1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ4400 *********************************************************************** EZ4400 CBN - This is a Cooperative Base Network Control Station. EZ4400 DESIGNATION - CHAMBEE EZ4400 PID - EZ4400 EZ4400 STATE/COUNTY- NC/JOHNSTON EZ4400 USGS QUAD - ZEBULON (1981) EZ4400 EZ4400 *CURRENT SURVEY CONTROL EZ4400 ___________________________________________________________________ EZ4400* NAD 83(1986)- 35 48 01.51024(N) 078 15 46.82788(W) ADJUSTED EZ4400* NAVD 88 - 99.48 (meters) 326.4 (feet) LEVELING EZ4400 ___________________________________________________________________ EZ4400 LAPLACE CORR- -2.51 (seconds) DEFLEC99 EZ4400 GEOID HEIGHT- -34.17 (meters) GEOID99 EZ4400 EZ4400 HORZ ORDER - FIRST EZ4400 VERT ORDER - THIRD ? EZ4400 EZ4400.The North Carolina/South Carolina HARNS have been completed but, EZ4400.due to contractual restrictions, coordinates for these stations EZ4400.will NOT be published in the near future. In the interim, the EZ4400.published coordinates in North and South Carolina will not be EZ4400.consistent with the Continuously Operating Reference Stations EZ4400.(CORS). The HARN coordinates for these stations are available EZ4400.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4400.Lapine(803-896-7700). EZ4400. EZ4400.In addition, the published North and South Carolina positions EZ4400.(NAD 83 (1986)) are NOT consistent with those determined in EZ4400.adjacent state readjustments. The discontinuity between stations EZ4400.located in North or South Carolina and those in adjacent states EZ4400.which have been adjusted to the HARN may be as much as 5 EZ4400.decimeters. This will result in a significant loss of accuracy EZ4400.over lines crossing such state borders. EZ4400 EZ4400 EZ4400.The horizontal coordinates were established by GPS observations EZ4400.and adjusted by the National Geodetic Survey in July 1986. EZ4400 EZ4400.The orthometric height was determined by differential leveling. EZ4400.The vertical network tie was performed by a horz. field party for horz. EZ4400.obs reductions. Reset procedures were used to establish the elevation. EZ4400 EZ4400.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4400 EZ4400.The geoid height was determined by GEOID99. EZ4400 EZ4400; North East Units Scale Converg. EZ4400;SPC NC - 227,704.490 676,212.136 MT 0.99991834 +0 25 31.3 EZ4400;UTM 17 - 3,965,269.570 747,328.595 MT 1.00035385 +1 36 06.7 EZ4400 EZ4400: Primary Azimuth Mark Grid Az EZ4400:SPC NC - CHAMBEE 1969 AZ MK 220 38 22.1 EZ4400:UTM 17 - CHAMBEE 1969 AZ MK 219 27 46.7 EZ4400 EZ4400|---------------------------------------------------------------------| EZ4400| PID Reference Object Distance Geod. Az | EZ4400| dddmmss.s | EZ4400| EZ6114 CHAMBEE RM 1 34.254 METERS 10726 | EZ4400| EZ4401 CHAMBEE 1969 AZ MK APPROX. 0.6 KM 2210353.4 | EZ4400| EZ4354 WENDELL AT AND T MICROWAVE APPROX.13.3 KM 2384122.3 | EZ4400| EZ4413 WENDELL MUN TANK APPROX. 9.8 KM 2583305.6 | EZ4400| EZ4417 ZEBULON RAD STA WETC MAST APPROX. 7.1 KM 2733756.1 | EZ4400| EZ4451 WENDELL RAD STA WETC EAST MAST APPROX.16.9 KM 2962843.9 | EZ4400| EZ4452 WENDELL RAD STA WETC WEST MAST APPROX.17.3 KM 2964929.6 | EZ4400| EZ4416 ZEBULON MUN TANK APPROX. 5.1 KM 2990510.2 | EZ4400| EZ6115 CHAMBEE RM 2 38.673 METERS 33931 | EZ4400| EZ4356 PILOT CAROLINA POWER MICROWAVE APPROX.10.4 KM 3594546.2 | EZ4400|---------------------------------------------------------------------| EZ4400 EZ4400 SUPERSEDED SURVEY CONTROL EZ4400 EZ4400 NAD 27 - 35 48 00.95102(N) 078 15 47.83729(W) AD( ) 2 EZ4400 NGVD 29 - 99.8 (m) 327. (f) GPS OBS EZ4400 EZ4400.Superseded values are not recommended for survey control. EZ4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4400.See file dsdata.txt to determine how the superseded data were derived. EZ4400 EZ4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4732965270(NAD 83) EZ4400_MARKER: DS = TRIANGULATION STATION DISK EZ4400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4400_STAMPING: CHAMBEE 1969 EZ4400_MARK LOGO: CGS EZ4400_PROJECTION: FLUSH EZ4400_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ4400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4400+STABILITY: SURFACE MOTION EZ4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4400+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2001 EZ4400 EZ4400 HISTORY - Date Condition Report By EZ4400 HISTORY - 1969 MONUMENTED CGS EZ4400 HISTORY - 1972 GOOD NCGS EZ4400 HISTORY - 19910817 GOOD USPSQD EZ4400 HISTORY - 19931103 GOOD NCGS EZ4400 HISTORY - 19960703 GOOD NCGS EZ4400 HISTORY - 19960924 GOOD NCGS EZ4400 HISTORY - 19970509 GOOD NCGS EZ4400 HISTORY - 20010116 GOOD NCGS EZ4400 EZ4400 STATION DESCRIPTION EZ4400 EZ4400'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4400'THE STATION IS ABOUT 6-1/4 MILES EAST-NORTHEAST OF WENDELL, EZ4400'3-1/2 MILES SOUTHEAST OF ZEBULON, 3-1/4 MILES WEST-NORTHWEST OF EZ4400'MIDDLESEX, AND ON PROPERTY OWNED BY PRESTON CHAMBLEE. EZ4400' EZ4400'TO REACH THE STATION FROM THE POST OFFICE IN ZEBULON, GO WEST ON EZ4400'E VANCE ST FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 96 EZ4400'(ARENDELL AVE). TURN LEFT, AND GO SOUTHERLY ON STATE HIGHWAY EZ4400'96 FOR 0.95 MILE TO A FORK AND JUNCTION OF COUNTY ROAD 2347. TAKE EZ4400'THE LEFT FORK AND GO SOUTHEAST ON COUNTY ROAD 2347 FOR 1.7 MILES EZ4400'TO A REVERSE FORK AND JUNCTION OF COUNTY ROAD 1727. CONTINUE EZ4400'SOUTHEASTERLY ON COUNTY ROAD 1727 FOR 0.85 MILE TO THE JUNCTION EZ4400'OF STATE HIGHWAY 39 AND THE AZIMUTH MARK. TURN LEFT AND GO EZ4400'NORTHERLY ON STATE HIGHWAY 39 FOR 0.4 MILE TO A GRADED ROAD EZ4400'(COUNTY ROAD 2100) ON THE RIGHT. TURN RIGHT AND GO EASTERLY EZ4400'ON COUNTY ROAD 2100 FOR 0.2 MILE TO THE STATION ON THE EZ4400'RIGHT AND GO EASTERLY ON COUNTY ROAD 2100 FOR 0.2 MILE TO EZ4400'THE STATION ON THE RIGHT AT A FARMHOUSE. EZ4400' EZ4400'STATION MARK IS A STANDARD DISK, STAMPED CHAMBEE 1969, SET IN EZ4400'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT EZ4400'IS 2 INCHES BELOW THE GROUND SURFACE. IT IS 117 FEET NORTH OF EZ4400'THE NORTHWEST CORNER OF THE FARMHOUSE, 109 FEET SOUTH OF THE EZ4400'CENTERLINE OF COUNTY ROAD 2100, 67.5 FEET WEST OF THE SOUTHWEST EZ4400'CORNER OF A FARM IMPLEMENT SHED, 46.0 FEET NORTHEAST OF THE EZ4400'NORTHEAST CORNER OF A CONCRETE BLOCK FENCE AROUND A SMALL EZ4400'CEMETERY, AND 31.0 FEET NORTHEAST OF THE CENTERLINE OF A EZ4400'DRIVEWAY LEADING TO THE FARMHOUSE. THE UNDERGROUND MARK IS 44 EZ4400'INCHES BELOW THE GROUND SURFACE. EZ4400' EZ4400'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAMBEE NO 1 1969, EZ4400'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER EZ4400'THAT IS 1 INCH BELOW THE SURFACE OF THE GROUND. IT IS 132.5 EZ4400'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 58.0 FEET EZ4400'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BARN, 31.5 FEET EZ4400'SOUTHEAST OF THE SOUTHEAST CORNER OF THE IMPLEMENT SHED, AND EZ4400'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION. EZ4400' EZ4400'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAMBEE NO 2 1969, EZ4400'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT EZ4400'PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 15.0 FEET NORTH OF THE EZ4400'CENTERLINE OF COUNTY ROAD 2100, 2.3 FEET EAST OF A WITNESS EZ4400'POST, 1.0 FEET SOUTH OF AN EAST-WEST FENCE, AND ABOUT 2 EZ4400'FEET LOWER IN ELEVATION THAN THE STATION. EZ4400' EZ4400'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAMBEE 1969, EZ4400'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, EZ4400'THAT PROJECTS 4 INCHES ABOVE THE GROUND. IT IS 78.5 FEET EZ4400'NORTHEAST OF A POWERLINE POLE, 34.5 FEET EAST OF THE CENTERLINE EZ4400'OF STATE HIGHWAY 39 AND 1.2 FEET NORTH OF A WITNESS POST. EZ4400' EZ4400'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO EZ4400'OBSTRUCTIONS. EZ4400 EZ4400 STATION RECOVERY (1972) EZ4400 EZ4400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4400'CHAMBEE 1968 GOOD EZ4400' EZ4400'CHAMBEE RM 1 GOOD EZ4400' EZ4400'CHAMBEE RM 2 GOOD EZ4400' EZ4400'CHAMBEE AZ. MARK GOOD EZ4400' EZ4400'CHAMBEE AZIMUTH MARK WAS TRAVERSED THROUGH IN CLAYTON TO EZ4400'WILSON PROJECT, AND NEW DESCRIPTION SUBMITTED IN PROJECT. EZ4400 EZ4400 STATION RECOVERY (1991) EZ4400 EZ4400'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB) EZ4400'RECOVERED IN GOOD CONDITION. EZ4400 EZ4400 STATION RECOVERY (1993) EZ4400 EZ4400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ4400'RECOVERED BY NCGS IN 1995. STATION MARK AND REFERENCE MARK 1 WERE EZ4400'FOUND IN GOOD CONDITION. AZIMUTH MARK AND REFERENCE MARK 2 HAVE BEEN EZ4400'DESTROYED. STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF EZ4400'ZEBULON, 3.25 MI (5.23 KM) WEST-NORTHWEST OF MIDDLESEX, AND ON EZ4400'PROPERTY OWNED BY RONNIE CHAMBLEE. ALONG NC 39 FOR 1.35 MI (2.17 KM) EZ4400'SOUTH OF US 264 BRIDGE, THENCE EAST FOR 0.25 MI (0.40 KM) ALONG SR EZ4400'2100 (CHAMBLEE ROAD), AT AN ABANDONED FARMHOUSE. MARK IS FLUSH WITH EZ4400'THE GROUND. LOCATED 117 FT (35.7 M) NORTH OF THE NORTHWEST CORNER OF EZ4400'THE FARMHOUSE, 109 FT (33.2 M) SOUTH OF THE CENTERLINE OF SR 2100, EZ4400'67.5 FT (20.6 M) WEST OF THE SOUTHWEST CORNER OF A FARM IMPLEMENT EZ4400'SHED, 46.0 FT (14.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE EZ4400'BLOCK FENCE AROUND A SMALL CEMETERY, 31.0 FT (9.4 M) NORTHEAST OF THE EZ4400'CENTERLINE OF A DRIVEWAY LEADING TO THE FARMHOUSE, AND 125.0 FT (38.1 EZ4400'M) SOUTH-SOUTHWEST OF A 20-INCH OAK WITH A REFERENCE TAG. REFERENCE EZ4400'MARK 1 IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE STATION AND IS RECESSED EZ4400'3-INCHES BELOW GROUND. LOCATED 112.40 FT (34.26 M) EAST-SOUTHEAST OF EZ4400'THE STATION, 132.5 FT (40.4 M) EAST OF THE CENTERLINE OF THE DRIVEWAY, EZ4400'58.0 FT (17.7 M) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BARN, EZ4400'AND 31.5 FT (9.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE IMPLEMENT EZ4400'SHED. EZ4400 EZ4400 STATION RECOVERY (1996) EZ4400 EZ4400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ4400'RECOVERED AS DESCRIBED. EZ4400 EZ4400 STATION RECOVERY (1996) EZ4400 EZ4400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB) EZ4400'RECOVERED AS DESCRIBED. EZ4400 EZ4400 STATION RECOVERY (1997) EZ4400 EZ4400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EWB) EZ4400'RECOVERED AS DESCRIBED. EZ4400 EZ4400 STATION RECOVERY (2001) EZ4400 EZ4400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EWB) EZ4400'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ4622 *********************************************************************** EZ4622 CBN - This is a Cooperative Base Network Control Station. EZ4622 DESIGNATION - FLOWERS EZ4622 PID - EZ4622 EZ4622 STATE/COUNTY- NC/JOHNSTON EZ4622 USGS QUAD - NEWTON GROVE NORTH (1986) EZ4622 EZ4622 *CURRENT SURVEY CONTROL EZ4622 ___________________________________________________________________ EZ4622* NAD 83(1986)- 35 19 15.72123(N) 078 16 47.36100(W) ADJUSTED EZ4622* NAVD 88 - 59.27 (meters) 194.5 (feet) LEVELING EZ4622 ___________________________________________________________________ EZ4622 LAPLACE CORR- -3.10 (seconds) DEFLEC99 EZ4622 GEOID HEIGHT- -34.40 (meters) GEOID99 EZ4622 EZ4622 HORZ ORDER - FIRST EZ4622 VERT ORDER - THIRD ? EZ4622 EZ4622.The North Carolina/South Carolina HARNS have been completed but, EZ4622.due to contractual restrictions, coordinates for these stations EZ4622.will NOT be published in the near future. In the interim, the EZ4622.published coordinates in North and South Carolina will not be EZ4622.consistent with the Continuously Operating Reference Stations EZ4622.(CORS). The HARN coordinates for these stations are available EZ4622.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4622.Lapine(803-896-7700). EZ4622. EZ4622.In addition, the published North and South Carolina positions EZ4622.(NAD 83 (1986)) are NOT consistent with those determined in EZ4622.adjacent state readjustments. The discontinuity between stations EZ4622.located in North or South Carolina and those in adjacent states EZ4622.which have been adjusted to the HARN may be as much as 5 EZ4622.decimeters. This will result in a significant loss of accuracy EZ4622.over lines crossing such state borders. EZ4622 EZ4622 EZ4622.The horizontal coordinates were established by classical geodetic methods EZ4622.and adjusted by the National Geodetic Survey in July 1986. EZ4622 EZ4622.The orthometric height was determined by differential leveling. EZ4622.The vertical network tie was performed by a horz. field party for horz. EZ4622.obs reductions. Reset procedures were used to establish the elevation. EZ4622 EZ4622.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4622 EZ4622.The geoid height was determined by GEOID99. EZ4622 EZ4622; North East Units Scale Converg. EZ4622;SPC NC - 174,512.305 675,078.230 MT 0.99987332 +0 24 56.4 EZ4622;UTM 17 - 3,912,040.649 747,278.377 MT 1.00035362 +1 34 24.6 EZ4622 EZ4622: Primary Azimuth Mark Grid Az EZ4622:SPC NC - SANDERS 308 23 19.5 EZ4622:UTM 17 - SANDERS 307 13 51.3 EZ4622 EZ4622|---------------------------------------------------------------------| EZ4622| PID Reference Object Distance Geod. Az | EZ4622| dddmmss.s | EZ4622| EZ4497 GOLDSBORO STATE HOSPITAL STACK APPROX.24.2 KM 0712027.2 | EZ4622| EY2855 GOLDSBORO FARMERS WHSE TANK APPROX.27.1 KM 0721837.6 | EZ4622| EY2857 GOLDSBORO ST PAUL METH CHURCH APPROX.26.7 KM 0752525.7 | EZ4622| EZ6199 FLOWERS RM 1 0902430.4 | EZ4622| EZ6200 FLOWERS RM 2 69.708 METERS 09214 | EZ4622| EZ6201 FLOWERS RM 3 76.551 METERS 27513 | EZ4622| EZ4646 BENSON MUNICIPAL TANK APPROX.25.4 KM 2860356.0 | EZ4622| EZ4620 SANDERS APPROX.10.2 KM 3084815.9 | EZ4622|---------------------------------------------------------------------| EZ4622 EZ4622 SUPERSEDED SURVEY CONTROL EZ4622 EZ4622 NAD 27 - 35 19 15.13500(N) 078 16 48.36500(W) AD( ) 1 EZ4622 EZ4622.Superseded values are not recommended for survey control. EZ4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4622.See file dsdata.txt to determine how the superseded data were derived. EZ4622 EZ4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4727812041(NAD 83) EZ4622_MARKER: DH = HORIZONTAL CONTROL DISK EZ4622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4622_STAMPING: FLOWERS 1933 EZ4622_MARK LOGO: CGS EZ4622_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4622+STABILITY: SURFACE MOTION EZ4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4622+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001 EZ4622 EZ4622 HISTORY - Date Condition Report By EZ4622 HISTORY - 1933 MONUMENTED CGS EZ4622 HISTORY - 1942 GOOD USE EZ4622 HISTORY - 19950110 GOOD NCGS EZ4622 HISTORY - 20010201 GOOD NCGS EZ4622 EZ4622 STATION DESCRIPTION EZ4622 EZ4622'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ4622'ABOUT 17 MILES SOUTHWEST OF GOLDSBORO, 13-1/2 MILES SOUTH-SOUTHEAST EZ4622'OF SMITHFIELD, AND 6-1/4 MILES NORTHEAST OF NEWTON GROVE, IN THE YARD EZ4622'OF THE EBENEZER CHURCH. TO REACH FROM GOLDSBORO, GO SOUTH ABOUT 5 EZ4622'MILES ON NORTH CAROLINA ROUTE 40 TO ITS JUNCTION WITH ROUTE 102. EZ4622'TURN RIGHT ONTO ROUTE 102 AND CONTINUE SOUTHWEST 12.7 MILES TO A EZ4622'T-ROAD ON RIGHT WITH A SIGN BENTONVILLE. TURN RIGHT ONTO THIS ROAD EZ4622'AND PROCEED 3.1 MILES TO CROSSROADS, TURN LEFT AND GO 0.2 MILE TO EZ4622'THE EBENEZER CHURCH IN THE NORTH ANGLE OF ANOTHER CROSSROADS. EZ4622'STATION IS IN CHURCHYARD, 125 FEET NORTHWEST OF CENTER LINE OF ONE EZ4622'ROAD, 125 FEET NORTHEAST OF CENTER LINE OF OTHER ROAD, 54 FEET EZ4622'NORTH-NORTHEAST OF NORTH CORNER OF CHURCH, 21 FEET NORTHWEST OF EZ4622'DOUBLE 18-INCH OAK TREE, AND 15 FEET SOUTHWEST OF DRAINAGE EZ4622'DITCH. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK EZ4622'STATION MARKS IN CONCRETE. SURFACE MARK PROJECTS 6 INCHES. EZ4622'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A. EZ4622'NO. 1 IS 55 FEET NORTHEAST OF NORTHEAST CORNER OF CHURCH, 22 FEET EZ4622'SOUTH OF CENTER LINE OF ROAD, AND APPROXIMATELY 0.35 MILE FROM EZ4622'STATION S 89 DEG 36 MIN E. NO. 2 IS ABOUT 150 FEET EZ4622'SOUTHWEST OF ROAD INTERSECTION, 15 FEET SOUTHEAST OF CENTER LINE OF EZ4622'ROAD, 126 FEET NORTHEAST OF BRIDGE OVER DRAINAGE DITCH, AND 228.70 EZ4622'FEET FROM STATION S 87 DEG 46 MIN E. NO. 3 IS AT THE EZ4622'NORTHWEST END OF FIRST CURVE IN ROAD NORTHWEST OF ROAD EZ4622'INTERSECTION, 10 FEET SOUTHWEST OF CENTER LINE OF ROAD, 70 FEET EZ4622'NORTHWEST OF FENCE CORNER, AND 251.15 FEET FROM STATION EZ4622'N 84 DEG 47 MIN W. EZ4622 EZ4622 STATION RECOVERY (1942) EZ4622 EZ4622'RECOVERY NOTE BY US ENGINEERS 1942 EZ4622'FOUND AS DESCRIBED. CONDITION GOOD. EZ4622 EZ4622 STATION RECOVERY (1995) EZ4622 EZ4622'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ4622'RECOVERED AS DESCRIBED. EZ4622 EZ4622 STATION RECOVERY (2001) EZ4622 EZ4622'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ4622'STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) SOUTH-SOUTHEAST OF EZ4622'SMITHFIELD AND 6.25 MI (10.06 KM) NORTHEAST OF NEWTON GROVE. EZ4622'PROCEED ALONG US 701 FOR 2.6 MI (4.2 KM) NORTH FROM THE TRAFFIC CIRCLE EZ4622'IN NEWTON GROVE TO SR 1008 (HARPER HOUSE RD.) THENCE NORTHEAST ALONG EZ4622'SR 1008 FOR 5.5 MI (8.9 KM) TO SR 1009 AND THE EBENEZER UNITED EZ4622'METHODIST CHURCH AND STATION IN THE NORTH QUADRANT. EZ4622'MARK IS ABOUT 4-FEET HIGHER THAN SR 1008 AND PROJECTS 9-INCHES. EZ4622'LOCATED 143.1 FT (43.6 M) NORTHWEST OF THE CENTER LINE OF SR 1008, EZ4622'151.1 FT (46.1 M) EAST-NORTHEAST OF THE CENTER LINE OF SR 1009 (DEVILS EZ4622'RACE TRACK ROAD), 60.5 FT (18.4 M) EAST-NORTHEAST OF THE NORTH CORNER EZ4622'OF THE CHURCH, 117.5 FT (35.8 M) NORTH-NORTHWEST OF A WATER METER,--- EZ4622'8.7 EAST-NORTHEAST OF A YARD LIGHT POLE, 63.0 FT (19.2 M) NORTHWEST OF EZ4622'A POWER POLE WITH TRANSFORMER AND GUY WIRE--- EACH WITH A REFERENCE EZ4622'TAG. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6780 *********************************************************************** AB6780 CBN - This is a Cooperative Base Network Control Station. AB6780 DESIGNATION - GARY T AB6780 PID - AB6780 AB6780 STATE/COUNTY- NC/JOHNSTON AB6780 USGS QUAD - EDMONDSON (1993) AB6780 AB6780 *CURRENT SURVEY CONTROL AB6780 ___________________________________________________________________ AB6780* NAD 83(1986)- 35 32 54.27502(N) 078 31 51.79907(W) ADJUSTED AB6780* NAVD 88 - 78.288 (meters) 256.85 (feet) ADJUSTED AB6780 ___________________________________________________________________ AB6780 LAPLACE CORR- -5.12 (seconds) DEFLEC99 AB6780 GEOID HEIGHT- -33.61 (meters) GEOID99 AB6780 DYNAMIC HT - 78.218 (meters) 256.62 (feet) COMP AB6780 MODELED GRAV- 979,749.7 (mgal) NAVD 88 AB6780 AB6780 HORZ ORDER - FIRST AB6780 VERT ORDER - SECOND CLASS II AB6780 AB6780.The North Carolina/South Carolina HARNS have been completed but, AB6780.due to contractual restrictions, coordinates for these stations AB6780.will NOT be published in the near future. In the interim, the AB6780.published coordinates in North and South Carolina will not be AB6780.consistent with the Continuously Operating Reference Stations AB6780.(CORS). The HARN coordinates for these stations are available AB6780.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6780.Lapine(803-896-7700). AB6780. AB6780.In addition, the published North and South Carolina positions AB6780.(NAD 83 (1986)) are NOT consistent with those determined in AB6780.adjacent state readjustments. The discontinuity between stations AB6780.located in North or South Carolina and those in adjacent states AB6780.which have been adjusted to the HARN may be as much as 5 AB6780.decimeters. This will result in a significant loss of accuracy AB6780.over lines crossing such state borders. AB6780 AB6780 AB6780.The horizontal coordinates were established by GPS observations AB6780.and adjusted by the National Geodetic Survey in November 1996. AB6780 AB6780.The orthometric height was determined by differential leveling AB6780.and adjusted by the National Geodetic Survey in November 1999. AB6780.No vertical observational check was made to the station. AB6780 AB6780.The Laplace correction was computed from DEFLEC99 derived deflections. AB6780 AB6780.The geoid height was determined by GEOID99. AB6780 AB6780.The dynamic height is computed by dividing the NAVD 88 AB6780.geopotential number by the normal gravity value computed on the AB6780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6780.degrees latitude (g = 980.6199 gals.). AB6780 AB6780.The modeled gravity was interpolated from observed gravity values. AB6780 AB6780; North East Units Scale Converg. AB6780;SPC NC - 199,599.194 652,117.737 MT 0.99988595 +0 16 14.4 AB6780;UTM 17 - 3,936,666.862 723,804.451 MT 1.00021729 +1 26 09.7 AB6780 AB6780 SUPERSEDED SURVEY CONTROL AB6780 AB6780.No superseded survey control is available for this station. AB6780 AB6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2380436667(NAD 83) AB6780_MARKER: DH = HORIZONTAL CONTROL DISK AB6780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6780_STAMPING: GARY T 1995 AB6780_MARK LOGO: NCGS AB6780_PROJECTION: FLUSH AB6780_MAGNETIC: N = NO MAGNETIC MATERIAL AB6780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6780+STABILITY: SURFACE MOTION AB6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6780+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2001 AB6780 AB6780 HISTORY - Date Condition Report By AB6780 HISTORY - 1995 MONUMENTED NCGS AB6780 HISTORY - 19971105 GOOD NCGS AB6780 HISTORY - 19980407 GOOD NCGS AB6780 HISTORY - 19980729 GOOD NCGS AB6780 HISTORY - 20010208 GOOD NCGS AB6780 AB6780 STATION DESCRIPTION AB6780 AB6780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (GWT) AB6780'STATION IS LOCATED 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF CLAYTON AND 3.4 AB6780'MI (5.5 KM) NORTHEAST OF MCGEES CROSSROADS PROCEED ALONG NC 210 FOR AB6780'0.25 MI (0.40 KM) EAST FROM THE I-40 OVERPASS TO SR 1324, THENCE AB6780'NORTHEAST ALONG SR 1324 FOR 0.09 MI (0.14 KM) TO SR 1300 (RALEIGH AB6780'ROAD), THENCE NORTH ALONG SR 1300 FOR 1.8 MI (2.9 KM) TO HUNTING LODGE AB6780'ROAD AT THE SOUTHERN ENTRANCE TO HUNTING RIDGE SUBDIVISION, THENCE AB6780'WEST ALONG HUNTING LODGE ROAD FOR 0.10 MI (0.16 KM) TO STATION IN THE AB6780'NORTHEAST CORNER OF THE YARD OF LOT 2 NEAR A CONCRETE DRIVEWAY. MARK AB6780'IS LEVEL WITH STREET AND IS FLUSH WITH THE GROUND. LOCATED 30.5 FT AB6780'(9.3 M) SOUTH OF THE CENTERLINE OF HUNTING LODGE ROAD, 11.3 FT (3.4 M) AB6780'EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 11.5 FT (3.5 M) EAST OF AB6780'THE EAST END OF A CONCRETE CULVERT, 42.3 FT (12.9 M) WEST OF A AB6780'PROPERTY CORNER (IRON ROD), AND 140.6 FT (42.9 M) NORTH-NORTHEAST OF AB6780'THE NORTHEAST CORNER OF A 1-STORY FRAME HOUSE. AB6780 AB6780 STATION RECOVERY (1997) AB6780 AB6780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AB6780'RECOVERED AS DESCRIBED. AB6780 AB6780 STATION RECOVERY (1998) AB6780 AB6780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AB6780'RECOVERED AS DESCRIBED. AB6780 AB6780 STATION RECOVERY (1998) AB6780 AB6780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AB6780'RECOVERED AS DESCRIBED. AB6780 AB6780 STATION RECOVERY (2001) AB6780 AB6780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (GWT) AB6780'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5664 *********************************************************************** AH5664 SACS - This is a Secondary Airport Control Station. AH5664 DESIGNATION - JNX A AH5664 PID - AH5664 AH5664 STATE/COUNTY- NC/JOHNSTON AH5664 USGS QUAD - POWHATAN (1981) AH5664 AH5664 *CURRENT SURVEY CONTROL AH5664 ___________________________________________________________________ AH5664* NAD 83(2001)- 35 33 15.30845(N) 078 23 10.04857(W) ADJUSTED AH5664* NAVD 88 - 58.422 (meters) 191.67 (feet) ADJUSTED AH5664 ___________________________________________________________________ AH5664 X - 1,045,818.721 (meters) COMP AH5664 Y - -5,088,574.939 (meters) COMP AH5664 Z - 3,688,080.903 (meters) COMP AH5664 LAPLACE CORR- -4.69 (seconds) DEFLEC99 AH5664 ELLIP HEIGHT- 24.36 (meters) (02/10/03) GPS OBS AH5664 GEOID HEIGHT- -34.07 (meters) GEOID99 AH5664 DYNAMIC HT - 58.370 (meters) 191.50 (feet) COMP AH5664 MODELED GRAV- 979,744.3 (mgal) NAVD 88 AH5664 AH5664 HORZ ORDER - FIRST AH5664 VERT ORDER - SECOND CLASS II AH5664 ELLP ORDER - FOURTH CLASS II AH5664 AH5664.This mark is at Johnston County Airport (JNX) AH5664 AH5664.The North Carolina/South Carolina HARNS have been completed but, AH5664.due to contractual restrictions, coordinates for these stations AH5664.will NOT be published in the near future. In the interim, the AH5664.published coordinates in North and South Carolina will not be AH5664.consistent with the Continuously Operating Reference Stations AH5664.(CORS). The HARN coordinates for these stations are available AH5664.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH5664.Lapine(803-896-7700). AH5664. AH5664.In addition, the published North and South Carolina positions AH5664.(NAD 83 (1986)) are NOT consistent with those determined in AH5664.adjacent state readjustments. The discontinuity between stations AH5664.located in North or South Carolina and those in adjacent states AH5664.which have been adjusted to the HARN may be as much as 5 AH5664.decimeters. This will result in a significant loss of accuracy AH5664.over lines crossing such state borders. AH5664 AH5664 AH5664.The horizontal coordinates were established by GPS observations AH5664.and adjusted by the National Geodetic Survey in February 2003. AH5664.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH5664.DATUM ITEM on the data sheet items page. AH5664 AH5664.The orthometric height was determined by differential leveling AH5664.and adjusted by the National Geodetic Survey in August 2000. AH5664.No vertical observational check was made to the station. AH5664 AH5664.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH5664 AH5664.The Laplace correction was computed from DEFLEC99 derived deflections. AH5664 AH5664.The ellipsoidal height was determined by GPS observations AH5664.and is referenced to NAD 83. AH5664 AH5664.The geoid height was determined by GEOID99. AH5664 AH5664.The dynamic height is computed by dividing the NAVD 88 AH5664.geopotential number by the normal gravity value computed on the AH5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5664.degrees latitude (g = 980.6199 gals.). AH5664 AH5664.The modeled gravity was interpolated from observed gravity values. AH5664 AH5664; North East Units Scale Converg. AH5664;SPC NC - 200,319.015 665,253.613 MT 0.99988648 +0 21 15.5 AH5664;UTM 17 - 3,937,654.160 736,927.790 MT 1.00029181 +1 31 14.2 AH5664 AH5664 SUPERSEDED SURVEY CONTROL AH5664 AH5664 NAD 83(1995)- 35 33 15.30887(N) 078 23 10.04813(W) AD( ) 1 AH5664 ELLIP HT - 24.35 (m) (12/23/99) GP( ) 4 2 AH5664 AH5664.Superseded values are not recommended for survey control. AH5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5664.See file dsdata.txt to determine how the superseded data were derived. AH5664 AH5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3692837654(NAD 83) AH5664_MARKER: DH = HORIZONTAL CONTROL DISK AH5664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5664_STAMPING: JNX A 1997 AH5664_MARK LOGO: NCGS AH5664_PROJECTION: FLUSH AH5664_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH5664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5664+STABILITY: SURFACE MOTION AH5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5664+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1998 AH5664 AH5664 HISTORY - Date Condition Report By AH5664 HISTORY - 1997 MONUMENTED NCGS AH5664 HISTORY - 19980114 GOOD NCGS AH5664 AH5664 STATION DESCRIPTION AH5664 AH5664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AH5664'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF SMITHFIELD AND AH5664'6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF CLAYTON. ALONG US 70 BUSINESS FOR AH5664'3.2 MI (5.1 KM) NORTHWEST FROM NC 210, ATOP A HILL NEAR A CEMETERY ON AH5664'THE PROPERTY OF THE JOHNSTON COUNTY AIRPORT, OR 0.05 MI (0.08 KM) EAST AH5664'OF SR 1501 (SWIFT CREEK ROAD) . THIS STATION IS DESIGNATED AS A AH5664'SECONDARY AIRPORT CONTROL STATION. MARK IS ABOUT 4 FT (1.2 M) HIGHER AH5664'THAN US 70 BUSINESS AND IS RECESSED 2 IN BELOW THE GROUND. LOCATED AH5664'193.0 FT (58.8 M) SOUTHWEST OF THE CENTERLINE OF US 70 BUSINESS AH5664'EASTBOUND LANES, 70.5 FT (21.5 M) EAST-NORTHEAST OF THE CENTER OF AH5664'BURKETT R. AND MARY A. JONES HEADSTONE, 1.0 FT (0.3 M) NORTHWEST OF AH5664'A WITNESS POST AND--36.7 FT EAST-SOUTHEAST OF THE NORTHEAST CORNER OF AH5664'A SPLIT RAIL FENCE AROUND CEMETERY, 44.8 FT (13.7 M) NORTHEAST OF THE AH5664'SOUTHEAST CORNER OF FENCE, 164.1 FT (50.0 M) WEST OF A POWER POLE--ALL AH5664'THREE WITH REFERENCE TAGS. AH5664 AH5664 STATION RECOVERY (1998) AH5664 AH5664'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH5664'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY AH5664'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH5668 *********************************************************************** AH5668 SACS - This is a Secondary Airport Control Station. AH5668 DESIGNATION - JNX B AH5668 PID - AH5668 AH5668 STATE/COUNTY- NC/JOHNSTON AH5668 USGS QUAD - POWHATAN (1981) AH5668 AH5668 *CURRENT SURVEY CONTROL AH5668 ___________________________________________________________________ AH5668* NAD 83(2001)- 35 32 08.73373(N) 078 23 39.92570(W) ADJUSTED AH5668* NAVD 88 - 41.143 (meters) 134.98 (feet) ADJUSTED AH5668 ___________________________________________________________________ AH5668 X - 1,045,318.771 (meters) COMP AH5668 Y - -5,089,881.025 (meters) COMP AH5668 Z - 3,686,401.388 (meters) COMP AH5668 LAPLACE CORR- -4.85 (seconds) DEFLEC99 AH5668 ELLIP HEIGHT- 7.09 (meters) (02/10/03) GPS OBS AH5668 GEOID HEIGHT- -34.05 (meters) GEOID99 AH5668 DYNAMIC HT - 41.106 (meters) 134.86 (feet) COMP AH5668 MODELED GRAV- 979,745.0 (mgal) NAVD 88 AH5668 AH5668 HORZ ORDER - FIRST AH5668 VERT ORDER - SECOND CLASS II AH5668 ELLP ORDER - FOURTH CLASS II AH5668 AH5668.This mark is at Johnston County Airport (JNX) AH5668 AH5668.The North Carolina/South Carolina HARNS have been completed but, AH5668.due to contractual restrictions, coordinates for these stations AH5668.will NOT be published in the near future. In the interim, the AH5668.published coordinates in North and South Carolina will not be AH5668.consistent with the Continuously Operating Reference Stations AH5668.(CORS). The HARN coordinates for these stations are available AH5668.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH5668.Lapine(803-896-7700). AH5668. AH5668.In addition, the published North and South Carolina positions AH5668.(NAD 83 (1986)) are NOT consistent with those determined in AH5668.adjacent state readjustments. The discontinuity between stations AH5668.located in North or South Carolina and those in adjacent states AH5668.which have been adjusted to the HARN may be as much as 5 AH5668.decimeters. This will result in a significant loss of accuracy AH5668.over lines crossing such state borders. AH5668 AH5668 AH5668.The horizontal coordinates were established by GPS observations AH5668.and adjusted by the National Geodetic Survey in February 2003. AH5668.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH5668.DATUM ITEM on the data sheet items page. AH5668 AH5668.The orthometric height was determined by differential leveling AH5668.and adjusted by the National Geodetic Survey in August 2000. AH5668.No vertical observational check was made to the station. AH5668 AH5668.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH5668 AH5668.The Laplace correction was computed from DEFLEC99 derived deflections. AH5668 AH5668.The ellipsoidal height was determined by GPS observations AH5668.and is referenced to NAD 83. AH5668 AH5668.The geoid height was determined by GEOID99. AH5668 AH5668.The dynamic height is computed by dividing the NAVD 88 AH5668.geopotential number by the normal gravity value computed on the AH5668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH5668.degrees latitude (g = 980.6199 gals.). AH5668 AH5668.The modeled gravity was interpolated from observed gravity values. AH5668 AH5668; North East Units Scale Converg. AH5668;SPC NC - 198,262.859 664,513.753 MT 0.99988483 +0 20 58.3 AH5668;UTM 17 - 3,935,582.539 736,229.639 MT 1.00028774 +1 30 54.3 AH5668 AH5668 SUPERSEDED SURVEY CONTROL AH5668 AH5668 NAD 83(1995)- 35 32 08.73416(N) 078 23 39.92526(W) AD( ) 1 AH5668 AH5668.Superseded values are not recommended for survey control. AH5668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5668.See file dsdata.txt to determine how the superseded data were derived. AH5668 AH5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3623035583(NAD 83) AH5668_MARKER: DH = HORIZONTAL CONTROL DISK AH5668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5668_STAMPING: JNX B 1997 AH5668_MARK LOGO: NGS AH5668_PROJECTION: FLUSH AH5668_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH5668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5668+STABILITY: SURFACE MOTION AH5668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5668+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1998 AH5668 AH5668 HISTORY - Date Condition Report By AH5668 HISTORY - 1997 MONUMENTED NGS AH5668 HISTORY - 19971217 GOOD NCGS AH5668 HISTORY - 19980114 GOOD NCGS AH5668 AH5668 STATION DESCRIPTION AH5668 AH5668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JGG) AH5668'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) WEST-NORTHWEST OF SMITHFIELD AH5668'AND 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF CLAYTON AT THE JOHNSTON COUNTY AH5668'AIRPORT. PROCEED ALONG SR 1501 (BUCKET JONES ROAD) FOR 0.6 MI (1.0 KM) AH5668'SOUTHWEST FROM US 70 BUSINESS, THENCE EAST FOR 0.05 MI (0.08 KM) ALONG AH5668'AIRPORT ENTRANCE ROAD TO BRICK AIRPORT OPERATIONS BUILDING. PASS AH5668'THROUGH GATE ON NORTH SIDE OF BUILDING, THENCE SOUTHWEST FOR 0.85 MI AH5668'(1.37 KM) ALONG TAXIWAY TO STATION ON SOUTHEAST SIDE OF TAXIWAY. THIS AH5668'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. MARK IS AH5668'ABOUT LEVEL WITH TAXIWAY AND IS FLUSH WITH THE GROUND. LOCATED 31.8 FT AH5668'(9.7 M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 124.6 FT (38.0 M) AH5668'NORTHWEST OF THE WINDSOCK POLE, 62.1 FT (18.9 M) WEST-NORTHWEST OF A AH5668'STORM DRAIN GRATE, 118.2 FT (36.0 M) SOUTHWEST OF A TAXIWAY LIGHT, AH5668'71.8 FT (21.9 M) NORTHEAST OF ANOTHER TAXIWAY LIGHT AND 93.0 FT (28.3 AH5668'M) SOUTH-SOUTHEAST OF A STORM DRAIN GRATE ON THE OTHER SIDE OF AH5668'TAXIWAY. AH5668 AH5668 STATION RECOVERY (1997) AH5668 AH5668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 AH5668'THE BASE LINE IS LOCATED ABOUT 5.4 (3.4 MI) NORTHWEST OF SMITHFIELD, AH5668'N. C. AND 13.1 KM (8.2 MI) SOUTH SOUTHEAST OF CLAYTON, N.C. AT THE AH5668'JOHNSTON COUNTY AIRPORT (PERMISSION NEEDED FOR ACCESS SEE BELOW). AH5668' AH5668'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE AH5668'NORTH END. IT CONSISTS OF THE 0, 150, 400 AND 1100 METER POINTS. AH5668'THERE IS NO 100 FT. TAPE CALIBRATION MARK. AH5668' AH5668'TO REACH THE 0-METER POINT FROM THE JUNCTION OF US HIGHWAY 70 BUSINESS AH5668'AND STATE ROUTE 1501 (BUCKET JONES ROAD) LOCATED ABOUT 6.4 KM (4.0 MI) AH5668'NORTHWEST OF SMITHFIELD, N.C., GO SOUTHWEST ON STATE ROUTE SR1501 FOR AH5668'1.0 KM (0.6 MI) TO THE ENTRANCE TO JOHNSTON COUNTY AIRPORT ON THE AH5668'LEFT, TURN LEFT AND GO EAST ALONG ENTRANCE ROAD FOR 0.03 KM (0.05 MI) AH5668'TO BRICK AIRPORT FACILITY BUILDING. PASS THROUGH GATE ON THE NORTH AH5668'SIDE OF THE BUILDING AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ALONG THE AH5668'TAXIWAY TO THE 0-METER POINT NEAR THE SOUTHWEST CORNER OF THE APRON. AH5668' AH5668'THE 1100-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED--JNX B AH5668'1997--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER AH5668'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.0 MT (124.6 FT) AH5668'NORTHWEST OF A WIND SOCK POLE, 36.0 MT (118.2 FT) SOUTHWEST OF A AH5668'TAXIWAY LIGHT, 28.4 MT (93.0 FT) SOUTH SOUTHEAST OF A STORM DRAIN AH5668'GRATE ACROSS THE TAXIWAY, 21.9 MT (71.8 FT) NORTHEAST OF A TAXIWAY AH5668'LIGHT, 18.9 MT (62.1 FT) WEST NORTHWEST OF A STORM DRAIN GRATE, AND AH5668'9.7 MT (31.8 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY. AH5668' AH5668'USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. AH5668'ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE AH5668'LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING AH5668'HEIGHTS 0 METER POINT AT 1.533 M (5.030 FT), 150 METER POINT AT 1.567 AH5668'M (5.141 FT), 400 METER POINT AT 1.488 M (4.882 FT) AND THE 1100 METER AH5668'POINT AT 1.529 M (5.016 FT). AH5668' AH5668'JOHNSTON COUNTY AIRPORT OWNERSHIP-- PUBLIC, JOHNSTON COUNTY, FOR AH5668'PERMISSION TO ENTER AIRPORT, CONTACT AIRPORT MANAGER, ROY DIXON, AH5668'TELEPHONE 919-934-0992. AH5668' AH5668'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NORTH CAROLINA AH5668'GEODETIC SURVEY. AH5668' AH5668'FOR MORE INFORMATION PLEASE CONTACT GARY W. THOMPSON, NCGS, 512 N. AH5668'SALISBURY STREET, RALEIGH, NORTH CAROLINA 27604. PHONE 919-733-3836. AH5668 AH5668 STATION RECOVERY (1998) AH5668 AH5668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) AH5668'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY AH5668'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ4524 *********************************************************************** EZ4524 DESIGNATION - PRINCETON MUNICIPAL TANK EZ4524 PID - EZ4524 EZ4524 STATE/COUNTY- NC/JOHNSTON EZ4524 USGS QUAD - PRINCETON (1974) EZ4524 EZ4524 *CURRENT SURVEY CONTROL EZ4524 ___________________________________________________________________ EZ4524* NAD 83(1986)- 35 27 56.88060(N) 078 09 40.60457(W) ADJUSTED EZ4524* NAVD 88 - EZ4524 ___________________________________________________________________ EZ4524 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EZ4524 GEOID HEIGHT- -34.60 (meters) GEOID99 EZ4524 EZ4524 HORZ ORDER - THIRD EZ4524 EZ4524.The North Carolina/South Carolina HARNS have been completed but, EZ4524.due to contractual restrictions, coordinates for these stations EZ4524.will NOT be published in the near future. In the interim, the EZ4524.published coordinates in North and South Carolina will not be EZ4524.consistent with the Continuously Operating Reference Stations EZ4524.(CORS). The HARN coordinates for these stations are available EZ4524.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ4524.Lapine(803-896-7700). EZ4524. EZ4524.In addition, the published North and South Carolina positions EZ4524.(NAD 83 (1986)) are NOT consistent with those determined in EZ4524.adjacent state readjustments. The discontinuity between stations EZ4524.located in North or South Carolina and those in adjacent states EZ4524.which have been adjusted to the HARN may be as much as 5 EZ4524.decimeters. This will result in a significant loss of accuracy EZ4524.over lines crossing such state borders. EZ4524 EZ4524 EZ4524.The horizontal coordinates were established by classical geodetic methods EZ4524.and adjusted by the National Geodetic Survey in July 1986. EZ4524 EZ4524 EZ4524.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4524 EZ4524.The geoid height was determined by GEOID99. EZ4524 EZ4524; North East Units Scale Converg. EZ4524;SPC NC - 190,655.886 685,720.027 MT 0.99987954 +0 29 02.7 EZ4524;UTM 17 - 3,928,404.842 757,596.198 MT 1.00041780 +1 38 52.7 EZ4524 EZ4524 SUPERSEDED SURVEY CONTROL EZ4524 EZ4524 NAD 27 - 35 27 56.30000(N) 078 09 41.62600(W) AD( ) 3 EZ4524 EZ4524.Superseded values are not recommended for survey control. EZ4524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4524.See file dsdata.txt to determine how the superseded data were derived. EZ4524 EZ4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5759628405(NAD 83) EZ4524_MARKER: 53 = ELEVATED TANK EZ4524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4524+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 EZ4524 EZ4524 HISTORY - Date Condition Report By EZ4524 HISTORY - 1949 FIRST OBSERVED CGS EZ4524 HISTORY - 20030108 GOOD USPSQD EZ4524 EZ4524 STATION DESCRIPTION EZ4524 EZ4524'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS) EZ4524'THE STATION IS LOCATED IN THE TOWN OF PRINCETON. IT IS EZ4524'ABOUT 0.15 MILE SOUTH OF U.S. HIGHWAY 70, 100 YARDS SOUTH EZ4524'OF THE SOUTHERN RAILROAD TRACKS AND 110 FEET WEST OF A DIRT EZ4524'STREET. IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET EZ4524'TALL AND IS PAINTED SILVER. THE POINT OF INTERSECTION WAS EZ4524'THE CENTER OF THE BALL ATOP THE TANK. EZ4524 EZ4524 STATION RECOVERY (2003) EZ4524 EZ4524'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EZ4524'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH4961 *********************************************************************** AH4961 DESIGNATION - SELMA DOWNTOWN MUNICIPAL TANK AH4961 PID - AH4961 AH4961 STATE/COUNTY- NC/JOHNSTON AH4961 USGS QUAD - SELMA (1988) AH4961 AH4961 *CURRENT SURVEY CONTROL AH4961 ___________________________________________________________________ AH4961* NAD 83(1986)- 35 32 03.85761(N) 078 17 05.84868(W) ADJUSTED AH4961* NAVD 88 - 54. (meters) 177. (feet) SCALED AH4961 ___________________________________________________________________ AH4961 LAPLACE CORR- -3.52 (seconds) DEFLEC99 AH4961 GEOID HEIGHT- -34.33 (meters) GEOID99 AH4961 AH4961 HORZ ORDER - SECOND AH4961 AH4961.The North Carolina/South Carolina HARNS have been completed but, AH4961.due to contractual restrictions, coordinates for these stations AH4961.will NOT be published in the near future. In the interim, the AH4961.published coordinates in North and South Carolina will not be AH4961.consistent with the Continuously Operating Reference Stations AH4961.(CORS). The HARN coordinates for these stations are available AH4961.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH4961.Lapine(803-896-7700). AH4961. AH4961.In addition, the published North and South Carolina positions AH4961.(NAD 83 (1986)) are NOT consistent with those determined in AH4961.adjacent state readjustments. The discontinuity between stations AH4961.located in North or South Carolina and those in adjacent states AH4961.which have been adjusted to the HARN may be as much as 5 AH4961.decimeters. This will result in a significant loss of accuracy AH4961.over lines crossing such state borders. AH4961 AH4961 AH4961.The horizontal coordinates were established by classical geodetic methods AH4961.and adjusted by the National Geodetic Survey in November 1998. AH4961 AH4961.The orthometric height was scaled from a topographic map. AH4961 AH4961.The Laplace correction was computed from DEFLEC99 derived deflections. AH4961 AH4961.The geoid height was determined by GEOID99. AH4961 AH4961; North East Units Scale Converg. AH4961;SPC NC - 198,178.626 674,440.837 MT 0.99988472 +0 24 45.7 AH4961;UTM 17 - 3,935,700.349 746,160.674 MT 1.00034679 +1 34 43.5 AH4961 AH4961 SUPERSEDED SURVEY CONTROL AH4961 AH4961.No superseded survey control is available for this station. AH4961 AH4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4616135700(NAD 83) AH4961_MARKER: 53 = ELEVATED TANK AH4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4961+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 AH4961 AH4961 HISTORY - Date Condition Report By AH4961 HISTORY - 1986 FIRST OBSERVED NCGS AH4961 HISTORY - 19860101 GOOD NCGS AH4961 HISTORY - 20030108 GOOD USPSQD AH4961 AH4961 STATION DESCRIPTION AH4961 AH4961'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AH4961'SELMA DOWNTOWN MUNICIPAL TANK IS LOCATED IN SELMA. THE TANK IS LOCATED AH4961'AT THE INTERSECTION OF EAST RAILROAD ST. AND SOUTH RAEFORD ST., IN THE AH4961'SOUTHWEST QUADRANT. IT IS SUPPORTED BY 4 LEGS, PAINTED BLUE, AND 129 AH4961'FEET (39.3 M) TALL. AH4961 AH4961 STATION RECOVERY (1986) AH4961 AH4961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AH4961'SELMA DOWNTOWN MUNICIPAL TANK IS LOCATED IN SELMA. THE TANK IS LOCATED AH4961'AT THE INTERSECTION OF EAST RAILROAD ST. AND SOUTH RAEFORD ST., IN THE AH4961'SOUTHWEST QUADRANT. IT IS SUPPORTED BY 4 LEGS, PAINTED BLUE, AND 129 AH4961'FEET (39.3 M) TALL. AH4961 AH4961 STATION RECOVERY (2003) AH4961 AH4961'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AH4961'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AH4962 *********************************************************************** AH4962 DESIGNATION - SMITHFIELD EAST MUNICIPAL TANK AH4962 PID - AH4962 AH4962 STATE/COUNTY- NC/JOHNSTON AH4962 USGS QUAD - SELMA (1988) AH4962 AH4962 *CURRENT SURVEY CONTROL AH4962 ___________________________________________________________________ AH4962* NAD 83(1986)- 35 31 06.51342(N) 078 18 30.10358(W) ADJUSTED AH4962* NAVD 88 - 45.8 (meters) 150. (feet) VERT ANG AH4962 ___________________________________________________________________ AH4962 LAPLACE CORR- -3.61 (seconds) DEFLEC99 AH4962 GEOID HEIGHT- -34.29 (meters) GEOID99 AH4962 AH4962 HORZ ORDER - SECOND AH4962 AH4962.The North Carolina/South Carolina HARNS have been completed but, AH4962.due to contractual restrictions, coordinates for these stations AH4962.will NOT be published in the near future. In the interim, the AH4962.published coordinates in North and South Carolina will not be AH4962.consistent with the Continuously Operating Reference Stations AH4962.(CORS). The HARN coordinates for these stations are available AH4962.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH4962.Lapine(803-896-7700). AH4962. AH4962.In addition, the published North and South Carolina positions AH4962.(NAD 83 (1986)) are NOT consistent with those determined in AH4962.adjacent state readjustments. The discontinuity between stations AH4962.located in North or South Carolina and those in adjacent states AH4962.which have been adjusted to the HARN may be as much as 5 AH4962.decimeters. This will result in a significant loss of accuracy AH4962.over lines crossing such state borders. AH4962 AH4962 AH4962.The horizontal coordinates were established by classical geodetic methods AH4962.and adjusted by the National Geodetic Survey in November 1998. AH4962 AH4962.The orthometric height was determined by vertical angle observations. AH4962 AH4962.The Laplace correction was computed from DEFLEC99 derived deflections. AH4962 AH4962.The geoid height was determined by GEOID99. AH4962 AH4962; North East Units Scale Converg. AH4962;SPC NC - 196,396.517 672,330.909 MT 0.99988339 +0 23 57.1 AH4962;UTM 17 - 3,933,874.852 744,086.491 MT 1.00033426 +1 33 52.3 AH4962 AH4962 SUPERSEDED SURVEY CONTROL AH4962 AH4962.No superseded survey control is available for this station. AH4962 AH4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4408633875(NAD 83) AH4962_MARKER: 53 = ELEVATED TANK AH4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4962+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 AH4962 AH4962 HISTORY - Date Condition Report By AH4962 HISTORY - 1986 FIRST OBSERVED NCGS AH4962 HISTORY - 19860101 GOOD NCGS AH4962 HISTORY - 20030108 GOOD USPSQD AH4962 AH4962 STATION DESCRIPTION AH4962 AH4962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AH4962'STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) EAST-NORTHEAST OF AH4962'SMITHFIELD. ALONG US 301 AND NC 96 FOR 3.3 KM (2.05 MI) NORTHEAST FROM AH4962'US 70 TO JONES BROTHERS FURNITURE, ABOUT 0.2 KM (0.10 MI) SOUTH. THE AH4962'ELLIPSOIDAL SHAPED TANK IS SUPPORTED BY SIX LEGS, PAINTED TAN, AND AH4962'ABOUT 130 FEET (39.6 M) TALL. AH4962 AH4962 STATION RECOVERY (1986) AH4962 AH4962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AH4962'RECOVERED AS DESCRIBED. AH4962 AH4962 STATION RECOVERY (2003) AH4962 AH4962'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AH4962'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ5525 *********************************************************************** EZ5525 CBN - This is a Cooperative Base Network Control Station. EZ5525 PACS - This is a Primary Airport Control Station. EZ5525 DESIGNATION - SMITHPORT EZ5525 PID - EZ5525 EZ5525 STATE/COUNTY- NC/JOHNSTON EZ5525 USGS QUAD - POWHATAN (1981) EZ5525 EZ5525 *CURRENT SURVEY CONTROL EZ5525 ___________________________________________________________________ EZ5525* NAD 83(2001)- 35 32 44.04353(N) 078 23 17.67486(W) ADJUSTED EZ5525* NAVD 88 - 47.814 (meters) 156.87 (feet) ADJUSTED EZ5525 ___________________________________________________________________ EZ5525 X - 1,045,741.605 (meters) COMP EZ5525 Y - -5,089,153.916 (meters) COMP EZ5525 Z - 3,687,290.759 (meters) COMP EZ5525 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EZ5525 ELLIP HEIGHT- 13.75 (meters) (01/30/03) GPS OBS EZ5525 GEOID HEIGHT- -34.07 (meters) GEOID99 EZ5525 DYNAMIC HT - 47.772 (meters) 156.73 (feet) COMP EZ5525 MODELED GRAV- 979,744.7 (mgal) NAVD 88 EZ5525 EZ5525 HORZ ORDER - B EZ5525 VERT ORDER - SECOND CLASS II EZ5525 ELLP ORDER - FOURTH CLASS II EZ5525 EZ5525.This mark is at Johnston County Airport (JNX) EZ5525 EZ5525.The North Carolina/South Carolina HARNS have been completed but, EZ5525.due to contractual restrictions, coordinates for these stations EZ5525.will NOT be published in the near future. In the interim, the EZ5525.published coordinates in North and South Carolina will not be EZ5525.consistent with the Continuously Operating Reference Stations EZ5525.(CORS). The HARN coordinates for these stations are available EZ5525.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5525.Lapine(803-896-7700). EZ5525. EZ5525.In addition, the published North and South Carolina positions EZ5525.(NAD 83 (1986)) are NOT consistent with those determined in EZ5525.adjacent state readjustments. The discontinuity between stations EZ5525.located in North or South Carolina and those in adjacent states EZ5525.which have been adjusted to the HARN may be as much as 5 EZ5525.decimeters. This will result in a significant loss of accuracy EZ5525.over lines crossing such state borders. EZ5525 EZ5525 EZ5525.The horizontal coordinates were established by GPS observations EZ5525.and adjusted by the National Geodetic Survey in January 2003. EZ5525.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EZ5525.DATUM ITEM on the data sheet items page. EZ5525 EZ5525.The orthometric height was determined by differential leveling EZ5525.and adjusted by the National Geodetic Survey in August 2000. EZ5525.No vertical observational check was made to the station. EZ5525 EZ5525.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ5525 EZ5525.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5525 EZ5525.The ellipsoidal height was determined by GPS observations EZ5525.and is referenced to NAD 83. EZ5525 EZ5525.The geoid height was determined by GEOID99. EZ5525 EZ5525.The dynamic height is computed by dividing the NAVD 88 EZ5525.geopotential number by the normal gravity value computed on the EZ5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5525.degrees latitude (g = 980.6199 gals.). EZ5525 EZ5525.The modeled gravity was interpolated from observed gravity values. EZ5525 EZ5525; North East Units Scale Converg. EZ5525;SPC NC - 199,354.384 665,067.503 MT 0.99988570 +0 21 11.1 EZ5525;UTM 17 - 3,936,685.549 736,761.282 MT 1.00029084 +1 31 08.6 EZ5525 EZ5525: Primary Azimuth Mark Grid Az EZ5525:SPC NC - SMITHPORT AZ MK 202 05 10.5 EZ5525:UTM 17 - SMITHPORT AZ MK 200 55 13.0 EZ5525 EZ5525|---------------------------------------------------------------------| EZ5525| PID Reference Object Distance Geod. Az | EZ5525| dddmmss.s | EZ5525| EZ5528 SMITHPORT AZ MK APPROX. 0.8 KM 2022621.6 | EZ5525|---------------------------------------------------------------------| EZ5525 EZ5525 SUPERSEDED SURVEY CONTROL EZ5525 EZ5525 NAD 83(1995)- 35 32 44.04396(N) 078 23 17.67442(W) AD( ) B EZ5525 ELLIP HT - 13.74 (m) (09/11/96) GP( ) 4 1 EZ5525 NAD 83(1986)- 35 32 44.04961(N) 078 23 17.68748(W) AD( ) 1 EZ5525 NAD 27 - 35 32 43.47531(N) 078 23 18.66834(W) AD( ) 3 EZ5525 NGVD 29 - 48.2 (m) 158. (f) GPS OBS EZ5525 EZ5525.Superseded values are not recommended for survey control. EZ5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5525.See file dsdata.txt to determine how the superseded data were derived. EZ5525 EZ5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3676136686(NAD 83) EZ5525_MARKER: DH = HORIZONTAL CONTROL DISK EZ5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5525_STAMPING: SMITHPORT 1986 EZ5525_MARK LOGO: NGS EZ5525_PROJECTION: FLUSH EZ5525_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5525+STABILITY: SURFACE MOTION EZ5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5525+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2001 EZ5525 EZ5525 HISTORY - Date Condition Report By EZ5525 HISTORY - 1986 MONUMENTED NGS EZ5525 HISTORY - 19941213 GOOD NCGS EZ5525 HISTORY - 19941213 GOOD NCGS EZ5525 HISTORY - 19941213 GOOD NCGS EZ5525 HISTORY - 19941213 GOOD NCGS EZ5525 HISTORY - 19950821 GOOD NCGS EZ5525 HISTORY - 20010123 GOOD NCGS EZ5525 EZ5525 STATION DESCRIPTION EZ5525 EZ5525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ5525'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EZ5525'NORTHWEST OF SMITHFIELD AND ON THE JOHNSTON COUNTY AIRPORT, NEAR EZ5525'THE RUNWAY AND RAMP. EZ5525'OWNERSHIP--PUBLIC/JOHNSTON COUNTY, RT 3 BOX 14-B, SMITHFIELD NC EZ5525'27577, PHONE 919-934-0992, AIRPORT MANAGER - R.H. DIXON JR., RT 3 EZ5525'BOX 14-B, SMITHFIELD NC 27577, PHONE 919-553-7025. EZ5525' EZ5525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301 AND 70 EZ5525'IN SMITHFIELD, GO WEST FOR 7.2 KM (4.5 MI) ON HIGHWAY 70 TO A PAVED EZ5525'ROAD LEFT (SR 1501) AND SMALL AIRPORT SIGN. TURN LEFT AND GO EZ5525'SOUTHERLY FOR 1.0 KM (0.6 MI) ON SR 1501 TO A PAVED AIRPORT EZ5525'ENTRANCE LEFT. TURN LEFT AND G0 0.1 KM (0.05 MI) TO THE TERMINAL. EZ5525'PASS THRU A CHAIN LINK GATE AND GO SOUTH FOR 0.2 KM (0.15 MI) EZ5525'ACROSS APRON AND RAMP TO THE STATION ON THE RIGHT NEAR THE RUNWAY. EZ5525' EZ5525'THE STATION IS A STANDARD NGS DISK EZ5525'STAMPED---SMITHPORT 1986---, EZ5525'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5525'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5525'30.94 METERS (101.5 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER EZ5525'OF THE RUNWAY, EZ5525'23.16 METERS (76.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER EZ5525'OF THE RAMP, EZ5525'15.36 METERS (50.4 FT) SOUTHEAST FROM THE CONCRETE HEADWALL FOR A EZ5525'ROUND CULVERT 18 INCHES IN DIAMETER AND EZ5525'15.24 METERS (50.0 FT) WEST-NORTHWEST FROM A DIRECTIONAL BOX. EZ5525'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5525'STAMPED---SMITHPORT 1986---, EZ5525'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5525' EZ5525'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EZ5525'STAMPED---SMITHPORT 1986---, EZ5525'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5525'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5525'31.09 METERS (102.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE EZ5525'NORTHEAST EDGE OF AN OLD TURNAROUND, EZ5525'17.83 METERS (58.5 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER EZ5525'OF THE RUNWAY, EZ5525'12.65 METERS (41.5 FT) SOUTH-SOUTHWEST FROM A VASI LIGHT AND EZ5525'7.47 METERS (24.5 FT) NORTH FROM THE RUNWAY MARKER LIGHT NUMBER 39. EZ5525'TO REACH THE AZIMUTH FROM THE STATION, EZ5525'GO SOUTH-SOUTHWEST FOR 0.7 KM (0.45 MI) ALONG THE RUNWAY TO THE EZ5525'STATION ON THE NORTH SIDE OF RUNWAY NEAR THE PREVIOUS TURNAROUND, EZ5525'BEFORE AIRPORT EXTENSION. EZ5525'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5525'STAMPED---SMITHPORT 1986---, EZ5525'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5525' EZ5525'NO REFERENCE MARKS WERE SET AT THIS TIME. EZ5525' EZ5525'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ5525'MARCH 1986. EZ5525' EZ5525'THIS STATION SUITABLE FOR GPS SURVEYS. EZ5525' EZ5525'DESCRIBED BY K.R. WALLACE. EZ5525 EZ5525 STATION RECOVERY (1994) EZ5525 EZ5525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ5525'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF SMITHFIELD AND EZ5525'ON THE JOHNSTON COUNTY AIRPORT, NEAR THE RUNWAY AND RAMP. EZ5525'OWNERSHIP--PUBLIC/JOHNSTON COUNTY, 3149 SWIFT CREEK ROAD SMITHFIELD NC EZ5525'27577, PHONE 919-934-0992, AIRPORT MANAGER - R.H. DIXON JR., RT 3 BOX EZ5525'14-B, SMITHFIELD NC 27577, PHONE 919-553-7025. PROCEED ALONG US 70 FOR EZ5525'4.5 MI (7.2 KM) WEST FROM US 301, IN SMITHFIELD, THENCE SOUTH FOR 1.0 EZ5525'MI (1.6 KM) ALONG SR 1501, THENCE EAST FOR 0.05 MI (0.08 KM) ALONG EZ5525'AIRPORT ENTRANCE ROAD TO THE TERMINAL. PASS THRU A CHAIN LINK GATE EZ5525'AND THENCE SOUTH FOR 0.15 MI (0.24 KM) ACROSS APRON AND RAMP TO THE EZ5525'STATION ON THE RIGHT NEAR THE RUNWAY. MARK IS FLUSH WITH THE GROUND. EZ5525'LOCATED 101.5 FT (30.9 M) WEST-NORTHWEST OF THE CENTERLINE OF THE EZ5525'RUNWAY, 76.0 FT (23.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EZ5525'RAMP, 130.6 FT (39.8 M) EAST-SOUTHEAST OF A 36-INCH FLARED CULVERT, EZ5525'149.0 FT (45.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD EZ5525'FOR A REFLECTOR SIGN, 79.9 FT (24.4 M) NORTH OF A RUNWAY SIGN, 29.8 FT EZ5525'(9.1 M) NORTHWEST OF A BLUE RUNWAY LIGHT, AND 17.1 FT (5.2 M) EZ5525'SOUTHWEST OF ANOTHER BLUE RUNWAY LIGHT. AZIMUTH MARK EZ5525'STAMPED--SMITHPORT 1986--, IS FLUSH WITH THE GROUND. LOCATED 102.O FT EZ5525'NORTH-NORTHEAST OF THE CENTER OF THE NORTHEAST EDGE OF AN OLD EZ5525'TURNAROUND, 58.5 FT (17.8 M) WEST-NORTHWEST OF THE CENTERLINE OF THE EZ5525'RUNWAY, 23.8 FT (7.3 M) NORTHEAST OF A CLEAR RUNWAY LIGHT, 197.0 FT EZ5525'(60.0 M) EAST OF A TURNAROUND SIGN, 125.O FT SOUTHEAST OF A 18-INCH EZ5525'REINFORCED CONCRETE PIPE WITH FLARED END AND 134.3 FT (40.9 M) EZ5525'SOUTHWEST OF ANOTHER CLEAR RUNWAY LIGHT. TO REACH THE AZIMUTH MARK EZ5525'FROM THE STATION, PROCEED SOUTH-SOUTHWEST FOR 0.45 MI (0.72 KM) ALONG EZ5525'THE RUNWAY TO THE STATION ON THE NORTH SIDE RUNWAY NEAR THE EZ5525'TURNAROUND, BEFORE AIRPORT EXTENSION. EZ5525 EZ5525 STATION RECOVERY (1994) EZ5525 EZ5525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ5525'RECOVERED AS DESCRIBED. EZ5525 EZ5525 STATION RECOVERY (1994) EZ5525 EZ5525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ5525'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY EZ5525'AIRPORT CONTROL STATION. EZ5525 EZ5525 STATION RECOVERY (1994) EZ5525 EZ5525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ5525'RECOVERED AS DESCRIBED. EZ5525'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION. EZ5525 EZ5525 STATION RECOVERY (1995) EZ5525 EZ5525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ5525'RECOVERED AS DESCRIBED. EZ5525 EZ5525 STATION RECOVERY (2001) EZ5525 EZ5525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ5525'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. A EZ5525'SPIKE WAS SET AT THIS TIME, ON THE NORTH SIDE OF THE MONUMENT. US 70 EZ5525'IN THE DESCRIPTION IS NOW US 70 BUSINESS, SR 1501 IS SWIFT CREEK ROAD. EZ5525'LOCATED 76.0 FT (23.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY EZ5525'D, 130.6 FT (39.8 M) EAST-SOUTHEAST OF A 42-INCH FLARED CULVERT AND EZ5525'79.9 FT (24.4 M) NORTH OF A TAXIWAY D SIGN.