FZ1996 ***********************************************************************
FZ1996  DESIGNATION -  LUMP
FZ1996  PID         -  FZ1996
FZ1996  STATE/COUNTY-  NC/WILKES
FZ1996  USGS QUAD   -  GLENDALE SPRINGS (1967)
FZ1996
FZ1996                         *CURRENT SURVEY CONTROL
FZ1996  ___________________________________________________________________
FZ1996* NAD 83(1986)-  36 16 28.57285(N)    081 22 42.54346(W)     ADJUSTED
FZ1996* NAVD 88     -      1071.3    (meters)    3515.     (feet)  VERTCON
FZ1996  ___________________________________________________________________
FZ1996  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
FZ1996  GEOID HEIGHT-         -32.02  (meters)                     GEOID99
FZ1996
FZ1996  HORZ ORDER  -  SECOND
FZ1996
FZ1996.The North Carolina/South Carolina HARNS have been completed but,
FZ1996.due to contractual restrictions, coordinates for these stations
FZ1996.will NOT be published in the near future. In the interim, the
FZ1996.published coordinates in North and South Carolina will not be
FZ1996.consistent with the Continuously Operating Reference Stations
FZ1996.(CORS). The HARN coordinates for these stations are available
FZ1996.upon request. Contact Gary Thompson(919-733-3836), or Lewis
FZ1996.Lapine(803-896-7700).
FZ1996.
FZ1996.In addition, the published North and South Carolina positions
FZ1996.(NAD 83 (1986)) are NOT consistent with those determined in
FZ1996.adjacent state readjustments. The discontinuity between stations
FZ1996.located in North or South Carolina and those in adjacent states
FZ1996.which have been adjusted to the HARN may be as much as 5
FZ1996.decimeters. This will result in a significant loss of accuracy
FZ1996.over lines crossing such state borders.
FZ1996
FZ1996
FZ1996.The horizontal coordinates were established by classical geodetic methods
FZ1996.and adjusted by the National Geodetic Survey in November 1993.
FZ1996
FZ1996.The NAVD 88 height was computed by applying the VERTCON shift value to
FZ1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
FZ1996
FZ1996.The Laplace correction was computed from DEFLEC99 derived deflections.
FZ1996
FZ1996.The geoid height was determined by GEOID99.
FZ1996
FZ1996;                    North         East     Units   Scale      Converg.
FZ1996;SPC NC       -   282,631.073   395,907.871   MT  1.00003191 -1 22 22.0
FZ1996;UTM  17      - 4,014,473.132   466,006.688   MT  0.99961424 -0 13 26.2
FZ1996
FZ1996:                Primary Azimuth Mark                     Grid Az
FZ1996:SPC NC       -  CALLOWAY                                 306 15 30.6
FZ1996:UTM  17      -  CALLOWAY                                 305 06 34.8
FZ1996
FZ1996|---------------------------------------------------------------------|
FZ1996| PID    Reference Object                     Distance      Geod. Az  |
FZ1996|                                                           dddmmss.s |
FZ1996| FZ1994 CALLOWAY                            APPROX. 1.9 KM 3045308.6 |
FZ1996| FZ1993 BLUE                                168.926 METERS 35014     |
FZ1996|---------------------------------------------------------------------|
FZ1996
FZ1996                          SUPERSEDED SURVEY CONTROL
FZ1996
FZ1996  NAD 83(1986)-  36 16 28.57723(N)    081 22 42.56870(W) AD(       ) 2
FZ1996  NAD 27      -  36 16 28.11019(N)    081 22 43.20972(W) AD(       ) 2
FZ1996  NGVD 29     -      1071.4    (m)         3515.     (f) VERT ANG
FZ1996
FZ1996.Superseded values are not recommended for survey control.
FZ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FZ1996.See file dsdata.txt to determine how the superseded data were derived.
FZ1996
FZ1996_MARKER: DE = TRAVERSE STATION DISK
FZ1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FZ1996_MAGNETIC: N = NO MAGNETIC MATERIAL
FZ1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FZ1996+STABILITY: SURFACE MOTION
FZ1996
FZ1996  HISTORY     - Date     Condition        Recov. By
FZ1996  HISTORY     - 1971     MONUMENTED       NCGS
FZ1996  HISTORY     - 1981     GOOD             NCGS
FZ1996
FZ1996                          STATION DESCRIPTION
FZ1996
FZ1996''DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
FZ1996''LUMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
FZ1996''VICINITY OF DEEP GAP, NORTH CAROLINA.
FZ1996''
FZ1996''LUMP IS LOCATED APPROXIMATELY 8.0 MILES NORTHEAST OF DEEP GAP AND
FZ1996''15.0 MILES NORTHWEST OF N. WILKESBORO.  TO REACH STATION PROCEED FROM
FZ1996''THE INTERSECTION OF NC 16 AND THE BLUE RIDGE PARKWAY.  GO SOUTH
FZ1996''ALONG THE PARKWAY FOR 3.2 MILES TO THE LUMP OVERLOOK ON LEFT AND
FZ1996''STATION APPROXIMATELY 600 FEET DUE SOUTH ON TOP OF THE LUMP.
FZ1996''
FZ1996''STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LUMP
FZ1996''1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
FZ1996''FLUSH WITH THE GROUND.
FZ1996''
FZ1996''MARK IS
FZ1996''520.0 FEET S OF ALUMINUM REF. TAG ON SPLIT RAIL FENCE POST AT
FZ1996''VEHICLE DRIVE IN GATE.
FZ1996''520.0 FEET SSE OF ALUMINUM REF. TAG ON A SPLIT RAIL FENCE
FZ1996''POST AT WALK IN GATE.
FZ1996
FZ1996                          STATION RECOVERY (1981)
FZ1996
FZ1996''RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
FZ1996''THE STATION WAS RECOVERED AT THIS DATE.
FZ1996''STATION IS IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE FOLLOWING
FZ1996''CORRECTION. THE STATION IS SET IN A ROCK OUTCROP NOT A CONCRETE
FZ1996''CYLINDER.
FZ1996''
FZ1996''MARK IS A NCGS STATION.