DRILLING LOG
    1
    0lV1SION
    Southwestern
    11'4STALLATION
    Galv Dist, Eng Div
    Hole No. 3ST-IO
    I
    SHEET
    OF
    SHEETS
    1.
    PROJECT
    -'0. SIZE AND TYPE OF SIT
    Neches River - Channel to Evadale
    11. DATUM FOR ELEVATiON SHOWN
    (TBMorMSL)
    2. LOCATION
    (Coordinate8 OT Station)
    3. DRILLING AGENCY
    12. MANUFACTURER'S DESIGNATION OF DRILL
    U. S. Army Corps of Engineers
    13. TOTAL NO. OF OVER-
    j01STURBED
    /UNDISTURBED
    4. HOLE NO.
    (As shown
    on
    drawinS title
    I
    BURDEN SAMPLES TAKENl 4
    Jars
    : 5 Cont
    and
    file number)
    3ST-10
    5. NAME OF DRILLER
    Curtis
    6. DIRECTION of HOLE
    D VERT.lCAL D1NCL,lNED
    7. THICKNESS OF OVERBURDEN
    e.
    DEPTH DRILLED INTO ROCK
    9. ToTAL DEPTH OF HOLE
    ELEVATION I DEPTH
    ILEGEND
    a
    0.0
    9.0
    11.0
    13.0
    15.0
    15.5
    b
    c
    9.0-
    11.0-
    13.0-
    15.0-1
    15S
    18.0:
    18.0
    20.0-
    20.0
    21.0-
    21.0
    23.~
    23.5
    24.0-
    24.0
    26.0:
    26.0
    28.0-
    28.0
    30.0:
    3.0.0
    33.0-
    33.0
    35.0:
    14. TOTAL NUMSER CORE BOXES
    15. ELE'VATION GROUND WATER
    DEG. FROM VERT.
    16. DATE HOLE
    ISTARTED
    : 16 Feb
    'COMPLETED
    , 16 Feb 1966
    17. ELEVATION TOP OF HOLE
    18. ToTAL CORE RECOVERY FOR BORING
    %
    19.
    SIGNATURE OF INSPECTOR
    35.0
    CLASS I FICATION OF MATERIALS
    (Description)
    %CORE IBOX OR
    RECOV. SAMPLE
    REMARKS
    d
    Water
    Brown sandy clay, organic
    decayed wood soft
    Tan sandy clay organic
    medium
    Gray
    sandy clay organic
    decayed wood, v/soft
    Same as below
    Gray
    clayey sand, organic
    decayed wood and roots
    v/soft
    Gray sandy clay, tr organic
    v/soft
    Same as above
    Gray
    sandy clay, soft
    Weight of 30' rods and
    hammer pent. 2-1/2"
    Same as below
    Gray
    clayey sand
    Weight of hammer and 3 rods
    v/soft
    Same as above, washed
    Gray sand medium, tr clay
    and organic
    28.0-28.5 No blows
    28.5-29.0 3 blows
    29.0-29.5 2 blows
    29.5-30.0 No count
    Same as below
    Gray
    sand,
    33.0-33.5
    33.5-34.0
    34.0-34.5
    34.5-35.0
    Bottomed
    medium
    No count
    7 blows
    16 blows
    No count
    ERY
    NO.
    e
    f
    (Drilling time,
    water.loss,
    depth of
    weathering, etc" if significant)
    g
    Cont.
    1
    0.25
    Cont. 2
    0.75
    Cont. 3
    0.0
    Washed
    Cont. 4
    0.0
    Cont. 5
    0.0
    Washed
    Jar.
    1
    Jar 2
    No sample
    Jar 3
    Washed
    Jar 4
    f
    ROJECT
    9HO~~~Ol
    ENG FORM
    1836
    PREVIOUS"EDITIONS MAY BE USED
    (EM 1110.1.1801)
    art Arthur
    Storm Protect:LO
    .J::;]:- 0
    t APR 63
    '

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    "-17 \V
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    28 Jan 1965
    GALVESTON DISTRICT LABORATORY REPORT NO
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    28 Jan 1965
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