EE2065 ***********************************************************************
EE2065  DESIGNATION -  ONEAL
EE2065  PID         -  EE2065
EE2065  STATE/COUNTY-  GA/WALKER
EE2065  USGS QUAD   -  FORT OGLETHORPE (1982)
EE2065
EE2065                         *CURRENT SURVEY CONTROL
EE2065  ___________________________________________________________________
EE2065* NAD 83(1994)-  34 54 53.49688(N)    085 19 33.94533(W)     ADJUSTED
EE2065* NAVD 88     -       356.5    (meters)    1170.     (feet)  VERTCON
EE2065  ___________________________________________________________________
EE2065  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
EE2065  GEOID HEIGHT-         -29.41  (meters)                     GEOID99
EE2065
EE2065  HORZ ORDER  -  FIRST
EE2065
EE2065.The horizontal coordinates were established by classical geodetic methods
EE2065.and adjusted by the National Geodetic Survey in September 1997.
EE2065
EE2065.The NAVD 88 height was computed by applying the VERTCON shift value to
EE2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
EE2065
EE2065.The Laplace correction was computed from DEFLEC99 derived deflections.
EE2065
EE2065.The geoid height was determined by GEOID99.
EE2065
EE2065;                    North         East     Units   Scale      Converg.
EE2065;SPC GA W     -   545,593.191   594,056.391   MT  1.00003829 -0 39 49.2
EE2065;UTM  16      - 3,864,880.133   652,912.127   MT  0.99988818 +0 57 29.7
EE2065
EE2065:                Primary Azimuth Mark                     Grid Az
EE2065:SPC GA W     -  CHICKAMAUGA MUN STANDPIPE                163 39 11.3
EE2065:UTM  16      -  CHICKAMAUGA MUN STANDPIPE                162 01 52.4
EE2065
EE2065|---------------------------------------------------------------------|
EE2065| PID    Reference Object                     Distance      Geod. Az  |
EE2065|                                                           dddmmss.s |
EE2065| EE2069 CHICKAMAUGA MUN STANDPIPE           APPROX. 4.0 KM 1625922.1 |
EE2065|        ONEAL RM 1                           26.147 METERS 22623     |
EE2065| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX. 6.8 KM 3175924.0 |
EE2065| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX. 7.1 KM 3180206.6 |
EE2065|        ONEAL RM 2                           19.816 METERS 32313     |
EE2065|---------------------------------------------------------------------|
EE2065
EE2065                          SUPERSEDED SURVEY CONTROL
EE2065
EE2065  NAD 83(1994)-  34 54 53.49832(N)    085 19 33.94858(W) AD(       ) 1
EE2065  NAD 83(1986)-  34 54 53.49921(N)    085 19 33.94674(W) AD(       ) 1
EE2065  NAD 27      -  34 54 53.22614(N)    085 19 34.09676(W) AD(       ) 1
EE2065  NGVD 29     -       356.5    (m)         1170.     (f) VERT ANG
EE2065
EE2065.Superseded values are not recommended for survey control.
EE2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EE2065.See file dsdata.txt to determine how the superseded data were derived.
EE2065
EE2065_MARKER: DS = TRIANGULATION STATION DISK
EE2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
EE2065
EE2065  HISTORY     - Date     Condition        Recov. By
EE2065  HISTORY     - 1972     MONUMENTED       NGS
EE2065
EE2065                          STATION DESCRIPTION
EE2065
EE2065''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
EE2065''THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
EE2065''ROSSVILLE, 4 MILES NORTHWEST OF CHICKAMAUGA, ON THE SOUTH END
EE2065''OF MISSIONARY RIDGE, AND ON PROPERTY OWNED BY THE ONEAL
EE2065''DEVELOPEMENT COMPANY.
EE2065''
EE2065''TO REACH THE STATION FROM THE POST OFFICE IN CHICKAMAUGA, GO
EE2065''NORTH ON STATE ROUTE 341 FOR 0.8 MILE TO A FORK.  TAKE THE LEFT
EE2065''FORK AND GO NORTHWESTERLY ON ROUTE 341 FOR 2.3 MILES TO THE
EE2065''WALLACEVILLE BAPTIST CHURCH ON THE LEFT.  CONTINUE WESTERLY ON
EE2065''ROUTE 341 FOR 0.4 MILE TO A PAVED SIDE ROAD ON THE RIGHT.  TURN
EE2065''RIGHT AND GO NORTH, UPHILL, FOR 0.7 MILE TO A SILVER STANDPIPE
EE2065''AND THE STATION MARK ON THE LEFT.  CONTINUE NORTH FOR 0.1 MILE
EE2065''TO A DRIVEWAY AND REFERENCE MARK 3 ON THE LEFT.
EE2065''
EE2065''THE STATION MARKS ARE STANDARD DISKS STAMPED ONEAL 1971.  THE
EE2065''SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
EE2065''CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
EE2065''38 FEET NORTHWEST OF THE CENTER OF THE PAVED ROAD, 9.6 FEET
EE2065''SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WIRE, CHAIN LINK,
EE2065''FENCE WHICH ENCLOSES THE STANDPIPE AND ABOUT 2 FEET ABOVE THE
EE2065''ROAD SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
EE2065''IRREGULAR MASS OF CONCRETE WHICH IS 40 INCHES BELOW THE GROUND
EE2065''SURFACE.
EE2065''
EE2065''REFERENCE MARK 1, A STANDARD DISK STAMPED ONEAL NO 1 1971, IS
EE2065''SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
EE2065''PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
EE2065''NORTHEAST OF THE CENTER OF A PAVED ROAD, 35 FEET NORTHWEST OF
EE2065''THE CENTER OF THE PAVED ROAD AND 20 FEET NORTH-NORTHEAST OF A
EE2065''POWERLINE POLE.
EE2065''
EE2065''REFERENCE MARK 2, A STANDARD DISK STAMPED ONEAL NO 2 1971, IS
EE2065''SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
EE2065''IS FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET NORTHWEST OF
EE2065''THE CENTER OF THE PAVED ROAD AND 4.6 FEET SOUTHWEST OF THE
EE2065''SOUTHWEST CORNER OF THE WIRE FENCE.
EE2065''
EE2065''REFERENCE MARK 3, A STANDARD DISK STAMPED ONEAL NO 3 1971, IS
EE2065''SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
EE2065''IS FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET NORTHWEST OF
EE2065''THE CENTER OF THE PAVED ROAD, 13 FEET SOUTHWEST OF THE CENTER
EE2065''OF THE DRIVEWAY AND 2 FEET SOUTH OF A POWERLINE POLE.
EE2065''
EE2065''NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
EE2065''
EE2065''HEIGHT OF LIGHT ABOVE STATION MARK 19.4 METERS.