1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 FY3708 *********************************************************************** FY3708 CBN - This is a Cooperative Base Network Control Station. FY3708 DESIGNATION - LITTLE FY3708 PID - FY3708 FY3708 STATE/COUNTY- NC/GUILFORD FY3708 USGS QUAD - SUMMERFIELD (1994) FY3708 FY3708 *CURRENT SURVEY CONTROL FY3708 ___________________________________________________________________ FY3708* NAD 83(1986)- 36 14 47.19594(N) 079 55 14.27003(W) ADJUSTED FY3708* NAVD 88 - 281.386 (meters) 923.18 (feet) ADJUSTED FY3708 ___________________________________________________________________ FY3708 LAPLACE CORR- 5.66 (seconds) DEFLEC99 FY3708 GEOID HEIGHT- -32.17 (meters) GEOID99 FY3708 DYNAMIC HT - 281.138 (meters) 922.37 (feet) COMP FY3708 MODELED GRAV- 979,741.2 (mgal) NAVD 88 FY3708 FY3708 HORZ ORDER - FIRST FY3708 VERT ORDER - SECOND CLASS II FY3708 FY3708.The North Carolina/South Carolina HARNS have been completed but, FY3708.due to contractual restrictions, coordinates for these stations FY3708.will NOT be published in the near future. In the interim, the FY3708.published coordinates in North and South Carolina will not be FY3708.consistent with the Continuously Operating Reference Stations FY3708.(CORS). The HARN coordinates for these stations are available FY3708.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3708.Lapine(803-896-7700). FY3708. FY3708.In addition, the published North and South Carolina positions FY3708.(NAD 83 (1986)) are NOT consistent with those determined in FY3708.adjacent state readjustments. The discontinuity between stations FY3708.located in North or South Carolina and those in adjacent states FY3708.which have been adjusted to the HARN may be as much as 5 FY3708.decimeters. This will result in a significant loss of accuracy FY3708.over lines crossing such state borders. FY3708 FY3708 FY3708.The horizontal coordinates were established by GPS observations FY3708.and adjusted by the National Geodetic Survey in July 1986. FY3708 FY3708.The orthometric height was determined by differential leveling FY3708.and adjusted by the National Geodetic Survey in January 2000. FY3708.No vertical observational check was made to the station. FY3708 FY3708.The Laplace correction was computed from DEFLEC99 derived deflections. FY3708 FY3708.The geoid height was determined by GEOID99. FY3708 FY3708.The dynamic height is computed by dividing the NAVD 88 FY3708.geopotential number by the normal gravity value computed on the FY3708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY3708.degrees latitude (g = 980.6199 gals.). FY3708 FY3708.The modeled gravity was interpolated from observed gravity values. FY3708 FY3708; North East Units Scale Converg. FY3708;SPC NC - 277,329.789 526,852.068 MT 1.00002324 -0 31 52.9 FY3708;UTM 17 - 4,011,823.320 596,979.170 MT 0.99971588 +0 38 17.7 FY3708 FY3708: Primary Azimuth Mark Grid Az FY3708:SPC NC - DAISY NCGS 1968 165 48 54.2 FY3708:UTM 17 - DAISY NCGS 1968 164 38 43.6 FY3708 FY3708|---------------------------------------------------------------------| FY3708| PID Reference Object Distance Geod. Az | FY3708| dddmmss.s | FY3708| FY3703 DAISY NCGS 1968 APPROX. 1.1 KM 1651701.3 | FY3708| FY1164 OGBURN 220.761 METERS 22500 | FY3708| FY3698 CATTLE 403.773 METERS 3492952.7 | FY3708|---------------------------------------------------------------------| FY3708 FY3708 SUPERSEDED SURVEY CONTROL FY3708 FY3708 NAD 27 - 36 14 46.70548(N) 079 55 15.13936(W) AD( ) 2 FY3708 NGVD 29 - 281.59 (m) 923.8 (f) LEVELING 3 FY3708 FY3708.Superseded values are not recommended for survey control. FY3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3708.See file dsdata.txt to determine how the superseded data were derived. FY3708 FY3708_MARKER: DE = TRAVERSE STATION DISK FY3708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3708_STAMPING: LITTLE 1968 FY3708_MARK LOGO: NCGS FY3708_PROJECTION: FLUSH FY3708_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3708+STABILITY: SURFACE MOTION FY3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY3708+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002 FY3708 FY3708 HISTORY - Date Condition Report By FY3708 HISTORY - 1968 MONUMENTED NCGS FY3708 HISTORY - 19910115 GOOD NCGS FY3708 HISTORY - 19930127 GOOD NCGS FY3708 HISTORY - 19950125 GOOD NCGS FY3708 HISTORY - 19950125 GOOD NCGS FY3708 HISTORY - 19950816 GOOD NCGS FY3708 HISTORY - 20010129 GOOD NCGS FY3708 HISTORY - 20020520 GOOD VAUGHN FY3708 FY3708 STATION DESCRIPTION FY3708 FY3708'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) FY3708'LITTLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FY3708'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA. FY3708' FY3708'LITTLE IS LOCATED APPROXIMATELY 3.5 MILES EAST OF FY3708'STOKESDALE. STATION IS AT THE INTERSECTION OF U.S. 158 AND FY3708'U.S. 220 IN THE SOUTHWEST QUADRANT OF INTERSECTION. FY3708' FY3708'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, FY3708'STAMPED LITTLE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, FY3708'THE TOP OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FY3708' FY3708'MARK IS FY3708' FY3708'13.6 FT S OF SW END OF CONCRETE BRIDGE GUARD RAIL FY3708' FY3708'5.9 FT WSW OF W EDGE OF U.S. 220 FY3708' FY3708'6.1 FT SSE OF SW END OF CONCRETE CURB FY3708' FY3708'53.7 FT NE OF TP IN SW QUADRANT OF INTERSECTION, AND WITH FY3708'ALUMINUM REF. TAG FY3708' FY3708'54.9 FT NW OF 4X4 POST WITH DO NOT ENTER SIGN IN MEDIAN, FY3708'AND WITH ALUMINUM REF. TAG FY3708 FY3708 STATION RECOVERY (1991) FY3708 FY3708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) FY3708'RECOVERED AS DESCRIBED. FY3708 FY3708 STATION RECOVERY (1993) FY3708 FY3708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA) FY3708'RECOVERED AS DESCRIBED. FY3708 FY3708 STATION RECOVERY (1995) FY3708 FY3708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) FY3708'RECOVERED BY NCGS IN 1995. STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) FY3708'EAST OF STOKESDALE, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF FY3708'US 158 AND US 220. MARK IS RECESSED 10-INCHES BELOW GROUND. LOCATED FY3708'13.6 FT (4.1 M) SOUTH OF SOUTHWEST END OF CONCRETE BRIDGE GUARD RAIL, FY3708'6.1 FT (1.9 M) SOUTH-SOUTHEAST OF SOUTHWEST END OF CONCRETE CURB, 21.0 FY3708'FT (6.4 M) WEST OF THE CENTERLINE OF US 220 SOUTHBOUND LANE, 44.0 FT FY3708'(13.4 M) WEST OF THE CENTER OF MEDIAN, 86.9 FT (26.5 M) NORTHWEST OF FY3708'METAL KEEP RIGHT SIGN AT SOUTH END OF MEDIAN, AND 53.7 FT (16.4 M) FY3708'NORTHEAST OF TELEPHONE POLE WITH A REFERENCE TAG. FY3708 FY3708 STATION RECOVERY (1995) FY3708 FY3708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) FY3708'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF STOKESDALE, IN THE FY3708'SOUTHWEST QUADRANT OF THE INTERSECTION OF US 158 AND US 220. MARK IS FY3708'RECESSED 10-INCHES BELOW GROUND. LOCATED 13.6 FT (4.1 M) SOUTH OF FY3708'SOUTHWEST END OF CONCRETE BRIDGE GUARD RAIL, 6.1 FT (1.9 M) FY3708'SOUTH-SOUTHEAST OF SOUTHWEST END OF CONCRETE CURB, 21.0 FT (6.4 M) FY3708'WEST OF THE CENTERLINE OF US 220 SOUTHBOUND LANE, 44.0 FT (13.4 M) FY3708'WEST OF THE CENTER OF MEDIAN, 86.9 FT (26.5 M) NORTHWEST OF METAL KEEP FY3708'RIGHT SIGN AT SOUTH END OF MEDIAN, AND 53.7 FT (16.4 M) NORTHEAST OF FY3708'TELEPHONE POLE WITH A REFERENCE TAG. FY3708 FY3708 STATION RECOVERY (1995) FY3708 FY3708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) FY3708'RECOVERED AS DESCRIBED. FY3708 FY3708 STATION RECOVERY (2001) FY3708 FY3708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL) FY3708'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES. MARK IS NOW FY3708'RECESSED FY3708'10-INCHES AND ABOUT 1-FOOT LOWER THAN US 220. LOCATED 1.0 FT (0.3 M) FY3708'SOUTH OF A CARSONITE FY3708'WITNESS POST. FY3708' FY3708 FY3708 STATION RECOVERY (2002) FY3708 FY3708'RECOVERY NOTE BY VAUGHN AND MELTON 2002 FY3708'RECOVERED IN GOOD CONDITION.