---
    Hole N,
    <0.
    3S r-3l
    DRILLING LOG
    tDIVISION
    I !liST ALLATION
    SHEET
    Southwestern
    Ga1v Dist, Eng Div
    OF
    SHEETS
    1. pROJECT
    10. SIZE AND TYPE of BIT
    Neches River - Channel to Evadale
    2. LOCA nON
    (Coordinates-
    or
    Station)
    , 1.
    DATUM FOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    3. DRILLING AGENCY
    12. MANUFACTURER'S DESIGNATION OF DRILL
    U.
    S. Army Corps of Engineers
    4. HOLE NO.
    (As shown
    on
    drawinS title
    I
    13. TOTAL NO. OF OVER-
    IDISTURBED
    ]UNDISTURBED
    and file number)
    ,
    3ST-31
    BURDEN SAMPLES TAKEN:
    6 Jars
    : 1 Cont
    5. NAME OF DRILLER
    14. TOTAL NUMBER CORE BOXES
    Curtis
    15. ELEVATION GROUND WATER
    6. DIRECTION OF HOLE
    ISTARTED
    'COMPLETED
    16. DATE HOLE
    ,
    2 Mar
    i
    2 Mar 1966
    D VERT.ICAL
    o
    lNCL,INED
    DE;G. FROM VERT.
    ,
    17. ELEVATION TOP OF HOLE
    7. THICKNESS OF OVERBURDEN
    18. TOTAL CORE RECOVERY FOR BORING
    %
    8. DEPTI:i DRILLED INTO ROCK
    19. SIGNATURE OF INSPECTOR
    9. TOTAL DEPTH OF HOLE
    25.0
    CLASSIFICATION OF MATERIALS
    %CORE
    BOX OR
    REMARKS
    ELEVATION DEPTH LEGEND
    (Description)
    RECOV. SAMPLE
    (Drillin~
    time,
    water.loss, depth
    of
    ERY
    NO.
    weathering, etc"
    if
    Significant)
    a
    b
    c
    d
    e
    f
    g
    U.U
    1.U _
    Hel.ght ot banK
    =
    =
    1.0
    2.3 -
    Water
    =
    -
    2.3
    -
    =-
    3.0 =
    Brown and gray sandy clay
    =
    -
    v/soft, w/org. mat.
    Jar 1
    -
    -
    -
    -
    3.0
    5.0 =
    Gray
    fine sand, w/tr clay
    Jar
    2
    -
    -
    -
    -
    5.0
    6.0-----=
    Same as above, washed sample
    no sample
    ,-----
    I-
    -
    I-
    6.0
    80
    =
    Gray fine sand w/tr clay and
    f::
    .-
    org. mat.
    i--
    -
    I-
    =
    6.0-6.5
    Seat pent
    I-
    -
    6.5-7.0
    2 blows
    f=
    -----=
    7.0-7.5
    3 blows
    I--
    =
    7.5-8.0
    Hold sample
    Jar 3
    I-
    f=
    -
    I-
    8.0
    11.0_
    -----
    Same as above, w/rotten wood
    ~
    -
    washed away
    no sample
    I-
    =
    f=
    11.0
    13.0-
    Fine gray sand w/rotten wood
    I--
    I-
    -
    no recovery,
    caught washed s
    nd
    I-
    -
    I-
    -=
    11.0-11.5
    seat pent
    I=-
    =
    11.5-12.0
    4 blows
    =
    -
    12.0-12.5
    6 blows
    -
    -
    12.5-13.0
    hold sample
    Jar
    4
    -
    13.0
    -=
    =-
    16.0=
    Same as above, washed
    no sample
    -
    -
    -
    16.0
    18.0=
    Gray aand, fine decayed wood
    -
    =
    16.0-16.5
    no count
    =
    -
    -
    16.5-17.0
    11 blows
    =-
    -
    17.0-17.5
    9 blows
    =
    -
    17.5-18.0
    no count
    Jar 5
    -
    =
    18.0
    22.S=
    -
    =-
    Gray sand, fine decayed wood
    -
    -
    washed sample
    -
    Jar 6
    =
    -
    22.5
    23.0=
    Same as below, washed
    no sample
    =-
    f=
    ,-
    23.0
    25.Q.=
    Gray sandy clay, decayed
    ~
    wood, stiff
    "
    Cont. 1
    1.25
    I--
    .-
    =
    =
    ~
    -
    BOTTOMED
    -
    -
    Water ,11.3
    ~
    --=
    f=
    ~
    -
    =
    f=
    -----=
    I--
    -
    f=
    =
    f=
    -=
    I--
    -
    ,
    I-
    f=
    -
    I-
    -
    =
    -
    =
    =
    -
    ENG FORM
    1836
    PROJECT
    "ecues Kl.Ver
    I
    HOLE NO.
    PREVIOUS 'EDITIONS MAY BE USED
    (EM 1110.1-1801)
    Channel to Evadale
    3ST-21
    1 APR 63

    '*','.
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    SWG Form 267(C)
    28 Jan 1965
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