0.99998469 x 1.00013873 = 1.00012342 AC7389 AC7389|---------------------------------------------------------------------| AC7389| PID Reference Object Distance Geod. Az | AC7389| dddmmss.s | AC7389| EZ0695 STATE COLLEGE 269.286 METERS 08647 | AC7389| AC7388 SOLAR 325.249 METERS 18713 | AC7389|---------------------------------------------------------------------| AC7389 AC7389 SUPERSEDED SURVEY CONTROL AC7389 AC7389 NGVD 29 (03/10/98) 130.48 (m) 428.1 (f) LEVELING 3 AC7389 AC7389.Superseded values are not recommended for survey control. AC7389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC7389.See file dsdata.txt to determine how the superseded data were derived. AC7389 AC7389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0908762495(NAD 83) AC7389_MARKER: DH = HORIZONTAL CONTROL DISK AC7389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7389_STAMPING: EDUCATION 1993 AC7389_MARK LOGO: NCGS AC7389_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AC7389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC7389+STABILITY: SURFACE MOTION AC7389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7389+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005 AC7389 AC7389 HISTORY - Date Condition Report By AC7389 HISTORY - 1993 MONUMENTED NCGS AC7389 HISTORY - 19930306 GOOD NCGS AC7389 HISTORY - 20050706 GOOD GEOCAC AC7389 AC7389 STATION DESCRIPTION AC7389 AC7389'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) AC7389'STATION IS LOCATED IN SOUTHWEST RALEIGH, ON THE GROUNDS OF THE AC7389'MCKIMMON CENTER AT THE CORNER OF WESTERN BOULEVARD AND GORMAN STREET. AC7389'MARK IS FLUSH WITH GROUND. LOCATED 118.8 FT (36.2 M) EAST OF THE EAST AC7389'CURB OF THE STREET AT A STORM DRAIN, 21.7 FT (6.6 M) NORTHWEST OF THE AC7389'WEST CURB OF THE PARKING LOT, 120.3 FT (36.7 M) NORTHEAST OF THE AC7389'NORTHEAST LEG OF A TRANSMISSION TOWER, 128.0 FT (39.0 M) SOUTH OF THE AC7389'SOUTHMOST CORNER OF A MARBLE-NCSU-SIGN, AND 76.4 FT (23.3 M) AC7389'WEST-NORTHWEST OF A METAL LAMP POLE. AC7389 AC7389 STATION RECOVERY (1993) AC7389 AC7389'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 AC7389'STATION IS LOCATED IN SOUTHWEST RALEIGH, ON THE GROUNDS OF THE AC7389'MCKIMMON CENTER AT THE CORNER OF WESTERN BOULEVARD AND GORMAN STREET. AC7389'MARK IS FLUSH WITH GROUND. LOCATED 118.8 FT (36.2 M) EAST OF THE EAST AC7389'CURB OF THE STREET AT A STORM DRAIN, 21.7 FT (6.6 M) NORTHWEST OF THE AC7389'WEST CURB OF THE PARKING LOT, 120.3 FT (36.7 M) NORTHEAST OF THE AC7389'NORTHEAST LEG OF A TRANSMISSION TOWER, 128.0 FT (39.0 M) SOUTH OF THE AC7389'SOUTHMOST CORNER OF A MARBLE-NCSU-SIGN, AND 76.4 FT (23.3 M) AC7389'WEST-NORTHWEST OF A METAL LAMP POLE. AC7389 AC7389 STATION RECOVERY (2005) AC7389 AC7389'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AC7389'RECOVERED AS DESCRIBED, EXCEPT NOW RECESSED 2 CM. DELETE REFERENCE TO AC7389'MARBLE-NCSU-SIGN, WHICH HAS BEEN REMOVED. (A LARGE METALLIC SIGN HAS AC7389'BEEN ERECTED EAST OF THE OLD SIGN.) OTHER REFERENCES REMAIN VALID. AC7389' AC7389' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6451 *********************************************************************** EZ6451 DESIGNATION - GORMAN AZ MK EZ6451 PID - EZ6451 EZ6451 STATE/COUNTY- NC/WAKE EZ6451 USGS QUAD - RALEIGH WEST (1988) EZ6451 EZ6451 *CURRENT SURVEY CONTROL EZ6451 ___________________________________________________________________ EZ6451* NAD 83(1986)- 35 46 01.84284(N) 078 41 50.90398(W) ADJUSTED EZ6451* NAVD 88 - 110.119 (meters) 361.28 (feet) ADJUSTED EZ6451 ___________________________________________________________________ EZ6451 LAPLACE CORR- -6.75 (seconds) DEFLEC99 EZ6451 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6451 DYNAMIC HT - 110.024 (meters) 360.97 (feet) COMP EZ6451 MODELED GRAV- 979,763.8 (mgal) NAVD 88 EZ6451 EZ6451 HORZ ORDER - SECOND EZ6451 VERT ORDER - SECOND CLASS I EZ6451 EZ6451.The North Carolina/South Carolina HARNS have been completed but, EZ6451.due to contractual restrictions, coordinates for these stations EZ6451.will NOT be published in the near future. In the interim, the EZ6451.published coordinates in North and South Carolina will not be EZ6451.consistent with the Continuously Operating Reference Stations EZ6451.(CORS). The HARN coordinates for these stations are available EZ6451.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6451.Lapine(803-896-7700). EZ6451. EZ6451.In addition, the published North and South Carolina positions EZ6451.(NAD 83 (1986)) are NOT consistent with those determined in EZ6451.adjacent state readjustments. The discontinuity between stations EZ6451.located in North or South Carolina and those in adjacent states EZ6451.which have been adjusted to the HARN may be as much as 5 EZ6451.decimeters. This will result in a significant loss of accuracy EZ6451.over lines crossing such state borders. EZ6451 EZ6451 EZ6451.The horizontal coordinates were established by classical geodetic methods EZ6451.and adjusted by the National Geodetic Survey in March 1992. EZ6451 EZ6451.The orthometric height was determined by differential leveling EZ6451.and adjusted by the National Geodetic Survey in December 1991. EZ6451 EZ6451.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6451 EZ6451.The geoid height was determined by GEOID03. EZ6451 EZ6451.The dynamic height is computed by dividing the NAVD 88 EZ6451.geopotential number by the normal gravity value computed on the EZ6451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6451.degrees latitude (g = 980.6199 gals.). EZ6451 EZ6451.The modeled gravity was interpolated from observed gravity values. EZ6451 EZ6451; North East Units Scale Factor Converg. EZ6451;SPC NC - 223,810.969 636,955.667 MT 0.99991296 +0 10 28.6 EZ6451;SPC NC - 734,286.49 2,089,745.38 sFT 0.99991296 +0 10 28.6 EZ6451;UTM 17 - 3,960,570.993 708,147.410 MT 1.00013390 +1 20 46.7 EZ6451 EZ6451! - Elev Factor x Scale Factor = Combined Factor EZ6451!SPC NC - 0.99998785 x 0.99991296 = 0.99990081 EZ6451!UTM 17 - 0.99998785 x 1.00013390 = 1.00012175 EZ6451 EZ6451 SUPERSEDED SURVEY CONTROL EZ6451 EZ6451 NAVD 88 (03/04/92) 110.12 (m) 361.3 (f) LEVELING 3 EZ6451 EZ6451.Superseded values are not recommended for survey control. EZ6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6451.See file dsdata.txt to determine how the superseded data were derived. EZ6451 EZ6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0814760571(NAD 83) EZ6451_MARKER: DZ = AZIMUTH MARK DISK EZ6451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6451_SP_SET: CONCRETE POST EZ6451_STAMPING: GORMAN 1988 EZ6451_MARK LOGO: NCGS EZ6451_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6451+STABILITY: SURFACE MOTION EZ6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6451+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6451 EZ6451 HISTORY - Date Condition Report By EZ6451 HISTORY - 1988 MONUMENTED NCGS EZ6451 HISTORY - 20050706 GOOD GEOCAC EZ6451 EZ6451 STATION DESCRIPTION EZ6451 EZ6451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6451'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6451'PROCEED ALONG GORMAN STREET FOR 0.65 KM (0.40 MI) NORTHEAST FROM THE EZ6451'I-40 OVERPASS TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT FERRY EZ6451'ROAD FOR 0.3 KM (0.2 MI) IN SHOULDER AT A STORE. EZ6451'STATION IS A STANDARD NCGS AZIMUTH MARK DISK STAMPED---GORMAN 1988---, EZ6451'SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 15 EZ6451'CM BELOW GROUND SURFACE, AND IS LEVEL WITH ROAD. LOCATED 3.2 M EZ6451'(10.5 FT) SOUTH-SOUTHEAST OF THE CURB OF AVENT FERRY ROAD, 1.6 M EZ6451'(5.2 FT) SOUTH-SOUTHEAST OF METAL ROAD SIGN, 31.1 M (102.0 FT) EZ6451'WEST-SOUTHWEST OF WEST END OF SIDEWALK, 31.4 M (103.0 FT) EZ6451'EAST-NORTHEAST OF POWER POLE WITH NIGHT LIGHT, 19.7 M (64.6 FT) WEST EZ6451'OF POWER POLE WITH NIGHT LIGHT,AND, 11.9 M (39.0 FT) NORTH-NORTHWEST EZ6451'OF 6-INCH CHERRY WITH REFERENCE TAG. EZ6451 EZ6451 STATION RECOVERY (2005) EZ6451 EZ6451'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6451'RECOVERED AS DESCRIBED, IN THE 3400 BLOCK OF AVENT FERRY ROAD, WEST OF EZ6451'THE INTERESECTION WITH MERRIE ROAD. DELETE REFERENCES TO METAL ROAD EZ6451'SIGN AND 6-INCH CHERRY TREE. EZ6451' EZ6451' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DG4272 *********************************************************************** DG4272 HT_MOD - This is a Height Modernization Survey Station. DG4272 DESIGNATION - NEW HOPE DG4272 PID - DG4272 DG4272 STATE/COUNTY- NC/WAKE DG4272 USGS QUAD - RALEIGH EAST (1993) DG4272 DG4272 *CURRENT SURVEY CONTROL DG4272 ___________________________________________________________________ DG4272* NAD 83(1986)- 35 49 24.25862(N) 078 34 04.76059(W) ADJUSTED DG4272* NAVD 88 - 105.85 (meters) 347.3 (feet) GPS OBS DG4272 ___________________________________________________________________ DG4272 LAPLACE CORR- -8.00 (seconds) DEFLEC99 DG4272 GEOID HEIGHT- -33.13 (meters) GEOID03 DG4272 DG4272 HORZ ORDER - FIRST DG4272 DG4272.The North Carolina/South Carolina HARNS have been completed but, DG4272.due to contractual restrictions, coordinates for these stations DG4272.will NOT be published in the near future. In the interim, the DG4272.published coordinates in North and South Carolina will not be DG4272.consistent with the Continuously Operating Reference Stations DG4272.(CORS). The HARN coordinates for these stations are available DG4272.upon request. Contact Gary Thompson(919-733-3836), or Lewis DG4272.Lapine(803-896-7700). DG4272. DG4272.In addition, the published North and South Carolina positions DG4272.(NAD 83 (1986)) are NOT consistent with those determined in DG4272.adjacent state readjustments. The discontinuity between stations DG4272.located in North or South Carolina and those in adjacent states DG4272.which have been adjusted to the HARN may be as much as 5 DG4272.decimeters. This will result in a significant loss of accuracy DG4272.over lines crossing such state borders. DG4272 DG4272 DG4272.The horizontal coordinates were established by GPS observations DG4272.and adjusted by the DEWBERRY DAVIS in February 2004. DG4272 DG4272.The orthometric height was determined by GPS observations and a DG4272.high-resolution geoid model using precise GPS observation and DG4272.processing techniques. DG4272 DG4272.Photographs are available for this station. DG4272 DG4272.The Laplace correction was computed from DEFLEC99 derived deflections. DG4272 DG4272.The geoid height was determined by GEOID03. DG4272 DG4272; North East Units Scale Factor Converg. DG4272;SPC NC - 230,092.346 648,636.419 MT 0.99992226 +0 14 57.6 DG4272;SPC NC - 754,894.64 2,128,067.98 sFT 0.99992226 +0 14 57.6 DG4272;UTM 17 - 3,967,091.812 719,699.956 MT 1.00019481 +1 25 26.4 DG4272 DG4272! - Elev Factor x Scale Factor = Combined Factor DG4272!SPC NC - 0.99998859 x 0.99992226 = 0.99991085 DG4272!UTM 17 - 0.99998859 x 1.00019481 = 1.00018339 DG4272 DG4272 SUPERSEDED SURVEY CONTROL DG4272 DG4272.No superseded survey control is available for this station. DG4272 DG4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1970067092(NAD 83) DG4272_MARKER: DH = HORIZONTAL CONTROL DISK DG4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG4272_STAMPING: NEW HOPE 2003 DG4272_MARK LOGO: NGS DG4272_PROJECTION: FLUSH DG4272_MAGNETIC: N = NO MAGNETIC MATERIAL DG4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG4272+STABILITY: SURFACE MOTION DG4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG4272+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 DG4272 DG4272 HISTORY - Date Condition Report By DG4272 HISTORY - 20030616 MONUMENTED DEWDAV DG4272 HISTORY - 20040626 GOOD USPSQD DG4272 HISTORY - 20050724 GOOD USPSQD DG4272 DG4272 STATION DESCRIPTION DG4272 DG4272'DESCRIBED BY DEWBERRY DAVIS 2003 (RB) DG4272'THE STATION IS LOCATED ABOUT 8.6 KM (5.3 MILES) NORTHEAST OF THE DG4272'CAPITOL SQUARE IN RALEIGH DG4272'AT MARSH CREEK PARK. DG4272'TO REACH THE STATION FROM THE INTERSECTION OF THE I-440 BELTWAY AND DG4272'NEW BERN ROAD DG4272'(HIGHWAY 64), GO EASTERLY ON NEW BERN ROAD 1.7 KM (1.1 MILES) TO THE DG4272'INTERSECTION OF NEW DG4272'HOPE ROAD. TURN LEFT AND GO NORTHERLY ON NEW HOPE ROAD FOR 2.8 KM DG4272'(1.7 MILES) TO MARSH DG4272'CREEK PARK LOCATED ON THE RIGHT (EAST) SIDE OF THE ROAD. THE ENTRANCE DG4272'TO MARSH CREEK DG4272'PARK IS 0.25 KM (0.15 MILE) NORTH OF THE MARSH CREEK ROAD INTERSECTION DG4272'WITH NEW HOPE DG4272'ROAD. ENTER PARK AND DRIVE TO SERVICE AREA, THEN PROCEED TO AREA OF DG4272'ROLLER HOCKEY DG4272'COURT. THE STATION IS 26.75 METERS (87.7 FEET) NORTH OF A WATER DG4272'MANHOLE AT THE DG4272'NORTHWEST CORNER OF THE PARKING LOT, 11.2 METERS (36.7 FEET) SOUTH OF DG4272'THE SOUTHEAST DG4272'CORNER OF A CHAIN LINK FENCE CORNER OF THE ROLLER HOCKEY COURT, AND DG4272'10.1 METERS (33.1 DG4272'FEET) EAST OF THE EAST END OF A STORM DRAIN PIPE. THE STATION IS A DG4272'BRASS DISK, FLUSH WITH DG4272'THE GROUND, STAMPED --- NEW HOPE 2003 --- SET IN THE TOP OF A CONCRETE DG4272'CYLINDER THAT IS 4 DG4272'FEET DEEP. DG4272' DG4272' DG4272 DG4272 STATION RECOVERY (2004) DG4272 DG4272'RECOVERY NOTE BY US POWER SQUADRON 2004 DG4272'RECOVERED IN GOOD CONDITION. DG4272 DG4272 STATION RECOVERY (2005) DG4272 DG4272'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) DG4272'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6584 *********************************************************************** EZ6584 DESIGNATION - NEWTON EZ6584 PID - EZ6584 EZ6584 STATE/COUNTY- NC/WAKE EZ6584 USGS QUAD - BAYLEAF (1987) EZ6584 EZ6584 *CURRENT SURVEY CONTROL EZ6584 ___________________________________________________________________ EZ6584* NAD 83(1986)- 35 52 46.94112(N) 078 37 31.01265(W) ADJUSTED EZ6584* NAVD 88 - 136.1 (meters) 447. (feet) VERTCON EZ6584 ___________________________________________________________________ EZ6584 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ6584 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6584 EZ6584 HORZ ORDER - SECOND EZ6584 EZ6584.The North Carolina/South Carolina HARNS have been completed but, EZ6584.due to contractual restrictions, coordinates for these stations EZ6584.will NOT be published in the near future. In the interim, the EZ6584.published coordinates in North and South Carolina will not be EZ6584.consistent with the Continuously Operating Reference Stations EZ6584.(CORS). The HARN coordinates for these stations are available EZ6584.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6584.Lapine(803-896-7700). EZ6584. EZ6584.In addition, the published North and South Carolina positions EZ6584.(NAD 83 (1986)) are NOT consistent with those determined in EZ6584.adjacent state readjustments. The discontinuity between stations EZ6584.located in North or South Carolina and those in adjacent states EZ6584.which have been adjusted to the HARN may be as much as 5 EZ6584.decimeters. This will result in a significant loss of accuracy EZ6584.over lines crossing such state borders. EZ6584 EZ6584 EZ6584.The horizontal coordinates were established by classical geodetic methods EZ6584.and adjusted by the National Geodetic Survey in December 1992. EZ6584 EZ6584.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6584 EZ6584.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6584 EZ6584.The geoid height was determined by GEOID03. EZ6584 EZ6584; North East Units Scale Factor Converg. EZ6584;SPC NC - 236,317.727 643,436.114 MT 0.99993253 +0 12 58.6 EZ6584;SPC NC - 775,319.08 2,111,006.65 sFT 0.99993253 +0 12 58.6 EZ6584;UTM 17 - 3,973,210.761 714,371.699 MT 1.00016630 +1 23 32.3 EZ6584 EZ6584! - Elev Factor x Scale Factor = Combined Factor EZ6584!SPC NC - 0.99998378 x 0.99993253 = 0.99991631 EZ6584!UTM 17 - 0.99998378 x 1.00016630 = 1.00015008 EZ6584 EZ6584: Primary Azimuth Mark Grid Az EZ6584:SPC NC - SANDFORK 158 40 59.1 EZ6584:UTM 17 - SANDFORK 157 30 25.4 EZ6584 EZ6584|---------------------------------------------------------------------| EZ6584| PID Reference Object Distance Geod. Az | EZ6584| dddmmss.s | EZ6584| EZ6607 SANDFORK APPROX. 0.8 KM 1585357.7 | EZ6584| EZ6603 RAVENS APPROX. 0.8 KM 3442243.4 | EZ6584|---------------------------------------------------------------------| EZ6584 EZ6584 SUPERSEDED SURVEY CONTROL EZ6584 EZ6584 NGVD 29 (02/27/98) 136.3 (m) 447. (f) VERT ANG EZ6584 EZ6584.Superseded values are not recommended for survey control. EZ6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6584.See file dsdata.txt to determine how the superseded data were derived. EZ6584 EZ6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1437273211(NAD 83) EZ6584_MARKER: DH = HORIZONTAL CONTROL DISK EZ6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6584_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6584_STAMPING: NEWTON 1985 EZ6584_MARK LOGO: NCGS EZ6584_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6584+STABILITY: SURFACE MOTION EZ6584 EZ6584 HISTORY - Date Condition Report By EZ6584 HISTORY - 1985 MONUMENTED NCGS EZ6584 HISTORY - 19871013 GOOD NCGS EZ6584 HISTORY - 20050706 GOOD GEOCAC EZ6584 EZ6584 STATION DESCRIPTION EZ6584 EZ6584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6584'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6584' EZ6584'ALONG FALLS OF NEUSE ROAD, AT THE INTERSECTION WITH NEWTON ROAD, IN EZ6584'THE WEST SIDEWALK OF FALLS OF NEUSE ROAD, AND ABOUT 75 FT SOUTHEAST EZ6584'OF THE CIRCLE K CONVENIENCE STORE. EZ6584' EZ6584'THE STATION IS A STANDARD NCGS DISK STAMPED---NEWTON 1985---, EZ6584'SET INTO A DRILLED HOLE IN THE SIDEWALK. LOCATED EZ6584'6.7 METERS (22.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND EZ6584'LANES, EZ6584'12.6 METERS (41.2 FT) NORTHEAST OF THE CENTERLINE OF NEWTON ROAD, EZ6584'30.2 METERS (99.0 FT) NORTHWEST OF THE CENTERLINE INTERSECTION OF EZ6584'THE ROADS (PULLED FROM PK NAIL), EZ6584'17.1 METERS (56.0 FT) SOUTH OF A MANHOLE COVER, EZ6584'5.9 METERS (19.4 FT) SOUTHEAST OF THE SOUTHEAST CONCRETE CORNER OF A EZ6584'SIGN BASE OF CIRCLE K STORE, EZ6584'1.7 METERS (5.5 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND EZ6584'A REFERENCE TAG, AND EZ6584'5.5 METERS (18.0 FT) SOUTH-SOUTHWEST OF A STORM DRAIN COVER. EZ6584' EZ6584'MARK IS 1/2 FT ABOVE THE INTERSECTION. EZ6584 EZ6584 STATION RECOVERY (1987) EZ6584 EZ6584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6584'RECOVERED AS DESCRIBED. EZ6584 EZ6584 STATION RECOVERY (2005) EZ6584 EZ6584'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6584'RECOVERED AS DESCRIBED, EXCEPT THE CONVENIENCE STORE CURRENTLY IS EZ6584'NAMED UNION 76 (NOT CIRCLE K). THE REFERENCED SIGN HAS BEEN REMOVED EZ6584'BUT THE CEMENT FOUNDATION STILL EXISTS. THE OTHER REFERENCES REMAIN EZ6584'VALID. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ0945 *********************************************************************** EZ0945 DESIGNATION - OPTICAL 2 EZ0945 PID - EZ0945 EZ0945 STATE/COUNTY- NC/WAKE EZ0945 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0945 EZ0945 *CURRENT SURVEY CONTROL EZ0945 ___________________________________________________________________ EZ0945* NAD 83(1986)- 35 53 41.05866(N) 078 45 21.48416(W) ADJUSTED EZ0945* NAVD 88 - 146.041 (meters) 479.14 (feet) ADJUSTED EZ0945 ___________________________________________________________________ EZ0945 LAPLACE CORR- -6.43 (seconds) DEFLEC99 EZ0945 GEOID HEIGHT- -32.12 (meters) GEOID03 EZ0945 DYNAMIC HT - 145.918 (meters) 478.73 (feet) COMP EZ0945 MODELED GRAV- 979,786.3 (mgal) NAVD 88 EZ0945 EZ0945 HORZ ORDER - SECOND EZ0945 VERT ORDER - SECOND CLASS 0 EZ0945 EZ0945.The North Carolina/South Carolina HARNS have been completed but, EZ0945.due to contractual restrictions, coordinates for these stations EZ0945.will NOT be published in the near future. In the interim, the EZ0945.published coordinates in North and South Carolina will not be EZ0945.consistent with the Continuously Operating Reference Stations EZ0945.(CORS). The HARN coordinates for these stations are available EZ0945.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ0945.Lapine(803-896-7700). EZ0945. EZ0945.In addition, the published North and South Carolina positions EZ0945.(NAD 83 (1986)) are NOT consistent with those determined in EZ0945.adjacent state readjustments. The discontinuity between stations EZ0945.located in North or South Carolina and those in adjacent states EZ0945.which have been adjusted to the HARN may be as much as 5 EZ0945.decimeters. This will result in a significant loss of accuracy EZ0945.over lines crossing such state borders. EZ0945 EZ0945 EZ0945.The horizontal coordinates were established by classical geodetic methods EZ0945.and adjusted by the National Geodetic Survey in July 1986. EZ0945 EZ0945.The orthometric height was determined by differential leveling EZ0945.and adjusted by the National Geodetic Survey in June 1991. EZ0945 EZ0945.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0945 EZ0945.The geoid height was determined by GEOID03. EZ0945 EZ0945.The dynamic height is computed by dividing the NAVD 88 EZ0945.geopotential number by the normal gravity value computed on the EZ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0945.degrees latitude (g = 980.6199 gals.). EZ0945 EZ0945.The modeled gravity was interpolated from observed gravity values. EZ0945 EZ0945; North East Units Scale Factor Converg. EZ0945;SPC NC - 237,948.813 631,631.819 MT 0.99993544 +0 08 27.1 EZ0945;SPC NC - 780,670.40 2,072,278.73 sFT 0.99993544 +0 08 27.1 EZ0945;UTM 17 - 3,974,599.587 702,534.037 MT 1.00010548 +1 18 58.0 EZ0945 EZ0945! - Elev Factor x Scale Factor = Combined Factor EZ0945!SPC NC - 0.99998212 x 0.99993544 = 0.99991756 EZ0945!UTM 17 - 0.99998212 x 1.00010548 = 1.00008760 EZ0945 EZ0945: Primary Azimuth Mark Grid Az EZ0945:SPC NC - UMSTEAD 130 09 23.1 EZ0945:UTM 17 - UMSTEAD 128 58 52.2 EZ0945 EZ0945|---------------------------------------------------------------------| EZ0945| PID Reference Object Distance Geod. Az | EZ0945| dddmmss.s | EZ0945| EZ0946 UMSTEAD 457.082 METERS 1301750.2 | EZ0945|---------------------------------------------------------------------| EZ0945 EZ0945 SUPERSEDED SURVEY CONTROL EZ0945 EZ0945 NAD 27 - 35 53 40.53303(N) 078 45 22.46307(W) AD( ) 2 EZ0945 NGVD 29 (??/??/92) 146.30 (m) 480.0 (f) COMPUTED 2 0 EZ0945 EZ0945.Superseded values are not recommended for survey control. EZ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0945.See file dsdata.txt to determine how the superseded data were derived. EZ0945 EZ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0253474600(NAD 83) EZ0945_MARKER: DE = TRAVERSE STATION DISK EZ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0945_STAMPING: OPTICAL 2 1968 EZ0945_MARK LOGO: NCGS EZ0945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0945+STABILITY: SURFACE MOTION EZ0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0945+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ0945 EZ0945 HISTORY - Date Condition Report By EZ0945 HISTORY - 1968 MONUMENTED NCGS EZ0945 HISTORY - 1973 GOOD NCGS EZ0945 HISTORY - 1973 GOOD NCGS EZ0945 HISTORY - 1979 GOOD NGS EZ0945 HISTORY - 19860101 GOOD NCGS EZ0945 HISTORY - 20030307 GOOD USPSQD EZ0945 HISTORY - 20040626 GOOD USPSQD EZ0945 HISTORY - 20050724 GOOD USPSQD EZ0945 EZ0945 STATION DESCRIPTION EZ0945 EZ0945'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ0945'OPTICAL 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0945'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0945' EZ0945'OPTICAL 2 IS LOCATED APPROXIMATELY 10.7 MILES NORTHWEST OF EZ0945'RALEIGH. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0945'U.S. 64 AND U.S. 1 BYPASS WITH U.S. 70, GO NORTHWEST ON U.S. EZ0945'70 FOR 6.45 MILES TO CROSSOVER AT ENTRANCE TO AMERICAN OPTICAL EZ0945'COMPANY AND THURSTON MOTOR LINES, AND STATION. WHICH IS IN THE EZ0945'MEDIAN, ON SE SHOULDER OF W BOUND LANE OPPOSITE 180 + 00 EZ0945'STAMPED IN CONCRETE ON SW SIDE OF PAVEMENT, AND 0.75 MILE EZ0945'SOUTHEAST OF INTERSECTION OF SR 1002 (AIRPORT RD.) AND U.S. EZ0945'70. EZ0945' EZ0945'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0945'OPTICAL 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0945'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0945' EZ0945'MARK IS EZ0945' EZ0945'2.9 FT SW OF SW EDGE OF U.S. 70 W BOUND LANE AT 180 + 00 EZ0945'STAMPED IN EDGE OF PAVEMENT EZ0945' EZ0945'20.7 FT NE OF NE EDGE OF U.S. 70 E BOUND LEFT TURN LANE EZ0945' EZ0945'84.5 FT NW OF 4X4 POST WITH ONE WAY SIGN IN NW SIDE OF EZ0945'CROSSOVER TO THURSTON MOTOR LINES, AND WITH ALUMINUM REF. TAG EZ0945' EZ0945'137.0 FT NW OF C/L OF CROSSOVER THAT LEADS INTO AMERICAN EZ0945'OPTICAL CO. AND THURSTON MOTOR LINES EZ0945 EZ0945 STATION RECOVERY (1973) EZ0945 EZ0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0945'GOOD AS DESCRIBED. EZ0945 EZ0945 STATION RECOVERY (1973) EZ0945 EZ0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0945'6.3 MI NE FROM MORRISVILLE. EZ0945'OPTICAL 2 IS LOCATED APPROXIMATELY 10.4 MILES NW OF CAPITOL EZ0945'SQUARE IN RALEIGH. TO REACH STATION FROM THE U.S. 70 UNDERPASS OF EZ0945'U.S. 1 - U.S. 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW EZ0945'ALONG U.S. 70 FOR APPROXIMATELY 6.4 MILES TO A CROSSOVER AT EZ0945'ENTRANCE TO AMERICAN OPTICAL COMPANY AND THURSTON MOTOR LINES EZ0945'AND STATION IN MEDIAN NW OF CROSSOVER, 0.75 MILES SE OF INTERSECTION EZ0945'OF U.S. 70 WITH SR 1002 (RDU-AIRPORT ROAD) AND IN SHOULDER OF WEST EZ0945'BOUND, 2.9 FT SW OF SW EDGE OF U.S. 70 WEST BOUND LANE AT EZ0945'180 + 00 STAMPED IN PAVEMENT, 20.7 FT NE OF NE EDGE OF U.S. 70 EZ0945'EAST BOUND LANE, 137.0 FT NW OF C/L CROSSOVER, AND 84.5 FT NW OF EZ0945'4 X 4 OF ONE-WAY SIGN POST W/ALUMINUM REF. TAG. DISK IS SET IN EZ0945'CONCRETE CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0945 EZ0945 STATION RECOVERY (1979) EZ0945 EZ0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD) EZ0945'RECOVERED AS DESCRIBED. EZ0945 EZ0945 STATION RECOVERY (1986) EZ0945 EZ0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0945'STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF CAPITOL EZ0945'SQUARE (IN RALEIGH), AND 2.9 KM (1.80 MI) SOUTHWEST OF LEESVILLE EZ0945'COMMUNITY. ALONG US 70 FOR 1.1 KM (0.70 MI) SOUTHEAST FROM SR 1002 EZ0945'(AVIATION PARKWAY), TO A CROSSOVER AT THE ENTRANCE TO PIEDMONT OPTICAL EZ0945'COMPANY AND--RALEIGH TOYOTA--, IN THE MEDIAN, ON THE NORTHWEST SIDE OF EZ0945'THE CROSSOVER. MARK IS LOCATED 0.9 M (3.0 FT) SOUTHWEST OF THE EZ0945'SOUTHWEST EDGE OF THE WEST BOUND LANE, 6.3 M (20.7 FT) NORTHEAST OF EZ0945'THE NORTHEAST EDGE OF THE EAST BOUND LANE, 41.8 M (137.1 FT) NORTHWEST EZ0945'OF THE CENTER OF THE CROSSOVER, 14.1 M (46.3 FT) WEST-SOUTHWEST OF THE EZ0945'EAST END OF A DRIVE CULVERT TO--PITNEY BOWES--BUILDING, 52.7 M (172.9 EZ0945'FT) EAST OF THE NORTH CORNER POST OF A CHAIN LINK FENCE. MARK IS EZ0945'RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH THE HIGHWAY. EZ0945 EZ0945 STATION RECOVERY (2003) EZ0945 EZ0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0945'RECOVERED IN GOOD CONDITION. EZ0945 EZ0945 STATION RECOVERY (2004) EZ0945 EZ0945'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0945'RECOVERED IN GOOD CONDITION. EZ0945 EZ0945 STATION RECOVERY (2005) EZ0945 EZ0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ0945'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6436 *********************************************************************** EZ6436 DESIGNATION - PULLEN EZ6436 PID - EZ6436 EZ6436 STATE/COUNTY- NC/WAKE EZ6436 USGS QUAD - RALEIGH WEST (1988) EZ6436 EZ6436 *CURRENT SURVEY CONTROL EZ6436 ___________________________________________________________________ EZ6436* NAD 83(1986)- 35 46 42.85576(N) 078 39 49.14023(W) ADJUSTED EZ6436* NAVD 88 - 95.965 (meters) 314.85 (feet) ADJUSTED EZ6436 ___________________________________________________________________ EZ6436 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ6436 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ6436 DYNAMIC HT - 95.882 (meters) 314.57 (feet) COMP EZ6436 MODELED GRAV- 979,770.0 (mgal) NAVD 88 EZ6436 EZ6436 HORZ ORDER - SECOND EZ6436 VERT ORDER - SECOND CLASS I EZ6436 EZ6436.The North Carolina/South Carolina HARNS have been completed but, EZ6436.due to contractual restrictions, coordinates for these stations EZ6436.will NOT be published in the near future. In the interim, the EZ6436.published coordinates in North and South Carolina will not be EZ6436.consistent with the Continuously Operating Reference Stations EZ6436.(CORS). The HARN coordinates for these stations are available EZ6436.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6436.Lapine(803-896-7700). EZ6436. EZ6436.In addition, the published North and South Carolina positions EZ6436.(NAD 83 (1986)) are NOT consistent with those determined in EZ6436.adjacent state readjustments. The discontinuity between stations EZ6436.located in North or South Carolina and those in adjacent states EZ6436.which have been adjusted to the HARN may be as much as 5 EZ6436.decimeters. This will result in a significant loss of accuracy EZ6436.over lines crossing such state borders. EZ6436 EZ6436 EZ6436.The horizontal coordinates were established by classical geodetic methods EZ6436.and adjusted by the National Geodetic Survey in March 1992. EZ6436 EZ6436.The orthometric height was determined by differential leveling EZ6436.and adjusted by the National Geodetic Survey in December 1991. EZ6436 EZ6436.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6436 EZ6436.The geoid height was determined by GEOID03. EZ6436 EZ6436.The dynamic height is computed by dividing the NAVD 88 EZ6436.geopotential number by the normal gravity value computed on the EZ6436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6436.degrees latitude (g = 980.6199 gals.). EZ6436 EZ6436.The modeled gravity was interpolated from observed gravity values. EZ6436 EZ6436; North East Units Scale Factor Converg. EZ6436;SPC NC - 225,084.744 640,009.671 MT 0.99991476 +0 11 38.9 EZ6436;SPC NC - 738,465.53 2,099,765.06 sFT 0.99991476 +0 11 38.9 EZ6436;UTM 17 - 3,961,907.273 711,175.411 MT 1.00014955 +1 21 59.3 EZ6436 EZ6436! - Elev Factor x Scale Factor = Combined Factor EZ6436!SPC NC - 0.99999009 x 0.99991476 = 0.99990485 EZ6436!UTM 17 - 0.99999009 x 1.00014955 = 1.00013964 EZ6436 EZ6436 SUPERSEDED SURVEY CONTROL EZ6436 EZ6436 NAVD 88 (03/04/92) 95.96 (m) 314.8 (f) LEVELING 3 EZ6436 EZ6436.Superseded values are not recommended for survey control. EZ6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6436.See file dsdata.txt to determine how the superseded data were derived. EZ6436 EZ6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1117561907(NAD 83) EZ6436_MARKER: DH = HORIZONTAL CONTROL DISK EZ6436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6436_SP_SET: TRAFFIC ISLAND EZ6436_STAMPING: PULLEN 1988 EZ6436_MARK LOGO: NCGS EZ6436_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6436+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6436 EZ6436 HISTORY - Date Condition Report By EZ6436 HISTORY - 1988 MONUMENTED NCGS EZ6436 HISTORY - 1989 GOOD USPSQD EZ6436 HISTORY - 20030307 GOOD USPSQD EZ6436 HISTORY - 20040520 GOOD USPSQD EZ6436 HISTORY - 20050724 GOOD USPSQD EZ6436 EZ6436 STATION DESCRIPTION EZ6436 EZ6436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6436'STATION IS LOCATED IN SOUTHWEST RALEIGH AT PULLEN PARK. EZ6436'ALONG WESTERN BOULEVARD FOR 3.4 KM (2.1 MI) SOUTHEAST FROM THE EZ6436'BELTLINE-US 1-, AT ASHE AVENUE IN CONCRETE MEDIAN. EZ6436'STATION IS A STANDARD NCGS DISK STAMPED---PULLEN 1988---, SET IN A EZ6436'DRILLED HOLE IN CONCRETE TRAFFIC ISLAND, LEVEL WITH ROAD. LOCATED EZ6436'14.0 M (45.9 FT) NORTHEAST OF THE CENTERLINE OF WESTBOUND LANES OF EZ6436'WESTERN BOULEVARD, 7.8 M (25.6 FT) WEST-SOUTHWEST OF NORTHEAST END EZ6436'OF TRAFFIC ISLAND, 25.7 M (84.3 FT) SOUTHEAST OF SOUTHWEST END OF EZ6436'PULLEN PARK ROCK SIGN, 22.3 M (73.2 FT) WEST-NORTHWEST OF METAL GAS EZ6436'PUMP LIGHTPOST, AND 18.8 M (61.7 FT) EAST OF TELEPHONE MANHOLE EZ6436'COVER. EZ6436 EZ6436 STATION RECOVERY (1989) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW) EZ6436'RECOVERED IN GOOD CONDITION. EZ6436 EZ6436 STATION RECOVERY (2003) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6436'RECOVERED IN GOOD CONDITION. EZ6436 EZ6436 STATION RECOVERY (2004) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6436'RECOVERED IN GOOD CONDITION. EZ6436 EZ6436 STATION RECOVERY (2005) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6436'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5137 *********************************************************************** EZ5137 DESIGNATION - RALEIGH BAPTIST CHURCH SPIRE EZ5137 PID - EZ5137 EZ5137 STATE/COUNTY- NC/WAKE EZ5137 USGS QUAD - RALEIGH WEST (1988) EZ5137 EZ5137 *CURRENT SURVEY CONTROL EZ5137 ___________________________________________________________________ EZ5137* NAD 83(1986)- 35 46 51.76554(N) 078 38 24.92363(W) ADJUSTED EZ5137* NAVD 88 - EZ5137 ___________________________________________________________________ EZ5137 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ5137 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ5137 EZ5137 HORZ ORDER - THIRD EZ5137 EZ5137.The North Carolina/South Carolina HARNS have been completed but, EZ5137.due to contractual restrictions, coordinates for these stations EZ5137.will NOT be published in the near future. In the interim, the EZ5137.published coordinates in North and South Carolina will not be EZ5137.consistent with the Continuously Operating Reference Stations EZ5137.(CORS). The HARN coordinates for these stations are available EZ5137.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5137.Lapine(803-896-7700). EZ5137. EZ5137.In addition, the published North and South Carolina positions EZ5137.(NAD 83 (1986)) are NOT consistent with those determined in EZ5137.adjacent state readjustments. The discontinuity between stations EZ5137.located in North or South Carolina and those in adjacent states EZ5137.which have been adjusted to the HARN may be as much as 5 EZ5137.decimeters. This will result in a significant loss of accuracy EZ5137.over lines crossing such state borders. EZ5137 EZ5137 EZ5137.The horizontal coordinates were established by classical geodetic methods EZ5137.and adjusted by the National Geodetic Survey in July 1986. EZ5137 EZ5137 EZ5137.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5137 EZ5137.The geoid height was determined by GEOID03. EZ5137 EZ5137; North East Units Scale Factor Converg. EZ5137;SPC NC - 225,366.741 642,123.608 MT 0.99991516 +0 12 27.5 EZ5137;SPC NC - 739,390.72 2,106,700.54 sFT 0.99991516 +0 12 27.5 EZ5137;UTM 17 - 3,962,232.544 713,283.641 MT 1.00016058 +1 22 48.9 EZ5137 EZ5137 SUPERSEDED SURVEY CONTROL EZ5137 EZ5137 NAD 27 - 35 46 51.22300(N) 078 38 25.90900(W) AD( ) 3 EZ5137 EZ5137.Superseded values are not recommended for survey control. EZ5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5137.See file dsdata.txt to determine how the superseded data were derived. EZ5137 EZ5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1328462233(NAD 83) EZ5137_MARKER: 90 = CHURCH SPIRE EZ5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5137+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5137 EZ5137 HISTORY - Date Condition Report By EZ5137 HISTORY - 1957 FIRST OBSERVED CGS EZ5137 HISTORY - 1985 GOOD USPSQD EZ5137 HISTORY - 1988 GOOD USPSQD EZ5137 HISTORY - 20040329 GOOD USPSQD EZ5137 HISTORY - 20050724 GOOD USPSQD EZ5137 EZ5137 STATION DESCRIPTION EZ5137 EZ5137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5137'STATION IS LOCATED ALONG WEST EDENTON STREET AND JUST EZ5137'NORTHWEST OF THE NORTHWEST CORNER OF CAPITOL SQUARE. STATION EZ5137'IS LOCATED ON THE EAST END OF CHURCH BUILDING, PAINTED BROWN EZ5137'AND WHITE AND IS ABOUT 90 FEET HIGH. THE POINT INTERSECTED EZ5137'WAS THE TOP OF SPIRE. EZ5137 EZ5137 STATION RECOVERY (1985) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5137'STATION FOUND GOOD. EZ5137'VISITED SITE. EZ5137'VERIFIED EXISTENCE. EZ5137 EZ5137 STATION RECOVERY (1988) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5137'RECOVERED IN GOOD CONDITION. EZ5137 EZ5137 STATION RECOVERY (2004) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5137'RECOVERED IN GOOD CONDITION. EZ5137 EZ5137 STATION RECOVERY (2005) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5137'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AE7395 *********************************************************************** AE7395 DESIGNATION - RALEIGH BASE AE7395 PID - AE7395 AE7395 STATE/COUNTY- NC/WAKE AE7395 USGS QUAD - RALEIGH WEST (1988) AE7395 AE7395 *CURRENT SURVEY CONTROL AE7395 ___________________________________________________________________ AE7395* NAD 83(1986)- 35 47 12.85682(N) 078 38 19.42264(W) ADJUSTED AE7395* NAVD 88 - 175.9 (meters) 577. (feet) GPS OBS AE7395 ___________________________________________________________________ AE7395 LAPLACE CORR- -7.45 (seconds) DEFLEC99 AE7395 GEOID HEIGHT- -32.90 (meters) GEOID03 AE7395 AE7395 HORZ ORDER - FIRST AE7395 AE7395.The North Carolina/South Carolina HARNS have been completed but, AE7395.due to contractual restrictions, coordinates for these stations AE7395.will NOT be published in the near future. In the interim, the AE7395.published coordinates in North and South Carolina will not be AE7395.consistent with the Continuously Operating Reference Stations AE7395.(CORS). The HARN coordinates for these stations are available AE7395.upon request. Contact Gary Thompson(919-733-3836), or Lewis AE7395.Lapine(803-896-7700). AE7395. AE7395.In addition, the published North and South Carolina positions AE7395.(NAD 83 (1986)) are NOT consistent with those determined in AE7395.adjacent state readjustments. The discontinuity between stations AE7395.located in North or South Carolina and those in adjacent states AE7395.which have been adjusted to the HARN may be as much as 5 AE7395.decimeters. This will result in a significant loss of accuracy AE7395.over lines crossing such state borders. AE7395 AE7395 AE7395.The horizontal coordinates were established by GPS observations AE7395.and adjusted by the National Geodetic Survey in March 1998. AE7395 AE7395.The orthometric height was determined by GPS observations and a AE7395.high-resolution geoid model. AE7395 AE7395.The Laplace correction was computed from DEFLEC99 derived deflections. AE7395 AE7395.The geoid height was determined by GEOID03. AE7395 AE7395; North East Units Scale Factor Converg. AE7395;SPC NC - 226,017.234 642,259.384 MT 0.99991611 +0 12 30.7 AE7395;SPC NC - 741,524.88 2,107,146.00 sFT 0.99991611 +0 12 30.7 AE7395;UTM 17 - 3,962,885.840 713,406.106 MT 1.00016122 +1 22 52.8 AE7395 AE7395! - Elev Factor x Scale Factor = Combined Factor AE7395!SPC NC - 0.99997755 x 0.99991611 = 0.99989366 AE7395!UTM 17 - 0.99997755 x 1.00016122 = 1.00013876 AE7395 AE7395 SUPERSEDED SURVEY CONTROL AE7395 AE7395 NGVD 29 (03/10/98) 176.2 (m) 578. (f) GPS OBS AE7395 AE7395.Superseded values are not recommended for survey control. AE7395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7395.See file dsdata.txt to determine how the superseded data were derived. AE7395 AE7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1340662886(NAD 83) AE7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7395+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 AE7395 AE7395 HISTORY - Date Condition Report By AE7395 HISTORY - 1993 FIRST OBSERVED NCGS AE7395 HISTORY - 20040613 GOOD USPSQD AE7395 HISTORY - 20050724 GOOD USPSQD AE7395 AE7395 STATION DESCRIPTION AE7395 AE7395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (GWT) AE7395'STATION IS LOCATED IN DOWNTOWN RALEIGH. AT THE CORNER OF NORTH AE7395'SALISBURY AND PEACE STREETS, ON THE ROOF OF THE STATE GOVERNMENT AE7395'ARCHDALE BUILDING. THE STATION IS THE PHASE CENTER OF THE GEODETIC GPS AE7395'ANTENNA MOUNTED ON A 5-FOOT STEEL POST ANCHORED TO THE CONCRETE ROOF AE7395'AT THE NORTHEAST CORNER OF THE ABANDONED HELICOPTER LANDING PAD. AE7395 AE7395 STATION RECOVERY (2004) AE7395 AE7395'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) AE7395'RECOVERED IN GOOD CONDITION. AE7395 AE7395 STATION RECOVERY (2005) AE7395 AE7395'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) AE7395'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6596 *********************************************************************** EZ6596 DESIGNATION - RALEIGH FAIRGROUNDS TANK EZ6596 PID - EZ6596 EZ6596 STATE/COUNTY- NC/WAKE EZ6596 USGS QUAD - RALEIGH WEST (1988) EZ6596 EZ6596 *CURRENT SURVEY CONTROL EZ6596 ___________________________________________________________________ EZ6596* NAD 83(1986)- 35 47 49.32550(N) 078 42 26.29106(W) ADJUSTED EZ6596* NAVD 88 - EZ6596 ___________________________________________________________________ EZ6596 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ6596 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ6596 EZ6596 HORZ ORDER - THIRD EZ6596 EZ6596.The North Carolina/South Carolina HARNS have been completed but, EZ6596.due to contractual restrictions, coordinates for these stations EZ6596.will NOT be published in the near future. In the interim, the EZ6596.published coordinates in North and South Carolina will not be EZ6596.consistent with the Continuously Operating Reference Stations EZ6596.(CORS). The HARN coordinates for these stations are available EZ6596.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6596.Lapine(803-896-7700). EZ6596. EZ6596.In addition, the published North and South Carolina positions EZ6596.(NAD 83 (1986)) are NOT consistent with those determined in EZ6596.adjacent state readjustments. The discontinuity between stations EZ6596.located in North or South Carolina and those in adjacent states EZ6596.which have been adjusted to the HARN may be as much as 5 EZ6596.decimeters. This will result in a significant loss of accuracy EZ6596.over lines crossing such state borders. EZ6596 EZ6596 EZ6596.The horizontal coordinates were established by classical geodetic methods EZ6596.and adjusted by the National Geodetic Survey in December 1992. EZ6596 EZ6596 EZ6596.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6596 EZ6596.The geoid height was determined by GEOID03. EZ6596 EZ6596; North East Units Scale Factor Converg. EZ6596;SPC NC - 227,120.714 636,057.098 MT 0.99991777 +0 10 08.2 EZ6596;SPC NC - 745,145.21 2,086,797.33 sFT 0.99991777 +0 10 08.2 EZ6596;UTM 17 - 3,963,862.375 707,181.116 MT 1.00012896 +1 20 29.4 EZ6596 EZ6596 SUPERSEDED SURVEY CONTROL EZ6596 EZ6596.No superseded survey control is available for this station. EZ6596 EZ6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0718163862(NAD 83) EZ6596_MARKER: 53 = ELEVATED TANK EZ6596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6596+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6596 EZ6596 HISTORY - Date Condition Report By EZ6596 HISTORY - 1984 FIRST OBSERVED NCGS EZ6596 HISTORY - 19860615 GOOD NCGS EZ6596 HISTORY - 20030307 GOOD USPSQD EZ6596 HISTORY - 20040329 GOOD USPSQD EZ6596 HISTORY - 20050724 GOOD USPSQD EZ6596 EZ6596 STATION DESCRIPTION EZ6596 EZ6596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6596'THE STATION, RALEIGH FAIRGROUNDS TANK, IS LOCATED ABOUT 6.1 KM (3.8 EZ6596'MI) NORTHWEST OF THE CAPITOL SQUARE IN RALEIGH. EZ6596' EZ6596'ALONG BLUE RIDGE ROAD FOR 0.3 KM (0.2 MI) NORTH FROM HILLSBOROUGH EZ6596'STREET, ABOUT 250 FT EAST OF THE ROAD. EZ6596' EZ6596'THE LANDMARK IS ABOUT 150 FT TALL, SUPPORTED BY 12 LEGS, PAINTED EZ6596'GREY, AND DIRECTLY ACROSS FROM GATE 11 ENTRANCE TO THE FAIRGROUNDS. EZ6596' EZ6596'POINT INTERSECTED WAS THE CAP ON TOP. EZ6596 EZ6596 STATION RECOVERY (1986) EZ6596 EZ6596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ6596'RECOVERED AS DESCRIBED. EZ6596 EZ6596 STATION RECOVERY (2003) EZ6596 EZ6596'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6596'RECOVERED IN GOOD CONDITION. EZ6596 EZ6596 STATION RECOVERY (2004) EZ6596 EZ6596'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6596'RECOVERED IN GOOD CONDITION. EZ6596 EZ6596 STATION RECOVERY (2005) EZ6596 EZ6596'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6596'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6601 *********************************************************************** EZ6601 DESIGNATION - RALEIGH HWY PATROL RAD MAST EZ6601 PID - EZ6601 EZ6601 STATE/COUNTY- NC/WAKE EZ6601 USGS QUAD - RALEIGH WEST (1988) EZ6601 EZ6601 *CURRENT SURVEY CONTROL EZ6601 ___________________________________________________________________ EZ6601* NAD 83(1986)- 35 47 57.78107(N) 078 42 20.12552(W) ADJUSTED EZ6601* NAVD 88 - EZ6601 ___________________________________________________________________ EZ6601 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ6601 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ6601 EZ6601 HORZ ORDER - THIRD EZ6601 EZ6601.The North Carolina/South Carolina HARNS have been completed but, EZ6601.due to contractual restrictions, coordinates for these stations EZ6601.will NOT be published in the near future. In the interim, the EZ6601.published coordinates in North and South Carolina will not be EZ6601.consistent with the Continuously Operating Reference Stations EZ6601.(CORS). The HARN coordinates for these stations are available EZ6601.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6601.Lapine(803-896-7700). EZ6601. EZ6601.In addition, the published North and South Carolina positions EZ6601.(NAD 83 (1986)) are NOT consistent with those determined in EZ6601.adjacent state readjustments. The discontinuity between stations EZ6601.located in North or South Carolina and those in adjacent states EZ6601.which have been adjusted to the HARN may be as much as 5 EZ6601.decimeters. This will result in a significant loss of accuracy EZ6601.over lines crossing such state borders. EZ6601 EZ6601 EZ6601.The horizontal coordinates were established by classical geodetic methods EZ6601.and adjusted by the National Geodetic Survey in December 1992. EZ6601 EZ6601 EZ6601.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6601 EZ6601.The geoid height was determined by GEOID03. EZ6601 EZ6601; North East Units Scale Factor Converg. EZ6601;SPC NC - 227,381.757 636,211.125 MT 0.99991816 +0 10 11.7 EZ6601;SPC NC - 746,001.65 2,087,302.67 sFT 0.99991816 +0 10 11.7 EZ6601;UTM 17 - 3,964,126.572 707,329.800 MT 1.00012971 +1 20 33.3 EZ6601 EZ6601 SUPERSEDED SURVEY CONTROL EZ6601 EZ6601.No superseded survey control is available for this station. EZ6601 EZ6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0733064127(NAD 83) EZ6601_MARKER: 41 = ANTENNA MAST EZ6601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6601+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6601 EZ6601 HISTORY - Date Condition Report By EZ6601 HISTORY - UNK FIRST OBSERVED EZ6601 HISTORY - 1984 GOOD NCGS EZ6601 HISTORY - 20030307 GOOD USPSQD EZ6601 HISTORY - 20040521 GOOD USPSQD EZ6601 HISTORY - 20040606 GOOD USPSQD EZ6601 HISTORY - 20040609 GOOD USPSQD EZ6601 HISTORY - 20050724 GOOD USPSQD EZ6601 EZ6601 STATION DESCRIPTION EZ6601 EZ6601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6601'THE STATION WAS RECOVERED AT THIS DATE. EZ6601'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ6601' EZ6601'NCGS EZ6601 EZ6601 STATION RECOVERY (2003) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2004) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2004) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2004) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2005) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6601'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5143 *********************************************************************** EZ5143 DESIGNATION - RALEIGH INS BUILDING FLAGSTAFF EZ5143 PID - EZ5143 EZ5143 STATE/COUNTY- NC/WAKE EZ5143 USGS QUAD - RALEIGH WEST (1988) EZ5143 EZ5143 *CURRENT SURVEY CONTROL EZ5143 ___________________________________________________________________ EZ5143* NAD 83(1986)- 35 46 33.06983(N) 078 38 22.53056(W) ADJUSTED EZ5143* NAVD 88 - -0. (meters) -0. (feet) SCALED EZ5143 ___________________________________________________________________ EZ5143 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ5143 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5143 EZ5143 HORZ ORDER - THIRD EZ5143 EZ5143.The North Carolina/South Carolina HARNS have been completed but, EZ5143.due to contractual restrictions, coordinates for these stations EZ5143.will NOT be published in the near future. In the interim, the EZ5143.published coordinates in North and South Carolina will not be EZ5143.consistent with the Continuously Operating Reference Stations EZ5143.(CORS). The HARN coordinates for these stations are available EZ5143.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5143.Lapine(803-896-7700). EZ5143. EZ5143.In addition, the published North and South Carolina positions EZ5143.(NAD 83 (1986)) are NOT consistent with those determined in EZ5143.adjacent state readjustments. The discontinuity between stations EZ5143.located in North or South Carolina and those in adjacent states EZ5143.which have been adjusted to the HARN may be as much as 5 EZ5143.decimeters. This will result in a significant loss of accuracy EZ5143.over lines crossing such state borders. EZ5143 EZ5143 EZ5143.The horizontal coordinates were established by classical geodetic methods EZ5143.and adjusted by the National Geodetic Survey in July 1986. EZ5143 EZ5143.The orthometric height was scaled from a topographic map. EZ5143 EZ5143.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5143 EZ5143.The geoid height was determined by GEOID03. EZ5143 EZ5143; North East Units Scale Factor Converg. EZ5143;SPC NC - 224,790.795 642,185.795 MT 0.99991433 +0 12 28.9 EZ5143;SPC NC - 737,501.13 2,106,904.56 sFT 0.99991433 +0 12 28.9 EZ5143;UTM 17 - 3,961,657.850 713,357.619 MT 1.00016097 +1 22 49.6 EZ5143 EZ5143! - Elev Factor x Scale Factor = Combined Factor EZ5143!SPC NC - 1.00000521 x 0.99991433 = 0.99991954 EZ5143!UTM 17 - 1.00000521 x 1.00016097 = 1.00016618 EZ5143 EZ5143 SUPERSEDED SURVEY CONTROL EZ5143 EZ5143 NAD 27 - 35 46 32.52700(N) 078 38 23.51700(W) AD( ) 3 EZ5143 EZ5143.Superseded values are not recommended for survey control. EZ5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5143.See file dsdata.txt to determine how the superseded data were derived. EZ5143 EZ5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1335861658(NAD 83) EZ5143_MARKER: 83 = FLAGSTAFF EZ5143_MARK LOGO: CGS EZ5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5143+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5143 EZ5143 HISTORY - Date Condition Report By EZ5143 HISTORY - 1957 FIRST OBSERVED CGS EZ5143 HISTORY - 1957 GOOD CGS EZ5143 HISTORY - 19880101 GOOD NCGS EZ5143 HISTORY - 20040329 GOOD USPSQD EZ5143 HISTORY - 20050724 GOOD USPSQD EZ5143 EZ5143 STATION DESCRIPTION EZ5143 EZ5143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5143'STATION IS LOCATED IN THE APPROXIMATE CENTER OF RALEIGH ALONG EZ5143'FAYETTEVILLE STREET ON THE TALLEST BUILDING IN THE EZ5143'CITY. STATION IS ABOUT 240 FEET HIGH, WHICH INCLUDES THE EZ5143'17 STORY BUILDING ON WHICH IT IS MOUNTED. EZ5143' EZ5143'THE POINT INTERSECTED WAS THE TOP OF STAFF. EZ5143 EZ5143 STATION RECOVERY (1957) EZ5143 EZ5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5143'RECOVERED IN GOOD CONDITION. EZ5143 EZ5143 STATION RECOVERY (1988) EZ5143 EZ5143'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ5143'STATION IS LOCATED IN THE APPROXIMATE CENTER OF RALEIGH ALONG EZ5143'FAYETTEVILLE STREET ON THE TALLEST BUILDING IN THE EZ5143'CITY. STATION IS ABOUT 240 FEET HIGH, WHICH INCLUDES THE EZ5143'17 STORY BUILDING ON WHICH IT IS MOUNTED. EZ5143'THE POINT INTERSECTED WAS THE TOP OF STAFF. EZ5143'NOTE THE FOLLOWING CORRECTIONS. EZ5143'FAYETTEVILLE STREET IS NOW A MALL AREA. THE INSURANCE BUILDING IS NO EZ5143'LONGER THE TALLEST BUILDING IN THE CITY. EZ5143 EZ5143 STATION RECOVERY (2004) EZ5143 EZ5143'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5143'RECOVERED IN GOOD CONDITION. EZ5143 EZ5143 STATION RECOVERY (2005) EZ5143 EZ5143'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5143'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5146 *********************************************************************** EZ5146 DESIGNATION - RALEIGH MEREDITH COLL TALL STK EZ5146 PID - EZ5146 EZ5146 STATE/COUNTY- NC/WAKE EZ5146 USGS QUAD - RALEIGH WEST (1988) EZ5146 EZ5146 *CURRENT SURVEY CONTROL EZ5146 ___________________________________________________________________ EZ5146* NAD 83(1986)- 35 48 00.42760(N) 078 41 17.74209(W) ADJUSTED EZ5146* NAVD 88 - EZ5146 ___________________________________________________________________ EZ5146 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ5146 GEOID HEIGHT- -32.65 (meters) GEOID03 EZ5146 EZ5146 HORZ ORDER - THIRD EZ5146 EZ5146.The North Carolina/South Carolina HARNS have been completed but, EZ5146.due to contractual restrictions, coordinates for these stations EZ5146.will NOT be published in the near future. In the interim, the EZ5146.published coordinates in North and South Carolina will not be EZ5146.consistent with the Continuously Operating Reference Stations EZ5146.(CORS). The HARN coordinates for these stations are available EZ5146.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5146.Lapine(803-896-7700). EZ5146. EZ5146.In addition, the published North and South Carolina positions EZ5146.(NAD 83 (1986)) are NOT consistent with those determined in EZ5146.adjacent state readjustments. The discontinuity between stations EZ5146.located in North or South Carolina and those in adjacent states EZ5146.which have been adjusted to the HARN may be as much as 5 EZ5146.decimeters. This will result in a significant loss of accuracy EZ5146.over lines crossing such state borders. EZ5146 EZ5146 EZ5146.The horizontal coordinates were established by classical geodetic methods EZ5146.and adjusted by the National Geodetic Survey in July 1986. EZ5146 EZ5146 EZ5146.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5146 EZ5146.The geoid height was determined by GEOID03. EZ5146 EZ5146; North East Units Scale Factor Converg. EZ5146;SPC NC - 227,468.101 637,777.104 MT 0.99991829 +0 10 47.7 EZ5146;SPC NC - 746,284.93 2,092,440.38 sFT 0.99991829 +0 10 47.7 EZ5146;UTM 17 - 3,964,244.974 708,894.020 MT 1.00013774 +1 21 09.9 EZ5146 EZ5146 SUPERSEDED SURVEY CONTROL EZ5146 EZ5146 NAD 27 - 35 47 59.88900(N) 078 41 18.73000(W) AD( ) 3 EZ5146 EZ5146.Superseded values are not recommended for survey control. EZ5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5146.See file dsdata.txt to determine how the superseded data were derived. EZ5146 EZ5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0889464245(NAD 83) EZ5146_MARKER: 63 = STACK EZ5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5146+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5146 EZ5146 HISTORY - Date Condition Report By EZ5146 HISTORY - 1933 FIRST OBSERVED CGS EZ5146 HISTORY - 1957 GOOD CGS EZ5146 HISTORY - 1985 GOOD USPSQD EZ5146 HISTORY - 20030307 GOOD USPSQD EZ5146 HISTORY - 20040329 GOOD USPSQD EZ5146 HISTORY - 20050724 GOOD USPSQD EZ5146 EZ5146 STATION DESCRIPTION EZ5146 EZ5146'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VES) EZ5146'THE STATION WAS RECOVERED IN GOOD CONDITION. SCHOOL AUTHORITIES SAY EZ5146'THE STACK IS ESSENTIALLY THE SAME AS WHEN BUILT. THE STATION HAS EZ5146'NOT BEEN DESCRIBED, A PRESENT DAY DESCRIPTION FOLLOWS-- EZ5146' EZ5146'THE STATION IS LOCATED IMMEDIATELY WEST OF RALEIGH, N.C., ABOUT 1 MI EZ5146'EAST OF THE FAIR GROUNDS, ON THE PREMISES OF MEREDITH COLLEGE, AT EZ5146'THE N END OF THE SCHOOL CAFETERIA AND POWERHOUSE. EZ5146 EZ5146 STATION RECOVERY (1985) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5146'RECOVERED IN GOOD CONDITION. EZ5146 EZ5146 STATION RECOVERY (2003) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5146'RECOVERED IN GOOD CONDITION. EZ5146 EZ5146 STATION RECOVERY (2004) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5146'RECOVERED IN GOOD CONDITION. EZ5146 EZ5146 STATION RECOVERY (2005) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5146'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6597 *********************************************************************** EZ6597 DESIGNATION - RALEIGH NC EQPT CO RADIO MAST EZ6597 PID - EZ6597 EZ6597 STATE/COUNTY- NC/WAKE EZ6597 USGS QUAD - RALEIGH WEST (1988) EZ6597 EZ6597 *CURRENT SURVEY CONTROL EZ6597 ___________________________________________________________________ EZ6597* NAD 83(1986)- 35 47 21.08963(N) 078 40 44.50726(W) ADJUSTED EZ6597* NAVD 88 - EZ6597 ___________________________________________________________________ EZ6597 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ6597 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6597 EZ6597 HORZ ORDER - THIRD EZ6597 EZ6597.The North Carolina/South Carolina HARNS have been completed but, EZ6597.due to contractual restrictions, coordinates for these stations EZ6597.will NOT be published in the near future. In the interim, the EZ6597.published coordinates in North and South Carolina will not be EZ6597.consistent with the Continuously Operating Reference Stations EZ6597.(CORS). The HARN coordinates for these stations are available EZ6597.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6597.Lapine(803-896-7700). EZ6597. EZ6597.In addition, the published North and South Carolina positions EZ6597.(NAD 83 (1986)) are NOT consistent with those determined in EZ6597.adjacent state readjustments. The discontinuity between stations EZ6597.located in North or South Carolina and those in adjacent states EZ6597.which have been adjusted to the HARN may be as much as 5 EZ6597.decimeters. This will result in a significant loss of accuracy EZ6597.over lines crossing such state borders. EZ6597 EZ6597 EZ6597.The horizontal coordinates were established by classical geodetic methods EZ6597.and adjusted by the National Geodetic Survey in December 1992. EZ6597 EZ6597 EZ6597.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6597 EZ6597.The geoid height was determined by GEOID03. EZ6597 EZ6597; North East Units Scale Factor Converg. EZ6597;SPC NC - 226,258.435 638,615.428 MT 0.99991648 +0 11 06.9 EZ6597;SPC NC - 742,316.22 2,095,190.78 sFT 0.99991648 +0 11 06.9 EZ6597;UTM 17 - 3,963,052.453 709,757.118 MT 1.00014219 +1 21 28.1 EZ6597 EZ6597 SUPERSEDED SURVEY CONTROL EZ6597 EZ6597.No superseded survey control is available for this station. EZ6597 EZ6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0975763052(NAD 83) EZ6597_MARKER: 42 = RADIO/TV MAST EZ6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6597+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6597 EZ6597 HISTORY - Date Condition Report By EZ6597 HISTORY - 1984 FIRST OBSERVED NCGS EZ6597 HISTORY - 20030307 GOOD USPSQD EZ6597 HISTORY - 20040329 GOOD USPSQD EZ6597 HISTORY - 20050724 GOOD USPSQD EZ6597 EZ6597 STATION DESCRIPTION EZ6597 EZ6597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6597'THE STATION, RALEIGH NORTH CAROLINA EQUIPMENT COMPANY RADIO MAST, IS EZ6597'LOCATED ABOUT 3.5 KM (2.2 MI) WEST OF THE CAPITOL SQUARE IN RALEIGH. EZ6597' EZ6597'ALONG HILLSBOROUGH STREET FOR 1.6 KM (1.0 MI) EAST OF THE US 1 AND EZ6597'US 64 BYPASS, AT THE SOUTHWEST CORNER OF THE NORTH CAROLINA EZ6597'EQUIPMENT COMPANY BUILDING SITE. EZ6597' EZ6597'THE LANDMARK IS A 300 FT TOWER PAINTED ALTERNATELY RED AND WHITE, EZ6597'WITH A RED LIGHT ON TOP. EZ6597' EZ6597'POINT INTERSECTED WAS THE RED LIGHT ON TOP. EZ6597 EZ6597 STATION RECOVERY (2003) EZ6597 EZ6597'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6597'RECOVERED IN GOOD CONDITION. EZ6597 EZ6597 STATION RECOVERY (2004) EZ6597 EZ6597'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6597'RECOVERED IN GOOD CONDITION. EZ6597 EZ6597 STATION RECOVERY (2005) EZ6597 EZ6597'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6597'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5149 *********************************************************************** EZ5149 DESIGNATION - RALEIGH NC STATE COLL STACK EZ5149 PID - EZ5149 EZ5149 STATE/COUNTY- NC/WAKE EZ5149 USGS QUAD - RALEIGH WEST (1988) EZ5149 EZ5149 *CURRENT SURVEY CONTROL EZ5149 ___________________________________________________________________ EZ5149* NAD 83(1986)- 35 47 04.47539(N) 078 40 04.11292(W) ADJUSTED EZ5149* NAVD 88 - EZ5149 ___________________________________________________________________ EZ5149 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ5149 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ5149 EZ5149 HORZ ORDER - THIRD EZ5149 EZ5149.The North Carolina/South Carolina HARNS have been completed but, EZ5149.due to contractual restrictions, coordinates for these stations EZ5149.will NOT be published in the near future. In the interim, the EZ5149.published coordinates in North and South Carolina will not be EZ5149.consistent with the Continuously Operating Reference Stations EZ5149.(CORS). The HARN coordinates for these stations are available EZ5149.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5149.Lapine(803-896-7700). EZ5149. EZ5149.In addition, the published North and South Carolina positions EZ5149.(NAD 83 (1986)) are NOT consistent with those determined in EZ5149.adjacent state readjustments. The discontinuity between stations EZ5149.located in North or South Carolina and those in adjacent states EZ5149.which have been adjusted to the HARN may be as much as 5 EZ5149.decimeters. This will result in a significant loss of accuracy EZ5149.over lines crossing such state borders. EZ5149 EZ5149 EZ5149.The horizontal coordinates were established by classical geodetic methods EZ5149.and adjusted by the National Geodetic Survey in July 1986. EZ5149 EZ5149 EZ5149.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5149 EZ5149.The geoid height was determined by GEOID03. EZ5149 EZ5149; North East Units Scale Factor Converg. EZ5149;SPC NC - 225,749.753 639,631.432 MT 0.99991573 +0 11 30.2 EZ5149;SPC NC - 740,647.31 2,098,524.12 sFT 0.99991573 +0 11 30.2 EZ5149;UTM 17 - 3,962,564.556 710,783.553 MT 1.00014751 +1 21 51.2 EZ5149 EZ5149 SUPERSEDED SURVEY CONTROL EZ5149 EZ5149 NAD 27 - 35 47 03.93100(N) 078 40 05.09700(W) AD( ) 3 EZ5149 EZ5149.Superseded values are not recommended for survey control. EZ5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5149.See file dsdata.txt to determine how the superseded data were derived. EZ5149 EZ5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1078462565(NAD 83) EZ5149_MARKER: 63 = STACK EZ5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5149+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5149 EZ5149 HISTORY - Date Condition Report By EZ5149 HISTORY - 1933 FIRST OBSERVED CGS EZ5149 HISTORY - 1985 GOOD USPSQD EZ5149 HISTORY - 20030307 GOOD USPSQD EZ5149 HISTORY - 20040329 GOOD USPSQD EZ5149 HISTORY - 20050724 GOOD USPSQD EZ5149 EZ5149 STATION DESCRIPTION EZ5149 EZ5149'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6598 *********************************************************************** EZ6598 DESIGNATION - RALEIGH NCSU RADIO STA TWR EZ6598 PID - EZ6598 EZ6598 STATE/COUNTY- NC/WAKE EZ6598 USGS QUAD - RALEIGH WEST (1988) EZ6598 EZ6598 *CURRENT SURVEY CONTROL EZ6598 ___________________________________________________________________ EZ6598* NAD 83(1986)- 35 47 15.48300(N) 078 40 12.55859(W) ADJUSTED EZ6598* NAVD 88 - EZ6598 ___________________________________________________________________ EZ6598 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ6598 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ6598 EZ6598 HORZ ORDER - THIRD EZ6598 EZ6598.The North Carolina/South Carolina HARNS have been completed but, EZ6598.due to contractual restrictions, coordinates for these stations EZ6598.will NOT be published in the near future. In the interim, the EZ6598.published coordinates in North and South Carolina will not be EZ6598.consistent with the Continuously Operating Reference Stations EZ6598.(CORS). The HARN coordinates for these stations are available EZ6598.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6598.Lapine(803-896-7700). EZ6598. EZ6598.In addition, the published North and South Carolina positions EZ6598.(NAD 83 (1986)) are NOT consistent with those determined in EZ6598.adjacent state readjustments. The discontinuity between stations EZ6598.located in North or South Carolina and those in adjacent states EZ6598.which have been adjusted to the HARN may be as much as 5 EZ6598.decimeters. This will result in a significant loss of accuracy EZ6598.over lines crossing such state borders. EZ6598 EZ6598 EZ6598.The horizontal coordinates were established by classical geodetic methods EZ6598.and adjusted by the National Geodetic Survey in December 1992. EZ6598 EZ6598 EZ6598.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6598 EZ6598.The geoid height was determined by GEOID03. EZ6598 EZ6598; North East Units Scale Factor Converg. EZ6598;SPC NC - 226,088.279 639,418.225 MT 0.99991623 +0 11 25.4 EZ6598;SPC NC - 741,757.96 2,097,824.63 sFT 0.99991623 +0 11 25.4 EZ6598;UTM 17 - 3,962,898.726 710,563.412 MT 1.00014637 +1 21 46.6 EZ6598 EZ6598 SUPERSEDED SURVEY CONTROL EZ6598 EZ6598.No superseded survey control is available for this station. EZ6598 EZ6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1056362899(NAD 83) EZ6598_MARKER: 55 = TOWER EZ6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6598+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6598 EZ6598 HISTORY - Date Condition Report By EZ6598 HISTORY - 1984 FIRST OBSERVED NCGS EZ6598 HISTORY - 20030307 GOOD USPSQD EZ6598 HISTORY - 20040520 GOOD USPSQD EZ6598 HISTORY - 20040606 GOOD USPSQD EZ6598 HISTORY - 20050724 GOOD USPSQD EZ6598 EZ6598 STATION DESCRIPTION EZ6598 EZ6598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6598'THE STATION, RALEIGH NORTH CAROLINA STATE UNIVERSITY RADIO STATION EZ6598'TOWER, IS LOCATED ABOUT 2.8 KM (1.8 MI) WEST OF THE CAPITOL SQUARE EZ6598'IN RALEIGH ON THE CAMPUS OF THE UNIVERSITY. EZ6598' EZ6598'LOCATED ON THE TOP OF THE D.H. HILL LIBRARY BUILDING, SOUTH OF EZ6598'HILLSBOROUGH STREET. EZ6598' EZ6598'THE LANDMARK IS ABOUT 10 METERS TALL (ABOVE THE ROOF), PAINTED RED EZ6598'AND WHITE WITH A RED LIGHT ON TOP. EZ6598' EZ6598'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP. EZ6598 EZ6598 STATION RECOVERY (2003) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6598'RECOVERED IN GOOD CONDITION. EZ6598 EZ6598 STATION RECOVERY (2004) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6598'RECOVERED IN GOOD CONDITION. EZ6598 EZ6598 STATION RECOVERY (2004) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6598'RECOVERED IN GOOD CONDITION. EZ6598 EZ6598 STATION RECOVERY (2005) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6598'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6595 *********************************************************************** EZ6595 DESIGNATION - RALEIGH PWR AND LT CO MAST EZ6595 PID - EZ6595 EZ6595 STATE/COUNTY- NC/WAKE EZ6595 USGS QUAD - RALEIGH WEST (1988) EZ6595 EZ6595 *CURRENT SURVEY CONTROL EZ6595 ___________________________________________________________________ EZ6595* NAD 83(1986)- 35 47 30.99680(N) 078 40 57.91794(W) ADJUSTED EZ6595* NAVD 88 - EZ6595 ___________________________________________________________________ EZ6595 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ6595 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6595 EZ6595 HORZ ORDER - THIRD EZ6595 EZ6595.The North Carolina/South Carolina HARNS have been completed but, EZ6595.due to contractual restrictions, coordinates for these stations EZ6595.will NOT be published in the near future. In the interim, the EZ6595.published coordinates in North and South Carolina will not be EZ6595.consistent with the Continuously Operating Reference Stations EZ6595.(CORS). The HARN coordinates for these stations are available EZ6595.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6595.Lapine(803-896-7700). EZ6595. EZ6595.In addition, the published North and South Carolina positions EZ6595.(NAD 83 (1986)) are NOT consistent with those determined in EZ6595.adjacent state readjustments. The discontinuity between stations EZ6595.located in North or South Carolina and those in adjacent states EZ6595.which have been adjusted to the HARN may be as much as 5 EZ6595.decimeters. This will result in a significant loss of accuracy EZ6595.over lines crossing such state borders. EZ6595 EZ6595 EZ6595.The horizontal coordinates were established by classical geodetic methods EZ6595.and adjusted by the National Geodetic Survey in December 1992. EZ6595 EZ6595 EZ6595.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6595 EZ6595.The geoid height was determined by GEOID03. EZ6595 EZ6595; North East Units Scale Factor Converg. EZ6595;SPC NC - 226,562.673 638,277.714 MT 0.99991693 +0 10 59.2 EZ6595;SPC NC - 743,314.37 2,094,082.80 sFT 0.99991693 +0 10 59.2 EZ6595;UTM 17 - 3,963,349.783 709,413.171 MT 1.00014042 +1 21 20.6 EZ6595 EZ6595 SUPERSEDED SURVEY CONTROL EZ6595 EZ6595.No superseded survey control is available for this station. EZ6595 EZ6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0941363350(NAD 83) EZ6595_MARKER: 42 = RADIO/TV MAST EZ6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6595+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6595 EZ6595 HISTORY - Date Condition Report By EZ6595 HISTORY - UNK FIRST OBSERVED EZ6595 HISTORY - 1984 GOOD NCGS EZ6595 HISTORY - 20030307 GOOD USPSQD EZ6595 HISTORY - 20040329 GOOD USPSQD EZ6595 HISTORY - 20050724 GOOD USPSQD EZ6595 EZ6595 STATION DESCRIPTION EZ6595 EZ6595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6595'THE STATION WAS RECOVERED AT THIS DATE. EZ6595' EZ6595'THIS STRUCTURE IS IN FACT A TOWER ON LEGS. EZ6595 EZ6595 STATION RECOVERY (2003) EZ6595 EZ6595'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6595'RECOVERED IN GOOD CONDITION. EZ6595 EZ6595 STATION RECOVERY (2004) EZ6595 EZ6595'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6595'RECOVERED IN GOOD CONDITION. EZ6595 EZ6595 STATION RECOVERY (2005) EZ6595 EZ6595'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5151 *********************************************************************** EZ5151 DESIGNATION - RALEIGH RADIO STA WLLE MAST EZ5151 PID - EZ5151 EZ5151 STATE/COUNTY- NC/WAKE EZ5151 USGS QUAD - RALEIGH WEST (1988) EZ5151 EZ5151 *CURRENT SURVEY CONTROL EZ5151 ___________________________________________________________________ EZ5151* NAD 83(1986)- 35 45 37.25459(N) 078 39 25.33350(W) ADJUSTED EZ5151* NAVD 88 - EZ5151 ___________________________________________________________________ EZ5151 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ5151 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ5151 EZ5151 HORZ ORDER - THIRD EZ5151 EZ5151.The North Carolina/South Carolina HARNS have been completed but, EZ5151.due to contractual restrictions, coordinates for these stations EZ5151.will NOT be published in the near future. In the interim, the EZ5151.published coordinates in North and South Carolina will not be EZ5151.consistent with the Continuously Operating Reference Stations EZ5151.(CORS). The HARN coordinates for these stations are available EZ5151.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5151.Lapine(803-896-7700). EZ5151. EZ5151.In addition, the published North and South Carolina positions EZ5151.(NAD 83 (1986)) are NOT consistent with those determined in EZ5151.adjacent state readjustments. The discontinuity between stations EZ5151.located in North or South Carolina and those in adjacent states EZ5151.which have been adjusted to the HARN may be as much as 5 EZ5151.decimeters. This will result in a significant loss of accuracy EZ5151.over lines crossing such state borders. EZ5151 EZ5151 EZ5151.The horizontal coordinates were established by classical geodetic methods EZ5151.and adjusted by the National Geodetic Survey in July 1986. EZ5151 EZ5151 EZ5151.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5151 EZ5151.The geoid height was determined by GEOID03. EZ5151 EZ5151; North East Units Scale Factor Converg. EZ5151;SPC NC - 223,065.099 640,614.515 MT 0.99991189 +0 11 52.6 EZ5151;SPC NC - 731,839.41 2,101,749.45 sFT 0.99991189 +0 11 52.6 EZ5151;UTM 17 - 3,959,899.945 711,821.593 MT 1.00015292 +1 22 11.0 EZ5151 EZ5151 SUPERSEDED SURVEY CONTROL EZ5151 EZ5151 NAD 27 - 35 45 36.70900(N) 078 39 26.31900(W) AD( ) 3 EZ5151 EZ5151.Superseded values are not recommended for survey control. EZ5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5151.See file dsdata.txt to determine how the superseded data were derived. EZ5151 EZ5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1182259900(NAD 83) EZ5151_MARKER: 42 = RADIO/TV MAST EZ5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5151+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5151 EZ5151 HISTORY - Date Condition Report By EZ5151 HISTORY - 1957 FIRST OBSERVED CGS EZ5151 HISTORY - 1984 GOOD NCGS EZ5151 HISTORY - 20040613 GOOD USPSQD EZ5151 HISTORY - 20050724 GOOD USPSQD EZ5151 EZ5151 STATION DESCRIPTION EZ5151 EZ5151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5151'STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF CENTER OF EZ5151'RALEIGH. STATION IS OF STEEL CONSTRUCTION, 240 FEET HIGH EZ5151'AND PAINTED RED AND WHITE. THE POINT INTERSECTED WAS THE EZ5151'LIGHT ATOP MAST. EZ5151 EZ5151 STATION RECOVERY (1984) EZ5151 EZ5151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5151'THE STATION, RALEIGH RADIO STATION WLLE MAST, IS LOCATED ABOUT EZ5151'2.7 KM (1.7 MI) SOUTHWEST OF THE CAPITOL SQUARE IN RALEIGH. EZ5151' EZ5151'PROCEED NORTHEAST ALONG LAKE WHEELER ROAD FROM THE OVERPASS OF I 40 EZ5151'FOR 0.4 MI TO MAYWOOD AVENUE, THENCE EAST ALONG MAYWOOD FOR 0.2 MI TO EZ5151'THE RADIO STATION AND THE MAST ON THE RIGHT. EZ5151' EZ5151'THE LANDMARK IS A MAST 283 FT TALL, TRIANGULAR-SHAPED, PAINTED EZ5151'ALTERNATELY RED AND WHITE, WITH POINT INTERSECTED BEING THE RED EZ5151'LIGHT ON TOP. EZ5151' EZ5151'THIS MAST COINCIDES WITH THE PUBLISHED POSITION OF--RALEIGH RADIO EZ5151'STA WMSN MAST--WHICH WAS POSITIONED IN 1957 (G-13211) AND IS LIKELY EZ5151'THE SAME MAST. EZ5151 EZ5151 STATION RECOVERY (2004) EZ5151 EZ5151'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ5151'RECOVERED IN GOOD CONDITION. EZ5151 EZ5151 STATION RECOVERY (2005) EZ5151 EZ5151'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5151'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5153 *********************************************************************** EZ5153 DESIGNATION - RALEIGH ST HWY PATROL RAD MAST EZ5153 PID - EZ5153 EZ5153 STATE/COUNTY- NC/WAKE EZ5153 USGS QUAD - RALEIGH WEST (1988) EZ5153 EZ5153 *CURRENT SURVEY CONTROL EZ5153 ___________________________________________________________________ EZ5153* NAD 83(1986)- 35 47 57.29962(N) 078 42 19.55397(W) ADJUSTED EZ5153* NAVD 88 - EZ5153 ___________________________________________________________________ EZ5153 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ5153 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ5153 EZ5153 HORZ ORDER - THIRD EZ5153 EZ5153.The North Carolina/South Carolina HARNS have been completed but, EZ5153.due to contractual restrictions, coordinates for these stations EZ5153.will NOT be published in the near future. In the interim, the EZ5153.published coordinates in North and South Carolina will not be EZ5153.consistent with the Continuously Operating Reference Stations EZ5153.(CORS). The HARN coordinates for these stations are available EZ5153.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5153.Lapine(803-896-7700). EZ5153. EZ5153.In addition, the published North and South Carolina positions EZ5153.(NAD 83 (1986)) are NOT consistent with those determined in EZ5153.adjacent state readjustments. The discontinuity between stations EZ5153.located in North or South Carolina and those in adjacent states EZ5153.which have been adjusted to the HARN may be as much as 5 EZ5153.decimeters. This will result in a significant loss of accuracy EZ5153.over lines crossing such state borders. EZ5153 EZ5153 EZ5153.The horizontal coordinates were established by classical geodetic methods EZ5153.and adjusted by the National Geodetic Survey in July 1986. EZ5153 EZ5153 EZ5153.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5153 EZ5153.The geoid height was determined by GEOID03. EZ5153 EZ5153; North East Units Scale Factor Converg. EZ5153;SPC NC - 227,366.963 636,225.519 MT 0.99991814 +0 10 12.1 EZ5153;SPC NC - 745,953.11 2,087,349.89 sFT 0.99991814 +0 10 12.1 EZ5153;UTM 17 - 3,964,112.072 707,344.496 MT 1.00012979 +1 20 33.6 EZ5153 EZ5153 SUPERSEDED SURVEY CONTROL EZ5153 EZ5153 NAD 27 - 35 47 56.76100(N) 078 42 20.53500(W) AD( ) 3 EZ5153 EZ5153.Superseded values are not recommended for survey control. EZ5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5153.See file dsdata.txt to determine how the superseded data were derived. EZ5153 EZ5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0734464112(NAD 83) EZ5153_MARKER: 42 = RADIO/TV MAST EZ5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5153+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5153 EZ5153 HISTORY - Date Condition Report By EZ5153 HISTORY - 1957 FIRST OBSERVED CGS EZ5153 HISTORY - 1985 GOOD USPSQD EZ5153 HISTORY - 1988 GOOD USPSQD EZ5153 HISTORY - 20030307 GOOD USPSQD EZ5153 HISTORY - 20030521 GOOD USPSQD EZ5153 HISTORY - 20040606 GOOD USPSQD EZ5153 HISTORY - 20040611 GOOD USPSQD EZ5153 HISTORY - 20050724 GOOD USPSQD EZ5153 EZ5153 STATION DESCRIPTION EZ5153 EZ5153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5153'STATION IS LOCATED NEAR THE FAIR GROUNDS AND AT THE STATE HIGHWAY EZ5153'PATROL STATION, WHICH IS ABOUT 4-1/2 MILES WEST OF RALEIGH. STATION EZ5153'IS OF STEEL CONSTRUCTION AND 180 FEET HIGH, PAINTED RED AND WHITE EZ5153'AND HAS A RED LIGHT AND SMALL ANTENNA ATOP MAST. THE POINT EZ5153'INTERSECTED WAS THE LIGHT ATOP MAST. EZ5153 EZ5153 STATION RECOVERY (1985) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5153'STATION FOUND GOOD. EZ5153'VISITED SITE - VERIFIED EXISTENCE. EZ5153 EZ5153 STATION RECOVERY (1988) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2003) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2003) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2003 EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2004) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2004) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2005) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5153'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5155 *********************************************************************** EZ5155 DESIGNATION - RALEIGH TV STATION WUNC MAST EZ5155 PID - EZ5155 EZ5155 STATE/COUNTY- NC/WAKE EZ5155 USGS QUAD - RALEIGH WEST (1988) EZ5155 EZ5155 *CURRENT SURVEY CONTROL EZ5155 ___________________________________________________________________ EZ5155* NAD 83(1986)- 35 47 03.22826(N) 078 41 05.90726(W) ADJUSTED EZ5155* NAVD 88 - EZ5155 ___________________________________________________________________ EZ5155 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ5155 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ5155 EZ5155 HORZ ORDER - THIRD EZ5155 EZ5155.The North Carolina/South Carolina HARNS have been completed but, EZ5155.due to contractual restrictions, coordinates for these stations EZ5155.will NOT be published in the near future. In the interim, the EZ5155.published coordinates in North and South Carolina will not be EZ5155.consistent with the Continuously Operating Reference Stations EZ5155.(CORS). The HARN coordinates for these stations are available EZ5155.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5155.Lapine(803-896-7700). EZ5155. EZ5155.In addition, the published North and South Carolina positions EZ5155.(NAD 83 (1986)) are NOT consistent with those determined in EZ5155.adjacent state readjustments. The discontinuity between stations EZ5155.located in North or South Carolina and those in adjacent states EZ5155.which have been adjusted to the HARN may be as much as 5 EZ5155.decimeters. This will result in a significant loss of accuracy EZ5155.over lines crossing such state borders. EZ5155 EZ5155 EZ5155.The horizontal coordinates were established by classical geodetic methods EZ5155.and adjusted by the National Geodetic Survey in July 1986. EZ5155 EZ5155 EZ5155.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5155 EZ5155.The geoid height was determined by GEOID03. EZ5155 EZ5155; North East Units Scale Factor Converg. EZ5155;SPC NC - 225,706.260 638,079.827 MT 0.99991567 +0 10 54.6 EZ5155;SPC NC - 740,504.62 2,093,433.57 sFT 0.99991567 +0 10 54.6 EZ5155;UTM 17 - 3,962,489.308 709,232.810 MT 1.00013949 +1 21 15.0 EZ5155 EZ5155 SUPERSEDED SURVEY CONTROL EZ5155 EZ5155 NAD 27 - 35 47 02.68439(N) 078 41 06.88578(W) AD( ) 3 EZ5155 EZ5155.Superseded values are not recommended for survey control. EZ5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5155.See file dsdata.txt to determine how the superseded data were derived. EZ5155 EZ5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0923362489(NAD 83) EZ5155_MARKER: 42 = RADIO/TV MAST EZ5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5155+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5155 EZ5155 HISTORY - Date Condition Report By EZ5155 HISTORY - 1957 FIRST OBSERVED NCGS EZ5155 HISTORY - 1984 GOOD NCGS EZ5155 HISTORY - 1985 GOOD USPSQD EZ5155 HISTORY - 1988 GOOD USPSQD EZ5155 HISTORY - 20030307 GOOD USPSQD EZ5155 HISTORY - 20040520 GOOD USPSQD EZ5155 HISTORY - 20040606 GOOD USPSQD EZ5155 HISTORY - 20050724 GOOD USPSQD EZ5155 EZ5155 STATION DESCRIPTION EZ5155 EZ5155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1957 (JCE) EZ5155'STATION IS LOCATED ALONG WESTERN BOULEVARD ABOUT 5 MILES EZ5155'WEST-SOUTHWEST OF THE CENTER OF RALEIGH. STATION IS OF STEEL EZ5155'CONSTRUCTION, 200 FEET HIGH, PAINTED RED AND WHITE AND EZ5155'BELONGS TO NORTH CAROLINA STATE COLLEGE. THE POINT INTERSECTED EZ5155'WAS THE LIGHT ATOP MAST. EZ5155 EZ5155 STATION RECOVERY (1984) EZ5155 EZ5155'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5155'THE STATION WAS RECOVERED AT THIS DATE. EZ5155'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ5155' EZ5155'NCGS EZ5155 EZ5155 STATION RECOVERY (1985) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (1988) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2003) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2004) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2004) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2005) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ5156 *********************************************************************** EZ5156 DESIGNATION - RALEIGH TV WRAL RELAY TOWER EZ5156 PID - EZ5156 EZ5156 STATE/COUNTY- NC/WAKE EZ5156 USGS QUAD - RALEIGH WEST (1988) EZ5156 EZ5156 *CURRENT SURVEY CONTROL EZ5156 ___________________________________________________________________ EZ5156* NAD 83(1986)- 35 46 46.32089(N) 078 40 28.98319(W) ADJUSTED EZ5156* NAVD 88 - -0. (meters) -0. (feet) SCALED EZ5156 ___________________________________________________________________ EZ5156 LAPLACE CORR- -7.05 (seconds) DEFLEC99 EZ5156 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ5156 EZ5156 HORZ ORDER - THIRD EZ5156 EZ5156.The North Carolina/South Carolina HARNS have been completed but, EZ5156.due to contractual restrictions, coordinates for these stations EZ5156.will NOT be published in the near future. In the interim, the EZ5156.published coordinates in North and South Carolina will not be EZ5156.consistent with the Continuously Operating Reference Stations EZ5156.(CORS). The HARN coordinates for these stations are available EZ5156.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5156.Lapine(803-896-7700). EZ5156. EZ5156.In addition, the published North and South Carolina positions EZ5156.(NAD 83 (1986)) are NOT consistent with those determined in EZ5156.adjacent state readjustments. The discontinuity between stations EZ5156.located in North or South Carolina and those in adjacent states EZ5156.which have been adjusted to the HARN may be as much as 5 EZ5156.decimeters. This will result in a significant loss of accuracy EZ5156.over lines crossing such state borders. EZ5156 EZ5156 EZ5156.The horizontal coordinates were established by classical geodetic methods EZ5156.and adjusted by the National Geodetic Survey in July 1986. EZ5156 EZ5156.The orthometric height was scaled from a topographic map. EZ5156 EZ5156.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5156 EZ5156.The geoid height was determined by GEOID03. EZ5156 EZ5156; North East Units Scale Factor Converg. EZ5156;SPC NC - 225,188.198 639,008.744 MT 0.99991492 +0 11 15.9 EZ5156;SPC NC - 738,804.95 2,096,481.19 sFT 0.99991492 +0 11 15.9 EZ5156;UTM 17 - 3,961,990.246 710,172.345 MT 1.00014434 +1 21 36.1 EZ5156 EZ5156! - Elev Factor x Scale Factor = Combined Factor EZ5156!SPC NC - 1.00000518 x 0.99991492 = 0.99992010 EZ5156!UTM 17 - 1.00000518 x 1.00014434 = 1.00014952 EZ5156 EZ5156 SUPERSEDED SURVEY CONTROL EZ5156 EZ5156 NAD 27 - 35 46 45.77800(N) 078 40 29.96800(W) AD( ) 3 EZ5156 EZ5156.Superseded values are not recommended for survey control. EZ5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5156.See file dsdata.txt to determine how the superseded data were derived. EZ5156 EZ5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1017261990(NAD 83) EZ5156_MARKER: 45 = MICROWAVE TOWER EZ5156_MARK LOGO: CGS EZ5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5156+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5156 EZ5156 HISTORY - Date Condition Report By EZ5156 HISTORY - 1957 FIRST OBSERVED CGS EZ5156 HISTORY - 1957 GOOD CGS EZ5156 HISTORY - 1984 GOOD NCGS EZ5156 HISTORY - 1985 GOOD USPSQD EZ5156 HISTORY - 1988 GOOD USPSQD EZ5156 HISTORY - 19880101 GOOD NCGS EZ5156 HISTORY - 20030307 GOOD USPSQD EZ5156 HISTORY - 20040329 GOOD USPSQD EZ5156 HISTORY - 20050724 GOOD USPSQD EZ5156 EZ5156 STATION DESCRIPTION EZ5156 EZ5156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5156'STATION IS LOCATED ALONG WESTERN BOULEVARD ABOUT 4.0 MILES EZ5156'SOUTHWEST OF THE CENTER OF RALEIGH. STATION IS OF STEEL EZ5156'CONSTRUCTION, 275 FEET HIGH, PAINTED RED AND WHITE. THIS EZ5156'STATION IS UNDER CONSTRUCTION AND THE PRESENT PLAN IS TO EZ5156'EXTEND THE HEIGHT OF TOWER. THE POINT INTERSECTED WAS THE EZ5156'LIGHT ATOP TOWER. EZ5156 EZ5156 STATION RECOVERY (1957) EZ5156 EZ5156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (1984) EZ5156 EZ5156'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5156'THE STATION WAS RECOVERED AT THIS DATE. EZ5156'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ5156' EZ5156'NCGS EZ5156 EZ5156 STATION RECOVERY (1985) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (1988) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (1988) EZ5156 EZ5156'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ5156'STATION IS LOCATED ALONG WESTERN BOULEVARD ABOUT 4.0 MILES EZ5156'SOUTHWEST OF THE CENTER OF RALEIGH. STATION IS OF STEEL EZ5156'CONSTRUCTION, 275 FEET HIGH, PAINTED RED AND WHITE. THIS EZ5156'STATION IS UNDER CONSTRUCTION AND THE PRESENT PLAN IS TO EZ5156'EXTEND THE HEIGHT OF TOWER. THE POINT INTERSECTED WAS THE EZ5156'LIGHT ATOP TOWER. EZ5156'DELETE THE STATEMENT ABOUT CONSTRUCTION AND EZ5156'PLANS TO EXTEND. EZ5156 EZ5156 STATION RECOVERY (2003) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (2004) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (2005) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5156'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6603 *********************************************************************** EZ6603 DESIGNATION - RAVENS EZ6603 PID - EZ6603 EZ6603 STATE/COUNTY- NC/WAKE EZ6603 USGS QUAD - BAYLEAF (1987) EZ6603 EZ6603 *CURRENT SURVEY CONTROL EZ6603 ___________________________________________________________________ EZ6603* NAD 83(1986)- 35 53 11.90077(N) 078 37 39.58870(W) ADJUSTED EZ6603* NAVD 88 - 136.9 (meters) 449. (feet) VERTCON EZ6603 ___________________________________________________________________ EZ6603 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ6603 GEOID HEIGHT- -32.68 (meters) GEOID03 EZ6603 EZ6603 HORZ ORDER - SECOND EZ6603 EZ6603.The North Carolina/South Carolina HARNS have been completed but, EZ6603.due to contractual restrictions, coordinates for these stations EZ6603.will NOT be published in the near future. In the interim, the EZ6603.published coordinates in North and South Carolina will not be EZ6603.consistent with the Continuously Operating Reference Stations EZ6603.(CORS). The HARN coordinates for these stations are available EZ6603.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6603.Lapine(803-896-7700). EZ6603. EZ6603.In addition, the published North and South Carolina positions EZ6603.(NAD 83 (1986)) are NOT consistent with those determined in EZ6603.adjacent state readjustments. The discontinuity between stations EZ6603.located in North or South Carolina and those in adjacent states EZ6603.which have been adjusted to the HARN may be as much as 5 EZ6603.decimeters. This will result in a significant loss of accuracy EZ6603.over lines crossing such state borders. EZ6603 EZ6603 EZ6603.The horizontal coordinates were established by classical geodetic methods EZ6603.and adjusted by the National Geodetic Survey in December 1992. EZ6603 EZ6603.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6603 EZ6603.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6603 EZ6603.The geoid height was determined by GEOID03. EZ6603 EZ6603; North East Units Scale Factor Converg. EZ6603;SPC NC - 237,086.151 643,218.127 MT 0.99993387 +0 12 53.6 EZ6603;SPC NC - 777,840.15 2,110,291.47 sFT 0.99993387 +0 12 53.6 EZ6603;UTM 17 - 3,973,974.726 714,137.932 MT 1.00016507 +1 23 28.2 EZ6603 EZ6603! - Elev Factor x Scale Factor = Combined Factor EZ6603!SPC NC - 0.99998364 x 0.99993387 = 0.99991751 EZ6603!UTM 17 - 0.99998364 x 1.00016507 = 1.00014871 EZ6603 EZ6603 SUPERSEDED SURVEY CONTROL EZ6603 EZ6603 NGVD 29 (02/27/98) 137.2 (m) 450. (f) VERT ANG EZ6603 EZ6603.Superseded values are not recommended for survey control. EZ6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6603.See file dsdata.txt to determine how the superseded data were derived. EZ6603 EZ6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1413873975(NAD 83) EZ6603_MARKER: DE = TRAVERSE STATION DISK EZ6603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6603_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6603_STAMPING: RAVENS 1985 EZ6603_MARK LOGO: NCGS EZ6603_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6603+STABILITY: SURFACE MOTION EZ6603 EZ6603 HISTORY - Date Condition Report By EZ6603 HISTORY - 1985 MONUMENTED NCGS EZ6603 HISTORY - 19871030 GOOD NCGS EZ6603 HISTORY - 20050706 GOOD GEOCAC EZ6603 EZ6603 STATION DESCRIPTION EZ6603 EZ6603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6603'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6603' EZ6603'ALONG FALLS OF NEUSE ROAD (SR 2000), 0.6 KM (0.35 MI) SOUTH FROM EZ6603'THE INTERSECTION WITH SR 1829 (STRICKLAND ROAD), AT THE NORTHEAST EZ6603'FENCE CORNER OF RAVENCROFT SCHOOL GROUNDS. EZ6603' EZ6603'THE STATION IS A STANDARD NCGS DISK STAMPED---RAVENS 1985---, EZ6603'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6603'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6603'4.2 METERS (13.9 FT) WEST OF THE STREET CURB, EZ6603'1.5 METERS (4.8 FT WEST OF THE EDGE OF THE SIDEWALK, EZ6603'1.6 METERS (5.1 FT) NORTH-NORTHEAST OF THE CORNER METAL FENCE POST, EZ6603'8.8 METERS (28.9 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, EZ6603'26.3 METERS (86.2 FT) NORTH OF A MANHOLE COVER IN THE SIDEWALK, AND EZ6603'31.2 METERS (102.3 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND EZ6603'A REFERENCE TAG. EZ6603' EZ6603'MARK IS LEVEL WITH THE HIGHWAY. EZ6603 EZ6603 STATION RECOVERY (1987) EZ6603 EZ6603'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6603'RECOVERED AS DESCRIBED. EZ6603 EZ6603 STATION RECOVERY (2005) EZ6603 EZ6603'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6603'RECOVERED AS DESCRIBED, EXCEPT THE REFERENCED MANHOLE IS NOW IN THE EZ6603'STREET, DUE TO RELOCATION OF SIDEWALK AND INSTALLATION OF A TURNING EZ6603'LANE. OTHER REFERENCES REMAIN VALID. STATION IS DIRECTLY ACROSS STREET EZ6603'FROM ENTRANCE TO ST. ANDREWS PRESB CHURCH. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ0752 *********************************************************************** EZ0752 DESIGNATION - RV 524 EZ0752 PID - EZ0752 EZ0752 STATE/COUNTY- NC/WAKE EZ0752 USGS QUAD - GARNER (1993) EZ0752 EZ0752 *CURRENT SURVEY CONTROL EZ0752 ___________________________________________________________________ EZ0752* NAD 83(1986)- 35 42 27. (N) 078 36 20. (W) SCALED EZ0752* NAVD 88 - 114.544 (meters) 375.80 (feet) ADJUSTED EZ0752 ___________________________________________________________________ EZ0752 GEOID HEIGHT- -33.22 (meters) GEOID03 EZ0752 DYNAMIC HT - 114.443 (meters) 375.47 (feet) COMP EZ0752 MODELED GRAV- 979,749.3 (mgal) NAVD 88 EZ0752 OBS GRAVITY - 979,751.4 (mgal) GRAV_OBS EZ0752 EZ0752 VERT ORDER - FIRST CLASS I EZ0752 EZ0752.The horizontal coordinates were scaled from a topographic map and have EZ0752.an estimated accuracy of +/- 6 seconds. EZ0752 EZ0752.The orthometric height was determined by differential leveling EZ0752.and adjusted by the National Geodetic Survey in June 1991. EZ0752.WARNING-Repeat measurements at this control monument indicate possible EZ0752.vertical movement. EZ0752 EZ0752.The geoid height was determined by GEOID03. EZ0752 EZ0752.The dynamic height is computed by dividing the NAVD 88 EZ0752.geopotential number by the normal gravity value computed on the EZ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0752.degrees latitude (g = 980.6199 gals.). EZ0752 EZ0752.The modeled gravity was interpolated from observed gravity values. EZ0752.The observed gravity was obtained from relative gravimeter ties EZ0752.to the IGSN71 gravity network. EZ0752 EZ0752; North East Units Estimated Accuracy EZ0752;SPC NC - 217,220. 645,290. MT (+/- 180 meters Scaled) EZ0752 EZ0752 SUPERSEDED SURVEY CONTROL EZ0752 EZ0752 NGVD 29 (??/??/92) 114.818 (m) 376.70 (f) ADJ UNCH 1 1 EZ0752 EZ0752.Superseded values are not recommended for survey control. EZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0752.See file dsdata.txt to determine how the superseded data were derived. EZ0752 EZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV166541(NAD 83) EZ0752_MARKER: R = RIVET EZ0752_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ0752_SP_SET: CULVERT EZ0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0752+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ0752 EZ0752 HISTORY - Date Condition Report By EZ0752 HISTORY - UNK MONUMENTED SOURR EZ0752 HISTORY - 1968 GOOD NGS EZ0752 HISTORY - 1978 GOOD DOD EZ0752 HISTORY - 20021112 GOOD USPSQD EZ0752 HISTORY - 20040523 GOOD USPSQD EZ0752 HISTORY - 20050724 GOOD USPSQD EZ0752 EZ0752 STATION DESCRIPTION EZ0752 EZ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 EZ0752'0.1 MI NW FROM GARNER. EZ0752'ABOUT 0.1 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0752'RAILROAD FROM THE STATION AT GARNER, 0.15 MILE NORTHWEST OF EZ0752'MILEPOST 87, 122 FEET NORTHWEST OF THE CENTER OF A CROSSING OF EZ0752'THE RAILROAD AND CREECH ROAD WHICH IS SECONDARY ROAD 2564, SET EZ0752'IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF EZ0752'A CULVERT UNDER THE TRACK, 12 FEET SOUTHWEST OF THE SOUTHWEST EZ0752'RAIL OF THE TRACK, 50 FEET NORTHEAST OF THE CENTERLINE OF MAIN EZ0752'STREET, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK. EZ0752 EZ0752 STATION RECOVERY (1978) EZ0752 EZ0752'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0752'RECOVERED IN GOOD CONDITION. EZ0752 EZ0752 STATION RECOVERY (2002) EZ0752 EZ0752'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ0752'RECOVERED AS DESCRIBED EZ0752 EZ0752 STATION RECOVERY (2004) EZ0752 EZ0752'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0752'RECOVERED IN GOOD CONDITION. EZ0752 EZ0752 STATION RECOVERY (2005) EZ0752 EZ0752'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ0752'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ0706 *********************************************************************** EZ0706 DESIGNATION - S 189 EZ0706 PID - EZ0706 EZ0706 STATE/COUNTY- NC/WAKE EZ0706 USGS QUAD - RALEIGH WEST (1988) EZ0706 EZ0706 *CURRENT SURVEY CONTROL EZ0706 ___________________________________________________________________ EZ0706* NAD 83(1986)- 35 47 09. (N) 078 39 53. (W) SCALED EZ0706* NAVD 88 - 120.264 (meters) 394.57 (feet) ADJUSTED EZ0706 ___________________________________________________________________ EZ0706 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ0706 DYNAMIC HT - 120.160 (meters) 394.22 (feet) COMP EZ0706 MODELED GRAV- 979,772.6 (mgal) NAVD 88 EZ0706 EZ0706 VERT ORDER - FIRST CLASS I EZ0706 EZ0706.The horizontal coordinates were scaled from a topographic map and have EZ0706.an estimated accuracy of +/- 6 seconds. EZ0706 EZ0706.The orthometric height was determined by differential leveling EZ0706.and adjusted by the National Geodetic Survey in June 1991. EZ0706.WARNING-Repeat measurements at this control monument indicate possible EZ0706.vertical movement. EZ0706 EZ0706.The geoid height was determined by GEOID03. EZ0706 EZ0706.The dynamic height is computed by dividing the NAVD 88 EZ0706.geopotential number by the normal gravity value computed on the EZ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0706.degrees latitude (g = 980.6199 gals.). EZ0706 EZ0706.The modeled gravity was interpolated from observed gravity values. EZ0706 EZ0706; North East Units Estimated Accuracy EZ0706;SPC NC - 225,890. 639,910. MT (+/- 180 meters Scaled) EZ0706 EZ0706 SUPERSEDED SURVEY CONTROL EZ0706 EZ0706 NGVD 29 (??/??/92) 120.531 (m) 395.44 (f) ADJ UNCH 1 1 EZ0706 EZ0706.Superseded values are not recommended for survey control. EZ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0706.See file dsdata.txt to determine how the superseded data were derived. EZ0706 EZ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV110627(NAD 83) EZ0706_MARKER: DB = BENCH MARK DISK EZ0706_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ0706_SP_SET: BUILDING EZ0706_STAMPING: S 189 1967 EZ0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0706+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005 EZ0706 EZ0706 HISTORY - Date Condition Report By EZ0706 HISTORY - 1967 MONUMENTED CGS EZ0706 HISTORY - 1980 GOOD NCGS EZ0706 HISTORY - 20050706 GOOD GEOCAC EZ0706 EZ0706 STATION DESCRIPTION EZ0706 EZ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EZ0706'1.6 MI NW FROM RALEIGH. EZ0706'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0706'RAILROAD FROM THE STATION AT RALEIGH, THENCE 0.2 MILE NORTH EZ0706'ALONG PULLEN ROAD, THENCE 0.1 MILE NORTHWEST ALONG PRIMROSE EZ0706'AVENUE, 184 1/2 FEET SOUTHWEST OF THE CENTERLINE OF PRIMROSE EZ0706'AVENUE, SET IN THE TOP OF THE WEST CORNER OF THE UPPER GRANITE EZ0706'LANDING AT THE NORTHWEST ENTRANCE TO PEELE HALL, 6 INCHES EZ0706'NORTHWEST OF THE SOUTHWEST EDGE OF THE ENTRANCE TO THE HALL, EZ0706'AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND. EZ0706 EZ0706 STATION RECOVERY (1980) EZ0706 EZ0706'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0706'0.1 MILE NORTHWEST ALONG PRIMROSE AVENUE FROM THE BELL TOWER ON EZ0706'NORTH CAROLINA STATE UNIVERSITY CAMPUS, SET IN THE TOP OF THE EZ0706'WEST CORNER OF THE UPPER GRANITE LANDING AT THE NORTHWEST ENTRANCE EZ0706'TO PEELE HALL, 184.5 FEET SOUTHWEST OF CENTERLINE OF PRIMROSE EZ0706'AVENUE AND 0.5 FEET NORTHWEST OF SOUTHWEST EDGE OF ENTRANCE TO EZ0706'HALL. EZ0706'THE MARK IS ABOVE LEVEL WITH GROUND. EZ0706 EZ0706 STATION RECOVERY (2005) EZ0706 EZ0706'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0706'RECOVERED IN GOOD CONDITION IN THE MARBLE THRESHOLD OF THE ENTRANCE EZ0706'DOOR ON THE WEST SIDE OF PEELE HALL. SITE NOT SUITABLE FOR GPS DUE TO EZ0706'HEIGHT OF BUILDING AND TREE CANOPY. EZ0706' EZ0706'PRIMROSE STREET IS NOW A PARKING LOT. PEELE HALL IS LOCATED NEAR EZ0706'PULLEN ROAD AND WATUGA CLUB DRIVE, APPROXIMATELY 300 FEET SOUTHWEST OF EZ0706'THE UNIVERSITY BELL TOWER. EZ0706' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ3280 *********************************************************************** EZ3280 DESIGNATION - SAMARIA EZ3280 PID - EZ3280 EZ3280 STATE/COUNTY- NC/WAKE EZ3280 USGS QUAD - RALEIGH EAST (1993) EZ3280 EZ3280 *CURRENT SURVEY CONTROL EZ3280 ___________________________________________________________________ EZ3280* NAD 83(1986)- 35 46 04.83855(N) 078 34 25.59087(W) ADJUSTED EZ3280* NAVD 88 - 91.727 (meters) 300.94 (feet) ADJUSTED EZ3280 ___________________________________________________________________ EZ3280 LAPLACE CORR- -7.88 (seconds) DEFLEC99 EZ3280 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ3280 DYNAMIC HT - 91.646 (meters) 300.68 (feet) COMP EZ3280 MODELED GRAV- 979,756.5 (mgal) NAVD 88 EZ3280 EZ3280 HORZ ORDER - FIRST EZ3280 VERT ORDER - SECOND CLASS I EZ3280 EZ3280.The North Carolina/South Carolina HARNS have been completed but, EZ3280.due to contractual restrictions, coordinates for these stations EZ3280.will NOT be published in the near future. In the interim, the EZ3280.published coordinates in North and South Carolina will not be EZ3280.consistent with the Continuously Operating Reference Stations EZ3280.(CORS). The HARN coordinates for these stations are available EZ3280.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3280.Lapine(803-896-7700). EZ3280. EZ3280.In addition, the published North and South Carolina positions EZ3280.(NAD 83 (1986)) are NOT consistent with those determined in EZ3280.adjacent state readjustments. The discontinuity between stations EZ3280.located in North or South Carolina and those in adjacent states EZ3280.which have been adjusted to the HARN may be as much as 5 EZ3280.decimeters. This will result in a significant loss of accuracy EZ3280.over lines crossing such state borders. EZ3280 EZ3280 EZ3280.The horizontal coordinates were established by GPS observations EZ3280.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2005. EZ3280 EZ3280.The orthometric height was determined by differential leveling EZ3280.and adjusted by the National Geodetic Survey in June 1991. EZ3280 EZ3280.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3280 EZ3280.The geoid height was determined by GEOID03. EZ3280 EZ3280.The dynamic height is computed by dividing the NAVD 88 EZ3280.geopotential number by the normal gravity value computed on the EZ3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3280.degrees latitude (g = 980.6199 gals.). EZ3280 EZ3280.The modeled gravity was interpolated from observed gravity values. EZ3280 EZ3280; North East Units Scale Factor Converg. EZ3280;SPC NC - 223,944.345 648,139.987 MT 0.99991309 +0 14 45.6 EZ3280;SPC NC - 734,724.07 2,126,439.27 sFT 0.99991309 +0 14 45.6 EZ3280;UTM 17 - 3,960,933.231 719,329.457 MT 1.00019282 +1 25 07.3 EZ3280 EZ3280! - Elev Factor x Scale Factor = Combined Factor EZ3280!SPC NC - 0.99999082 x 0.99991309 = 0.99990391 EZ3280!UTM 17 - 0.99999082 x 1.00019282 = 1.00018364 EZ3280 EZ3280 SUPERSEDED SURVEY CONTROL EZ3280 EZ3280 NAD 83(1986)- 35 46 04.83783(N) 078 34 25.58714(W) AD( ) 2 EZ3280 NAVD 88 (03/08/05) 91.73 (m) 301.0 (f) LEVELING 3 EZ3280 NGVD 29 (12/28/92) 92.00 (m) 301.8 (f) LEVELING 3 EZ3280 EZ3280.Superseded values are not recommended for survey control. EZ3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3280.See file dsdata.txt to determine how the superseded data were derived. EZ3280 EZ3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1932960933(NAD 83) EZ3280_MARKER: DH = HORIZONTAL CONTROL DISK EZ3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3280_SP_SET: CONCRETE POST EZ3280_STAMPING: SAMARIA 1984 EZ3280_MARK LOGO: NCGS EZ3280_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3280+STABILITY: SURFACE MOTION EZ3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3280+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ3280 EZ3280 HISTORY - Date Condition Report By EZ3280 HISTORY - 1984 MONUMENTED NCGS EZ3280 HISTORY - 1984 GOOD NCGS EZ3280 HISTORY - 1985 GOOD USPSQD EZ3280 HISTORY - 20040329 GOOD NCGS EZ3280 HISTORY - 20040719 GOOD INDIV EZ3280 HISTORY - 20050724 GOOD USPSQD EZ3280 EZ3280 STATION DESCRIPTION EZ3280 EZ3280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3280'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) EAST OF THE CAPITOL EZ3280'SQUARE IN RALEIGH. EZ3280' EZ3280'AT THE POOLE ROAD (SR 1009) OVERPASS OF I 40, NEAR THE NORTHEAST EZ3280'CORNER OF THE BRIDGE. EZ3280' EZ3280'THE STATION IS A STANDARD NCGS DISK STAMPED---SAMARIA 1984---, EZ3280'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3280'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3280'5.1 METERS (16.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EZ3280'WESTBOUND LANES OF POOLE ROAD, EZ3280'0.6 METERS (2.2 FT) SOUTH-SOUTHWEST OF THE GUARD RAIL, EZ3280'3.2 METERS (10.3 FT) EAST-SOUTHEAST OF THE EAST END OF THE METAL EZ3280'BRIDGE RAIL, EZ3280'19.5 METERS (64.0 FT) NORTHWEST OF THE CENTER OF THE MEDIAN STORM EZ3280'DRAIN, AND EZ3280'2.0 METERS (6.5 FT) WEST OF THE FOURTH GUARD RAIL POST FROM THE EZ3280'BRIDGE. EZ3280' EZ3280'MARK IS LEVEL WITH ROAD. EZ3280 EZ3280 STATION RECOVERY (1984) EZ3280 EZ3280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3280'6.3 KM (3.9 MI) EAST FROM RALEIGH. EZ3280'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) EAST OF THE CAPITOL EZ3280'SQUARE IN RALEIGH. AT THE POOLE ROAD (SR 1009) OVERPASS OF I 40, EZ3280'NEAR THE NORTHEAST CORNER OF THE BRIDGE. THE STATION IS A STANDARD EZ3280'NCGS DISK STAMPED---SAMARIA 1984---, SET INTO THE TOP OF A ROUND EZ3280'CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 5.1 EZ3280'METERS (16.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND EZ3280'LANES OF POOLE ROAD, 0.6 METERS (2.2 FT) SOUTH-SOUTHWEST OF THE GUARD EZ3280'RAIL, 3.2 METERS (10.3 FT) EAST-SOUTHEAST OF THE EAST END OF THE EZ3280'METAL BRIDGE RAIL, 19.5 METERS (64.0 FT) NORTHWEST OF THE CENTER OF EZ3280'THE MEDIAN STORM DRAIN, AND 2.0 METERS (6.5 FT) WEST OF THE FOURTH EZ3280'GUARD RAIL POST FROM THE BRIDGE. EZ3280 EZ3280 STATION RECOVERY (1985) EZ3280 EZ3280'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3280'RECOVERED IN GOOD CONDITION. EZ3280 EZ3280 STATION RECOVERY (2004) EZ3280 EZ3280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ3280'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EZ3280'CORRECTIONS. MARK IS RECESSED 4-INCHES BELOW THE GROUND AND ABOUT EZ3280'LEVEL WITH POOLE ROAD. THE MEDIAN IN POOLE ROAD IS GONE. EZ3280 EZ3280 STATION RECOVERY (2004) EZ3280 EZ3280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JCS) EZ3280'RECOVERED IN GOOD CONDITION. EZ3280 EZ3280 STATION RECOVERY (2005) EZ3280 EZ3280'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ3280'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ3296 *********************************************************************** EZ3296 DESIGNATION - STUART EZ3296 PID - EZ3296 EZ3296 STATE/COUNTY- NC/WAKE EZ3296 USGS QUAD - RALEIGH WEST (1988) EZ3296 EZ3296 *CURRENT SURVEY CONTROL EZ3296 ___________________________________________________________________ EZ3296* NAD 83(1986)- 35 45 08.68025(N) 078 41 26.54095(W) ADJUSTED EZ3296* NAVD 88 - 117.405 (meters) 385.19 (feet) ADJUSTED EZ3296 ___________________________________________________________________ EZ3296 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ3296 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ3296 DYNAMIC HT - 117.303 (meters) 384.85 (feet) COMP EZ3296 MODELED GRAV- 979,762.2 (mgal) NAVD 88 EZ3296 EZ3296 HORZ ORDER - SECOND EZ3296 VERT ORDER - FIRST CLASS II EZ3296 EZ3296.The North Carolina/South Carolina HARNS have been completed but, EZ3296.due to contractual restrictions, coordinates for these stations EZ3296.will NOT be published in the near future. In the interim, the EZ3296.published coordinates in North and South Carolina will not be EZ3296.consistent with the Continuously Operating Reference Stations EZ3296.(CORS). The HARN coordinates for these stations are available EZ3296.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3296.Lapine(803-896-7700). EZ3296. EZ3296.In addition, the published North and South Carolina positions EZ3296.(NAD 83 (1986)) are NOT consistent with those determined in EZ3296.adjacent state readjustments. The discontinuity between stations EZ3296.located in North or South Carolina and those in adjacent states EZ3296.which have been adjusted to the HARN may be as much as 5 EZ3296.decimeters. This will result in a significant loss of accuracy EZ3296.over lines crossing such state borders. EZ3296 EZ3296 EZ3296.The horizontal coordinates were established by classical geodetic methods EZ3296.and adjusted by the National Geodetic Survey in March 1992. EZ3296 EZ3296.The orthometric height was determined by differential leveling EZ3296.and adjusted by the National Geodetic Survey in December 1991. EZ3296 EZ3296.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3296 EZ3296.The geoid height was determined by GEOID03. EZ3296 EZ3296.The dynamic height is computed by dividing the NAVD 88 EZ3296.geopotential number by the normal gravity value computed on the EZ3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3296.degrees latitude (g = 980.6199 gals.). EZ3296 EZ3296.The modeled gravity was interpolated from observed gravity values. EZ3296 EZ3296; North East Units Scale Factor Converg. EZ3296;SPC NC - 222,174.499 637,572.687 MT 0.99991067 +0 10 42.7 EZ3296;SPC NC - 728,917.50 2,091,769.72 sFT 0.99991067 +0 10 42.7 EZ3296;UTM 17 - 3,958,947.116 708,797.904 MT 1.00013725 +1 20 59.2 EZ3296 EZ3296! - Elev Factor x Scale Factor = Combined Factor EZ3296!SPC NC - 0.99998671 x 0.99991067 = 0.99989738 EZ3296!UTM 17 - 0.99998671 x 1.00013725 = 1.00012396 EZ3296 EZ3296: Primary Azimuth Mark Grid Az EZ3296:SPC NC - WAK 87 072 28 38.9 EZ3296:UTM 17 - WAK 87 071 18 22.4 EZ3296 EZ3296|---------------------------------------------------------------------| EZ3296| PID Reference Object Distance Geod. Az | EZ3296| dddmmss.s | EZ3296| EZ3287 WAK 87 APPROX. 1.0 KM 0723921.6 | EZ3296|---------------------------------------------------------------------| EZ3296 EZ3296 SUPERSEDED SURVEY CONTROL EZ3296 EZ3296 NAVD 88 (06/15/91) 117.399 (m) 385.17 (f) UNKNOWN 1 2 EZ3296 NGVD 29 (12/28/92) 117.66 (m) 386.0 (f) LEVELING 3 EZ3296 EZ3296.Superseded values are not recommended for survey control. EZ3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3296.See file dsdata.txt to determine how the superseded data were derived. EZ3296 EZ3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0879858947(NAD 83) EZ3296_MARKER: DH = HORIZONTAL CONTROL DISK EZ3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3296_SP_SET: CONCRETE POST EZ3296_STAMPING: STUART 1984 EZ3296_MARK LOGO: NCGS EZ3296_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3296+STABILITY: SURFACE MOTION EZ3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3296+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ3296 EZ3296 HISTORY - Date Condition Report By EZ3296 HISTORY - 1984 MONUMENTED NCGS EZ3296 HISTORY - 1984 GOOD NCGS EZ3296 HISTORY - 1985 GOOD USPSQD EZ3296 HISTORY - 1987 GOOD USPSQD EZ3296 HISTORY - 19881031 GOOD NCGS EZ3296 HISTORY - 20030408 GOOD USPSQD EZ3296 HISTORY - 20040521 GOOD USPSQD EZ3296 HISTORY - 20050724 GOOD USPSQD EZ3296 EZ3296 STATION DESCRIPTION EZ3296 EZ3296'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3296'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF THE EZ3296'CAPITOL SQUARE IN RALEIGH. EZ3296' EZ3296'ALONG I 40 FOR 0.9 KM (0.55 MI) EAST OF THE GORMAN STREET OVERPASS EZ3296'AND 0.3 KM (0.2 MI) EAST OF THE SR 1348 OVERPASS, ON THE SOUTH SIDE EZ3296'OF I 40, ABOUT 300 FT WEST OF A SMALL BRANCH RUNNING UNDER THE EZ3296'HIGHWAY. EZ3296' EZ3296'THE STATION IS A STANDARD NCGS DISK STAMPED---STUART 1984---, EZ3296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3296'25 CM IN DIAMETER FLUSH WITH THE ASPHALT. LOCATED EZ3296'5.7 METERS (18.7 FT) SOUTH OF THE EDGE OF THE PAVEMENT, EZ3296'8.0 METERS (26.2 FT) SOUTH-SOUTHWEST OF THE HIGHWAY STATION EZ3296'NUMBER--50+00--IMPRINT, EZ3296'25.8 METERS (84.6 FT) EAST-NORTHEAST OF A SIGN POST, EZ3296'28.6 METERS (93.8 FT) WEST OF THE WEST END OF THE SOUTH GUARD RAIL, EZ3296'AND 16.6 METERS (54.5 FT) NORTH OF A 10-INCH PINE WITH A REFERENCE EZ3296'TAG. EZ3296' EZ3296'MARK IS LEVEL WITH HIGHWAY. EZ3296 EZ3296 STATION RECOVERY (1984) EZ3296 EZ3296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3296'5.6 KM (3.0 MI) SW FROM RALEIGH. EZ3296'5.6 KM (3.0 MI) SOUTHWEST OF THE CAPITAL IN RALEIGH, 0.9 KM (0.55 MI) EZ3296'EAST ALONG I 40 FROM THE GORMAN STREET OVERPASS, 0.3 KM (0.2 MI) EAST EZ3296'OF SR1348 OVERPASS, ON SOUTH SIDE OF I 40, ABOUT 300 FEET WEST OF A EZ3296'BRANCH RUNNING UNDER THE INTERSTATE, 5.7 METERS (18.7 FT) SOUTH OF EZ3296'EDGE OF PAVEMENT, 8.0 METERS (26.2 FT) SOUTH-SOUTHWEST OF HIGHWAY EZ3296'STATION 50+00 IMPRINT, 25.8 METERS (84.6 FT) EAST-NORTHEAST OF A SIGN EZ3296'POST, 28.6 METERS (93.8 FT) WEST OF THE WEST END OF THE SOUTH GUARD EZ3296'RAIL, 16.6 METERS (54.5 FT) NORTH OF A 10-INCH PINE TREE WITH A EZ3296'REFERENCE TAG, AND ABOUT LEVEL WITH THE INTERSTATE. EZ3296 EZ3296 STATION RECOVERY (1985) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (1987) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (1988) EZ3296 EZ3296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (2003) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (2004) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (2005) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ3296'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DE5174 *********************************************************************** DE5174 DESIGNATION - US POWER SQUADRON DE5174 PID - DE5174 DE5174 STATE/COUNTY- NC/WAKE DE5174 USGS QUAD - RALEIGH WEST (1988) DE5174 DE5174 *CURRENT SURVEY CONTROL DE5174 ___________________________________________________________________ DE5174* NAD 83(2001)- 35 48 07.37313(N) 078 42 24.07357(W) ADJUSTED DE5174* NAVD 88 - 151.2 (meters) 496. (feet) GPS OBS DE5174 ___________________________________________________________________ DE5174 X - 1,014,207.341 (meters) COMP DE5174 Y - -5,078,696.685 (meters) COMP DE5174 Z - 3,710,469.391 (meters) COMP DE5174 LAPLACE CORR- -6.90 (seconds) DEFLEC99 DE5174 ELLIP HEIGHT- 118.60 (meters) (01/30/03) GPS OBS DE5174 GEOID HEIGHT- -32.57 (meters) GEOID03 DE5174 DE5174 HORZ ORDER - B DE5174 ELLP ORDER - FOURTH CLASS II DE5174 DE5174.The North Carolina/South Carolina HARNS have been completed but, DE5174.due to contractual restrictions, coordinates for these stations DE5174.will NOT be published in the near future. In the interim, the DE5174.published coordinates in North and South Carolina will not be DE5174.consistent with the Continuously Operating Reference Stations DE5174.(CORS). The HARN coordinates for these stations are available DE5174.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE5174.Lapine(803-896-7700). DE5174. DE5174.In addition, the published North and South Carolina positions DE5174.(NAD 83 (1986)) are NOT consistent with those determined in DE5174.adjacent state readjustments. The discontinuity between stations DE5174.located in North or South Carolina and those in adjacent states DE5174.which have been adjusted to the HARN may be as much as 5 DE5174.decimeters. This will result in a significant loss of accuracy DE5174.over lines crossing such state borders. DE5174 DE5174 DE5174.The horizontal coordinates were established by GPS observations DE5174.and adjusted by the National Geodetic Survey in January 2003. DE5174 DE5174.The orthometric height was determined by GPS observations and a DE5174.high-resolution geoid model. DE5174 DE5174.Photographs are available for this station. DE5174 DE5174.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5174 DE5174.The Laplace correction was computed from DEFLEC99 derived deflections. DE5174 DE5174.The ellipsoidal height was determined by GPS observations DE5174.and is referenced to NAD 83. DE5174 DE5174.The geoid height was determined by GEOID03. DE5174 DE5174; North East Units Scale Factor Converg. DE5174;SPC NC - 227,677.075 636,111.130 MT 0.99991861 +0 10 09.4 DE5174;SPC NC - 746,970.54 2,086,974.60 sFT 0.99991861 +0 10 09.4 DE5174;UTM 17 - 3,964,419.843 707,223.759 MT 1.00012917 +1 20 31.3 DE5174 DE5174! - Elev Factor x Scale Factor = Combined Factor DE5174!SPC NC - 0.99998139 x 0.99991861 = 0.99990000 DE5174!UTM 17 - 0.99998139 x 1.00012917 = 1.00011055 DE5174 DE5174 SUPERSEDED SURVEY CONTROL DE5174 DE5174 NAD 83(1995)- 35 48 07.37329(N) 078 42 24.07351(W) AD( ) B DE5174 ELLIP H (07/03/02) 118.60 (m) GP( ) 4 1 DE5174 DE5174.Superseded values are not recommended for survey control. DE5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE5174.See file dsdata.txt to determine how the superseded data were derived. DE5174 DE5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0722464420(NAD 83) DE5174_MARKER: DD = SURVEY DISK DE5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE5174_MARK LOGO: NOS DE5174_MAGNETIC: N = NO MAGNETIC MATERIAL DE5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5174+STABILITY: SURFACE MOTION DE5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5174+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 DE5174 DE5174 HISTORY - Date Condition Report By DE5174 HISTORY - 2002 MONUMENTED NGS DE5174 HISTORY - 20030307 GOOD USPSQD DE5174 HISTORY - 20040329 GOOD USPSQD DE5174 HISTORY - 20050724 GOOD USPSQD DE5174 DE5174 STATION DESCRIPTION DE5174 DE5174'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (RWA) DE5174'TO REACH THE STATION FROM THE INTERSECTION OF WADE AVE. AND BLUE DE5174'RIDGE ROAD GO SOUTH ON BLUE RIDGE ROAD FOR 0.1 MILE (0.2 KM) TO A DE5174'TRAFFIC LIGHT AND A DRIVEWAY ON LEFT. TURN LEFT INTO DRIVEWAY AND DE5174'THEN LEFT INTO PARKING AREA FOR THE U.S. POWER SQUARDON HEADQUARTERS DE5174'BUILDING AND THE STATION 5.66 FT. (1.73 M) NORTHEAST OF DE5174'THE FLAGPOLE. THE STATION IS A REINFORCED CONCRETE POST 4 FT. (1.2 M) DE5174'DEEP, 1.5 FT. (0.5 M) SQUARE AND PROJECTING 1.6 FT. THE CONCRETE DE5174'POST IS ENCOMPASSED IN GREEN SLATE WITH A 8 INCH DISK ON TOP WITH A DE5174'PLAQUE ON THE WEST SIDE. IT IS LOCATED IN THE NORTHEAST CORNER OF A DE5174'GREEN SLATE PATIO WITH THE FLAGPOLE IN THE SOUTHWEST CORNER. THE MARK DE5174'IS 30.5 FT. (9.3 M) SOUTH OF HTE SOUTHWEST CORNER OF THE U.S. POWER DE5174'SQUADRON BUILDING, 16 FT (4.9 M) WEST OF THE EAST CURB OF A PARKING DE5174'AREA AND 7.0 FT (2.1 M) NORTH OF THE NORTH CURB OF A PARKING LOT. DE5174'NOTE--NO STAMPING ON DISK. DE5174 DE5174 STATION RECOVERY (2003) DE5174 DE5174'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) DE5174'RECOVERED IN GOOD CONDITION. DE5174 DE5174 STATION RECOVERY (2004) DE5174 DE5174'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) DE5174'RECOVERED IN GOOD CONDITION. DE5174 DE5174 STATION RECOVERY (2005) DE5174 DE5174'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) DE5174'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6453 *********************************************************************** EZ6453 DESIGNATION - WAK 102 EZ6453 PID - EZ6453 EZ6453 STATE/COUNTY- NC/WAKE EZ6453 USGS QUAD - RALEIGH WEST (1988) EZ6453 EZ6453 *CURRENT SURVEY CONTROL EZ6453 ___________________________________________________________________ EZ6453* NAD 83(1986)- 35 46 27. (N) 078 40 55. (W) SCALED EZ6453* NAVD 88 - 109.664 (meters) 359.79 (feet) ADJUSTED EZ6453 ___________________________________________________________________ EZ6453 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6453 DYNAMIC HT - 109.569 (meters) 359.48 (feet) COMP EZ6453 MODELED GRAV- 979,767.2 (mgal) NAVD 88 EZ6453 EZ6453 VERT ORDER - SECOND CLASS I EZ6453 EZ6453.The horizontal coordinates were scaled from a topographic map and have EZ6453.an estimated accuracy of +/- 6 seconds. EZ6453 EZ6453.The orthometric height was determined by differential leveling EZ6453.and adjusted by the National Geodetic Survey in December 1991. EZ6453 EZ6453.The geoid height was determined by GEOID03. EZ6453 EZ6453.The dynamic height is computed by dividing the NAVD 88 EZ6453.geopotential number by the normal gravity value computed on the EZ6453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6453.degrees latitude (g = 980.6199 gals.). EZ6453 EZ6453.The modeled gravity was interpolated from observed gravity values. EZ6453 EZ6453; North East Units Estimated Accuracy EZ6453;SPC NC - 224,590. 638,360. MT (+/- 180 meters Scaled) EZ6453 EZ6453 SUPERSEDED SURVEY CONTROL EZ6453 EZ6453.No superseded survey control is available for this station. EZ6453 EZ6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV095613(NAD 83) EZ6453_MARKER: DB = BENCH MARK DISK EZ6453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6453_SP_SET: SIDEWALK EZ6453_STAMPING: WAK 102 1988 EZ6453_MARK LOGO: NCGS EZ6453_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6453+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005 EZ6453 EZ6453 HISTORY - Date Condition Report By EZ6453 HISTORY - 1988 MONUMENTED NCGS EZ6453 HISTORY - 20050706 GOOD GEOCAC EZ6453 EZ6453 STATION DESCRIPTION EZ6453 EZ6453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6453'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6453'PROCEED ALONG WESTERN BOULEVARD FOR 2.35 KM (1.46 MI) SOUTHEAST FROM EZ6453'THE US 1 BELTLINE TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT EZ6453'FERRY ROAD FOR 0.9 KM (0.6 MI) OR 0.1 KM (0.1 MI) SOUTHWEST OF LAKE EZ6453'RALEIGH ROAD, AT THE CLOSE APARTMENTS, IN THE SIDEWALK AT THE NORTH EZ6453'ENTRANCE. EZ6453'STATION IS A STANDARD NCGS BENCH MARK DISK STAMPED---WAK 102 1988---, EZ6453'SET IN A DRILL HOLE IN SIDEWALK, AND IS 2 FEET ABOVE AVENT FERRY EZ6453'ROAD. LOCATED 15.4 M (50.5 FT) NORTHWEST OF THE CENTERLINE OF AVENT EZ6453'FERRY ROAD, 10.3 M (33.8 FT) NORTHEAST OF THE CENTERLINE OF ENTRANCE EZ6453'DRIVE OF AVERY CLOSE APARTMENTS, 0.1 M (0.3 FT) NORTHWEST OF EZ6453'SOUTHEAST END OF SIDEWALK, 1.2 M (3.9 FT) EAST-NORTHEAST OF METAL EZ6453'STORM DRAIN, 4.5 M (14.8 FT) SOUTHWEST OF ANCHOR FENCE, AND 5.0 M EZ6453'(16.4 FT) WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG. EZ6453 EZ6453 STATION RECOVERY (2005) EZ6453 EZ6453'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6453'RECOVERED IN GOOD CONDITION NEAR THE INTERSECTION OF AVENT FERRY ROAD EZ6453'AND IVY COMMONS DRIVE, AT THE AVERY CLOSE APARTMENTS. ADDITIONALLY EZ6453'DESCRIBED AS BEING 15.7 FEET SOUTHWEST OF THE END OF A CHAIN LINK EZ6453'FENCE. EZ6453' EZ6453'THE SCALED COORDINATES ARE IN ERROR BY SEVERAL HUNDRED FEET. MY EZ6453'HANDHELD GPS READING WAS N35 46 28, W78 40 56.3. EZ6453' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ6454 *********************************************************************** EZ6454 DESIGNATION - WAK 103 EZ6454 PID - EZ6454 EZ6454 STATE/COUNTY- NC/WAKE EZ6454 USGS QUAD - RALEIGH WEST (1988) EZ6454 EZ6454 *CURRENT SURVEY CONTROL EZ6454 ___________________________________________________________________ EZ6454* NAD 83(1986)- 35 46 12. (N) 078 41 23. (W) SCALED EZ6454* NAVD 88 - 87.335 (meters) 286.53 (feet) ADJUSTED EZ6454 ___________________________________________________________________ EZ6454 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ6454 DYNAMIC HT - 87.259 (meters) 286.28 (feet) COMP EZ6454 MODELED GRAV- 979,765.2 (mgal) NAVD 88 EZ6454 EZ6454 VERT ORDER - SECOND CLASS I EZ6454 EZ6454.The horizontal coordinates were scaled from a topographic map and have EZ6454.an estimated accuracy of +/- 6 seconds. EZ6454 EZ6454.The orthometric height was determined by differential leveling EZ6454.and adjusted by the National Geodetic Survey in December 1991. EZ6454 EZ6454.The geoid height was determined by GEOID03. EZ6454 EZ6454.The dynamic height is computed by dividing the NAVD 88 EZ6454.geopotential number by the normal gravity value computed on the EZ6454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6454.degrees latitude (g = 980.6199 gals.). EZ6454 EZ6454.The modeled gravity was interpolated from observed gravity values. EZ6454 EZ6454; North East Units Estimated Accuracy EZ6454;SPC NC - 224,130. 637,660. MT (+/- 180 meters Scaled) EZ6454 EZ6454 SUPERSEDED SURVEY CONTROL EZ6454 EZ6454.No superseded survey control is available for this station. EZ6454 EZ6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV088609(NAD 83) EZ6454_MARKER: DB = BENCH MARK DISK EZ6454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6454_SP_SET: BRIDGE WALKWAY EZ6454_STAMPING: WAK 103 1988 EZ6454_MARK LOGO: NCGS EZ6454_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6454+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6454 EZ6454 HISTORY - Date Condition Report By EZ6454 HISTORY - 1988 MONUMENTED NCGS EZ6454 HISTORY - 20050706 GOOD GEOCAC EZ6454 EZ6454 STATION DESCRIPTION EZ6454 EZ6454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6454'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6454'PROCEED ALONG WESTERN BOULEVARD FOR 2.35 KM (1.46 MI) SOUTHEAST FROM EZ6454'THE BELTLINE-US 1-, TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT EZ6454'FERRY ROAD FOR 1.8 KM (1.1 MI), IN THE NORTHEAST CORNER OF BRIDGE EZ6454'OVER A SMALL CREEK. EZ6454'STATION IS A STANDARD NCGS DISK STAMPED---WAK 103 1988---, SET IN A EZ6454'DRILL HOLE IN CONCRETE SIDEWALK OF BRIDGE, AND IS LEVEL WITH AVENT EZ6454'FERRY ROAD. LOCATED 8.9 M (29.2 FT) SOUTH-SOUTHEAST OF THE EZ6454'CENTERLINE OF AVENT FERRY ROAD, 1.4 M (4.6 FT) NORTHWEST OF EZ6454'NORTHEAST CORNER OF CONCRETE BRIDGE ABUTMENT, 0.3 M (1.0 FT) EZ6454'WEST-SOUTHWEST OF END OF SIDEWALK ON EAST SIDE OF BRIDGE, AND 6.8 M EZ6454'(22.3 FT) WEST-SOUTHWEST OF METAL DRAINAGE GRATE. EZ6454 EZ6454 STATION RECOVERY (2005) EZ6454 EZ6454'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6454'RECOVERED AS DESCRIBED. CONDITION GOOD. EZ6454'HANDHELD GPS READING WAS N35 41 12, W78 41 21.9. EZ6454' EZ6454' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EZ3287 *********************************************************************** EZ3287 DESIGNATION - WAK 87 EZ3287 PID - EZ3287 EZ3287 STATE/COUNTY- NC/WAKE EZ3287 USGS QUAD - RALEIGH WEST (1988) EZ3287 EZ3287 *CURRENT SURVEY CONTROL EZ3287 ___________________________________________________________________ EZ3287* NAD 83(1986)- 35 45 18.30515(N) 078 40 48.72596(W) ADJUSTED EZ3287* NAVD 88 - 102.174 (meters) 335.22 (feet) ADJUSTED EZ3287 ___________________________________________________________________ EZ3287 LAPLACE CORR- -7.02 (seconds) DEFLEC99 EZ3287 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ3287 DYNAMIC HT - 102.085 (meters) 334.92 (feet) COMP EZ3287 MODELED GRAV- 979,763.1 (mgal) NAVD 88 EZ3287 EZ3287 HORZ ORDER - SECOND EZ3287 VERT ORDER - FIRST CLASS II EZ3287 EZ3287.The North Carolina/South Carolina HARNS have been completed but, EZ3287.due to contractual restrictions, coordinates for these stations EZ3287.will NOT be published in the near future. In the interim, the EZ3287.published coordinates in North and South Carolina will not be EZ3287.consistent with the Continuously Operating Reference Stations EZ3287.(CORS). The HARN coordinates for these stations are available EZ3287.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3287.Lapine(803-896-7700). EZ3287. EZ3287.In addition, the published North and South Carolina positions EZ3287.(NAD 83 (1986)) are NOT consistent with those determined in EZ3287.adjacent state readjustments. The discontinuity between stations EZ3287.located in North or South Carolina and those in adjacent states EZ3287.which have been adjusted to the HARN may be as much as 5 EZ3287.decimeters. This will result in a significant loss of accuracy EZ3287.over lines crossing such state borders. EZ3287 EZ3287 EZ3287.The horizontal coordinates were established by classical geodetic methods EZ3287.and adjusted by the National Geodetic Survey in March 1992. EZ3287 EZ3287.The orthometric height was determined by differential leveling EZ3287.and adjusted by the National Geodetic Survey in June 1991. EZ3287 EZ3287.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3287 EZ3287.The geoid height was determined by GEOID03. EZ3287 EZ3287.The dynamic height is computed by dividing the NAVD 88 EZ3287.geopotential number by the normal gravity value computed on the EZ3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3287.degrees latitude (g = 980.6199 gals.). EZ3287 EZ3287.The modeled gravity was interpolated from observed gravity values. EZ3287 EZ3287; North East Units Scale Factor Converg. EZ3287;SPC NC - 222,474.127 638,521.688 MT 0.99991108 +0 11 04.5 EZ3287;SPC NC - 729,900.53 2,094,883.24 sFT 0.99991108 +0 11 04.5 EZ3287;UTM 17 - 3,959,266.154 709,740.797 MT 1.00014211 +1 21 21.6 EZ3287 EZ3287! - Elev Factor x Scale Factor = Combined Factor EZ3287!SPC NC - 0.99998911 x 0.99991108 = 0.99990019 EZ3287!UTM 17 - 0.99998911 x 1.00014211 = 1.00013122 EZ3287 EZ3287 SUPERSEDED SURVEY CONTROL EZ3287 EZ3287 NAVD 88 (03/04/92) 102.17 (m) 335.2 (f) LEVELING 3 EZ3287 EZ3287.Superseded values are not recommended for survey control. EZ3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3287.See file dsdata.txt to determine how the superseded data were derived. EZ3287 EZ3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0974159266(NAD 83) EZ3287_MARKER: DB = BENCH MARK DISK EZ3287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ3287_SP_SET: CONCRETE CURBING EZ3287_STAMPING: WAK 87 1984 EZ3287_MARK LOGO: NCGS EZ3287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3287+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ3287 EZ3287 HISTORY - Date Condition Report By EZ3287 HISTORY - 1985 MONUMENTED NCGS EZ3287 HISTORY - 19881104 GOOD NCGS EZ3287 HISTORY - 19910416 GOOD USPSQD EZ3287 HISTORY - 20030408 GOOD USPSQD EZ3287 HISTORY - 20040520 GOOD USPSQD EZ3287 HISTORY - 20050724 GOOD USPSQD EZ3287 EZ3287 STATION DESCRIPTION EZ3287 EZ3287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ3287'4.7 KM (2.9 MI) SW FROM RALEIGH. EZ3287'STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTHWEST OF RALEIGH. 1.4 EZ3287'KM (0.9 MI) WEST ALONG I 40 FROM THE UNDERPASS OF LAKE WHEELER ROAD, EZ3287'OR 2.O KM (1.25 MI) EAST ALONG I 40 FROM THE OVERPASS OF GORMAN EZ3287'STREET, SET IN EAST CURB OF NORTH DRAIN. THE STATION IS A STANDARD EZ3287'NCGS DISK STAMPED---WAK 87 1985---, SET INTO A DRILLED HOLE. LOCATED EZ3287'12.1 METERS (39.6 FT) NORTH OF CENTERLINE OF WESTBOUND LANES, 0.7 EZ3287'METER (2.4 FT) NORTH OF GUARDRAIL, AND 31.5 METERS (103.4 FT) WEST OF EZ3287'EAST END OF GUARDRAIL. MARK IS LEVEL WITH HIGHWAY. EZ3287 EZ3287 STATION RECOVERY (1988) EZ3287 EZ3287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3287'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ3287'ALONG I-40 FOR 1.45 KM (0.90 MI) WEST FROM LAKE WHEELER OVERPASS OR EZ3287'2.0 KM (1.2 MI) EAST OF GORMAN STREET, AT A LARGE CULVERT, BEHIND EZ3287'GUARDRAIL. EZ3287'STATION IS A STANDARD NCGS DISK STAMPED---WAK 87 1984---, SET IN A EZ3287'DRILL HOLE IN CONCRETE CURBING. LOCATED 12.1 M (39.7 FT) NORTH OF EZ3287'THE CENTERLINE OF WESTBOUND LANE OF I-40, 0.7 M (2.3 FT) NORTH OF EZ3287'THE GUARDRAIL, AND 31.5 M (103.3 FT) WEST OF THE EAST END OF EZ3287'GUARDRAIL. EZ3287 EZ3287 STATION RECOVERY (1991) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ3287'RECOVERED IN GOOD CONDITION. EZ3287 EZ3287 STATION RECOVERY (2003) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3287'RECOVERED IN GOOD CONDITION. EZ3287 EZ3287 STATION RECOVERY (2004) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3287'RECOVERED IN GOOD CONDITION. EZ3287 EZ3287 STATION RECOVERY (2005) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ3287'RECOVERED IN GOOD CONDITION.