~
    .
    HOLE NO
    3ST-44
    1.
    PROJECT
    ~I
    'DEPARTMENT OF THE ARMY
    ,
    Port Aransas-Corpus Christi
    HEET
    Of
    DIYISIOII
    Southwestern
    2.
    LOCAl LON
    (coor""'" 0< St., .0.)
    IHSTALLATlO.Galv Dist, Eng Div
    Aransas Pass, Tex,
    DRILLING LOG
    ). DRILLING AGENCY
    U. S. ArmvCorps of Engineers
    a.
    HOLE NO.
    (A.';ift_n _""7u.Tn,f"1TTe
    .,.TlIi
    NO.)
    5.
    NAMt: Of DRILLER
    3ST-44
    Smith
    6.
    DIRECTION Of HOLE
    7' THICKNESS
    18'
    DEPTH
    19'
    TOTAL
    CJ
    VERTICAL
    T c:J
    INCLINED
    ~D£G.E£S
    WITH
    Of OVEtt""
    DR ILLED
    DEPTH Of
    52 0
    VERTICAL
    BURDEN
    INTO ROCK
    HOLE
    10.
    SIZE AND TYPE Of
    BIT
    11.
    DATUM fOR ELEVATION SHOWN
    \12,
    MANUfACTURER'S OESIGNATION Of DRILL
    Shelbv Tube - 3"
    (T8"
    or
    MI.)
    I). TOTAL NO. Of OVERBURDEN SAMPLES TAKEN
    110.
    TOTAL
    r5'
    ELEV.
    16.
    A
    HOL
    DISTURBED
    2
    Jars
    U~4
    Cont
    I
    :~Xf~ORE
    GROUNO
    WATER
    ISTARTED
    18
    Anr
    I
    18
    co.
    Aor
    L£TEO
    196
    ,3
    17.
    E LEV. TOP OF HOLE
    lB' TOTAL CORE RECOVERY FOP
    19.
    SIGNATURE Of INSPECTOR
    BORING
    (1<)
    [LEV AT
    10'
    DEPTH LEGEN!
    CLASSIFICATION
    (" •• cr ipt
    OF
    ion)
    MATERIALS
    I:E~~E
    ERY
    I
    ;~~p~'
    NO'
    (Drlllln,
    ••• ,,-,1 .. ,.
    tJN.R;~~~S
    _te.,
    If
    al,nUle
    I .... tI.,,"'.f
    ... t,
    0.0
    32.0.
    Water
    ~
    32.0
    37.2-
    4-10' rods and 3" ST fell
    ~
    to 37.0. 'No resistance
    ~
    Dark gray clay mucky w/shell
    Jar
    1
    I-
    =
    I-
    37.0
    39.~
    -
    Gray
    4-10'
    No resistance
    clay
    rods,
    mucky
    3" ST
    w/shell
    and ke
    frag
    lly
    Cont.
    1
    ~
    :::-
    =
    =
    39.5
    42.0.
    4-10' rods 3" ST and kelly
    ~
    -
    -
    No
    Gray
    resistance
    clay v/soft
    Cont.
    2
    1=
    ~
    ~
    42.0
    44.i:
    Same as above
    I--
    :
    No reSistance, v/soft
    Cont.
    3
    I-
    ,:
    ~
    44.5
    47.Q....
    :
    -
    46.0-47.0
    Same as above
    Gray
    to
    sand
    46.0
    w/shell
    Cont.
    4
    I-
    I=-
    ~
    47.0
    49'L
    -
    Gray sand med silty w/shell
    Jar
    2
    I-
    ~
    49.5
    50.0 :
    Same as above
    No sample
    ;-
    r-
    -
    f:-
    50.0
    52.0:
    -=
    :
    -
    Bottomed
    No
    Gray
    recovery
    clay
    in
    sandy
    above
    v/soft
    No sample
    \=
    ~
    t
    :
    Hater 32.0
    ~
    Weight of hammer 140#
    1-'
    -::
    :
    .
    Tide
    Drop
    11.4
    Distance
    @ 1:40
    - 30"
    PM
    r
    1=
    -::
    :