alt
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    HOLE MO. 3ST-21
    1. PROJECT
    .....,
    DEPARTMENT OF THE
    ARMY
    DIYISIOIt Southwestern
    Viola Channel
    SHEeT
    1
    OF
    2. LOCAl ION
    (COO,. ,na ..
    0.;, S
    at Jon)
    --I
    INSTALLATION Galveston District;
    Sta 1561150 148', N <L
    DRILLING LOG
    3' DRILLING AGENCY
    U. S. Army Corps of Engineers
    1l. HOLE NO.
    (Aa
    all_,,-onif"'''liijrTrT.--'''-'Ha 11
    0
    .)
    S. NAME OF DRI LLER
    3ST-21
    Smith
    6.
    DIRECTION OF HOLE
    7. THICKHESS
    T'
    DEPTH
    1
    9,
    TOTAL
    W
    ~Er
    D
    VERTICAL
    c::J INCLINED
    VERTICAl
    BURDEN
    DR I LLED
    INTO ROCK
    DEPTH OF
    49
    0
    I:
    HOLE
    10.
    SIZE AND TYPE OF BIT
    111.
    DATUM FOR ELEVATION SHOWN
    112'
    (TBM
    Of'
    MSLJ
    MANUFACTURER'S DESIGNATION OF DRILL
    13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEH
    10. TOTAL
    15' ELEV.
    16.
    OAT
    HaL
    o
    S UR.EO
    UN
    NO. CORE
    GROUND
    ~AATEoI>
    COMI'U:TEll,oan
    62
    BOXES
    WATER
    ;::u "an
    ;::u "
    17. ELEV. TOP OF HOLE
    ELEVATIOHI
    DEPTH ILEGEH
    0.0 12.5
    2.5
    5.0
    7.5
    10.0
    12.5
    15,0
    1'7.5
    20.0
    22.5
    24.5
    27.0
    30.0
    32.5
    35.0
    37.5
    41.5
    44.0
    '46.0
    47.0
    ,->{,l' .
    5.0_
    .5 :
    10, a:
    12,5:
    15.a:
    17.5.:
    20.0-
    22 •
    .,2:
    24,5=
    27.~
    30.a:
    32,5.::
    35.0:
    37.5.:
    41 •.5:
    411 •
    .II
    46.G-~
    47.0:
    4910:
    lB' TOTAL CORE RECOVERY FOR
    BORING
    ("J
    19. SIGNATURE OF INSPECTOR
    CLASSIFICATlqN
    QF
    MATERIALS
    RECOV SAMPL
    (DrJJlJn4
    tJIIIe, ... te,. 'INa.
    d."tlt
    01
    I
    '
    COR, BOX
    O~
    REMARKS
    (D..crJptJo"J
    ERY
    MO'
    ....
    "~ri"G
    • tc ••
    JI
    .j,"JlJe.nt]1
    Gray sandy clay medium:-..
    Cont #1
    n ••
    50
    Silty sand very soft clay
    I
    Cont
    #2
    Silty clayey sand w!broke
    shell particles
    I
    Jar #1
    Silty clayey sand w!shell
    particles
    I
    Jar
    #2
    Silty clayey sand w!shell
    particles
    I
    Cont #3
    Wash, same as above
    I
    No sample
    Stiff green sandy clay,
    w/gray silty sand seams
    Stiff green sandy clay
    Same as below
    23.0-23.5 12 blows
    23.5-24.0 14 blows
    gray
    silty~nd,
    some smal
    gravel & clayey sand
    Clayey sand gray, green
    thin layers of silty sand
    stiff
    Wash,same as above
    Layers of bnDwu & gray
    silty sand &gray & brown
    sandy
    clay w!cal nod.
    ~ash.
    same as above
    Same as above
    Same as above w!sandstone
    nodules
    Wash, same as above
    Hard packed gray silty
    sand w!small gravel
    47.5-48.0 14 blows
    48.0-48.5 19 blows
    from
    as above wjsma&l:egravel
    brown
    &
    gray :sandy. 9lay a
    47.5
    cont
    #4
    Cont #5
    No sample