1. 3ST-49
    2. Attach lg doc 21 and 22.pdf

    alt
     
    Hole No.
    3ST-49
    DRILLING LOG
    1
    0lVISION
    Southwestern
    II~STALLATION
    Galv Dist. Eng Div
    I
    SHEET
    OF
    SHEETS
    1.
    PROJECT
    10: SIZE AND TYPE OF BIT
    Port Aransas-Corpus Christi Waterway
    ," DATUM FOR ELEVATION SHOWN
    (TBMorMSL)
    2. LOCATION
    (Coordjnate8
    or
    Station)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3. DRILLING AGENCY
    U. S. Army Corps of Engineers
    13. TOTAL NO. OF OVER.
    rOISTURBED
    JUNDISTURBED
    4. HOLE NO.
    (As shown
    on
    drawing title
    I
    and file number)
    3ST-49
    BURDEN SAMPLES TAKEN:
    2 Jars
    : 4 Cont
    5. NAME OF DRILLER
    Eck
    6. DIRECTION OF HOLE
    D
    VERTJCAL
    D
    INCLINED
    7. THICKNESS OF OVERBURDEN
    8. DEPTH DRILLED INTO ROCK
    9. ToTAL DEPTH of HOLE
    ELEVATION I
    DEPTH ILEGEND
    a
    0.0
    40.0
    42.0
    44.0
    46.0
    .48.0
    .,
    50.0
    '.
    b
    40.0-
    42.0-
    44.J[
    46.0--1
    48.0-
    50.0:
    52.0:
    ,
    ,-
    . -
    c
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROUND WATER
    16. DATE HOL E
    {STARTED
    : 11
    May
    :COMPLETEO
    : 11 May 1964
    DEG. FROM VER T.
    17. ELEVATION TOp OF HOLE
    18.
    TOTAL CORE RECOVERY FOR BORING
    %
    19. SIGNATURE OF INSPECTOR
    52.0
    REMARKS
    CLASSIFICATION OF MATERIALS
    (Description)
    d
    %
    CORE IBOX OR
    RECOV- SAMPLE
    ERY
    NO.
    e
    f
    (Dril1in~
    time,
    water
    loss, depth
    of
    weathering, etc.,
    if
    significant)
    g
    Water
    Black oily, redeposited
    material
    wi
    light tan sand
    Light gray clay w/sand
    layers,
    vis
    tiff
    Light gray clay w/sand
    layer~
    vis
    tiff
    Same as above, stiff
    Light gray clay w/small
    shell, cal nod and sand
    50.0-50.6 Small gravel
    and cal nod
    50.6-52.0 Dark gray silt
    w/trace of clay, med
    Bottomed
    Water
    40.0
    Tide
    12.2
    @ 10 :00 AMi
    Jar 1
    Cont. 1
    3.75
    Cont. 2
    3.25
    Cont. 3
    1.5
    Jar 2
    Cont. 4
    0.50
    ENG FORM
    1836
    1
    APR 63
    -
    PREY IOUS -EDITIONS MAY
    BE
    USED
    (EM 1110-1-1'801)
    PROJECT
    Port Aransas -Co-rpus
    Chris ti Waterway
    I
    HOLE NO.
    3ST-49

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