1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ4168 *********************************************************************** EZ4168 CBN - This is a Cooperative Base Network Control Station. EZ4168 DESIGNATION - ABAND EZ4168 PID - EZ4168 EZ4168 STATE/COUNTY- NC/WAYNE EZ4168 USGS QUAD - KENLY EAST (1978) EZ4168 EZ4168 *CURRENT SURVEY CONTROL EZ4168 ___________________________________________________________________ EZ4168* NAD 83(1986)- 35 33 36.16791(N) 078 00 59.61617(W) ADJUSTED EZ4168* NAVD 88 - 40.123 (meters) 131.64 (feet) ADJUSTED EZ4168 ___________________________________________________________________ EZ4168 LAPLACE CORR- -3.59 (seconds) DEFLEC99 EZ4168 GEOID HEIGHT- -34.84 (meters) GEOID99 EZ4168 DYNAMIC HT - 40.087 (meters) 131.52 (feet) COMP EZ4168 MODELED GRAV- 979,758.2 (mgal) NAVD 88 EZ4168 EZ4168 HORZ ORDER - FIRST EZ4168 VERT ORDER - SECOND CLASS II EZ4168 EZ4168.The North Carolina/South Carolina HARNS have been completed but, EZ4168.due to contractual restrictions, coordinates for these stations EZ4168.will NOT be published in the near future. In the interim, the EZ4168.published coordinates in North and South Carolina will not be EZ4168.consistent with the Continuously Operating Reference Stations EZ4168.(CORS). The HARN coordinates for these stations are available EZ4168.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4168.Lapine(803-896-7700). EZ4168. EZ4168.In addition, the published North and South Carolina positions EZ4168.(NAD 83 (1986)) are NOT consistent with those determined in EZ4168.adjacent state readjustments. The discontinuity between stations EZ4168.located in North or South Carolina and those in adjacent states EZ4168.which have been adjusted to the HARN may be as much as 5 EZ4168.decimeters. This will result in a significant loss of accuracy EZ4168.over lines crossing such state borders. EZ4168 EZ4168 EZ4168.The horizontal coordinates were established by GPS observations EZ4168.and adjusted by the National Geodetic Survey in July 1986. EZ4168 EZ4168.The orthometric height was determined by differential leveling EZ4168.and adjusted by the National Geodetic Survey in February 2001. EZ4168.No vertical observational check was made to the station. EZ4168 EZ4168.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4168 EZ4168.The geoid height was determined by GEOID99. EZ4168 EZ4168.The dynamic height is computed by dividing the NAVD 88 EZ4168.geopotential number by the normal gravity value computed on the EZ4168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ4168.degrees latitude (g = 980.6199 gals.). EZ4168 EZ4168.The modeled gravity was interpolated from observed gravity values. EZ4168 EZ4168; North East Units Scale Converg. EZ4168;SPC NC - 201,231.338 698,750.144 MT 0.99988702 +0 34 03.4 EZ4168;UTM 17 - 3,939,249.535 770,415.768 MT 1.00050122 +1 44 09.9 EZ4168;UTM 18 - 3,939,341.057 226,581.363 MT 1.00052135 -1 45 19.4 EZ4168 EZ4168|---------------------------------------------------------------------| EZ4168| PID Reference Object Distance Geod. Az | EZ4168| dddmmss.s | EZ4168| EZ4167 KORNEGAY 323.819 METERS 09242 | EZ4168|---------------------------------------------------------------------| EZ4168 EZ4168 SUPERSEDED SURVEY CONTROL EZ4168 EZ4168 NAD 27 - 35 33 35.59647(N) 078 01 00.66444(W) AD( ) 2 EZ4168 NGVD 29 - 40.4 (m) 133. (f) VERT ANG EZ4168 EZ4168.Superseded values are not recommended for survey control. EZ4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4168.See file dsdata.txt to determine how the superseded data were derived. EZ4168 EZ4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7041639250(NAD 83) EZ4168_MARKER: DE = TRAVERSE STATION DISK EZ4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4168_STAMPING: ABAND 1975 EZ4168_MARK LOGO: NCGS EZ4168_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4168+STABILITY: SURFACE MOTION EZ4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4168+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997 EZ4168 EZ4168 HISTORY - Date Condition Report By EZ4168 HISTORY - 1975 MONUMENTED NCGS EZ4168 HISTORY - 1987 GOOD USPSQD EZ4168 HISTORY - 19950118 GOOD NCGS EZ4168 HISTORY - 19970612 GOOD NCGS EZ4168 EZ4168 STATION DESCRIPTION EZ4168 EZ4168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD) EZ4168'ABAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4168'IN THE VICINITY OF FREMONT, NORTH CAROLINA. EZ4168' EZ4168'ABAND IS LOCATED APPROXIMATELY 2.5 MILES WNW OF FREMONT AND 12.0 EZ4168'MILES NORTH OF GOLDSBORO. TO REACH STATION FROM THE NORTHERNMOST EZ4168'INTERSECTION OF U.S. 117 WITH NC 222 IN FREMONT, PROCEED WESTERLY EZ4168'ALONG NC 222 FOR 2.7 MILES TO SR 1341 (S) AND STATION ON LEFT IN EZ4168'SOUTHWEST QUADRANT OF THE T INTERSECTION IN SOUTH SHOULDER OF EZ4168'HIGHWAY, AND APPROXIMATELY 500 FEET SOUTHEAST OF AND ACROSS ROAD EZ4168'FROM AN ABANDONED DWELLING. EZ4168' EZ4168'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4168'ABAND 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4168'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ4168' EZ4168'MARK IS 19.0 FT SSW OF C/L OF NC 222 EZ4168' EZ4168'244.0 FT WNW OF C/L OF SR 1341 EZ4168' EZ4168'243.5 FT W OF C/L OF INTERSECTION OF HIGHWAY WITH ROAD EZ4168' EZ4168'20.1 FT NNW OF BRACE POLE WITH ALUMINUM REF. TAG EZ4168' EZ4168'58.5 FT SSW OF PP WITH ALUMINUM REF. TAG EZ4168 EZ4168 STATION RECOVERY (1987) EZ4168 EZ4168'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ4168'RECOVERED IN GOOD CONDITION. EZ4168 EZ4168 STATION RECOVERY (1995) EZ4168 EZ4168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EZ4168'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST-NORTHWEST OF FREMONT, EZ4168'AND 12 MI (19.3 KM) NORTH OF GOLDSBORO. ALONG NC 222 FOR 2.7 MI (4.3 EZ4168'KM) WESTERLY FROM THE NORTHERN MOST INTERSECTION WITH US 117 IN EZ4168'FREMONT, AT SR 1341-UNION GROVE CHURCH RD NW, ON THE LEFT, ABOUT 250 EZ4168'FT (76.2 M) WEST OF INTERSECTION. MARK IS ABOUT LEVEL WITH NC 222, AND EZ4168'IS RECESSED 4 INCHES BELOW THE GROUND. LOCATED 19.6 FT (6.0 M) EZ4168'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 222, 244.0 FT (74.4 M) EZ4168'WEST-NORTHWEST OF THE CENTERLINE OF SR 1341, 247.0 FT (75.3 M) WEST OF EZ4168'THE INTERSECTION OF NC 222 AND SR 1341, 20.4 FT (6.2 M) EZ4168'NORTH-NORTHWEST OF A BRACE POLE WITH REFERENCE TAG, 58.5 FT (17.8 M) EZ4168'SOUTH-SOUTHWEST OF A POWER POLE ACROSS NC 222 WITH REFERENCE TAG, 7.0 EZ4168'FT (2.1 M) SOUTH-SOUTHWEST OF THE EDGE OF PAVEMENT OF NC 222. EZ4168 EZ4168 STATION RECOVERY (1997) EZ4168 EZ4168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EZ4168'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY2855 *********************************************************************** EY2855 DESIGNATION - GOLDSBORO FARMERS WHSE TANK EY2855 PID - EY2855 EY2855 STATE/COUNTY- NC/WAYNE EY2855 USGS QUAD - NORTHEAST GOLDSBORO (1983) EY2855 EY2855 *CURRENT SURVEY CONTROL EY2855 ___________________________________________________________________ EY2855* NAD 83(1986)- 35 23 41.97554(N) 077 59 43.23817(W) ADJUSTED EY2855* NAVD 88 - EY2855 ___________________________________________________________________ EY2855 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EY2855 GEOID HEIGHT- -35.01 (meters) GEOID99 EY2855 EY2855 HORZ ORDER - THIRD EY2855 EY2855.The North Carolina/South Carolina HARNS have been completed but, EY2855.due to contractual restrictions, coordinates for these stations EY2855.will NOT be published in the near future. In the interim, the EY2855.published coordinates in North and South Carolina will not be EY2855.consistent with the Continuously Operating Reference Stations EY2855.(CORS). The HARN coordinates for these stations are available EY2855.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2855.Lapine(803-896-7700). EY2855. EY2855.In addition, the published North and South Carolina positions EY2855.(NAD 83 (1986)) are NOT consistent with those determined in EY2855.adjacent state readjustments. The discontinuity between stations EY2855.located in North or South Carolina and those in adjacent states EY2855.which have been adjusted to the HARN may be as much as 5 EY2855.decimeters. This will result in a significant loss of accuracy EY2855.over lines crossing such state borders. EY2855 EY2855 EY2855.The horizontal coordinates were established by classical geodetic methods EY2855.and adjusted by the National Geodetic Survey in July 1986. EY2855 EY2855 EY2855.The Laplace correction was computed from DEFLEC99 derived deflections. EY2855 EY2855.The geoid height was determined by GEOID99. EY2855 EY2855; North East Units Scale Converg. EY2855;SPC NC - 182,941.149 700,858.627 MT 0.99987570 +0 34 47.5 EY2855;UTM 18 - 3,920,968.841 227,948.776 MT 1.00051219 -1 44 09.6 EY2855;UTM 17 - 3,920,994.522 772,897.252 MT 1.00051787 +1 44 29.0 EY2855 EY2855 SUPERSEDED SURVEY CONTROL EY2855 EY2855 NAD 27 - 35 23 41.38900(N) 077 59 44.28500(W) AD( ) 3 EY2855 EY2855.Superseded values are not recommended for survey control. EY2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2855.See file dsdata.txt to determine how the superseded data were derived. EY2855 EY2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2794920969(NAD 83) EY2855_MARKER: 51 = TANK EY2855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2855+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 EY2855 EY2855 HISTORY - Date Condition Report By EY2855 HISTORY - 1933 FIRST OBSERVED CGS EY2855 HISTORY - 19790529 MARK NOT FOUND USGS EY2855 HISTORY - 1985 GOOD USPSQD EY2855 HISTORY - 20030108 GOOD USPSQD EY2855 EY2855 STATION DESCRIPTION EY2855 EY2855'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (DVH) EY2855'MARK NOT FOUND. EY2855 EY2855 STATION RECOVERY (1985) EY2855 EY2855'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY2855'STATION FOUND GOOD. EY2855'VISITED SITE, VERIFIED EXISTENCE. EY2855 EY2855 STATION RECOVERY (2003) EY2855 EY2855'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EY2855'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EY2856 *********************************************************************** EY2856 DESIGNATION - GOLDSBORO MUNICIPAL TANK EY2856 PID - EY2856 EY2856 STATE/COUNTY- NC/WAYNE EY2856 USGS QUAD - NORTHEAST GOLDSBORO (1983) EY2856 EY2856 *CURRENT SURVEY CONTROL EY2856 ___________________________________________________________________ EY2856* NAD 83(1986)- 35 23 26.02358(N) 077 59 36.49326(W) ADJUSTED EY2856* NAVD 88 - EY2856 ___________________________________________________________________ EY2856 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EY2856 GEOID HEIGHT- -35.02 (meters) GEOID99 EY2856 EY2856 HORZ ORDER - THIRD EY2856 EY2856.The North Carolina/South Carolina HARNS have been completed but, EY2856.due to contractual restrictions, coordinates for these stations EY2856.will NOT be published in the near future. In the interim, the EY2856.published coordinates in North and South Carolina will not be EY2856.consistent with the Continuously Operating Reference Stations EY2856.(CORS). The HARN coordinates for these stations are available EY2856.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2856.Lapine(803-896-7700). EY2856. EY2856.In addition, the published North and South Carolina positions EY2856.(NAD 83 (1986)) are NOT consistent with those determined in EY2856.adjacent state readjustments. The discontinuity between stations EY2856.located in North or South Carolina and those in adjacent states EY2856.which have been adjusted to the HARN may be as much as 5 EY2856.decimeters. This will result in a significant loss of accuracy EY2856.over lines crossing such state borders. EY2856 EY2856 EY2856.The horizontal coordinates were established by classical geodetic methods EY2856.and adjusted by the National Geodetic Survey in July 1986. EY2856 EY2856 EY2856.The Laplace correction was computed from DEFLEC99 derived deflections. EY2856 EY2856.The geoid height was determined by GEOID99. EY2856 EY2856; North East Units Scale Converg. EY2856;SPC NC - 182,451.339 701,033.791 MT 0.99987551 +0 34 51.4 EY2856;UTM 18 - 3,920,472.037 228,104.105 MT 1.00051115 -1 44 05.0 EY2856;UTM 17 - 3,920,508.050 773,082.428 MT 1.00051912 +1 44 32.3 EY2856 EY2856 SUPERSEDED SURVEY CONTROL EY2856 EY2856 NAD 27 - 35 23 25.44400(N) 077 59 37.53700(W) AD( ) 3 EY2856 EY2856.Superseded values are not recommended for survey control. EY2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2856.See file dsdata.txt to determine how the superseded data were derived. EY2856 EY2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2810420472(NAD 83) EY2856_MARKER: 53 = ELEVATED TANK EY2856_SETTING: 0 = UNSPECIFIED SETTING EY2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EY2856+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 EY2856 EY2856 HISTORY - Date Condition Report By EY2856 HISTORY - 1949 FIRST OBSERVED CGS EY2856 HISTORY - 1967 GOOD USE EY2856 HISTORY - 1983 GOOD NGS EY2856 HISTORY - 1985 GOOD USPSQD EY2856 HISTORY - 19990329 GOOD USPSQD EY2856 HISTORY - 20030108 GOOD USPSQD EY2856 EY2856 STATION DESCRIPTION EY2856 EY2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EY2856'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE EY2856'INTERSECTION OF NORTH CENTER AND HOLLY STREETS IN GOLDSBORO. IT EY2856'IS A 16 LEGGED STEEL STRUCTURE ABOUT 160 FEET HIGH WITH A EY2856'LARGE FLAT WATER TANK ATOP. THE LEGS ARE PAINTED BLACK AND EY2856'THE TANK IS PAINTED SILVER. THE POINT OF INTERSECTION WAS EY2856'THE BALL ATOP THE CUPOLA. EY2856 EY2856 STATION RECOVERY (1967) EY2856 EY2856'RECOVERY NOTE BY US ENGINEERS 1967 EY2856'STATION IS THE CENTER OF A BALL ATOP A 16 LEGGED STEEL EY2856'STRUCTURE WATER TOWER. EY2856' EY2856'STATION IS LOCATED S-SW OF HOLLY ST. AND E-SE OF EY2856'RAILROAD TRACKS. EY2856' EY2856'TO REACH STATION GO TO THE INTERSECTION OF N CENTER ST. EY2856'AND HOLLY ST. IN GOLDSBORO AND STATION SITE. EY2856 EY2856 STATION RECOVERY (1983) EY2856 EY2856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS) EY2856'STATION RECOVERED AS DESCRIBED IN 1967. EY2856' EY2856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GOLDSBORO. EY2856 EY2856 STATION RECOVERY (1985) EY2856 EY2856'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EY2856'STATION FOUND GOOD. EY2856'VISITED SITE VERIFIED EXISTENCE. EY2856 EY2856 STATION RECOVERY (1999) EY2856 EY2856'RECOVERY NOTE BY US POWER SQUADRON 1999 EY2856'RECOVERED IN GOOD CONDITION. EY2856 EY2856 STATION RECOVERY (2003) EY2856 EY2856'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EY2856'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ5519 *********************************************************************** EZ5519 CBN - This is a Cooperative Base Network Control Station. EZ5519 DESIGNATION - OLIVEPORT EZ5519 PID - EZ5519 EZ5519 STATE/COUNTY- NC/WAYNE EZ5519 USGS QUAD - MOUNT OLIVE (1977) EZ5519 EZ5519 *CURRENT SURVEY CONTROL EZ5519 ___________________________________________________________________ EZ5519* NAD 83(2001)- 35 13 14.78950(N) 078 02 20.57057(W) ADJUSTED EZ5519* NAVD 88 - 50.403 (meters) 165.36 (feet) ADJUSTED EZ5519 ___________________________________________________________________ EZ5519 X - 1,081,063.000 (meters) COMP EZ5519 Y - -5,103,100.008 (meters) COMP EZ5519 Z - 3,657,912.355 (meters) COMP EZ5519 LAPLACE CORR- -5.23 (seconds) DEFLEC99 EZ5519 ELLIP HEIGHT- 15.25 (meters) (01/30/03) GPS OBS EZ5519 GEOID HEIGHT- -35.17 (meters) GEOID99 EZ5519 DYNAMIC HT - 50.357 (meters) 165.21 (feet) COMP EZ5519 MODELED GRAV- 979,725.7 (mgal) NAVD 88 EZ5519 EZ5519 HORZ ORDER - B EZ5519 VERT ORDER - SECOND CLASS II EZ5519 ELLP ORDER - FOURTH CLASS II EZ5519 EZ5519.This mark is at Mt Olive Airport (W40) EZ5519 EZ5519.The North Carolina/South Carolina HARNS have been completed but, EZ5519.due to contractual restrictions, coordinates for these stations EZ5519.will NOT be published in the near future. In the interim, the EZ5519.published coordinates in North and South Carolina will not be EZ5519.consistent with the Continuously Operating Reference Stations EZ5519.(CORS). The HARN coordinates for these stations are available EZ5519.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5519.Lapine(803-896-7700). EZ5519. EZ5519.In addition, the published North and South Carolina positions EZ5519.(NAD 83 (1986)) are NOT consistent with those determined in EZ5519.adjacent state readjustments. The discontinuity between stations EZ5519.located in North or South Carolina and those in adjacent states EZ5519.which have been adjusted to the HARN may be as much as 5 EZ5519.decimeters. This will result in a significant loss of accuracy EZ5519.over lines crossing such state borders. EZ5519 EZ5519 EZ5519.The horizontal coordinates were established by GPS observations EZ5519.and adjusted by the National Geodetic Survey in January 2003. EZ5519.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EZ5519.DATUM ITEM on the data sheet items page. EZ5519 EZ5519.The orthometric height was determined by differential leveling EZ5519.and adjusted by the National Geodetic Survey in February 2001. EZ5519.No vertical observational check was made to the station. EZ5519 EZ5519.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ5519 EZ5519.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5519 EZ5519.The ellipsoidal height was determined by GPS observations EZ5519.and is referenced to NAD 83. EZ5519 EZ5519.The geoid height was determined by GEOID99. EZ5519 EZ5519.The dynamic height is computed by dividing the NAVD 88 EZ5519.geopotential number by the normal gravity value computed on the EZ5519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5519.degrees latitude (g = 980.6199 gals.). EZ5519 EZ5519.The modeled gravity was interpolated from observed gravity values. EZ5519 EZ5519; North East Units Scale Converg. EZ5519;SPC NC - 163,576.331 697,076.054 MT 0.99987274 +0 33 16.7 EZ5519;UTM 17 - 3,901,544.921 769,504.587 MT 1.00049522 +1 42 31.3 EZ5519;UTM 18 - 3,901,759.834 223,385.044 MT 1.00054309 -1 45 13.7 EZ5519 EZ5519 SUPERSEDED SURVEY CONTROL EZ5519 EZ5519 NAD 83(1986)- 35 13 14.79695(N) 078 02 20.58055(W) AD( ) 1 EZ5519 NAD 83(1995)- 35 13 14.78990(N) 078 02 20.57009(W) AD( ) B EZ5519 ELLIP HT - 15.24 (m) (09/11/96) GP( ) 4 1 EZ5519 NAD 83(1986)- 35 13 14.80965(N) 078 02 20.58914(W) AD( ) 3 EZ5519 NAD 27 - 35 13 14.21899(N) 078 02 21.62960(W) AD( ) 3 EZ5519 NGVD 29 - 50.8 (m) 167. (f) GPS OBS EZ5519 EZ5519.Superseded values are not recommended for survey control. EZ5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5519.See file dsdata.txt to determine how the superseded data were derived. EZ5519 EZ5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6950501545(NAD 83) EZ5519_MARKER: DH = HORIZONTAL CONTROL DISK EZ5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5519_STAMPING: OLIVEPORT 1986 EZ5519_MARK LOGO: NGS EZ5519_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5519+STABILITY: SURFACE MOTION EZ5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5519+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1997 EZ5519 EZ5519 HISTORY - Date Condition Report By EZ5519 HISTORY - 1986 MONUMENTED NGS EZ5519 HISTORY - 1987 GOOD NGS EZ5519 HISTORY - 19930610 GOOD NCGS EZ5519 HISTORY - 19970611 GOOD NCGS EZ5519 EZ5519 STATION DESCRIPTION EZ5519 EZ5519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ5519'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EZ5519'NORTH-NORTHEAST OF MT OLIVE AND ON THE MT OLIVE MUNICIPAL AIRPORT. EZ5519'OWNERSHIP--PUBLIC/MT OLIVE AND WAYNE COUNTY, P.O. BOX 286, MT OLIVE EZ5519'NC 28365, PHONE 919-658-9536, AIRPORT MANAGER - NANCY SOUTHERLAND, EZ5519'P.O BOX 125, DUBLEY NC 28333, PHONE 919-658-6520 (AIRPORT), EZ5519'919-734-6262 (HOME). EZ5519' EZ5519'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 117 EZ5519'BUSINESS AND 55 ON THE NORTH EDGE OF MT OLIVE, GO EZ5519'NORTH FOR 0.8 KM (0.5 MI) ON HIGHWAY 117 BUSINESS TO A PAVED ROAD EZ5519'RIGHT (SR 1941) AND AIRPORT SIGN. EZ5519'TURN RIGHT AND GO EAST FOR 1.0 KM (0.6 MI) ON SR 1941 TO A PAVED EZ5519'CROSSROAD, JUST BEFORE RAILROAD CROSSING. EZ5519'TURN LEFT AND GO NORTHEAST FOR 1.1 KM (0.7 MI) ON SR 1938 TO A EZ5519'PAVED ROAD RIGHT (SR 1940). TURN RIGHT AND GO EASTERLY FOR 0.2 KM EZ5519'(0.1 MI) ON SR 1940 TO A PAVED ROAD RIGHT. TURN RIGHT AND GO EZ5519'SOUTHERLY FOR 0.5 KM (0.3 MI) ON THE WINDING PAVED ROAD (SR 1992) EZ5519'TO A CHAIN LINK FENCE GATE ON THE LEFT AND THE TERMINAL AND PARKING EZ5519'AREA AHEAD. TURN LEFT, PASS THRU GATE AND GO SOUTH FOR 0.2 KM EZ5519'(0.15 MI) ACROSS APRON ON RAMP TO THE RUNWAY AND THE STATION EZ5519'DIRECTLY SOUTH ACROSS THE RUNWAY AND IN LINE WITH THE CENTER OF EZ5519'THE RAMP. EZ5519' EZ5519'THE STATION IS A STANDARD NGS DISK EZ5519'STAMPED---OLIVEPORT 1986---, EZ5519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5519'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5519'21.88 METERS (71.8 FT) EAST-NORTHEAST FROM A RUNWAY MARKER LIGHT, EZ5519'21.79 METERS (71.5 FT) SOUTHWEST FROM A RUNWAY MARKER LIGHT, EZ5519'18.99 METERS (62.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE EZ5519'RUNWAY AND EZ5519'11.43 METERS (37.5 FT) NORTHWEST FROM A WITNESS POST. EZ5519'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5519'STAMPED---OLIVEPORT 1986---, EZ5519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5519' EZ5519'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EZ5519'STAMPED---OLIVEPORT 1986---, EZ5519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5519'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5519'56.54 METERS (185.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF RUNWAY EZ5519'AT END OF PAVEMENT, EZ5519'19.20 METERS (63.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE EZ5519'RUNWAY, EZ5519'13.41 METERS (44.0 FT) WEST FROM THE WEST END OF A ROUND CULVERT 8 EZ5519'INCHES IN DIAMETER AND EZ5519'8.99 METERS (29.5 FT) NORTH-NORTHEAST FROM A VASI LIGHT. EZ5519'TO REACH THE AZIMUTH FROM THE STATION, EZ5519'GO EAST-NORTHEAST FOR 0.7 KM (0.45 MI) ALONG THE RUNWAY TO THE EZ5519'STATION ON THE RIGHT NEAR THE END OF RUNWAY 23. EZ5519'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5519'STAMPED---OLIVEPORT 1986---, EZ5519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5519' EZ5519'NO REFERENCE MARKS WERE SET AT THIS TIME. EZ5519' EZ5519'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ5519'MARCH 1986. EZ5519' EZ5519'THIS STATION SUITABLE FOR GPS SURVEYS. EZ5519' EZ5519'DESCRIBED BY K.R. WALLACE. EZ5519 EZ5519 STATION RECOVERY (1987) EZ5519 EZ5519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP) EZ5519'THE STATION WAS RECOVERED AT THIS DATE. EZ5519'IN GOOD CONDITION. EZ5519' EZ5519'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EZ5519'NORTH-NORTHEAST OF MT OLIVE AND ON THE MT OLIVE MUNICIPAL AIRPORT. EZ5519'OWNERSHIP--MT OLIVE/WAYNE COUNTY, PO BOX 286, MT OLIVE NC 28365, PH EZ5519'919-658-9536, NANCY SOUTHERLAND, AIRPORT MANAGER, PO BOX 125, EZ5519'DUBLEY NC 28333, PH 919-658-6520 OR 919-734-6262. EZ5519' EZ5519'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 117 EZ5519'BUSINESS AND 55 ON THE NORTH EDGE OF MT OLIVE, GO NORTH ON HIGHWAY EZ5519'117 FOR 0.8 KM (0.5 MI) TO A PAVED ROAD ON THE RIGHT (SR 1941), AND EZ5519'AIRPORT SIGN. TURN RIGHT AND GO EAST ON STATE ROUTE 1941 FOR 1.0 EZ5519'KM (0.6 MI) TO A PAVED CROSSROAD, JUST BEFORE RAILROAD CROSSING. EZ5519'TURN LEFT AND GO NORTHEAST ON STATE ROUTE 1938 FOR 1.1 KM (0.7 MI) EZ5519'TO A PAVED ROAD ON THE RIGHT (SR 1940). TURN RIGHT AND GO EASTERLY EZ5519'ON STATE ROUTE 1940 FOR 0.2 KM (0.1 MI) TO A PAVED ROAD ON THE EZ5519'RIGHT (SR 1992). TURN RIGHT AND GO SOUTHERLY ON THE WINDING PAVED EZ5519'ROAD (SR 1992) FOR 0.5 KM (0.3 MI) TO A CHAIN LINK FENCE GATE ON EZ5519'THE LEFT AND A TERMINAL AND PARKING AHEAD. TURN LEFT, PASSING EZ5519'THROUGH THE GATE AND GO SOUTH ACROSS APRON ON RAMP FOR 0.2 KM (0.15 EZ5519'MI) TO A RUNWAY AND THE STATION DIRECTLY ACROSS THE RUNWAY, SOUTH EZ5519'AND IN LINE WITH THE CENTER OF THE RAMP. EZ5519' EZ5519'THE STATION IS A STANDARD NGS DISK EZ5519'STAMPED---OLIVEPORT 1986---, EZ5519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5519'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5519'21.9 METERS (71.8 FT) EAST-SOUTHEAST FROM A RUNWAY MARKER LIGHT, EZ5519'21.8 METERS (71.5 FT) WEST-SOUTHWEST FROM A RUNWAY MARKER LIGHT, EZ5519'19.0 METERS (62.3 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE EZ5519'RUNWAY, AND EZ5519'11.4 METERS (37.5 FT) NORTH-NORTHWEST FROM A WITNESS POST. EZ5519'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5519'STAMPED---OLIVEPORT 1986---, EZ5519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5519' EZ5519'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, EZ5519'1987. EZ5519' EZ5519'THIS STATION IS SUITABLE FOR GPS SURVEYS. EZ5519' EZ5519'DESCRIBED BY K.R. WALLACE. EZ5519 EZ5519 STATION RECOVERY (1993) EZ5519 EZ5519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) EZ5519'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH-NORTHEAST OF MOUNT EZ5519'OLIVE, AT THE MOUNT OLIVE MUNICIPAL AIRPORT. OWNERSHIP IS PUBLIC- EZ5519'MOUNT OLIVE-WAYNE COUNTY, P.O. BOX 286, MOUNT OLIVE, N.C. 28365, EZ5519'TELEPHONE 919-658-9536, MANAGER-ROB COMBS, 227 MT OLIVE AIRPORT ROAD, EZ5519'MT OLIVE, N.C. 28365, AIRPORT TELEPHONE 919-658-6990, HOME TELEPHONE EZ5519'919-778-4444. PROCEED ALONG US 117 FOR 0.5 MI (0.8 KM) NORTH FROM NC EZ5519'55 ON THE NORTH EDGE OF MT OLIVE TO SR 1941, AND AIRPORT SIGN, THENCE EZ5519'ALONG SR 1941 FOR 0.6 MI (1.0 KM) EAST TO SR 1938, THENCE ALONG SR EZ5519'1938 FOR 0.7 MI (1.1 KM) NORTHEAST TO SR 1940, THENCE ALONG SR 1940 EZ5519'FOR 0.1 MI (0.2 KM) EASTERLY TO SR 1992, THENCE ALONG SR 1992 FOR 0.3 EZ5519'MI (0.5 KM) TO A CHAIN LINK FENCE AND THE AIRPORT OFFICE, AND THE EZ5519'STATION DIRECTLY ACROSS THE RUNWAY FROM THE OFFICE, ON THE EZ5519'PROLONGATION OF THE CENTERLINE OF RAMP. THE UNDERGROUND MARK IS A EZ5519'STANDARD NGS DISK STAMPED---OLIVEPORT 1986---, SET IN TOP OF AN EZ5519'IRREGULAR MASS OF CONCRETE 39.37 INCHES BELOW THE GROUND. MARK IS 1 EZ5519'FOOT (0.3 M) LOWER THAN THE RUNWAY, AND IS FLUSH WITH THE GROUND. EZ5519'LOCATED 71.8 FT (21.9 M) EAST-NORTHEAST FROM A RUNWAY MARKER LIGHT, EZ5519'71.5 FT (21.8 M) SOUTHWEST FROM A RUNWAY MARKER LIGHT, 62.3 FT (19.0 EZ5519'M) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE RUNWAY, AND 37.5 FT EZ5519'(11.4 M) NORTHWEST FROM A WITNESS POST. EZ5519 EZ5519 STATION RECOVERY (1997) EZ5519 EZ5519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EZ5519'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI6456 *********************************************************************** AI6456 DESIGNATION - WAY 56 AI6456 PID - AI6456 AI6456 STATE/COUNTY- NC/WAYNE AI6456 USGS QUAD - NORTHWEST GOLDSBORO (1981) AI6456 AI6456 *CURRENT SURVEY CONTROL AI6456 ___________________________________________________________________ AI6456* NAD 83(1986)- 35 24 09. (N) 078 01 18. (W) SCALED AI6456* NAVD 88 - 26.568 (meters) 87.17 (feet) ADJUSTED AI6456 ___________________________________________________________________ AI6456 GEOID HEIGHT- -34.94 (meters) GEOID99 AI6456 DYNAMIC HT - 26.545 (meters) 87.09 (feet) COMP AI6456 MODELED GRAV- 979,754.6 (mgal) NAVD 88 AI6456 AI6456 VERT ORDER - SECOND CLASS II AI6456 AI6456.The horizontal coordinates were scaled from a topographic map and have AI6456.an estimated accuracy of +/- 6 seconds. AI6456 AI6456.The orthometric height was determined by differential leveling AI6456.and adjusted by the National Geodetic Survey in February 2001. AI6456 AI6456.The geoid height was determined by GEOID99. AI6456 AI6456.The dynamic height is computed by dividing the NAVD 88 AI6456.geopotential number by the normal gravity value computed on the AI6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI6456.degrees latitude (g = 980.6199 gals.). AI6456 AI6456.The modeled gravity was interpolated from observed gravity values. AI6456 AI6456; North East Units Estimated Accuracy AI6456;SPC NC - 183,750. 698,460. MT (+/- 180 meters Scaled) AI6456 AI6456 SUPERSEDED SURVEY CONTROL AI6456 AI6456.No superseded survey control is available for this station. AI6456 AI6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV704217(NAD 83) AI6456_MARKER: Q = CHISELED SQUARE AI6456_SETTING: 32 = CHISELED SQUARE IN GUARDRAIL AI6456_MAGNETIC: N = NO MAGNETIC MATERIAL AI6456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6456+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1997 AI6456 AI6456 HISTORY - Date Condition Report By AI6456 HISTORY - UNK MONUMENTED AI6456 HISTORY - 19970629 GOOD NCGS AI6456 HISTORY - 20030219 MARK NOT FOUND USPSQD AI6456 AI6456 STATION DESCRIPTION AI6456 AI6456'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AI6456'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF GOLDSBORO. AI6456'ALONG US 70 FOR 1.2 MI (1.9 KM) WEST FROM THE US 70-BYPASS BRIDGE, AI6456'NORTHEAST OF GOLDSBORO, IN THE WEST BOUND BRIDGE OVER THE LITTLE AI6456'RIVER. AI6456'STATION IS A CHISLED-SQUARE IN THE NORTHEAST CORNER OF THE TOP OF THE AI6456'SOUTHEAST END OF THE SOUTHERN CONCRETE GUARDRAIL, ABOUT 2.5-FEET AI6456'HIGHER THAN THE CENTERLINE OF US 70 WEST BOUND, AND FLUSH WITH THE TOP AI6456'OF THE GUARDRAIL. AI6456 AI6456 STATION RECOVERY (2003) AI6456 AI6456'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) AI6456'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI9635 *********************************************************************** AI9635 DESIGNATION - WAY 58 AI9635 PID - AI9635 AI9635 STATE/COUNTY- NC/WAYNE AI9635 USGS QUAD - SOUTHEAST GOLDSBORO (1988) AI9635 AI9635 *CURRENT SURVEY CONTROL AI9635 ___________________________________________________________________ AI9635* NAD 83(1986)- 35 22 02. (N) 077 56 48. (W) SCALED AI9635* NAVD 88 - 35.133 (meters) 115.27 (feet) ADJUSTED AI9635 ___________________________________________________________________ AI9635 GEOID HEIGHT- -35.16 (meters) GEOID99 AI9635 DYNAMIC HT - 35.102 (meters) 115.16 (feet) COMP AI9635 MODELED GRAV- 979,747.9 (mgal) NAVD 88 AI9635 AI9635 VERT ORDER - FIRST CLASS II AI9635 AI9635.The horizontal coordinates were scaled from a topographic map and have AI9635.an estimated accuracy of +/- 6 seconds. AI9635 AI9635.The orthometric height was determined by differential leveling AI9635.and adjusted by the National Geodetic Survey in February 2001. AI9635 AI9635.The geoid height was determined by GEOID99. AI9635 AI9635.The dynamic height is computed by dividing the NAVD 88 AI9635.geopotential number by the normal gravity value computed on the AI9635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI9635.degrees latitude (g = 980.6199 gals.). AI9635 AI9635.The modeled gravity was interpolated from observed gravity values. AI9635 AI9635; North East Units Estimated Accuracy AI9635;SPC NC - 179,910. 705,310. MT (+/- 180 meters Scaled) AI9635 AI9635 SUPERSEDED SURVEY CONTROL AI9635 AI9635.No superseded survey control is available for this station. AI9635 AI9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE322177(NAD 83) AI9635_MARKER: DB = BENCH MARK DISK AI9635_SETTING: 31 = CURB AI9635_STAMPING: WAY 58 2000 AI9635_MARK LOGO: NCGS AI9635_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI9635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AI9635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI9635+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 AI9635 AI9635 HISTORY - Date Condition Report By AI9635 HISTORY - 2000 MONUMENTED NCGS AI9635 HISTORY - 20030219 GOOD USPSQD AI9635 AI9635 STATION DESCRIPTION AI9635 AI9635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) AI9635'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) EAST-SOUTHEAST OF GOLDSBORO AI9635'AND 2.4 MI (3.9 KM) NORTHWEST OF ELROY. ALONG US 70 BUSINESS (ASH AI9635'STREET) FOR 1.3 MI (2.1 KM) NORTHWEST FROM US 70 (EAST OF GOLDSBORO) AI9635'TO MALLOY STREET AND STATION IN THE NORTH QUADRANT, OR 0.45 MI (0.72 AI9635'KM) SOUTHEAST OF BERKELEY BLVD. MARK IS ABOUT LEVEL WITH MALLOY STREET AI9635'AND FLUSH WITH THE GROUND. LOCATED 20.0 FT (6.1 M) NORTHWEST OF THE AI9635'CENTERLINE OF MALLOY ST., 58.5 FT (17.8 M) NORTHEAST OF THE CENTERLINE AI9635'OF EAST ASH STREET (US 70 BUSINESS), 58.2 FT (17.7 M) EAST OF A WATER AI9635'VALVE AND -- 99.0 FT (30.2 M) NORTH-NORTHWEST OF A POWER POLE (E152AY AI9635'65) WITH FIVE GUY WIRES AND A STREET LIGHT AND 117.2 FT (35.7 M) AI9635'EAST-SOUTHEAST OF A POWER POLE (E155 AY) -- BOTH WITH REFERENCE TAGS. AI9635 AI9635 STATION RECOVERY (2003) AI9635 AI9635'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) AI9635'RECOVERED IN GOOD CONDITION.