1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EZ5328 *********************************************************************** EZ5328 FBN - This is a Federal Base Network Control Station. EZ5328 DESIGNATION - BAPTIST EZ5328 PID - EZ5328 EZ5328 STATE/COUNTY- NC/HARNETT EZ5328 USGS QUAD - FUQUAY-VARINA (1993) EZ5328 EZ5328 *CURRENT SURVEY CONTROL EZ5328 ___________________________________________________________________ EZ5328* NAD 83(1986)- 35 31 05.73980(N) 078 51 56.45993(W) ADJUSTED EZ5328* NAVD 88 - 112.66 (meters) 369.6 (feet) LEVELING EZ5328 ___________________________________________________________________ EZ5328 LAPLACE CORR- -5.61 (seconds) DEFLEC99 EZ5328 GEOID HEIGHT- -32.63 (meters) GEOID99 EZ5328 EZ5328 HORZ ORDER - FIRST EZ5328 VERT ORDER - THIRD ? EZ5328 EZ5328.The North Carolina/South Carolina HARNS have been completed but, EZ5328.due to contractual restrictions, coordinates for these stations EZ5328.will NOT be published in the near future. In the interim, the EZ5328.published coordinates in North and South Carolina will not be EZ5328.consistent with the Continuously Operating Reference Stations EZ5328.(CORS). The HARN coordinates for these stations are available EZ5328.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5328.Lapine(803-896-7700). EZ5328. EZ5328.In addition, the published North and South Carolina positions EZ5328.(NAD 83 (1986)) are NOT consistent with those determined in EZ5328.adjacent state readjustments. The discontinuity between stations EZ5328.located in North or South Carolina and those in adjacent states EZ5328.which have been adjusted to the HARN may be as much as 5 EZ5328.decimeters. This will result in a significant loss of accuracy EZ5328.over lines crossing such state borders. EZ5328 EZ5328 EZ5328.The horizontal coordinates were established by GPS observations EZ5328.and adjusted by the National Geodetic Survey in November 1996. EZ5328 EZ5328.The orthometric height was determined by differential leveling. EZ5328.The vertical network tie was performed by a horz. field party for horz. EZ5328.obs reductions. Reset procedures were used to establish the elevation. EZ5328 EZ5328.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5328 EZ5328.The geoid height was determined by GEOID99. EZ5328 EZ5328; North East Units Scale Converg. EZ5328;SPC NC - 196,162.392 621,783.508 MT 0.99988337 +0 04 39.1 EZ5328;UTM 17 - 3,932,613.495 693,538.648 MT 1.00006161 +1 14 25.2 EZ5328 EZ5328: Primary Azimuth Mark Grid Az EZ5328:SPC NC - BAPTIST AZ MK 289 19 59.5 EZ5328:UTM 17 - BAPTIST AZ MK 288 10 13.4 EZ5328 EZ5328|---------------------------------------------------------------------| EZ5328| PID Reference Object Distance Geod. Az | EZ5328| dddmmss.s | EZ5328| EZ5335 NO 232 NCGS 1957 24.039 METERS 14111 | EZ5328| EZ6075 BAPTIST RM 1 23.848 METERS 19042 | EZ5328| EZ6074 BAPTIST AZ MK 2892438.6 | EZ5328|---------------------------------------------------------------------| EZ5328 EZ5328 SUPERSEDED SURVEY CONTROL EZ5328 EZ5328 NAD 83(1986)- 35 31 05.73392(N) 078 51 56.43199(W) AD( ) 3 EZ5328 NAD 27 - 35 31 05.18440(N) 078 51 57.35430(W) AD( ) 3 EZ5328 NGVD 29 - 113.11 (m) 371.1 (f) LEVELING 3 EZ5328 EZ5328.Superseded values are not recommended for survey control. EZ5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5328.See file dsdata.txt to determine how the superseded data were derived. EZ5328 EZ5328_MARKER: DS = TRIANGULATION STATION DISK EZ5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5328_STAMPING: BAPTIST 1957 EZ5328_MARK LOGO: CGS EZ5328_PROJECTION: FLUSH EZ5328_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5328+STABILITY: SURFACE MOTION EZ5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5328+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2002 EZ5328 EZ5328 HISTORY - Date Condition Report By EZ5328 HISTORY - 1957 MONUMENTED CGS EZ5328 HISTORY - 1964 GOOD NCGS EZ5328 HISTORY - 1984 GOOD USPSQD EZ5328 HISTORY - 19950124 GOOD NCGS EZ5328 HISTORY - 19970331 GOOD NCGS EZ5328 HISTORY - 19980523 GOOD USPSQD EZ5328 HISTORY - 19990816 GOOD NCGS EZ5328 HISTORY - 20010201 GOOD NCGS EZ5328 HISTORY - 20010201 GOOD NCGS EZ5328 HISTORY - 20020214 GOOD NCGS EZ5328 EZ5328 STATION DESCRIPTION EZ5328 EZ5328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5328'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHWEST OF EZ5328'LILLINGTON, 5-1/2 MILES SOUTHWEST OF FUQUAY SPRINGS AND IS ON EZ5328'THE PROPERTY OF THE BAPTIST GROVE CHURCH. IT IS 33 FEET NORTH EZ5328'OF THE APPROXIMATE CENTER OF SAND ROAD AND 22 FEET SOUTH OF EZ5328'THE SOUTH SIDE OF THE CHURCH. THE MARK IS SET FLUSH WITH THE EZ5328'SURFACE OF THE GROUND AND THE DISK IS STAMPED BAPTIST 1957. EZ5328' EZ5328'REFERENCE MARK NO. 1 IS 40 FT WEST OF UTILITY POLE AND 36 EZ5328'FEET SOUTH-SOUTHEAST OF APPROXIMATE CENTER OF ROAD. THE MARK IS EZ5328'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED EZ5328'BAPTIST NO 1 1957. EZ5328' EZ5328'N.C.G.S. 232 WAS USED AS A REFERENCE MARK. IT IS 32 FEET EZ5328'NORTHWEST OF THE APPROXIMATE CENTER OF ROAD AND 19 FEET NORTHEAST EZ5328'OF APPROXIMATE CENTER OF SAND ROAD. THE MARK PROJECTS ABOUT 12 EZ5328'INCHES AND THE DISK IS STAMPED N.C. 232. EZ5328' EZ5328'AZIMUTH MARK IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF EZ5328'SAND ROAD AND 2-1/2 FEET EAST OF WITNESS POST. THE MARK EZ5328'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BAPTIST 1957. EZ5328' EZ5328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 421 EZ5328'AND 401 IN LILLINGTON. GO NORTHERLY ON U.S. HIGHWAYS 421 AND EZ5328'401 FOR 1.2 MILES TO FORKS, TAKE LEFT FORK AND GO NORTH ON EZ5328'U.S. HIGHWAY 401 FOR 3.2 MILES TO SIDE ROAD LEFT. TURN LEFT EZ5328'AND GO NORTHWEST ON HARD SURFACED ROAD FOR 4.2 MILES TO EZ5328'CROSSROADS AND CHURCH, CONTINUE STRAIGHT AHEAD FOR 1.7 MILES EZ5328'TO THE BAPTIST GROVE CHURCH AND STATION ON LEFT AS EZ5328'DESCRIBED. TO REACH AZIMUTH MARK, GO WESTERLY ON SAND ROAD EZ5328'FOR 0.65 MILE TO MARK ON RIGHT. EZ5328' EZ5328'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS. EZ5328 EZ5328 STATION RECOVERY (1964) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1964 (CBM) EZ5328'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5328 EZ5328 STATION RECOVERY (1984) EZ5328 EZ5328'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH) EZ5328'BAPTIST 1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL. EZ5328 EZ5328 STATION RECOVERY (1995) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ5328'RECOVERED BY NCGS IN 1995. STATION MARK AND REFERENCE MARK 2 FOUND IN EZ5328'GOOD CONDITION. REFERENCE MARK 1 WAS NOT FOUND. THE AZIMUTH MARK AND EZ5328'NCGS 232 WERE REPORTED DESTROYED IN 1982 RECOVERY AND WERE NOT EZ5328'SEARCHED FOR. STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EZ5328'NORTH-NORTHWEST OF LILLINGTON AND 6.0 MI (9.7 KM) SOUTHWEST OF FUQUAY. EZ5328'PROCEED ALONG US 401 AND 421 FOR 1.5 MI (2.4 KM) NORTHEAST FROM THE EZ5328'HARNETT COUNTY COURTHOUSE IN LILLINGTON TO THE JUNCTION WITH NC 27 AND EZ5328'210, THENCE ALONG US 401 FOR 3.2 MI (5.1 KM) NORTH-NORTHWEST, THENCE EZ5328'ALONG SR 1412 (CHRISTIAN LIGHT ROAD) FOR 6.1 MI (9.8 KM) NORTHWEST TO EZ5328'SR 1427 (REVEL ROAD) AND STATION IN THE LAWN OF THE BAPTIST GROVE EZ5328'CHURCH. STATION MARK PROJECTS 1-INCH ABOVE THE GROUND. LOCATED 28.5 EZ5328'FT (8.7 M) NORTHEAST OF THE CENTERLINE OF SR 1427, 100.7 FT (30.7 M) EZ5328'NORTHWEST OF THE CENTERLINE OF SR 1412, 38.5 FT (11.7 M) EZ5328'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH, 25.8 FT (7.9 M) EZ5328'SOUTHWEST OF THE SOUTHEAST CORNER OF EXTENSION OF CHURCH, 77.8 FT EZ5328'(23.7 M) WEST OF THE EXTREME SOUTHEAST CORNER OF CHURCH, AND 66.0 FT EZ5328'(20.1 M) EAST-NORTHEAST OF A LIGHT POLE WITH A REFERENCE TAG. EZ5328'REFERENCE MARK 2 STAMPED---BAPTIST 1957 NO 2 1982---, IS FLUSH WITH EZ5328'GROUND. LOCATED 32.1 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF SR EZ5328'1427, 42.8 FT (13.0 M) WEST-NORTHWEST OF SOUTHWEST CORNER OF BRICK EZ5328'CHURCH, 4.8 FT (1.5 M) SOUTH OF CONCRETE COVER FOR WATER VALVE, 9.2 FT EZ5328'(2.8 M) NORTHEAST OF METAL DRAIN, AND 4.3 FT (1.3 M) SOUTHWEST OF A EZ5328'POWER POLE WITH TWO TRANSFORMERS AND A REFERENCE TAG. EZ5328 EZ5328 STATION RECOVERY (1997) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) EZ5328'RECOVERED AS DESCRIBED EXCEPT LAWN HAS NOW BEEN BUILT INTO A PAVED EZ5328'PARKING LOT AND STATION MARK IS IN THE FIRST PARKING SPACE AND IS EZ5328'SURROUNDED BY ASPHALT. EZ5328 EZ5328 STATION RECOVERY (1998) EZ5328 EZ5328'RECOVERY NOTE BY US POWER SQUADRON 1998 EZ5328'RECOVERED IN GOOD CONDITION. EZ5328 EZ5328 STATION RECOVERY (1999) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ5328'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES. STATION IS NOW EZ5328'FLUSH IN CHURCH ASPHALT PARKING LOT AND ABOUT 6-INCHES HIGHER THAN SR EZ5328'1427. EZ5328 EZ5328 STATION RECOVERY (2001) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ5328'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. EZ5328'MARK IS 77.8 FT (23.7 M) SOUTHEAST OF BAPTIST RM 2. EZ5328 EZ5328 STATION RECOVERY (2001) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) EZ5328'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION. STATION IS 77.8 EZ5328'FT (23.7 M) SOUTHEAST EZ5328'OF BAPTIST RM 2. EZ5328' EZ5328 EZ5328 STATION RECOVERY (2002) EZ5328 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EWB) EZ5328'RECOVERED AS DESCRIBED.