1. ENG FORM 1836

    alt
    Dm~!NG
    LOG
    1. PROJECT
    I
    DIVISION
    SOllt.hwp-~rArn
    Sabine Neches Waterway
    2. LOCATION
    (Coordinates or Station)
    3. DRILLING AGENCY
    Dept of the Army, GD, Corps of Engineers
    4. HOLE NO.
    (As shown on drawing tille
    and file
    number)
    3R.'r_'),?O
    .
    5. NAME Of DRILLER
    Black
    6. DIRECTION OF HOLE
    Hole No.
    3ST-320
    INSTAlLATION
    nal.'U
    ni~t-_
    Enp' nh1
    10. SIZE AND TYPE OF BIT
    11. DATUM FOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    12. MANUFACTURER'S DESIGNATION OF DRill
    13. TOTAL NO. OF OVERBURDEN
    SAMPLES TAKEN
    14. TOTAL NUMBER CORE 8QXfS
    1'5. ELEVATION GROUND WATER
    : STA.RTED
    :
    DISTURBED
    !
    2
    Jars
    SHEET
    OF
    SHEETS
    : UNDISTURBED
    i
    26 Cont
    : C'oMPLETED
    D
    VERTICAl.
    0
    INCLINED,
    DEG. FROM VERT.
    16. DATE HOlE
    : 27 April
    :28 April 1967
    7,
    THICKNESS Of
    OVERBURDEN
    8. DEPTH DRILLED INTO ROCK
    9. TOTAL DEPTH OF HOLE
    56.0
    17. ELEVATION TOP
    Of
    HOLE
    18. TOTAL CORE RECOVERY FOR BORING
    19, SIGNATURE Of INSPECJOR
    %
    REMARKS
    ELEVATION
    DEPTH
    lEGEND
    CLASSifiCATION Of MATERiAlS
    (
    D~sc,.ipti()n)
    % CORE
    RECOV.
    ERY
    BOX OR
    SAMPLE
    NO.
    (Drilling
    tim~,
    water loss, depth of
    weathering,
    de.,
    if significant)
    0.0
    2.0
    4.0
    6.0
    8.0
    10.0
    12.0
    14.0
    16.0
    18.0
    20.0
    22.0
    24.0
    26.0
    28.0
    29.0
    30.0
    32.0
    34.0
    36.0
    38.0
    40.0
    42.0
    b
    2.0 -
    4.0 -
    6.0-=
    8.0-=
    10 •
    .0..:
    12.0-
    14.0:
    16.0:
    18 •.0::
    20.0-
    22.0:
    24 •.0::
    26 •.0::
    28.-e=
    29.0=
    30.0=
    32.%-
    34.-6-
    36.0:
    38.0:
    40.0-
    42.0:
    44.0-
    ENG FORM 1836
    I APR 63
    ,
    d
    Brown clay w/org. mat., v/stfff
    Gray and tan sandy clay, med
    Brown and gray sandy clay
    v/stifL
    Silty sand, brown, w/clay
    seams, stiff
    Gray silty sand, v/soft
    Gray silty sandy clay, stiff
    Brown and gray clay w/org.
    mat, and cal nods, stiff
    Same as above, stiff
    Brown and gray clay, stiff
    Gray and brown clay, v/stiff
    Brown sandy clay, v/stiff
    Same as above, w/sandstone
    stiff
    Brown silty sand
    24.0-24.5 No count
    24.5-25.0 10 blows
    25.0-25.5 ,13 blows
    25.5-26.0 No count
    Washed, same as below
    Brown Silty sand
    Brown silty clay, stiff
    Gray claYM/sand and silt
    layers, v /stUf
    Same as above, medium
    Gray
    clay w/silt seams
    v/stiff
    Same as above, stiff
    Same as above, w/shell frag
    med
    Gray clay w/pocket of silt
    stiff
    Same as above, w/org. mat.
    stiff
    "
    PREVIOUS EDITIONS
    MAY BE
    USED
    (EM 1110-1-1801)
    'I>:
    GPO .tU : OF-712-21$
    PROJECT
    Cont. 1
    Cont. 2
    Cont. 3
    Cont. 4
    Cont. 5
    Cont.. 6
    Cont. 7
    Cont. 8
    Cont. 9
    Cont.
    10
    Cont. 11
    Cont.
    12
    Jar 1
    No sample
    Jar 2
    C
    cnt.
    13
    Cont. 14
    Cont.
    15
    Cont.
    16
    Cont. 17
    Cont.
    18
    Cont.
    19
    Cont. 20
    Sabine Neches
    .. Waterway
    3.50
    0.50
    2.00
    1.50
    0.0
    1.00
    1.00
    1.25
    1. 75
    2.00
    2.50
    1. 75
    1.50
    2.25.
    0.75
    2.50
    1.50
    1.00
    1.50
    1.50
    T;L;;~'320

    alt
    ''''
    Hole No.
    3ST-320 (Cant' d)
    ,DR!L~!NG
    LOG
    I
    DIVISION
    .
    INSTAlLATION
    I
    SHEET
    Of
    SHEETS
    1. PROJECT
    10. SIZE AND TYPE OF BIT
    Sabine Neches Waterway
    11. DATUM FOR ELEVATION SHOWN
    (TBM or MSL)
    2. LOCATION
    (Coordinates or Station)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3. DRILLING AGENCY
    4. HOLE NO.
    (As shown
    01J
    drawing title
    13. TOTAL NO. OF OVERBURDEN
    : DISTURaED
    !UNDISTURaED
    and file number)
    SAMPLES TAKEN
    :
    5, NAME OF DRILLER
    14. TOTAL NUMB,ER CORE BOXES
    1'5. ELEVATION GROUND WATER
    6. DIRECTION OF HOLE
    !
    STARTED
    : COMPLETED
    16. DATE HOLE
    o
    VERTICAl.
    o
    INCliNED
    DI!G. fROM VERI'.
    :
    7. THICKNESS OF OVERBURDEN
    17. ELEVATION TOP
    Of
    HOLE
    18. TOTAL CORE RECOVER'y FOR BORING
    %;
    8. DEPTH DRILLED INTO ROCK
    19. SIGNATURE OF INSPECTOR
    9. TOTAL DEPTH OF HOLE
    CLASSIFICATION OF MATERIALS
    %
    CORE
    BOX OR
    REMARKS
    ELEVATION
    DEPTH
    LEGEND
    (Description)
    RECOV.
    SAMPLE
    (Drilling time, water loss, depth of
    fRY
    NO.
    weathering, etc., if significant)
    b
    ,
    d
    f
    -
    r=
    44.0
    46.0=
    Gray clayw/sand and silt
    I-
    -
    layers, stiff
    Cant. 21
    1.50
    I-
    -
    I-
    -
    46.0
    ,-
    Same as above, v/stiff
    Cant. 22
    2.00
    I-
    48.0-
    I-
    -=
    .
    I
    48.0
    50.0-
    Same as above, stiff
    Cunt. 23
    1.50
    r=
    =-
    i-
    50.0
    52.JL
    Gray clay w/few sand silt
    I
    :
    seams, stiff
    Cant. 24
    1.50
    :.
    ~
    52.0
    54•.0.:.
    =
    Gray clay, stiff
    Cant.
    25
    1.25
    54.0
    -
    =-
    56.0=
    Same as above, stiff
    Cant.
    26
    1.50
    :.
    --=
    BOTTOMED
    =-
    --=
    =-
    -=
    =-
    --=
    =
    =
    -
    =
    =-
    --=
    =-
    --=
    r=-
    ~
    =-
    --=
    r=
    :
    r=
    --=
    I--
    :.
    t
    I
    I-
    -=
    ,
    r=-
    -
    r=
    -
    --=
    \
    r=-
    :
    -
    r=-
    t
    -
    -
    r=
    -
    r=
    -
    -
    r=-
    -
    r=
    :.
    I-
    ENG FORM
    1836
    p.......
    ,~
    u ..... t: .. , ....
    1 APR 63
    PREVIOUS EDITIONS MAYBE USED
    (EM
    JIlQ-I-IBOI)
    '" GPO 1963 ,OF-7IZ-Z75
    y.
    \~-==~~~~~_~~c=,"'-,,~~~_.~.~~
    ••
    ~~=~=~
    .•.
    ===~=~~~='_=~=~U~~T~"~'~"~~'C'_~_~~
    ___••
    •.
    ~_
    .._.__
    <_~"
    __•

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    SWG Form 267(e)
    28 Jan 1965
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