1. 3ST-14
    2. Attach lg doc 21 and 22.pdf

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    Hole No.
    3ST-14
    DRILLING LOG
    IDIVISION
    llP4STALLATION
    I
    SHEET
    'I
    Southwesl..~rn
    Galv Dist, Eng JJl.V
    OF
    - SHEETS
    1.
    PROJECT
    10. SIZE AND TYPE OF BIT
    Pn1"'t- A"'!lnsas -Corous Chr is
    ti
    Waterwau
    11. DATUM FOR ELEVATION SHOWN
    (TBMorMSL)
    2. LOCATION
    (Coordinates- or-Station)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3. DRILLING AGENCY
    .
    U. S. Army Corps of EngLneers
    13
    .
    TOTAL NO
    .
    OF OVER.
    TD1STURBED
    ,
    BURDEN SAMPLES
    TAKEN I
    3 Jars
    4. HOLE NO.
    (As shown
    on
    drawinB title
    I
    lUND1STURBED
    ,
    and file
    number)
    ~
    3ST-14
    I
    ? f".nnr
    5. NAME OF DRILLER
    Black
    6. DIRECTION OF HOLE
    o
    VERTJCAL
    DINCI...,INED
    7. THICKNESS OF OVERBURDEN
    8. DEPTH DRILLED INTO ROCK
    9. TOTAL DEPTH OF HOLE
    ELEVA'TIONI DEPTH
    a
    b
    0.0
    33.5
    41.0
    42.0
    44.0
    45.5
    47.0
    48.5
    50.0
    33.5=
    41.0-
    42.0-
    44.0-
    4.5.5-
    47.0-
    48.S=
    50.0=
    52.0-
    LEGEND
    c
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROUND WATER
    16. DATE HOLE
    TSTARTED
    :
    30 Apr
    :COMPLETED
    : 30 Apr 1964
    DEG. FROM VERT.
    17. ELEVATION TOP OF HOLE
    18. TOTAL CORE RECOVERY FOR BORING
    %
    19. SIGNATURE OF INSPECTOR
    52.0
    CLASSIFICATION OF MATERIALS
    (Description)
    %
    CORE IBOX OR
    RECOV- SAMPLE
    REMARKS
    d
    Water
    Black gray sandy clay
    unable to pickup in 2' runs
    v/soft, weight of 4 rods
    tube and kelly, no resistance
    Gray brown sandy clay w/cal
    nod, w/sandstone, v/stiff
    No recovery on push, washed
    away, same
    as below
    White brown medium
    sand
    drove
    44.0-44.5
    44.5-45.0
    45.0-45.5
    4 blows
    12 blows
    21 blows
    Same as above, washed away
    Brown
    white clayey sand
    w/sandston~drove
    47.0-47.5 8 blows
    47.5-48.0 23 blows
    48.0-48.5 21 blows
    Same as above, washed away
    Brown
    white clayey sand
    sand medium grained w/sand-
    stone fragments, w/cal nod
    gravel, stiff
    Bottomed
    ERY
    NO.
    e
    f
    (DriIling time, water.loss, depth
    of
    weathering, etc" if Significant)
    g
    Jar 1
    Cont. 1
    3.50
    No sample
    Jar 2
    No sample
    Jar. 3
    Cont. 2
    .1.50
    ENG FORM
    1836
    1 APR 63
    PREV10US "ED1T10NS MAY,BE USED
    (EM 11;'0-1-1801)
    PROJECT
    J:'orl:
    Christi Waterway
    -r
    l
    HOLE
    NO.
    3ST-14
    ---- --_
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