1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6821 *********************************************************************** AB6821 CBN - This is a Cooperative Base Network Control Station. AB6821 DESIGNATION - A EARL SMITH AB6821 PID - AB6821 AB6821 STATE/COUNTY- NC/WAKE AB6821 USGS QUAD - APEX (1993) AB6821 AB6821 *CURRENT SURVEY CONTROL AB6821 ___________________________________________________________________ AB6821* NAD 83(1986)- 35 44 57.33288(N) 078 51 09.26815(W) ADJUSTED AB6821* NAVD 88 - 148.840 (meters) 488.32 (feet) ADJUSTED AB6821 ___________________________________________________________________ AB6821 LAPLACE CORR- -5.00 (seconds) DEFLEC99 AB6821 GEOID HEIGHT- -32.15 (meters) GEOID99 AB6821 DYNAMIC HT - 148.711 (meters) 487.90 (feet) COMP AB6821 MODELED GRAV- 979,765.8 (mgal) NAVD 88 AB6821 AB6821 HORZ ORDER - FIRST AB6821 VERT ORDER - SECOND CLASS II AB6821 AB6821.The North Carolina/South Carolina HARNS have been completed but, AB6821.due to contractual restrictions, coordinates for these stations AB6821.will NOT be published in the near future. In the interim, the AB6821.published coordinates in North and South Carolina will not be AB6821.consistent with the Continuously Operating Reference Stations AB6821.(CORS). The HARN coordinates for these stations are available AB6821.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6821.Lapine(803-896-7700). AB6821. AB6821.In addition, the published North and South Carolina positions AB6821.(NAD 83 (1986)) are NOT consistent with those determined in AB6821.adjacent state readjustments. The discontinuity between stations AB6821.located in North or South Carolina and those in adjacent states AB6821.which have been adjusted to the HARN may be as much as 5 AB6821.decimeters. This will result in a significant loss of accuracy AB6821.over lines crossing such state borders. AB6821 AB6821 AB6821.The horizontal coordinates were established by GPS observations AB6821.and adjusted by the National Geodetic Survey in March 1998. AB6821 AB6821.The orthometric height was determined by differential leveling AB6821.and adjusted by the National Geodetic Survey in December 2000. AB6821.No vertical observational check was made to the station. AB6821 AB6821.The Laplace correction was computed from DEFLEC99 derived deflections. AB6821 AB6821.The geoid height was determined by GEOID99. AB6821 AB6821.The dynamic height is computed by dividing the NAVD 88 AB6821.geopotential number by the normal gravity value computed on the AB6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6821.degrees latitude (g = 980.6199 gals.). AB6821 AB6821.The modeled gravity was interpolated from observed gravity values. AB6821 AB6821; North East Units Scale Converg. AB6821;SPC NC - 221,791.122 622,934.396 MT 0.99991020 +0 05 06.3 AB6821;UTM 17 - 3,958,264.643 694,167.719 MT 1.00006459 +1 15 18.0 AB6821 AB6821 SUPERSEDED SURVEY CONTROL AB6821 AB6821 NAD 83(1986)- 35 44 57.33514(N) 078 51 09.26741(W) AD( ) 1 AB6821 NGVD 29 - 149.1 (m) 489. (f) GPS OBS AB6821 AB6821.Superseded values are not recommended for survey control. AB6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6821.See file dsdata.txt to determine how the superseded data were derived. AB6821 AB6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9416858265(NAD 83) AB6821_MARKER: DH = HORIZONTAL CONTROL DISK AB6821_SETTING: 0 = UNSPECIFIED SETTING AB6821_STAMPING: A. EARL SMITH 1995 AB6821_MARK LOGO: NCGS AB6821_PROJECTION: FLUSH AB6821_MAGNETIC: N = NO MAGNETIC MATERIAL AB6821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AB6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6821+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000 AB6821 AB6821 HISTORY - Date Condition Report By AB6821 HISTORY - 1995 MONUMENTED NCGS AB6821 HISTORY - 19950109 GOOD NCGS AB6821 HISTORY - 19950816 GOOD NCGS AB6821 HISTORY - 19990223 GOOD NCGS AB6821 HISTORY - 20000404 GOOD NCGS AB6821 AB6821 STATION DESCRIPTION AB6821 AB6821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6821'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF APEX. PROCEED AB6821'ALONG SR 1101 (NORTH SALEM STREET) FOR 0.05 MI (0.08 KM) SOUTH FROM US AB6821'64 TO A DRIVE LEADING TO SURVEYORS SUPPLY COMPANY, THENCE WEST ALONG AB6821'THE DRIVE FOR 0.05 MI (0.08 KM) TO THE STATION, IN A 12-INCH GRANITE AB6821'POST. MARK IS FLUSH WITH GROUND. LOCATED 23.5 FT (7.2 M) SOUTH OF THE AB6821'CENTERLINE OF THE DRIVE, 109.1 FT (33.3 M) EAST OF THE NORTHEAST AB6821'CORNER OF THE BUILDING, 30.4 FT (9.3 M) WEST OF THE SOUTH END OF A AB6821'CULVERT, AND 138.3 FT (42.2 M) NORTH OF A POWER POLE WITH A REFERENCE AB6821'TAG. AB6821 AB6821 STATION RECOVERY (1995) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (1995) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (1999) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (2000) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) AB6821'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ6536 *********************************************************************** EZ6536 CBN - This is a Cooperative Base Network Control Station. EZ6536 DESIGNATION - BATTS EZ6536 PID - EZ6536 EZ6536 STATE/COUNTY- NC/WAKE EZ6536 USGS QUAD - RALEIGH EAST (1993) EZ6536 EZ6536 *CURRENT SURVEY CONTROL EZ6536 ___________________________________________________________________ EZ6536* NAD 83(1986)- 35 50 25.00054(N) 078 34 45.61203(W) ADJUSTED EZ6536* NAVD 88 - 101.211 (meters) 332.06 (feet) ADJUSTED EZ6536 ___________________________________________________________________ EZ6536 LAPLACE CORR- -7.96 (seconds) DEFLEC99 EZ6536 GEOID HEIGHT- -33.03 (meters) GEOID99 EZ6536 DYNAMIC HT - 101.124 (meters) 331.77 (feet) COMP EZ6536 MODELED GRAV- 979,770.9 (mgal) NAVD 88 EZ6536 EZ6536 HORZ ORDER - FIRST EZ6536 VERT ORDER - SECOND CLASS II EZ6536 EZ6536.The North Carolina/South Carolina HARNS have been completed but, EZ6536.due to contractual restrictions, coordinates for these stations EZ6536.will NOT be published in the near future. In the interim, the EZ6536.published coordinates in North and South Carolina will not be EZ6536.consistent with the Continuously Operating Reference Stations EZ6536.(CORS). The HARN coordinates for these stations are available EZ6536.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6536.Lapine(803-896-7700). EZ6536. EZ6536.In addition, the published North and South Carolina positions EZ6536.(NAD 83 (1986)) are NOT consistent with those determined in EZ6536.adjacent state readjustments. The discontinuity between stations EZ6536.located in North or South Carolina and those in adjacent states EZ6536.which have been adjusted to the HARN may be as much as 5 EZ6536.decimeters. This will result in a significant loss of accuracy EZ6536.over lines crossing such state borders. EZ6536 EZ6536 EZ6536.The horizontal coordinates were established by GPS observations EZ6536.and adjusted by the National Geodetic Survey in December 1992. EZ6536 EZ6536.The orthometric height was determined by differential leveling EZ6536.and adjusted by the National Geodetic Survey in September 1998. EZ6536 EZ6536.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6536 EZ6536.The geoid height was determined by GEOID99. EZ6536 EZ6536.The dynamic height is computed by dividing the NAVD 88 EZ6536.geopotential number by the normal gravity value computed on the EZ6536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6536.degrees latitude (g = 980.6199 gals.). EZ6536 EZ6536.The modeled gravity was interpolated from observed gravity values. EZ6536 EZ6536; North East Units Scale Converg. EZ6536;SPC NC - 231,959.915 647,603.155 MT 0.99992523 +0 14 34.1 EZ6536;UTM 17 - 3,968,938.297 718,628.330 MT 1.00018902 +1 25 04.5 EZ6536 EZ6536 SUPERSEDED SURVEY CONTROL EZ6536 EZ6536 NGVD 29 - 101.49 (m) 333.0 (f) LEVELING 3 EZ6536 EZ6536.Superseded values are not recommended for survey control. EZ6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6536.See file dsdata.txt to determine how the superseded data were derived. EZ6536 EZ6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1862868938(NAD 83) EZ6536_MARKER: DH = HORIZONTAL CONTROL DISK EZ6536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6536_STAMPING: BATTS 1984 EZ6536_MARK LOGO: NCGS EZ6536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6536+STABILITY: SURFACE MOTION EZ6536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6536+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1995 EZ6536 EZ6536 HISTORY - Date Condition Report By EZ6536 HISTORY - 1984 MONUMENTED NCGS EZ6536 HISTORY - 19870101 GOOD NCGS EZ6536 HISTORY - 19871001 GOOD NCGS EZ6536 HISTORY - 19950109 GOOD NCGS EZ6536 EZ6536 STATION DESCRIPTION EZ6536 EZ6536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6536'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) NORTHEAST OF THE EZ6536'CAPITOL SQUARE IN RALEIGH. EZ6536' EZ6536'AT THE US 401 UNDERPASS OF US 1, ON THE NORTHWEST SIDE OF US 401 IN EZ6536'THE LARGE MEDIAN SOUTHWEST OF THE BRIDGE. EZ6536' EZ6536'THE STATION IS A STANDARD NCGS DISK STAMPED---BATTS 1984---, EZ6536'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6536'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6536'19.2 METERS (63.0 FT) NORTHWEST OF THE CENTER OF A US 401 CONCRETE EZ6536'ISLAND, EZ6536'21.5 METERS (70.5 FT) WEST OF THE WEST BRIDGE PILING, EZ6536'7.5 METERS (24.5 FT) EAST-SOUTHEAST OF A POWER POLE WITH A EZ6536'REFERENCE TAG, EZ6536'2.9 METERS (9.4 FT) EAST OF A GUY WIRE BASE, AND EZ6536'27.7 METERS (90.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE US 1 EZ6536'BRIDGE RAIL. EZ6536' EZ6536'MARK IS 8 FT ABOVE HIGHWAY. EZ6536 EZ6536 STATION RECOVERY (1987) EZ6536 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6536'RECOVERED AS DESCRIBED. EZ6536 EZ6536 STATION RECOVERY (1987) EZ6536 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6536'RECOVERED AS DESCRIBED. EZ6536 EZ6536 STATION RECOVERY (1995) EZ6536 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ6536'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH4804 *********************************************************************** AH4804 DESIGNATION - GARNER CABLEVISION TOWER AH4804 PID - AH4804 AH4804 STATE/COUNTY- NC/WAKE AH4804 USGS QUAD - GARNER (1993) AH4804 AH4804 *CURRENT SURVEY CONTROL AH4804 ___________________________________________________________________ AH4804* NAD 83(1986)- 35 42 06.80204(N) 078 34 59.91566(W) ADJUSTED AH4804* NAVD 88 - AH4804 ___________________________________________________________________ AH4804 LAPLACE CORR- -7.53 (seconds) DEFLEC99 AH4804 GEOID HEIGHT- -33.33 (meters) GEOID99 AH4804 AH4804 HORZ ORDER - THIRD AH4804 AH4804.The North Carolina/South Carolina HARNS have been completed but, AH4804.due to contractual restrictions, coordinates for these stations AH4804.will NOT be published in the near future. In the interim, the AH4804.published coordinates in North and South Carolina will not be AH4804.consistent with the Continuously Operating Reference Stations AH4804.(CORS). The HARN coordinates for these stations are available AH4804.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH4804.Lapine(803-896-7700). AH4804. AH4804.In addition, the published North and South Carolina positions AH4804.(NAD 83 (1986)) are NOT consistent with those determined in AH4804.adjacent state readjustments. The discontinuity between stations AH4804.located in North or South Carolina and those in adjacent states AH4804.which have been adjusted to the HARN may be as much as 5 AH4804.decimeters. This will result in a significant loss of accuracy AH4804.over lines crossing such state borders. AH4804 AH4804 AH4804.The horizontal coordinates were established by classical geodetic methods AH4804.and adjusted by the National Geodetic Survey in November 1998. AH4804 AH4804 AH4804.The Laplace correction was computed from DEFLEC99 derived deflections. AH4804 AH4804.The geoid height was determined by GEOID99. AH4804 AH4804; North East Units Scale Converg. AH4804;SPC NC - 216,604.999 647,308.670 MT 0.99990337 +0 14 25.8 AH4804;UTM 17 - 3,953,576.343 718,648.179 MT 1.00018915 +1 24 39.1 AH4804 AH4804 SUPERSEDED SURVEY CONTROL AH4804 AH4804.No superseded survey control is available for this station. AH4804 AH4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1864853576(NAD 83) AH4804_MARKER: 55 = TOWER AH4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4804+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 AH4804 AH4804 HISTORY - Date Condition Report By AH4804 HISTORY - UNK FIRST OBSERVED AH4804 HISTORY - 19920401 GOOD NCGS AH4804 HISTORY - 20030108 GOOD USPSQD AH4804 AH4804 STATION DESCRIPTION AH4804 AH4804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA) AH4804'STATION IS LOCATED IN EAST GARNER. ON THE EAST SIDE OF THE EAST GARNER AH4804'MIDDLE SCHOOL PROPERTY. TOWER IS TRIANGULAR -SHAPED, 320-FEET HIGH, AH4804'AND PAINTED SILVER. POINT POSITIONED IS THE FLASHING STROBE LIGHT. AH4804 AH4804 STATION RECOVERY (2003) AH4804 AH4804'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AH4804'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ0760 *********************************************************************** EZ0760 CBN - This is a Cooperative Base Network Control Station. EZ0760 DESIGNATION - GARNER RESET EZ0760 PID - EZ0760 EZ0760 STATE/COUNTY- NC/WAKE EZ0760 USGS QUAD - GARNER (1993) EZ0760 EZ0760 *CURRENT SURVEY CONTROL EZ0760 ___________________________________________________________________ EZ0760* NAD 83(1986)- 35 41 53.74448(N) 078 35 06.85142(W) ADJUSTED EZ0760* NAVD 88 - 125.518 (meters) 411.80 (feet) ADJUSTED EZ0760 ___________________________________________________________________ EZ0760 LAPLACE CORR- -7.52 (seconds) DEFLEC99 EZ0760 GEOID HEIGHT- -33.32 (meters) GEOID99 EZ0760 DYNAMIC HT - 125.407 (meters) 411.44 (feet) COMP EZ0760 MODELED GRAV- 979,744.3 (mgal) NAVD 88 EZ0760 EZ0760 HORZ ORDER - FIRST EZ0760 VERT ORDER - FIRST CLASS I EZ0760 EZ0760.The North Carolina/South Carolina HARNS have been completed but, EZ0760.due to contractual restrictions, coordinates for these stations EZ0760.will NOT be published in the near future. In the interim, the EZ0760.published coordinates in North and South Carolina will not be EZ0760.consistent with the Continuously Operating Reference Stations EZ0760.(CORS). The HARN coordinates for these stations are available EZ0760.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ0760.Lapine(803-896-7700). EZ0760. EZ0760.In addition, the published North and South Carolina positions EZ0760.(NAD 83 (1986)) are NOT consistent with those determined in EZ0760.adjacent state readjustments. The discontinuity between stations EZ0760.located in North or South Carolina and those in adjacent states EZ0760.which have been adjusted to the HARN may be as much as 5 EZ0760.decimeters. This will result in a significant loss of accuracy EZ0760.over lines crossing such state borders. EZ0760 EZ0760 EZ0760.The horizontal coordinates were established by classical geodetic methods EZ0760.and adjusted by the National Geodetic Survey in July 1986. EZ0760 EZ0760.The orthometric height was determined by differential leveling EZ0760.and adjusted by the National Geodetic Survey in June 1991. EZ0760 EZ0760.Photographs are available for this station. EZ0760 EZ0760.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0760 EZ0760.The geoid height was determined by GEOID99. EZ0760 EZ0760.The dynamic height is computed by dividing the NAVD 88 EZ0760.geopotential number by the normal gravity value computed on the EZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0760.degrees latitude (g = 980.6199 gals.). EZ0760 EZ0760.The modeled gravity was interpolated from observed gravity values. EZ0760 EZ0760; North East Units Scale Converg. EZ0760;SPC NC - 216,201.872 647,136.009 MT 0.99990287 +0 14 21.8 EZ0760;UTM 17 - 3,953,169.657 718,483.740 MT 1.00018826 +1 24 34.6 EZ0760 EZ0760: Primary Azimuth Mark Grid Az EZ0760:SPC NC - JACK 105 19 18.3 EZ0760:UTM 17 - JACK 104 09 05.5 EZ0760 EZ0760|---------------------------------------------------------------------| EZ0760| PID Reference Object Distance Geod. Az | EZ0760| dddmmss.s | EZ0760| AH4804 GARNER CABLEVISION TOWER 438.589 METERS 0232530.2 | EZ0760| EZ6212 GARNER RM 1 40.545 METERS 04646 | EZ0760| EZ4413 WENDELL MUN TANK APPROX.21.7 KM 0641727.6 | EZ0760| AH4732 RAILROAD 448.911 METERS 0724314.9 | EZ0760| EZ5237 JACK 400.870 METERS 1053340.1 | EZ0760| EZ4338 CLAYTON LIBERTY MILLS TANK APPROX.11.5 KM 1113913.3 | EZ0760| EZ4339 CLAYTON W MUN TANK APPROX.12.3 KM 1141932.2 | EZ0760| EZ4336 CLAYTON COTTON MILLS TANK APPROX.13.6 KM 1150155.2 | EZ0760| EZ5233 GARNER TV STATION WRAL TOWER APPROX. 5.1 KM 1181608.7 | EZ0760| EZ5234 GARNER TV STATION WTVD TOWER APPROX. 5.8 KM 1244656.7 | EZ0760| EZ6215 GARNER RM 6 80.163 METERS 13013 | EZ0760| EZ6213 GARNER RM 2 39.844 METERS 15910 | EZ0760| EZ0761 GARNER RM 4 34.650 METERS 17428 | EZ0760| EZ5239 MUNN NCGS 1965 304.652 METERS 25108 | EZ0760| EZ5313 APEX MUNICIPAL TANK APPROX.24.3 KM 2784041.5 | EZ0760| EZ5416 CARY MUNICIPAL TANK APPROX.20.2 KM 2985736.0 | EZ0760| EZ0756 GARNER AZ MK 3084457.8 | EZ0760| EZ5144 RALEIGH KELLY TRAINING SCH TK APPROX.14.5 KM 3164353.3 | EZ0760| EZ5141 RALEIGH DIX HILL ST HOSP STACK APPROX.10.1 KM 3202225.3 | EZ0760| EZ5146 RALEIGH MEREDITH COLL TALL STK APPROX.14.6 KM 3203123.4 | EZ0760| EZ5147 RALEIGH MEREDITH COLL TANK APPROX.14.7 KM 3204212.4 | EZ0760| EZ5149 RALEIGH NC STATE COLL STACK APPROX.12.1 KM 3220421.1 | EZ0760| EZ6214 GARNER RM 3 AZIMUTH 3231518.8 | EZ0760| EZ5152 RALEIGH SE MUNICIPAL TANK APPROX.11.3 KM 3274728.8 | EZ0760| EZ5139 RALEIGH CAROLINA HOTEL REV BCN APPROX.10.3 KM 3293243.1 | EZ0760| EZ5142 RALEIGH EDENTON METH CH SPIRE APPROX.10.6 KM 3303512.1 | EZ0760| EZ5077 RALEIGH RADIO STA WRAL MAST APPROX. 8.9 KM 3395635.3 | EZ0760| EZ0759 GARNER RM 5 80.112 METERS 35429 | EZ0760|---------------------------------------------------------------------| EZ0760 EZ0760 SUPERSEDED SURVEY CONTROL EZ0760 EZ0760 NGVD 29 - 125.792 (m) 412.70 (f) ADJ UNCH 1 1 EZ0760 EZ0760.Superseded values are not recommended for survey control. EZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0760.See file dsdata.txt to determine how the superseded data were derived. EZ0760 EZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1848453170(NAD 83) EZ0760_MARKER: DS = TRIANGULATION STATION DISK EZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0760_STAMPING: GARNER 1933 1957 EZ0760_MARK LOGO: CGS EZ0760_PROJECTION: FLUSH EZ0760_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0760+STABILITY: SURFACE MOTION EZ0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0760+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002 EZ0760 EZ0760 HISTORY - Date Condition Report By EZ0760 HISTORY - 1957 MONUMENTED CGS EZ0760 HISTORY - 1960 MARK NOT FOUND USGS EZ0760 HISTORY - 1968 GOOD NCGS EZ0760 HISTORY - 1968 GOOD CGS EZ0760 HISTORY - 1968 GOOD NGS EZ0760 HISTORY - 1969 GOOD CGS EZ0760 HISTORY - 1970 GOOD NGS EZ0760 HISTORY - 1978 MARK NOT FOUND DOD EZ0760 HISTORY - 19881101 GOOD NCGS EZ0760 HISTORY - 19950109 GOOD NCGS EZ0760 HISTORY - 19950821 GOOD NCGS EZ0760 HISTORY - 19960109 GOOD NCGS EZ0760 HISTORY - 20000303 GOOD NGS EZ0760 HISTORY - 20020604 GOOD NGS EZ0760 EZ0760 STATION DESCRIPTION EZ0760 EZ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ0760'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED EZ0760'AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARKS 2 AND 3 EZ0760'WERE NOT RECOVERED SO REFERENCE MARK NO. 4 AND AN AZIMUTH EZ0760'MARK WERE ESTABLISHED. REFERENCE MARK NO. 4 IS 5 FEET NORTHEAST EZ0760'OF THE NORTHEAST CORNER OF SHED. THE MARK PROJECTS ABOUT 6 EZ0760'INCHES AND THE DISK IS STAMPED GARNER NO 4 1933. EZ0760'AZIMUTH MARK IS 32 FEET NORTH OF THE APPROXIMATE CENTER OF EZ0760'BLACKTOP ROAD, 6 FEET WEST OF UTILITY POLE AND 2 FEET WEST EZ0760'OF WITNESS POST. THE MARK PROJECTS ABOUT 3 INCHES AND THE EZ0760'DISK IS STAMPED GARNER 1957. UPON REQUEST OF EZ0760'THE LAND OWNER THE STATION MARK WAS LOWERED TO A DEPTH OF EZ0760'ABOUT 1 FOOT BELOW THE SURFACE AS THE STATION IS NOW IN EZ0760'CULTIVATED FIELD. STATION IS 110 FEET WEST OF THE EZ0760'APPROXIMATE CENTER OF DRIVEWAY, 61 FEET NORTHWEST OF A LONE EZ0760'TREE AND 40 FEET WEST OF THE EAST EDGE OF CULTIVATED FIELD. EZ0760'THE DISK IS STAMPED GARNER 1933 1957. EZ0760' EZ0760'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND EZ0760'STATE HIGHWAY 50, AT THE OVERPASS IN THE SOUTH EDGE OF GARNER, EZ0760'GO EAST ON U.S. HIGHWAY 70 FOR 1.65 MILES TO A DRIVEWAY ON EZ0760'LEFT. TURN LEFT ON DRIVEWAY AND GO NORTHERLY FOR 0.1 MILE TO EZ0760'THE REMAINS OF OLD HOUSE AND STATION ON THE LEFT AS DESCRIBED. EZ0760'TO REACH AZIMUTH MARK CONTINUE NORTH ON DRIVEWAY FOR 0.05 MILE EZ0760'TO GRAVEL ROAD. TURN LEFT AND FOLLOW MAIN GRAVELLED ROAD FOR EZ0760'0.45 MILE TO JUNCTION OF OLD U.S. HIGHWAY 70. TURN LEFT AND EZ0760'GO WEST FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE EZ0760'OF ROAD AS DESCRIBED. EZ0760' EZ0760'1957 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER. EZ0760 EZ0760 STATION RECOVERY (1960) EZ0760 EZ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 EZ0760'STATION NOT RECOVERED. THE POST WAS IN POSITION BUT THE EZ0760'DISK WAS MISSING. EZ0760' EZ0760'REFERENCE MARK 2 FOR THIS STATION WAS FOUND DESTROYED. EZ0760 EZ0760 STATION RECOVERY (1968) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ0760'GARNER 1933 GOOD EZ0760' EZ0760'RM 4 1957 GOOD, DISTANCE CHECKED EZ0760' EZ0760'RM 5 1968 GOOD, DISTANCE 263.20 FEET EZ0760' EZ0760'AZ. MARK GOOD EZ0760' EZ0760'TO REACH STATION FROM INTERSECTION OF NC 50 WITH U.S. 70 EZ0760'IN GARNER, GO E ON U.S. 70 FOR 1.8 MILE TO INTERSECTION OF EZ0760'SR 2547, TURN LEFT (NORTHERLY) ON SR 2547 FOR 0.2 MILE TO EZ0760'FARM ROAD ON LEFT (W SIDE) JUST BEFORE YOU REACH RR, TURN SW EZ0760'ON FARM ROAD ABOUT 250 FT. TO STATION WHICH IS 88 FT. NW OF C/L EZ0760'OF DIRT FARM ROAD IN MIDDLE OF CULTIVATED FIELD. EZ0760 EZ0760 STATION RECOVERY (1968) EZ0760 EZ0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS) EZ0760'THE STATION MARK, STAMPED GARNER 1933 1957, IS ABOUT 1.15 MILES EZ0760'SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM EZ0760'THE STATION AT GARNER, 0.1 MILE SOUTH OF THE TRACK, 90 FEET EZ0760'WEST OF THE CENTERLINE OF A TRAIL ROAD, 96 FEET NORTH OF THE EZ0760'SOUTH EDGE OF A FIELD, 281 FEET NORTHWEST OF A 32-INCH PECAN TREE EZ0760'WHICH IS LOCATED BETWEEN TWO SMALL BUILDINGS, AND SET IN THE TOP EZ0760'OF A CONCRETE POST ABOUT 12 INCHES BELOW THE SURFACE OF THE EZ0760'GROUND. EZ0760' EZ0760'R.M. 4, STAMPED GARNER NO 4 1933, IS 113.69 FEET SOUTH OF THE EZ0760'STATION MARK, 0.1 MILE SOUTH OF THE TRACK, 113 FEET SOUTHWEST EZ0760'OF THE CENTERLINE OF A TRAIL ROAD, 231 FEET WEST OF A 32-INCH EZ0760'PECAN TREE WHICH IS LOCATED BETWEEN TWO SMALL BUILDINGS, 133 EZ0760'FEET NORTHWEST OF A 20-INCH PECAN TREE, 376.84 FEET SOUTH OF EZ0760'GARNER R.M. 5, AND SET IN THE TOP OF A CONCRETE POST WHICH EZ0760'PROJECTS 2 INCHES. EZ0760' EZ0760'R.M. 5, STAMPED GARNER NO 5 1933 1968, IS 263.15 FEET NORTH EZ0760'OF THE STATION MARK, 157 FEET SOUTH OF THE CENTER OF A CROSSING EZ0760'OF THE RAILROAD AND SECONDARY ROAD 2547, 125 FEET SOUTHWEST OF THE EZ0760'SOUTHWEST RAIL OF THE TRACK, 53 FEET SOUTHWEST OF THE EZ0760'CENTERLINE OF SECONDARY ROAD 2547, 8 FEET NORTHWEST OF A EZ0760'TELEPHONE POLE WHICH IS BRACED BY 8 GUY WIRES, AND IN LINE WITH EZ0760'A ROW OF TELEPHONE POLES, 376.84 FEET NORTH OF GARNER R.M. 4, EZ0760'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4-1/2 FEET EZ0760'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A EZ0760'CONCRETE POST WHICH PROJECTS 3 INCHES. EZ0760' EZ0760'THE AZIMUTH MARK, STAMPED GARNER 1957, IS 0.7 MILE NORTHWEST EZ0760'OF THE STATION MARK, 0.1 MILE SOUTHEAST OF A TWO-STORY EZ0760'FARMHOUSE WHICH IS LOCATED ON A HILL, 32 FEET NORTH OF THE EZ0760'CENTERLINE OF THE ROAD, 5-1/2 FEET WEST OF A POWER POLE, 1.4 EZ0760'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL EZ0760'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH EZ0760'PROJECTS 6 INCHES. EZ0760' EZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0760'1.15 MILES SOUTHEAST. EZ0760 EZ0760 STATION RECOVERY (1968) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EZ0760'1.2 MI SE FROM GARNER. EZ0760'ABOUT 1.15 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0760'RAILROAD FROM THE STATION AT GARNER, 0.1 MILE SOUTH OF THE TRACK, EZ0760'90 FEET WEST OF THE CENTERLINE OF A TRAIL ROAD, 96 FEET NORTH OF EZ0760'THE SOUTH EDGE OF A FIELD, 281 FEET NORTHWEST OF A 32-INCH PECAN EZ0760'TREE WHICH IS LOCATED BETWEEN TWO SMALL BUILDINGS, 263.15 FEET EZ0760'SOUTH OF GARNER R.M. 5, 113.69 FEET NORTH OF GARNER R.M. 4, EZ0760'AND SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES BELOW THE EZ0760'SURFACE OF THE GROUND. EZ0760 EZ0760 STATION RECOVERY (1969) EZ0760 EZ0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP) EZ0760'STATION WAS RECOVERED AS DESCRIBED BY G. R. SCHAEFER IN 1968 EZ0760'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION. THE EZ0760'AZIMUTH MARK AND THE RADIO TOWERS TO THE NORTHWEST OF STATION EZ0760'ARE NO LONGER VISIBLE FROM THE GROUND BECAUSE OF THE GROWTH EZ0760'OF TREES. A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE EZ0760'REFERENCE MARKS. THE 1968 DESCRIPTION IS ADEQUATE FOR EZ0760'RECOVERY. EZ0760' EZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0760'1 MILE SOUTHEAST OF GARNER. EZ0760 EZ0760 STATION RECOVERY (1970) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EZ0760'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, EZ0760'HOWEVER RM NO. 4 WAS REMOVED AT LAND-OWNERS REQUEST, AND A EZ0760'NEW RM, NO. 6, WAS ESTABLISHED. THE 1957 AZIMUTH MARK IS NOW EZ0760'BLOCKED BY PINE THICKET, SO A TRAVERSE STATION OF THE NORTH EZ0760'CAROLINA GEODETIC SURVEY WAS USED AS NEW AZIMUTH MARK. A EZ0760'COMPLETE DESCRIPTION FOLLOWS-- EZ0760' EZ0760'STATION IS LOCATED IN A CULTIVATED FIELD ON HIGH GROUND EZ0760'ABOUT MIDWAY BETWEEN U.S. HIGHWAY 70 AND THE SOUTHERN RAILWAY EZ0760'CO. TRACKS, ON PROPERTY OF MR. L. C. YEARGAN. EZ0760' EZ0760'TO REACH STATION FROM THE POST OFFICE IN GARNER, CROSS EZ0760'RAILROAD TRACKS AND GO SOUTHEAST FOR 0.9 MILE TO CROSSROAD. TURN EZ0760'RIGHT AND GO ON COUNTY ROAD 2547 FOR 0.4 MILE TO TRACK EZ0760'ROAD RIGHT, JUST AFTER CROSSING RAILROAD TRACKS. GO RIGHT EZ0760'0.05 MILE TO STATION ON RIGHT. EZ0760' EZ0760'STATION MARK IS A STANDARD DISK STAMPED GARNER 1933 1957, SET EZ0760'IN CONCRETE 12 INCHES BELOW GROUND LEVEL. IT IS 281 FEET EZ0760'WEST-NORTHWEST OF LARGE PECAN TREE SETTING BETWEEN TWO OLD EZ0760'BUILDINGS, 87 FEET WEST OF CENTER LINE OF THE TRACK ROAD. EZ0760' EZ0760'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED EZ0760'GARNER 1933 NO 5 1968, SET IN THE TOP OF A 12-INCH-DIAMETER, EZ0760'CONCRETE MONUMENT PROJECTING 2 INCHES FROM GROUND. IT IS 8 FEET EZ0760'WEST OF TELEGRAPH POLE 3590, 77 FEET WEST-SOUTHWEST OF EZ0760'INTERSECTION OF TRACK ROAD AND MACADAM ROAD, 2-1/2 FEET EZ0760'NORTH OF A METAL WITNESS POST, AND ABOUT 5 FEET LOWER THAN EZ0760'STATION MARK. EZ0760' EZ0760'REFERENCE MARK NUMBER SIX IS A STANDARD DISK STAMPED GARNER 1933 EZ0760'NO 6 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE EZ0760'MONUMENT PROJECTING 2 INCHES FROM GROUND. IT IS AT THE WEST EZ0760'END OF THE SOUTH 1 OF THE 2 OLD BUILDINGS, 3.6 FEET SOUTH OF THE EZ0760'END OF A FUEL TANK, 2 FEET WEST OF THE WALL, AND AT ABOUT SAME EZ0760'ELEVATION AS STATION MARK. EZ0760' EZ0760'JACK (NCGS) WILL SERVE AS THE AZIMUTH MARK. IT IS A BRONZE EZ0760'DISK STAMPED JACK 1965, SET IN A 10-INCH-DIAMETER, CONCRETE EZ0760'MONUMENT FLUSH WITH GROUND. ALONG TELEPHONE LINE, ON NORTH SIDE EZ0760'OF A TREE ROW, 6 FEET NORTH OF CENTER LINE OF FIELD ROAD AND 4.2 EZ0760'FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH AN ALUMINUM EZ0760'TRIANGLE OF THE NORTH CAROLINA GEODETIC SURVEY ON ITS EAST EZ0760'SIDE. TO REACH THE MARK FROM STATION, GO BACK TO COUNTY RD. EZ0760'2547, GO RIGHT 0.05 MILE. BEAR LEFT AND FOLLOW FIELD ROAD EZ0760'ALONG TELEPHONE LINE FOR 0.2 MILE TO MARK ON LEFT. EZ0760' EZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0760'1 MILE SOUTHEAST OF GARNER. EZ0760 EZ0760 STATION RECOVERY (1978) EZ0760 EZ0760'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0760'MARK NOT FOUND. EZ0760 EZ0760 STATION RECOVERY (1988) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ0760'RECOVERED IN GOOD CONDITION. EZ0760 EZ0760 STATION RECOVERY (1995) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ0760'RECOVERED BY NCGS IN 1995. STATION MARK, REFERENCE MARK 5 AND AZIMUTH EZ0760'MARK RECOVERED IN GOOD CONDITION. RM 1, RM 2, RM 3, RM 4, AND RM 6 EZ0760'WERE NOT FOUND AND HAVE PROBABLY BEEN DESTROYED BY CULTIVATION. THE EZ0760'LINE OF SIGHT TO THE AZIMUTH MARK IS BLOCKED BY TREES SO NCGS STATION EZ0760'JACK WILL SERVE AS THE AZIMUTH MARK. STATION IS ABOUT 1 MI (1.6 KM) EZ0760'SOUTHEAST OF GARNER AND ABOUT 6.25 MI (10.06 KM) SOUTH-SOUTHEAST OF EZ0760'RALEIGH. PROCEED ALONG US 70 FOR 0.5 MI (0.8 KM) NORTHWEST FROM I-40, EZ0760'EAST OF GARNER, THENCE ALONG SR 2547 (JONES SAUSAGE ROAD) FOR 0.2 MI EZ0760'(0.3 KM) NORTH TO AN OLD FIELD PATH LEADING WEST AND STATION IN THE EZ0760'FIELD, OR ALONG SR 2547 FOR 0.4 MI (0.6 KM) SOUTHEAST FROM OLD GARNER EZ0760'ROAD. MARK IS ABOUT 12-INCHES BELOW GROUND. LOCATED 240.0 FT (73.2 M) EZ0760'SOUTHWEST OF THE CENTERLINE OF SR 2547, 263.07 FT (80.18 M) SOUTH OF EZ0760'REFERENCE MARK 5--AND 281.0 FT (85.6 M) NORTHWEST OF A 36-INCH PECAN, EZ0760'241.0 FT (73.5 M) NORTH OF A 30-INCH PECAN, 103.4 FT (31.5 M) EZ0760'WEST-SOUTHWEST OF NORTHERN TRUNK OF A MULTI TRUNK WILD CHERRY--ALL EZ0760'THREE WITH REFERENCE TAGS. REFERENCE MARK 5, STAMPED---GARNER NO 5 EZ0760'1933 1968---IS RECESSED 1-INCH BELOW GROUND. LOCATED 51.0 FT (15.5 M) EZ0760'SOUTHWEST OF THE CENTERLINE OF SR 2547--AND 3.5 FT (1.1 M) WEST OF A EZ0760'9-INCH WATER OAK, 39.0 FT (11.9 M) NORTHWEST OF A 16-INCH PINE--BOTH EZ0760'WITH REFERENCE TAGS. EZ0760 EZ0760 STATION RECOVERY (1995) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ0760'RECOVERED AS DESCRIBED. EZ0760 EZ0760 STATION RECOVERY (1996) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ0760'RECOVERED AS DESCRIBED. EZ0760 EZ0760 STATION RECOVERY (2000) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ED) EZ0760'RECOVERED AS DESCRIBED. EZ0760 EZ0760 STATION RECOVERY (2002) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DBC) EZ0760'THE STATION 1 MI (1.6 KM) SOUTHEAST OF GARNER AND 6.25 MI (10.06 KM) EZ0760'SOUTH-SOUTHEAST OF RALEIGH. TO REACH THE STATION FROM EXIT 303 FOR EZ0760'JONES SAUAGE ROAD AND I-40 EAST BOUND, (SOUTHEAST OF RALEIGH) , GO EZ0760'0.40 MI (0.64 KM) SOUTH ALONG EXIT ROAD TO JUNCTION ON JONES SAUAGE EZ0760'ROAD, THENCE 1.4 MI (2.3 KM) SOUTHWEST ALONG JONES SAUAGE ROAD TO THE EZ0760'INTERSECTION OF EAST GARNER ROAD TO A STOP SIGN, CONTINUE 0.35 MI EZ0760'(0.56 KM) SOUTHWEST ALONG JONES SAUAGE ROAD TO RAILROAD TRACKS, EZ0760'CONTINUE 0.05 MI (0.08 KM) SOUTHEAST ALONG JONES SAUAGE ROAD TO MARK EZ0760'ON RIGHT UP A HILL IN AN OPEN FIELD. THE STATION IS 81.5 FT. (24.8 M) EZ0760'WEST OF THE CENTERLINE OF A DIM TRUCK PATH, 263.07 FT. (80.18 M) SOUTH EZ0760'OF REFERENCE MARK 5, 222.0 FT. (67.7 M) WEST OF THE CENTERLINE OF THE EZ0760'NEW ALIGNED JONES SAUGAGE RD, AND 103.4 FT. (31.5 M) WEST-SOUTHWEST OF EZ0760'NORTHERN TRUNK OF A MULTI TRUNK WILD CHERRY TREE WITH REFERENCE TAG, A EZ0760'CONCRETE POST RECESSED 1 FT.. NOTE--I WAS TOLD BY CONSTRUCTION EZ0760'ENGINEER THAT THE FIELD WHERE THE BM IS LOCATED WILL BE DESTORYED IN EZ0760'NEAR FUTURE. A LOT HAS CHANGED ALREADY WITH THE RELIGNEMENT PROJECT, EZ0760'AND MORE TO COME. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ5844 *********************************************************************** EZ5844 DESIGNATION - GARNER TV STA WTVD NEW TOWER EZ5844 PID - EZ5844 EZ5844 STATE/COUNTY- NC/WAKE EZ5844 USGS QUAD - GARNER (1993) EZ5844 EZ5844 *CURRENT SURVEY CONTROL EZ5844 ___________________________________________________________________ EZ5844* NAD 83(1986)- 35 40 06.18652(N) 078 31 58.14594(W) ADJUSTED EZ5844* NAVD 88 - EZ5844 ___________________________________________________________________ EZ5844 LAPLACE CORR- -6.25 (seconds) DEFLEC99 EZ5844 GEOID HEIGHT- -33.58 (meters) GEOID99 EZ5844 EZ5844 HORZ ORDER - THIRD EZ5844 EZ5844.The North Carolina/South Carolina HARNS have been completed but, EZ5844.due to contractual restrictions, coordinates for these stations EZ5844.will NOT be published in the near future. In the interim, the EZ5844.published coordinates in North and South Carolina will not be EZ5844.consistent with the Continuously Operating Reference Stations EZ5844.(CORS). The HARN coordinates for these stations are available EZ5844.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5844.Lapine(803-896-7700). EZ5844. EZ5844.In addition, the published North and South Carolina positions EZ5844.(NAD 83 (1986)) are NOT consistent with those determined in EZ5844.adjacent state readjustments. The discontinuity between stations EZ5844.located in North or South Carolina and those in adjacent states EZ5844.which have been adjusted to the HARN may be as much as 5 EZ5844.decimeters. This will result in a significant loss of accuracy EZ5844.over lines crossing such state borders. EZ5844 EZ5844 EZ5844.The horizontal coordinates were established by classical geodetic methods EZ5844.and adjusted by the National Geodetic Survey in December 1990. EZ5844 EZ5844 EZ5844.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5844 EZ5844.The geoid height was determined by GEOID99. EZ5844 EZ5844; North East Units Scale Converg. EZ5844;SPC NC - 212,908.339 651,895.256 MT 0.99989895 +0 16 10.7 EZ5844;UTM 17 - 3,949,973.020 723,310.689 MT 1.00021455 +1 26 21.1 EZ5844 EZ5844 SUPERSEDED SURVEY CONTROL EZ5844 EZ5844.No superseded survey control is available for this station. EZ5844 EZ5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2331149973(NAD 83) EZ5844_MARKER: 42 = RADIO/TV MAST EZ5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5844+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002 EZ5844 EZ5844 HISTORY - Date Condition Report By EZ5844 HISTORY - 1981 FIRST OBSERVED NCGS EZ5844 HISTORY - 19850101 GOOD NCGS EZ5844 HISTORY - 20021227 GOOD USPSQD EZ5844 EZ5844 STATION DESCRIPTION EZ5844 EZ5844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH) EZ5844'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES EAST-SOUTHEAST OF EZ5844'GARNER. EZ5844' EZ5844'TO REACH STATION PROCEED EAST-SOUTHEAST ALONG US 70 FOR 6.1 MILES, EZ5844'FROM THE NC 50 OVERPASS IN GARNER TO A ROAD SOUTHWEST, THENCE EZ5844'SOUTHWEST ALONG ROAD FOR 0.85 MILE TO THE WTVD MAST. THE MAST IS EZ5844'2000 FEET TALL WITH ANTENNA AND STROBE LIGHT ON TOP. EZ5844' EZ5844'STATION IS THE TOP STROBE LIGHT ON THE WTVD TV MAST. EZ5844 EZ5844 STATION RECOVERY (1985) EZ5844 EZ5844'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB) EZ5844'RECOVERED AS DESCRIBED. EZ5844 EZ5844 STATION RECOVERY (2002) EZ5844 EZ5844'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ5844'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ5843 *********************************************************************** EZ5843 DESIGNATION - GARNER WRAL TV STA TOWER EZ5843 PID - EZ5843 EZ5843 STATE/COUNTY- NC/WAKE EZ5843 USGS QUAD - GARNER (1993) EZ5843 EZ5843 *CURRENT SURVEY CONTROL EZ5843 ___________________________________________________________________ EZ5843* NAD 83(1986)- 35 40 35.13926(N) 078 32 07.22063(W) ADJUSTED EZ5843* NAVD 88 - EZ5843 ___________________________________________________________________ EZ5843 LAPLACE CORR- -6.40 (seconds) DEFLEC99 EZ5843 GEOID HEIGHT- -33.56 (meters) GEOID99 EZ5843 EZ5843 HORZ ORDER - THIRD EZ5843 EZ5843.The North Carolina/South Carolina HARNS have been completed but, EZ5843.due to contractual restrictions, coordinates for these stations EZ5843.will NOT be published in the near future. In the interim, the EZ5843.published coordinates in North and South Carolina will not be EZ5843.consistent with the Continuously Operating Reference Stations EZ5843.(CORS). The HARN coordinates for these stations are available EZ5843.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5843.Lapine(803-896-7700). EZ5843. EZ5843.In addition, the published North and South Carolina positions EZ5843.(NAD 83 (1986)) are NOT consistent with those determined in EZ5843.adjacent state readjustments. The discontinuity between stations EZ5843.located in North or South Carolina and those in adjacent states EZ5843.which have been adjusted to the HARN may be as much as 5 EZ5843.decimeters. This will result in a significant loss of accuracy EZ5843.over lines crossing such state borders. EZ5843 EZ5843 EZ5843.The horizontal coordinates were established by classical geodetic methods EZ5843.and adjusted by the National Geodetic Survey in December 1990. EZ5843 EZ5843 EZ5843.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5843 EZ5843.The geoid height was determined by GEOID99. EZ5843 EZ5843; North East Units Scale Converg. EZ5843;SPC NC - 213,799.500 651,662.878 MT 0.99989998 +0 16 05.5 EZ5843;UTM 17 - 3,950,859.530 723,060.089 MT 1.00021317 +1 26 16.8 EZ5843 EZ5843 SUPERSEDED SURVEY CONTROL EZ5843 EZ5843.No superseded survey control is available for this station. EZ5843 EZ5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2306050860(NAD 83) EZ5843_MARKER: 43 = RADIO/TV TOWER EZ5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5843+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 EZ5843 EZ5843 HISTORY - Date Condition Report By EZ5843 HISTORY - 1981 FIRST OBSERVED NCGS EZ5843 HISTORY - 19860828 GOOD NCGS EZ5843 HISTORY - 20030108 GOOD USPSQD EZ5843 EZ5843 STATION DESCRIPTION EZ5843 EZ5843'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH) EZ5843'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES EAST-SOUTHEAST OF EZ5843'GARNER. EZ5843' EZ5843'TO REACH THE STATION PROCEED EAST-SOUTHEAST ALONG US 70 FOR 5.5 MILES, EZ5843'FROM THE NC 50 OVERPASS IN GARNER, TO A ROAD SOUTH, THENCE SOUTH FOR EZ5843'0.4 MILE TO THE WRAL TV MAST. THE MAST IS 2000 FEET TALL, WITH EZ5843'ANTENNA AND STROBE LIGHT ON TOP. EZ5843' EZ5843'STATION IS THE TOP STROBE LIGHT ON THE WRAL TV MAST. EZ5843 EZ5843 STATION RECOVERY (1986) EZ5843 EZ5843'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5843'RECOVERED AS DESCRIBED. EZ5843 EZ5843 STATION RECOVERY (2003) EZ5843 EZ5843'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EZ5843'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ6701 *********************************************************************** EZ6701 PACS - This is a Primary Airport Control Station. EZ6701 DESIGNATION - RDU E EZ6701 PID - EZ6701 EZ6701 STATE/COUNTY- NC/WAKE EZ6701 USGS QUAD - CARY (1993) EZ6701 EZ6701 *CURRENT SURVEY CONTROL EZ6701 ___________________________________________________________________ EZ6701* NAD 83(2001)- 35 52 24.10366(N) 078 48 06.42999(W) ADJUSTED EZ6701* NAVD 88 - 111.17 (meters) 364.7 (feet) GPS OBS EZ6701 ___________________________________________________________________ EZ6701 X - 1,004,870.439 (meters) COMP EZ6701 Y - -5,075,797.009 (meters) COMP EZ6701 Z - 3,716,861.078 (meters) COMP EZ6701 LAPLACE CORR- -5.95 (seconds) DEFLEC99 EZ6701 ELLIP HEIGHT- 79.17 (meters) (01/30/03) GPS OBS EZ6701 GEOID HEIGHT- -32.00 (meters) GEOID99 EZ6701 EZ6701 HORZ ORDER - B EZ6701 ELLP ORDER - FIRST CLASS I EZ6701 EZ6701.This mark is at Durham Intl-Raleigh Airport (RDU) EZ6701 EZ6701.The North Carolina/South Carolina HARNS have been completed but, EZ6701.due to contractual restrictions, coordinates for these stations EZ6701.will NOT be published in the near future. In the interim, the EZ6701.published coordinates in North and South Carolina will not be EZ6701.consistent with the Continuously Operating Reference Stations EZ6701.(CORS). The HARN coordinates for these stations are available EZ6701.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ6701.Lapine(803-896-7700). EZ6701. EZ6701.In addition, the published North and South Carolina positions EZ6701.(NAD 83 (1986)) are NOT consistent with those determined in EZ6701.adjacent state readjustments. The discontinuity between stations EZ6701.located in North or South Carolina and those in adjacent states EZ6701.which have been adjusted to the HARN may be as much as 5 EZ6701.decimeters. This will result in a significant loss of accuracy EZ6701.over lines crossing such state borders. EZ6701 EZ6701 EZ6701.The horizontal coordinates were established by GPS observations EZ6701.and adjusted by the National Geodetic Survey in January 2003. EZ6701.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EZ6701.DATUM ITEM on the data sheet items page. EZ6701 EZ6701.The orthometric height was determined by GPS observations and a EZ6701.high-resolution geoid model. EZ6701 EZ6701.GPS derived orthometric heights for airport stations designated as EZ6701.PACS or SACS are published to 2 decimal places. This maintains EZ6701.centimeter relative accuracy between the PACS and SACS. It does EZ6701.not indicate centimeter accuracy relative to other marks which are EZ6701.part of the NAVD 88 network. EZ6701 EZ6701.Photographs are available for this station. EZ6701 EZ6701.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ6701 EZ6701.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6701 EZ6701.The ellipsoidal height was determined by GPS observations EZ6701.and is referenced to NAD 83. EZ6701 EZ6701.The geoid height was determined by GEOID99. EZ6701 EZ6701; North East Units Scale Converg. EZ6701;SPC NC - 235,567.905 627,500.204 MT 0.99993133 +0 06 51.9 EZ6701;UTM 17 - 3,972,134.077 698,451.440 MT 1.00008531 +1 17 18.8 EZ6701 EZ6701 SUPERSEDED SURVEY CONTROL EZ6701 EZ6701 NAD 83(1995)- 35 52 24.10391(N) 078 48 06.43013(W) AD( ) B EZ6701 NAD 83(1986)- 35 52 24.10680(N) 078 48 06.44028(W) AD( ) 2 EZ6701 NGVD 29 - 111. (m) 364. (f) GPS OBS EZ6701 EZ6701.Superseded values are not recommended for survey control. EZ6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6701.See file dsdata.txt to determine how the superseded data were derived. EZ6701 EZ6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9845172134(NAD 83) EZ6701_MARKER: DD = SURVEY DISK EZ6701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6701_STAMPING: RDU E 1990 EZ6701_MARK LOGO: NOS EZ6701_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6701+STABILITY: SURFACE MOTION EZ6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6701+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002 EZ6701 EZ6701 HISTORY - Date Condition Report By EZ6701 HISTORY - 1990 MONUMENTED NOS EZ6701 HISTORY - 19920615 GOOD NGS EZ6701 HISTORY - 19920818 GOOD EZ6701 HISTORY - 20000301 GOOD NGS EZ6701 HISTORY - 20010414 GOOD NGS EZ6701 HISTORY - 20020604 GOOD NGS EZ6701 EZ6701 STATION DESCRIPTION EZ6701 EZ6701'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 EZ6701'THE STATION IS LOCATED BETWEEN RALEIGH AND DURHAM, N.C. AT THE EZ6701'RALEIGH-DURHAM INTL AIRPORT ON THE SOUTHWEST PART OF THE AIRFIELD EZ6701'NEAR THE APPROACH END OF RUNWAY 5L JUST SOUTHEAST OF THE EAST EDGE OF EZ6701'A LOCALIZER SERVICE ROAD. EZ6701'TO REACH THE STATION CONTACT THE AIRPORT OPERATIONS MANGER IN TERMINAL EZ6701'A OF THE AIRPORT. THE AIRFIELD CONSISTS OF CONTROLLED MOVEMENT EZ6701'AREAS AND PERMISSION TO ACCESS THE FIELD MUST BE OBTAINED. POINT OF EZ6701'CONTACT MR. ROBIN WHITCHER, OPERATIONS MANGER, RALEIGH-DURHAM AIRPORT EZ6701'AUTHORITY, P.O. BOX 80001, RDU AIRPORT, N.C. 27623-0001, PHONE EZ6701'919-840-2111. EZ6701'THE STATION MARK IS A BRONZE NOS DISK STAMPED---RDU E 1990--- SET IN A EZ6701'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS, 231.2 EZ6701'FT (70.5 M) SOUTHEAST OF THE SOUTH CORNER OF THE BLAST PAD FOR RUNWAY EZ6701'5L, 102.0 FT (31.1 M) SOUTHWEST OF THE EDGE OF THE TAXIWAY, 69.4 FT EZ6701'(21.2 M) SOUTHOF THE SOUTHWEST CORNER OF A RUNWAY HOLD SIGN, 57.1 FT EZ6701'(17.4 M) SOUTHWEST OF AN ILS CRITICAL AREA SIGN, 44.6 FT (13.6 M) EZ6701'SOUTHWEST OF A POINT ON LINE WITH THE BACK EDGE OF THE BLAST PAD EZ6701'PERPENDICULAR TO THE STATION, AND 6.0 FT (1.8 M) SOUTHEAST OF THE EZ6701'EAST EDGE OF THE LOCALIZER SERVICE ROAD. EZ6701 EZ6701 STATION RECOVERY (1992) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EZ6701'9THE STATION IS LOCATED SE OF THE END OF RWY 5L ALONG THE EAST SIDE OF EZ6701'THE LOCALIZER SERVICE ROAD. THE STATION IS 231.2 FT (70.5 M) SE OF EZ6701'THE S CORNER OF THE BLAST PAD FOR 5L, 69.4 FT (21.2 M) S OF THE SW EZ6701'CORNER OF A RWY HOLD SIGN, 102 FT (31.1 M) SW OF THE EDGE OF THE EZ6701'TAXIWAY, 57.1 FT (17.4 M) SW OF A ILS CRITICAL AREA SIGN, AND 6.0 FT EZ6701'(1.8 M) SE OF THE EAST EDGE OF THE LOCALIZER SERVICE ROAD. THE EZ6701'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE POST FLUSH EZ6701'WITH THE GROUND STAMPED RDU E 1990. EZ6701 EZ6701 STATION RECOVERY (1992) EZ6701 EZ6701'RECOVERED 1992 EZ6701'RECOVERED IN GOOD CONDITION. EZ6701 EZ6701 STATION RECOVERY (2000) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ED) EZ6701'RECOVERED AS DESCRIBED. THIS STATION HAS BEEN SELECTEDE AS THE EZ6701'PRIMARY AIRPORT CONTROL STATION (PACS) . EZ6701 EZ6701 STATION RECOVERY (2001) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM) EZ6701'RECOVERED AS DESCRIBED. EZ6701' EZ6701' EZ6701 EZ6701 STATION RECOVERY (2002) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA) EZ6701'RECOVERED IN GOOD CONDITION. NOTE--HERE ARE A FEW CHANGES THAT WERE EZ6701'MADE, 86.0 FT (26.2 M) NORTHEAST OF EAST POST OF STOP SIGN ON ACCESS EZ6701'ROAD, 6.5 FT (2.0 M) EAST OF ACCESS ROAD PAVEMENT, 69.3 FT (21.1 M) OF EZ6701'THE SOUTHEAST CORNER OF RUNWAY 5L SIGN, AND 101.8 FT (31.0 M) SOUTH OF EZ6701'THE SOUTHEAST CORNER OF FAA ACCESS ROAD. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 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) GEOID99 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.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DE5174.DATUM ITEM on the data sheet items page. 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 GEOID99. DE5174 DE5174; North East Units Scale Converg. DE5174;SPC NC - 227,677.075 636,111.130 MT 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 SUPERSEDED SURVEY CONTROL DE5174 DE5174 NAD 83(1995)- 35 48 07.37329(N) 078 42 24.07351(W) AD( ) B DE5174 ELLIP HT - 118.60 (m) (07/03/02) 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 - 2002 DE5174 DE5174 HISTORY - Date Condition Report By DE5174 HISTORY - 2002 MONUMENTED NGS 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.