1. 19630516 Ch to LaQuinta Log of Boring.pdf
    2. 3ST-2

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    DESCRIPTION OF M:ATtRIAL
    SURF
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    Water
    I
    LOG. OF. BORING No.3 S T
    -,2.
    LOCATION
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    HOLE NOu.
    3ST-2
    1. PROJECT
    >
    DEPARTMENT OF ,THE ARMY
    LaOuinta Channel - Cornus Ch
    $HEET
    OF
    Southwestern
    lStl.
    DIVISlOli
    2. LOCATIO.
    (C..
    rdI
    ..............
    )
    Tide 0.8 @ 3:45
    .ISTALLATIOI
    Galv Dist, Eng Div
    Tide 0.7 @ 8:30 AM
    Tide 0.7 @ 12:30 PM
    DRILLING LOG
    J. DRILLING AGENCY
    Sta.
    270100
    u.
    S. Army Corps of Engineers
    Ii' HOLE NO. (A.',en_1'I on ar••
    ,n, JUl...... ,.,,.
    II•• )
    S. NAME OF DRILLER
    3ST-2
    Smith
    6.
    DIRECTION OF HOLE
    7.
    TH ICKNESS
    lB. DEPTH
    9.
    TOTAL
    CJ VERTICAL
    I CJ
    INCLINED
    I
    ~~~~:~~L·ITH
    OF OVEII""
    DRILLED
    DEPTH OF 51 5
    BURDEN
    INTO
    ROCK
    HOLE
    .
    10.
    SIZE AND TYPE OF BIT
    11.
    DATUM FOR [LEVATION SHOWN
    112'
    MANUFACTURER'S DESIGNATION OF DRILL
    Shelby Tube - 3"
    (TBIJI
    fW
    MSL)
    n. TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
    I
    lij.
    TOTAL
    115' ELEV.
    T16.
    "nATE Horr
    o s
    UR8£O
    UNu,>rU"'"6 Cont
    I
    :g;r~ORE
    GRm
    D
    19".%,'rl'
    C'IJ'Pj\i'Jo 1963
    6
    Jars
    w_r R
    17.
    ELEv.
    TOP OF HOLE
    lB.
    TOTAL CORE RECOVERY FO.
    19.
    SIGNATURE OF
    INSPECTOR
    BORING (S)
    ELEVATION
    DEPTH
    LEGEN
    CLASSIFICATION OF MATERIALS
    I:E~~~
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    0.0
    21(10::
    Hater
    t
    -
    t
    21.0
    22.2.,
    Gray clay ,,,/shell frag
    -
    v/soft
    t=-
    -
    Weight of 25' of rod and tube
    Jar
    1
    I-
    -
    f-
    22.5
    23."5.:
    -
    ~
    Same as below
    Hashed
    =
    -
    -
    23.5
    25 .
    ..5::
    Tan sand fine grain
    ~
    :
    w/org. material
    =
    :
    23.
    5-2~,.
    0
    No count
    -
    24.0-24.5
    10 count
    =-
    -:
    24;5-25.0
    16 count
    -
    ::
    25.0-25.5
    Trap s:ample
    Jar 2
    r=
    -=
    ~
    25.5
    27. s:
    Tan sand fine grain clay
    I-
    :
    binder, v/stiff
    Cont. 1
    3.00
    I-
    r=
    -
    t:-
    27.5
    28. Q:
    Same as above
    Washed
    f-
    -
    I-
    28.0
    30JI
    Tan sand fine grain clay
    t-
    -
    binder, w/cal nod
    f..:.'
    -
    28.0-28.5 No count
    -
    =
    -:
    28.5-29.0
    12 count
    29.0-29.5
    10 count
    =-
    ::
    29.5-30.0
    Trap sample
    Jar 3
    -
    30.0
    33.0:
    ....:
    Same as above
    =
    \,ashed
    =-
    33.0
    35...ti
    -
    Tan clay sand, w
    =
    / cal nod
    -,
    :
    33.0-33.5
    No count
    ~
    :
    33.5-34.0
    12 count
    =
    -
    34.0-34.5
    13 count
    =-
    35.0
    37..ti-
    :
    34.5-35.0. Trap sample
    Jar
    4
    -
    =
    Tan w/gray blend clay sand
    =-
    :
    w/cal nod, v/stiff
    Cont. 2
    3.50
    -
    37.0
    39,..Q:
    -
    Tan w/gray blend clay sand,
    =
    -,-
    :
    v/stiff
    Cont.
    3
    3.25
    =
    -
    I-
    39.0