alt
    ,
    Hole No 3ST 38
    DRI~LlNG
    LQb
    IDIVISION
    INSTALLATION
    I
    ~HEET
    Southwestern
    'Galv Dist ,-.Eng' Div
    OF
    SHEETS
    1.
    PROJECT:
    ~
    10. SIZE AND TYPE OF BIT
    ouston" Shiuthannel
    Green's Bavou
    11. DATUM FOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    2. "LOCATION
    (Coordinates or Station)
    3. DRIlliNG AGENCY
    '2.
    MANUFACTURER'S
    DESIGNATION OF DRILL
    Dept of the Army, GD,
    Corps of Engineers
    4. HOLE NO.
    (As shown on drawing title
    13. TOTAL NO. OF OVERBURDEN
    : DISTURBED
    : UNDISTURBED
    SAMPLES TAKEN
    : 4 Jars
    : 10 Cont
    and file number)
    ,
    3Sh38
    5, NAME OF DRILLER
    14. TOTAL' NUMBER CORE BOXES
    Curtis
    15. ELEVATION GROUND WATER
    6. DIRECTION OF HOLE
    : STARTED
    : COMPLETED
    16. DATE HOLE
    27 Oct
    D VERTICAL
    o
    :27 Oct
    1967
    INCLINED
    OEG. FROM VERT.
    17. elEVATION TOP OF HOLE
    7. THICKNESS Of OVERBURDEN
    18. TOTAL CORE RECOVERY FOR BORING
    %
    8. DEPTH DRILLED INTO ROCK
    19. SIGNATURE OF INSPECTOR
    9. TOTAL DEPTH OF HOLE
    30.0
    CLASSIFICATION OF MATERIALS
    %
    CORE
    BOX OR
    REMARKS
    ELEVATION
    DEPTH
    LEGEND
    (Description)
    RECOV-
    SAMPLE
    (D"illing time, waler loss, depth of
    ERY
    NO,
    weathering, etc., if significant)
    0
    b
    ,
    d
    ,
    f
    9
    0.0
    2,.0 =
    Gray
    sand clay wlshell
    t-
    =
    w/org. mat.
    fill
    ar 1
    t-
    ~
    -
    j=-
    2.0
    4.0
    -=
    Gray clayey sand
    ar 2
    t-
    -
    t-
    4.0
    6.0-=
    Brown and gray sandy clay
    t-
    I--
    -
    4.0-4.5
    N" count
    t-
    -=
    4.5-5.0 4 blows
    t-
    t-
    -
    5.0-5.5 11 blows
    t-
    -=
    5.5-6.0 No count
    ar 3
    f:::'"
    =
    I-
    6.0
    8.0-=
    Brown and gray clay,
    stiff
    ~ont.
    1
    1.50
    f::
    -
    ~
    8.0
    -
    Brown and gray sandy clay,
    ff
    Cont.
    2
    I-
    10.0-
    st
    1.50
    I-
    -
    I-
    -
    I--
    10.0
    12.0=
    Brown and gray clayey sand
    l-
    I-
    -
    v/stiff
    pont.
    3
    3.00
    t-
    -
    t-
    -
    I--
    12.0
    14.0
    -=
    Brown and gray sandy clay
    l-
    I-
    -
    12.0-12.5 No count
    I-
    -=
    12.5-13.0 8 blows
    ~
    '--
    13.0-13.5 8 blows
    I-
    -
    f::
    -
    13.5-14.0 No count
    ar
    4
    -
    -
    ~
    14.0
    16.0
    -=
    ' Washed
    lTO sample
    ~
    -
    I-
    16.0
    18.0..=
    Gray and brown clay, v/stiff
    pont.
    4
    3.00
    ~
    -
    I-
    -'
    Brown and gray ,clay w/cal nod
    I-
    18.0
    20.0 -
    f::
    -=
    v/stiff
    ont.
    5
    3.00
    I--
    -
    I-
    -
    Same as above, v/stiff
    6
    3.25
    f::
    20.0
    22.0 -
    ont.
    -
    I=-
    -
    22.0
    24.0
    -=
    Gray and brown clay w/cal nod
    I-
    -
    ,
    /stiff
    ~ont.
    7
    3.50
    ~
    -=
    l-
    I--
    24.0
    26.0 -=
    Same as above, v/sti'ff
    Pont.
    8
    3.75
    l-
    I-
    -
    I-
    26.0
    28.0..=
    Gray and brown clay wlsand
    l-
    I--
    -
    layer w/cal nods, hard
    onto
    9
    4.00
    I-
    -
    I-
    -
    f::
    28.0
    30.0..=
    Gray and brown clay w/cal
    f::'"
    -
    nods,
    hard
    ont.
    10
    4.00
    -=
    f::
    -
    BOTTOMED
    i=-
    -
    -=
    ~ater
    readings on
    f::
    ~
    -
    3ST-49 caved in at 19.7
    -
    I--
    -
    3ST 48 caved in at 10.6
    I-
    -
    I-
    -
    3ST 47 6.4
    I-
    -
    3ST 46
    8.0
    I-
    -
    I--
    -
    I-