1. 3ST-33
    2. Attach lg doc 21 and 22.pdf

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    Hole No.
    3ST-33
    DRILLING LOG
    U'IST'ALLAT!ON
    I
    DIVISION
    ,"
    Southwes_..rn
    Galv Dist _ En!?
    ~iv
    I
    SHEET
    OF
    SHEETS
    1. PROJECT
    10. s1:sa ANO TYPE OF 81 T
    Port Aransas-Corpus Christi Waterway
    11. DATUM FOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    Z,-.c-6CATJON
    (Coordinate8
    or
    Station)
    3. DRILLING AGENCY
    12.. 'MANUFACTURER'S .DESIGNATION OF DRILL
    U. S. Army Corps of Engineers
    13. TOTAL. NO. OF
    OVER~
    :OISTURBED
    lUN D1STURBED
    I
    4. HOLE. NO.
    (A9'. shown
    on
    drawing title
    I
    -.aoct
    t/.lfil:
    nl.!'mber).
    3ST-33
    BURDEN SAMPLES TAKENl
    2 Jars
    I
    4 Cont
    5. NAME OF DRILLER
    14. TOTAL. NUMBER CORE BOXES
    Black
    15. EL.EVATION GROUND WATER
    6. DlRECTION OF HOLE
    16. DATE HOLE
    {STARTED
    :COMPLETED
    C;J.VERTICAL
    0
    INCLINED
    DEG. FROM VERT.
    : 5 May
    :5
    MElY
    1964
    ?t.
    IH1CKN~Sa,QP
    qV,ERBURDEN
    r.e,.
    DEPTH DR1J..J..ED INTO ROCK
    9..
    TOTAJ... .QE?TH
    OF
    HOLE
    ELEVATION] DEPTH
    a
    b
    0.0
    39.0
    43.0
    45.5
    47.5
    49.0
    50.0
    39.0
    =
    43.0-
    45.5::
    47.5
    49.0 -
    50.0-
    52.0-
    LEGEND
    c
    17. ELEVATION Top OF HOLE
    lB. TOTAL CORE RECOVERY FOR BORING
    %
    19.
    SIGNATURE OF INSPECTOR
    .52.0
    CLASSIFICATION of MATERIALS
    (DeSCription)
    d
    Water
    Gray
    sandy clay, v/soft
    muck, unable to pickup
    sample, had to catch on
    side of tube, weight of
    5 rods, tube and kelly
    No resistance
    Gray tan sandy clay, med
    Light tan sandy clay w/sand
    on bottom of sample, hard
    Light tan sandy clay,
    w/cal, drove
    47.5-48.0 6 blows
    48.0-48.5 12 blows
    48.5-49.0 14 blows
    Same as above, hard
    clay
    Light tan sandy clay, hard
    Bottomed
    Tide
    12.5
    @ 5:30 AM
    %CORE IBOX OR
    RECOV- SAMF='LE
    ERY
    NO.
    e
    f
    REMARKS
    (DriHin#? time, water loss, depth
    of
    weatherina, etc.,
    if
    sianificant)
    g
    Jar
    1
    Cont. 1
    0.50
    Cont. 2
    4.0
    Jar 2
    Cont. 3
    4.51
    Cont. 4
    4.51
    ENG FORM 1836
    PREVIOUS 'EDITIONS MAY BE USED
    (EM lIIO-I-iSOI)
    1
    APR 63
    PROJECT
    IHOLE
    NO.
    Port Aransas-Corpus Christi WW 3ST-33
    .
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    LOCATION:
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    DESCRIPTION OF
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