1. 19630426 Port Aransas to Corpus WW Drilling Logs.pdf
    2. 3ST-27

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    MOLE NO
    u.
    3ST-27
    l' PROJECT
    1
    ~
    'DEPARTMENT OF THE
    ARMY
    SHEET
    OF
    Port Aransas-Corous
    Chr;~H
    DIVISIOII
    ~!:2uthj2e§teIll
    2.
    LOCAT ION (c ••
    rd,..... '" 3 .....")
    IISTALLAT I011
    Ga1v Dist, Eng Div
    Cornus
    Christi Bav
    DR ILL I"G
    LOG
    ). DRILLING AGENCY
    TT
    c
    ,~~.
    ("
    ,+ E
    u,
    HOLE NO.
    (A.",,_n
    on IIr••
    ~n,
    ,u/e .". "I.. NO.)
    S.
    NAME OF DR ILLER
    1S'l'-?7
    ,,~,
    <-"
    6'
    OIRECTION OF HOLE
    7'
    TH IC KNESS
    lB' DEPTH
    19'
    TOUL
    c::J VERTICAL
    I c::J
    INCLINED
    I
    ~~~~:~:l·"
    OF OVER-
    DRI LLED
    DEPTH
    or
    BURDEN
    INTO ROCK
    HOLE
    52.0
    10.
    SIZE ANO TYPE OF BIT
    11.
    DATUM FOR ELEVATION SHOWN
    112'
    MANUFACTURER'S DESIGNATION OF DRILL
    She1bv Tube - 3"
    (T8M
    or,
    IIISL)
    1).
    TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
    _110'
    TOTAL
    rs'
    ELEV.
    116.
    _DATI
    Horr
    DISTU ••
    '~
    UNu,,,u.",U
    7 Cont
    1
    :gx,~ORE
    GROUND
    151 AAl[O
    ~~D'l~~H~
    Q"q
    Jar
    WATER
    23 Aor
    17.
    ELEV. TOP OF HOLE
    lB. TOTAL CORE RECOVERY FOR
    19.
    SIGNATURE OF INSPECTOR
    BORING
    (S)
    ELEVATION OEPTH
    LEGENI
    CLASSIFICATION OF MATERIALS
    IM~~
    I
    ;~~P~:
    (",11111'1, flu •
    ••
    hr
    I"..,
    fie_tit
    .1
    ("••e.
    ipt
    ion)
    ERY
    NO.
    .,,'''r'n' .•rc.,
    II.J,nlllc...t)
    0.0
    27.0 :
    Water
    -
    I-
    ~
    27.0
    32.Q..:
    if -10' rods and 3" ST went
    -
    :
    to 32.0
    No resistance
    =-
    Gray clay, mucky w/she11
    Jar
    1
    -
    :
    -
    32.0
    34.5
    =-
    :
    4-10' rods, 3" ST and kelly
    r=
    ~
    :
    No resistance
    '-
    Gray clay v/soft w/tr shell
    Cont.
    1
    ~
    -:
    34.5
    37.0:
    4-10' rods, 3" ST and kelly
    ~
    ...::
    No resistance, No recovery
    f-
    ~
    :
    Same as below
    l-
    t::
    -
    37.0
    39. s...:
    4-10'
    rods, 3" ST and ke lly
    t-
    ,
    -
    No resistance
    I-
    :
    -
    Gray clay v/soft
    Cont. 2
    1=
    I-
    -
    I-
    39.5
    42.0:
    Same as above
    I-
    -
    No resistance, v/soft
    Cont. 3
    -
    -
    I-
    42.0
    44.5:
    5-10: rods, 3" ST and kelly
    =-
    I-
    :
    No resistance
    f-
    -::
    Gray clay v/soft
    Cont.
    4
    I-
    f:-
    44.5
    47.0 :
    5
    -10' rods, 3" ST and ke lly
    ~
    ...::
    No resistance
    I-
    :
    Gray clay v/soft
    Cont. 5
    t=
    ~
    -
    47.0
    49.
    s....::
    Same as above
    r:-
    I-
    :
    -
    ro resistance, v/soft
    Cont.
    6
    t::
    49.5
    52.0...:
    15 -10' rods, 3" ST and kelly
    ~
    :
    w/little resistance
    ~
    :
    pray clay v/soft
    Cont. 7
    I-
    -::
    ~
    ~ottom
    ~
    :
    pater 27.0
    ...::
    Wind 24-30 MPH
    I--
    t=
    :
    Wide 1. 6 6: 15 PM
    ~
    ::
    ide 1.5:8:00 PH
    -
    Neight of hammer 140#
    -
    -:
    -
    =-
    Drop Dis tance - 30"
    ::
    -::
    .::
    =-
    -
    -::
    -
    =-
    -
    ~
    :
    r=
    -::
    j:::-
    -
    I=-
    -=
    t=-
    :
    1=
    =
    I:
    -
    I--
    I:
    =
    I=-
    ENG
    1 MAR
    FORM
    61
    1836
    (EM 1.UO-I-1801)
    TRANSLUCENT
    PREVIOUS EDITION MAY BE USED
    UNTIL EXHAUSTED.
    PROJECT
    Pt. Arans as
    Corpus Christi 1M
    MOI.£ 10.
    3ST-27

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