DRILLING LOG
    I. PROJECT
    I
    DIVISION
    Southwestern
    I
    (.!TW r.olo1""::ldn R;vp.r _ M.:cIt"t:lonrr1t:1 R::l"u'
    2. LOCATION
    (Coordinates (W Station)
    3. DRILLING AGENCY
    Dept of the Army, GD, Corps of Engineers
    4. HOLE NO.
    (As shown on drawing litle
    and file number)
    3ST-20
    5. NAME OF DRILLER
    Black
    6. DIRECTION OF HOLE
    D VERTICAL
    0 INCLINED
    DW. FROM VERT.
    7. THICKNESS OF OYERBURDEN
    8. DEPTH DRILLED INTO ROCK
    9. TOTAL DEPTH OF HOLE
    ELEVATION
    DEPTH
    LEGEND
    ,
    b
    0.0
    9.3
    9.3
    112.0 -
    12.0
    113 • .0..=
    13.0
    115.5=
    15.5
    118.0=
    22.0
    IWater
    CLASSIFICATION OF MATERIALS
    (Description)
    d
    Brown gray silty clay
    v/soft
    Brown clay, stiff
    Same as below
    Gray sandy
    clay, stiff
    Hole No
    3ST-20
    I
    SHEET
    OF
    SHEETS
    INSTALLATION
    Galv Dist. Ene Div
    1 o. SIZE AND TYPE OF BIT
    11. DATUM fOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    sta. 502tOOOSouth Bank, Offset 10.0' Sout
    12. MANUFACTURER'S DESIGNATION Of DRILL
    13. TOTAL NO. OF OVERBURDEN
    SAMPLES TAKEN
    14. TOTAL NUMBER CORE BOXES
    1'5.
    ELEVATION GROUND WATER
    i DISTURBED
    : STARTED
    16. DATE HOLE
    2 Dec
    17. ELEVATION TOP OF HOLE
    18. TOTAL CORE RECOVERY FOR BORING
    19.
    SIGNATURE OF INSPECTOR
    : Ut-iDISTUR8EO
    :5 Cont
    : COMPLETED
    : 2 Dec 1966
    REMARKS
    %
    CORE
    RECOV-
    ERY
    BOX OR
    SAMPLE
    NO.
    ,
    (DI.i/ling time, waler loss, deplh of
    wealhering, elc., if significant)
    Cont. 1
    0.0
    Cont. 2
    1.75
    No sample
    Cont. 3
    1.75
    %
    18.0
    120 • .0..=
    Brown silty clay; v/stiff
    Cont.
    4
    2.50
    20.0
    122.0=
    Brown silty clay, stiff