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    Hole No.
    3ST-1S
    l
    OIVISION
    DRILLING LOG
    Southwestern
    I1'4ST'.l>:LLATION
    Ga1v Dist, Eng Div
    I
    SHEET
    OF
    SHEETS
    1.
    PROJECT
    10. SIZE AND TYPE OF BIT
    lI.T .... _t.. .......
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    ...1_
    Tn Rv;:uia1
    P.
    2. LOCATION
    (Coordinates-
    or
    Station)
    11. DATUM FOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3. DRILLING AGENCY
    U. S. Army Corps of Engineers
    4. HOLE NO.
    (As
    shown on
    drawing title
    I
    13. TOTAL NO. OF OVER-
    :D!STURBED
    BURDEN SAMPLES TAKEN I
    6 .Tars
    ,
    lUNDLSTURBED
    and fj
    Ie number)
    :
    3ST-1S
    ,
    5. NAME OF DRILLER
    Curtis
    6. DIRECTION OF HOLE
    o
    VERT.leAL 0 INCLINED
    7. THICKNESS of OVERBURDEN
    e.
    DEPTH DRILLED INTO ROCK
    9. TOTAL DEPTH OF HOLE
    ELEVATION I DEPTH ILEGEND
    a
    b
    I
    c
    0.0
    9.0-
    9.0
    lS.~
    15.8
    1U
    -
    -I
    , 18.0
    21.Z
    -
    ,21.0
    23.e
    23.0
    27.f.
    27.0
    22.:1:
    29.0
    33.1
    33.0
    34.--:
    34.5
    305.1:
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROUND WATER
    TSTARTED
    ,
    'COMPLETED
    16. DATE HOLE
    : 7 Mar
    7 Mar 1966
    DEG. FROM VERT.
    17. ELEVATION TOP OF HOLE
    18. TOTAL CORE RECOVERY FOR BORING
    %
    19. SIGNATURE OF INSPECTOR
    35.0
    CLASSIFICATION OF MATERIALS
    (Description)
    Bank
    Water
    6.8
    Gray sand,
    16.0-16.5
    16.5-17.0
    17.0-17.5
    d
    fine
    No count
    5 blows
    5 blows
    Gray
    sand, decayed wood
    Gray sand,
    21.0-21.5
    21.5-22.0
    22.0-22.5
    fine
    No count
    5 blows
    6
    blows
    washed sample
    Gray
    sand, decayed wood
    Gray sand,
    of gravel,
    27.0-27.5
    27.5-28.0
    28QO-28.S
    medium, trace
    org. decayed wood
    No count
    3 blows
    4 blows
    Gray
    sand, medium, trace
    of gravel and layers of clay
    org, decayed wood
    Gray sand, medium, tr gravel
    and organic
    33.0-33.5 no count
    33.5-34.0 17 blows
    34.0-34.5 27 blows
    G~~y
    sand, fine dence
    Bottomed
    %
    CORE
    I
    BOX OR
    RECQV- SAMPLE
    ERY
    NO.
    e
    f
    REMARKS
    (DrilIin~
    time, water
    loss,
    depth
    of
    weatherin.g, etc.,
    if
    significant)
    g
    Jar 1
    no sample
    Jar 2
    no sample
    Jar 3
    Jar 4
    Jar 5
    Jar 6
    ENG FORM
    1836
    PREVIOUS -EDITIONS MAY BE USED
    (EM 1110-1-1801)
    t APR 63
    PROJECT
    Ne'ches .River
    Channel to Evadale
    I
    HOLE NO.
    3ST-1S
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    28 Jan 1965
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