1. 3ST-43
    2. Attach lg doc 21 and 22.pdf

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    1
    0lVIS10N
    DRILLING LOG
    Southwestern
    1. PROJECT
    Port Aransas-Corpus Christi Waterway
    2. LOCATION
    (Coordinates-
    or
    Station)
    3. DRILLING AGENCY
    U. S. Armv Corps of Engineers
    4. HOLE NO.
    (As shown
    on
    drawin~
    title
    1
    and (jJe
    number)'
    3ST-43
    5, NAME OF DRILLER
    Black
    6. DIREC,TION OF HOLE
    D
    VERT.lCAL
    D
    INCLINED
    7. THICKNESS OF OVERBURDEN
    8. DEPTH DRILLED INTO ROCK
    9.
    TOTAL DEPTH OF HOLE
    DEG. FROM VERT.
    .52.5
    Hole No.
    3ST-43
    II~STALLA
    nON
    r-ol'1.7 n-ict-
    Rna
    n-i'1.7
    I
    SHEET
    OF
    SHEETS
    10. SlZE AND TYPE
    of
    BIT
    11. DATUM FOR ELEVATiON SHOWN
    ,-(TBM
    or
    !"1SL)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    13. TOTAL NO. OF OVER-
    101STURBED
    BURDEN SAMPLES
    TAKEN I
    2
    Jar~
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROU'ND WATER
    {STARTED
    : 6 May
    16. DATE HOLE
    17. ELEVATION TOP OF HOLE
    Ie. TOTAL CORE RECOVERY FOR BORING
    19. SIGNATURE OF INSPECTOR
    (UNDISTURBED
    ,
    , 2 Cont
    'COMPLETED
    : 6 May 1964
    %
    -
    ELEVATIONI'DEPTH ILEGEND
    CLASSIFICATION OF MA.TERIALS
    %
    CORE IBOX OR
    RECOV- SAMPLE
    .REMARKS
    (Drillin~
    time,
    water
    Io~~,
    depth
    of
    we8.th"eiin~,
    etc"
    if
    ~ignificant)
    a
    b
    c
    g
    0'.0'
    40'.0'=
    40.0'
    44.U:=
    -I
    (Description-)
    d
    Water
    Gray muck sandy clay, v/soft
    unable to recover, obtained
    sample from side of tube
    Weight of 5 rods, tube and
    kelly, • no resistance
    ERY
    NO.
    e
    ,f
    Jar
    1
    i
    I
    44.0'
    46.~
    Gray clayey sand, w/cal nod
    I
    I
    46.5
    48.0'
    51.0'
    -I
    _........
    von~
    1.25
    I
    / ....
    st~.c.c
    r.nn.....
    1
    48.
    Gray sand w/cal nod
    46.5-47.0' 7 blows
    47.0'-47.5 16 blows
    47.5-48.0' 19 blows
    w/small gravel
    "
    ar 2
    51.0'
    Same as above, washed aVlay
    No sample
    52.5
    Light gray sand w/very little
    clay binder., medium
    Cont.
    2
    0'.75
    Bottomed
    Water
    140'.0'
    Tide
    12.5
    @ 9:30'
    ,~
    PROJECT
    Port Aransas-Corpus,
    HOLE NO.
    Christi Waterway
    3ST-43
    ENG. FORM 1836
    PREVIOUS'e,oITIONS MAY BE USED
    1 APR 63
    .,~
    .. __.___ "__ "_____.."."_...
    ,."~
    ....
    -<:,~
    ..._".
    (EM
    111
    0-1-1801)

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    3:5;-
    TYPE::
    :5 "/1
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    ,;,,"
    L.''.:;:'-,
    LOCATION:
    POCI<!.T. PENETroMETER TONS
    I
    SQ. FT.
    Q
    1.0
    I.S
    2.0
    ....
    ~~
    ..
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    DESCRIPTION OF MATERIAL.
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    PLASTIC
    WAUN
    1.IOOIO
    \.IMIT.
    CONTENT. %
    LIMIT
    + ----"-----
    -----0--------
    -------+
    SURF.
    E:L:
    10
    ••
    •••
    ••
    • 0
    ••
    I
    WAT&R' 10,0
    /1
    OE
    ~
    Z'S-(j)j''SoA:VI
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    Q
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    "
    GRAY f'v!UCK
    ~.
    ~(
    C
    ,[SANDY
    CLAY
    151-&
    'rl/0;r-esl:S t-a ",.a e/ S r"'a$
    /
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    l!q.6e:/.
    '/7<2(/.:/
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