1. 3ST-41
    2. Attach lg doc 21 and 22.pdf

    alt
     
    . i
    I
    :
    ~
    -' oJ.
    '"1".
    Hole No
    3
    41
    DRILLING LOG
    iD1 ....'ISION
    IIIIST-ALLATION
    , •
    iSHEET
    Southwestern
    Galv D1st, Eng D1V
    OF
    SH •• TS
    1.
    PROJECT
    Port Aransas-Corpus Christi Waterway
    10, SIZE AND TYPE OF BiT
    2. LOCATION
    (Coordinates-
    or
    Station)
    11. DATUM FOR ELEVATiON SHOWN
    (TBM
    or
    MSL)
    3. CRIL.LING AGENCY
    12. MANUFACTURER'S DESIGNATION OF DRILL
    u. S. army Corps of Engineers
    4. HOLE NO. (As
    shown
    on
    drawin~
    title
    I
    13. TOTAL NO. OF
    OVER~
    j01STURBEO
    1UN01STUR6EO
    and tHe number)
    ~
    3ST-41
    BURDEN SAMPLES TAKEN]
    1 Jar
    : 6 Cout
    5. NAME OF DRILLER
    14. TOTAL NUMBER CORE BOXES
    ~~~~~~~~--------------~
    Black
    15. ELEVATION GROUND WATER
    6. DIRECTION OF HOLE
    ISTARTED
    'COMPL
    0
    16. DATE HOLE.
    rETE
    o
    VERT.leAL
    0
    INCLINED
    PEG. FROM VERT.
    '
    6
    May
    :
    6
    May
    1964
    7. THICKNESS OF OVERBURDEN
    17. ELEVATION TOP OF HOLE
    e. DEPTH DRILLED INTO ROCK
    18. TOTAL CORE RECOVERY FOR BORING
    %
    19.
    SIGNATURE OF INSPECTOR
    9.
    TOTAL DEPTH OF HOLE
    53.0
    .
    CLASSIFICATION OF MATERIALS
    %CORE BOX OR
    REMARKS
    ELEVATION DEPTH LEGEND
    (Description)
    RECOV- SAMPLE
    (Dril1in~
    time, water
    loss,
    depth of
    ERY
    NO.
    weatherin~,
    etc.,
    if
    si~nificant)
    abc
    d
    e
    f
    g
    0.0
    38.5=
    Water
    ~
    -
    r
    38.5
    42.~
    Gray sandy clay, clay muck
    I--
    =
    v/soft, unable to pickup
    ~
    _
    sample, had to collect sampl
    f=
    --=
    from follm.;ing run.
    -,-
    -
    Weight of 5 rods, tube and
    ~
    =
    kelly, No resistance
    Jar 1
    '--
    -
    --
    -
    --
    42.0
    44.0=
    Light brown sandy clay w/cal
    ;=-
    _
    nod, hard
    Cont. 1
    4.0
    I--
    ~
    ~
    44.0
    46.0=
    Tan sandy clay, v/stiff
    Cont. 2
    3.75
    t=---
    . -
    I--
    46.0
    48.~
    Same as above, v/stiff
    Cant. 3
    3.75 1=
    48.0
    50.0-
    ,=
    Tan clayey sand, fine w/cal
    ~
    --=
    nod, w/sandstone, hard
    Cont. 4
    4.51
    --
    -
    ---.....
    -
    .
    ,-
    --
    50.0
    52.0_
    Tan clayey sand, medium w/cal
    --
    --=
    nod, hard
    Cont. 5
    4.5-1
    =
    -
    -
    ~.
    --
    52.0
    53.0-
    52.0-52.5 Same as above
    --
    -=
    52.5-53.0 White sand, coarse
    =
    =
    _
    hard to mediumCont. 6
    Bottom
    Top
    4.5-1
    0.75
    f=.
    ='"
    ~
    I--
    =
    -
    Water
    Bottomed
    38.5
    f=
    ~
    --=
    Tide
    12.5
    @ 6 :00 AM
    I--
    -
    1=
    -
    -
    I--
    --=
    .
    r
    =
    f=
    ~
    --=
    f=--
    -
    =
    -
    =
    -
    -
    =
    1=
    ~
    --
    =
    -
    .
    r
    I--
    --=
    1=
    ~
    -
    I--
    -
    1=
    I--
    -=
    =
    -
    1=
    ~
    I--
    ~
    r
    -
    =
    1=
    I--
    -
    =
    L
    ~
    -
    1=
    --=
    ~
    =
    ~
    ENG FORM
    1836
    PREVIOUS-EDITIONS MAY BE USED
    (EM 1110-1-1801)
    PROJEc-rrorL
    .
    v"~
    IHOLE NO.
    I APR 63
    Christi Waterway
    3ST-41

    alt
     
    ..
    /
    .1
    I
    !
    I
    i
    !
    I
    ,
    !
    ~
    1
    ,
    i
    I-
    .!
    I
    I
    I
    '1
    I
    I
    ~
    i
    I
    I
    .!
    I
    I
    .1
    I
    I
    «~t-·
    ~~$"
    .;r
    .;y
    ---- ---------------------
    'PAce V\j'
    './</
    LOG OF BORING NO.
    3~;
    j-
    "~/C"9
    TVPE:
    ...
    ~
    ~
    ..
    w
    ..;
    0-
    "
    I;;
    "
    '"
    4
    C
    '"
    I---
    Ii
    §
    I,
    ~
    C
    j
    1-.
    "
    ~
    l.
    ,.-',.
    '-.,-)
    L,j.
    §S,.
    1,')-
    l=
    SIj
    ,
    (f)
    3
    ' ,I
    I
    Y) •
    .:she;
    0'-/
    Tube
    LOCATION:
    ...
    ~
    :r
    ~
    DESCR'PT'ON OF
    MATER'A~
    ..
    ~
    0
    .J
    SURF.
    Et.:
    WATEi<3i?C:'
    7"1
    'DP
    ---I-
    7.
    S
    :d
    /.,:
    tV
    AM
    L141-iT TAN,!?E'oc.I;)
    ; G-21\y
    S/II-JDY c"'Ll'/,
    )
    4
    ',2.
    At2.-
    (d
    c.,.; L •
    .
    J',_)
    <)
    D
    .s
    /.~ ~
    ..,'-,
    "" - ?
    0--
    5?n
    HARV
    () -''!:'75
    c_
    LiZ
    TAN
    CLA.'yE..Y
    ..SA
    AID
    w)6;~L
    .
    \,... /<
    .J-...J<:)D.~
    /"
    '----,.-..-"._- ......,
    .......
    4_Q2...
    _
    SZ9.
    I/STIFF
    -
    flAk.D
    L.~:::
    £::0
    CJ -
    6'3-
    3;,.:,:
    -""
    o •
    ...
    s.
    c~
    I
    I
    c;'
    ......,:
    10-
    II
    {.
    \,
    CONPlEnON OEPTH
    OATE
    OEPTH TO WATER
    IN BORING
    SWN266(CI
    1.1.
    AUG 62
    -----:-------:--------