1. 19630426 Port Aransas to Corpus WW Drilling Logs.pdf
    2. 3ST-18

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    I
    IDLE NO
    ~)i'~
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    1. PROJECT
    DEPARTMENT OF THE ARMY
    IPn~r
    Aransas-Cornus Christi 1'1
    SHEET
    OF
    DIVISIOII
    Southwestern
    2' LOCATION (c.ordIN'" or Sr.I .... )
    INSTALLATION
    Galv Dist, Eng Div
    Cornus
    Christi Bav
    DR ILlING LOG
    3' DRILLING AGENCY
    U.
    S.
    Army Corps of Engineers
    Ii.
    HOLE NO.
    (All';
    .,._"
    0 .. fln. In' ,n ,.
    lind
    ,
    I'.
    110.)
    5' NAME OF DR ILLER
    3ST-18
    Smith
    6'
    DIRECTION OF HOLE
    7. TH ICKNESS
    lB' DEPTH
    9. TOTAL
    CJ
    VERT ICAl
    c::J
    INCLINED
    DtG.Et' WIT"
    OF OVER-
    DR I LLED
    DEPTH OF
    52 0
    VERT I CAl
    BURDEN
    INTO ROCK
    HOLE
    10. SIZE
    AND TYPE OF BIT
    11. DATUM FOR ELEVATION SHOWN
    liZ'
    MANUFACTURER'S DESIGNATION OF DRILL
    qhelb" T..be - 3"
    (T8111
    or
    /fI5L)
    13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
    r,..
    TOTAL
    115' HEV.
    16'
    HOL
    DIS
    URB,D ?
    .T,
    jUliOl"U.B'D 9 Cont
    I
    :~;.~ORE
    GROUND
    l"t~T~pr
    CO"Pl\~:O
    ars
    WATER
    25 A r 1963
    17' ELEV. TOP OF HOLE
    lB. TOTAL CORE RECOVERY FOR
    19. SIGNATURE OF INSPECTDR
    BORING (11)
    ELEVATION
    DEPTH
    LEGEN
    CLASSIFICATION OF MATERIALS
    I:E~~~
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    10118.
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    (D••
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    ;on)
    ERY
    NO'
    ••• tlWr inC! ••te ••
    II el, .. J/lc ...')
    0.0
    24.0:
    \,ater
    ~
    :
    f-
    24.0
    28.0..:
    4-10'
    rods and 3'! ST went to 28
    0
    .~
    -
    No resistance
    ~
    -
    Gray clay, mucky, w/tr shell
    f-
    -
    f::-
    -:
    v/soft
    Cont.
    I
    28.0
    30.0
    .:
    _
    3-10'
    rods, 3" ST and kelly
    r-
    ~
    -:
    No res is tance
    r
    -
    Gray,
    v/soft
    clay, w/silt and tr shell
    t=
    Jar
    1
    ...:
    -
    Same as above,
    No resistance
    I-
    ~
    30.0 32.0-
    ';:
    :
    v/soft
    Jar
    2
    -:
    f:-
    4-10'
    rods, 3
    '1
    ST and kelly
    f-
    32.0
    34.5 :
    f=
    -
    No resistance
    -:
    Gray clay, v/soft, w/tr org. ma
    Cont. 2
    f:-
    -
    ~
    34.5 37.0:
    Same as above, no resistance
    f-
    -:
    v Isoft
    Cont. 3
    r-
    f::-
    .:
    I
    r-
    37.0
    39.5 _
    4-10' rods,
    3" ST and kelly
    I-
    -:
    No resistance
    f:.-
    clay, v/soft
    Cont. 4
    I-
    :
    Gray,
    l-
    I-
    -
    I-
    39.5
    42.0:
    Same as above, No resistance
    j::-
    :
    v/soft
    Cont. 5
    -
    1=
    42.0
    44. -':
    5-10' rods, 3" ST and ke lly
    I-
    -
    No resistance
    J:-
    :
    Gray, clay, v/soft,
    w/tr
    1=
    -:
    org. mat
    Cont.
    6
    t=-
    -
    r=
    44.5
    47.0:
    Same as abOVe, No resistance
    l-
    ......
    v/soft
    Cont.
    7
    I=-
    -
    t=
    47.0
    49.~
    5-10'
    rods, 3" ST and kelly
    1=
    -
    No res is tance
    I--
    -
    -
    Gray clay, v/soft
    Cont. 8
    1=
    '-
    -
    f-
    49.5
    52.U:
    5-10'
    rods, 3" ST and kelly
    ~
    :
    No resistance
    r::-
    ...:
    Gray,
    clay, v/soft, w/tr org.
    -
    -
    mat.
    Cont.
    9
    ;:::-
    •.
    :
    -
    -:
    Bottom
    ~
    Tide
    f2.2
    @ 1:20 PM
    -
    Tide
    f2.3
    @ 4:30 PM
    =
    Wind 18-24 MPH
    =
    .
    -:
    -
    =
    =-
    -
    =-
    -
    :
    -
    ~.
    -:
    -
    =
    '=-
    ~
    =-
    ENG FORM 1836
    (EM llJO-J-J80J)
    PREVIOUS EDITION MAY BE USED
    , MAR 61
    TRANSLUCENT
    UNTIL EXHAUSTED.
    'ROJ£CTPt. A. Corpus
    christl WW
    IIOl[
    IO.3ST-18

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