EZ2700 Pass, Fenix NC Triangulation disk - U.S. Benchmarks on Waymarking.com

EZ2700 ***********************************************************************
EZ2700 DESIGNATION - PASS 1981 NCGS
EZ2700 PID - EZ2700
EZ2700 STATE/COUNTY- NC/CUMBERLAND
EZ2700 USGS QUAD - CLIFDALE (1982)
EZ2700
EZ2700 *CURRENT SURVEY CONTROL
EZ2700 ___________________________________________________________________
EZ2700* NAD 83(1986)- 35 02 01.48718(N) 079 01 36.41170(W) ADJUSTED
EZ2700* NAVD 88 - 66.485 (meters) 218.13 (feet) ADJUSTED
EZ2700 ___________________________________________________________________
EZ2700 LAPLACE CORR- -4.06 (seconds) DEFLEC99
EZ2700 GEOID HEIGHT- -33.10 (meters) GEOID99
EZ2700 DYNAMIC HT - 66.424 (meters) 217.93 (feet) COMP
EZ2700 MODELED GRAV- 979,715.9 (mgal) NAVD 88
EZ2700
EZ2700 HORZ ORDER - SECOND
EZ2700 VERT ORDER - SECOND CLASS II
EZ2700
EZ2700.The North Carolina/South Carolina HARNS have been completed but,
EZ2700.due to contractual restrictions, coordinates for these stations
EZ2700.will NOT be published in the near future. In the interim, the
EZ2700.published coordinates in North and South Carolina will not be
EZ2700.consistent with the Continuously Operating Reference Stations
EZ2700.(CORS). The HARN coordinates for these stations are available
EZ2700.upon request. Contact Gary Thompson(919-733-3836), or Lewis
EZ2700.Lapine(803-896-7700).
EZ2700.
EZ2700.In addition, the published North and South Carolina positions
EZ2700.(NAD 83 (1986)) are NOT consistent with those determined in
EZ2700.adjacent state readjustments. The discontinuity between stations
EZ2700.located in North or South Carolina and those in adjacent states
EZ2700.which have been adjusted to the HARN may be as much as 5
EZ2700.decimeters. This will result in a significant loss of accuracy
EZ2700.over lines crossing such state borders.
EZ2700
EZ2700
EZ2700.The horizontal coordinates were established by classical geodetic methods
EZ2700.and adjusted by the National Geodetic Survey in June 1998.
EZ2700
EZ2700.The orthometric height was determined by differential leveling
EZ2700.and adjusted by the National Geodetic Survey in June 1991.
EZ2700
EZ2700.The Laplace correction was computed from DEFLEC99 derived deflections.
EZ2700
EZ2700.The geoid height was determined by GEOID99.
EZ2700
EZ2700.The dynamic height is computed by dividing the NAVD 88
EZ2700.geopotential number by the normal gravity value computed on the
EZ2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EZ2700.degrees latitude (g = 980.6199 gals.).
EZ2700
EZ2700.The modeled gravity was interpolated from observed gravity values.
EZ2700
EZ2700; North East Units Scale Converg.
EZ2700;SPC NC - 142,406.380 607,157.727 MT 0.99987979 -0 00 55.6
EZ2700;UTM 17 - 3,878,565.130 679,997.773 MT 0.99999932 +1 07 59.0
EZ2700
EZ2700 SUPERSEDED SURVEY CONTROL
EZ2700
EZ2700.No superseded survey control is available for this station.
EZ2700
EZ2700_MARKER: DE = TRAVERSE STATION DISK
EZ2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
EZ2700_STAMPING: PASS 1981
EZ2700_PROJECTION: RECESSED 10 CENTIMETERS
EZ2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
EZ2700+STABILITY: SURFACE MOTION
EZ2700
EZ2700 HISTORY - Date Condition Recov. By
EZ2700 HISTORY - 1981 MONUMENTED NCGS
EZ2700 HISTORY - 19910610 GOOD USPSQD
EZ2700
EZ2700 STATION DESCRIPTION
EZ2700
EZ2700''DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
EZ2700''3.6 MI NE FROM ROCKFISH.
EZ2700''ALONG US 401, 2.9 MILES SOUTHWEST OF THE INTERSECTION WITH US 401
EZ2700''BYPASS NORTH AT WEST SIDE OF FAYETTEVILLE, 0.3 MILES EAST OF
EZ2700''ABERDEEN/ROCKFISH RAILROAD OVERPASS, AND IN HIGHWAY SHOULDER, 21.3
EZ2700''FEET SOUTH OF CENTERLINE OF HIGHWAY, 45.4 FEET EAST OF METAL SIGN
EZ2700''POST, 146.4 FEET WEST OF SPEED LIMIT SIGN POST WITH REFERENCE TAG
EZ2700''AND 33.3 FEET NORTHWEST OF POWER POLE 45 WITH REFERENCE TAG.
EZ2700''THE MARK IS ABOVE LEVEL WITH HIGHWAY.
EZ2700
EZ2700 STATION RECOVERY (1991)
EZ2700
EZ2700''RECOVERY NOTE BY US POWER SQUADRON 1991 (LS)
EZ2700''RECOVERED IN GOOD CONDITION.

Condition: Mark found in good condition Designation: PASS 1981 Benchmark Agency: Not listed Monumentation type: TRIANGULATION STATION Disk County: Cumberland County Find type: Coordinates and/or to-reach information from the NGS database (or Geocaching's copy of it) were used Web address of this benchmark's datasheet (optional): [Web Link] NGS PID: EZ2700 Benchmark Agency (if other): Not listed Monumentation type (if other): Not listed USGS 7.5' Topographic Quadrangle Name (optional): Not listed Special category (optional): Not listed Special Category (if other): Not listed Local database's URL (optional): Not listed

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