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

    alt
     
    Hole No.
    3ST-22
    DRILLING LOG
    DiVISION
    II>tSTALLATION
    I
    SHEET
    Southw..__ern
    Galv Dist, Eng-
    "
    OF
    SHEETS
    1, PROJECT
    10. SIZE' AND TYPE OF BIT
    Port Aransas-COrpus Christi Waterwav
    '," DATUM FOR ELEVATION SHOWN
    (TBM
    or
    MSL)
    2. LOCATION
    (Coordinates or-Station)
    12.. MANUFACTURER'S DESIGNATION OF DRILL
    ,. QI'IL'-'NG AGENCX
    U.
    ~.
    Army
    ~orps
    of Engineers
    4. HOLE: NQ.
    (As shown
    on
    dr8win~
    title
    I
    ..and-
    tHe. number)
    3ST-22
    13. TOTAL NO. OF OVER-
    i01STURBED
    BURDEN SAMPLES TAKEN!
    5 Jars
    lUND1STURBED
    : 2 Cont
    5. NAME OF DRILLER
    Black
    6. DlRECTION
    of
    HOLE
    D.VERTJCAL 0
    INCLINED
    '"
    THICKN~SS
    oF' OVERBURDEN
    e..
    DEPTH qRIl.l.ED INTO ROCK
    9. TOTAL,.. DEPTH OF HOLE
    ELEVATION 1 DEPTH ILEGEND
    a
    I
    b
    c
    0.0
    35.0=
    35.0
    36.0-
    36.0
    38.0-
    38.0
    I
    40.0-
    -I
    40.0
    I
    42.JC
    42.0
    44.0-
    44.0
    I
    46.0=
    46.0
    I
    48.0-
    48.0
    I
    50.0-
    50.0
    I
    52.lL
    DEG. FROM VERT.
    52.0
    14. TOTAL NUMBER CORE BOXES
    IS. ELEVATION GROUND WATER
    16. DATE HOLE
    ,
    ISTARTED
    • 1 Mav
    17. ELEVATION TOP OF HOLE
    la. TOTAL CORE RECOVERY FOR BORING
    19. SIGNATURE OF INSPECTOR
    :COMPLETED
    1
    May
    1964
    %
    REMARKS
    CLASSIFICATION OF MATERIALS
    (Description)
    d
    % COREl BOX OR
    RECOV~
    SAMPLE
    ERY
    No.
    e
    f
    (Drilling time, water loss, depth of
    weathering,
    etc"
    if
    significant)
    9
    Water
    No recovery, same as below
    Dark
    gray and black clay
    v/soft, wet
    Dark gray silt w/fine sand.,
    and shell
    Gray fine sand w/shell
    and small amount of clay
    Same as above
    Fine small gravel
    Small gravel cemented wlsand
    and clay, hard
    No recovery, same as above
    Small gravel w/sandstone
    cal nod, held together
    w/clay and sand, hard
    Bottomed
    The
    fact that there were no
    drive test has been noted
    an,
    called to the Driller's atte
    Jar
    Jar
    Jar
    Jar
    Jar
    Cont.
    Cont.
    tion.
    1
    2
    3
    4
    5
    1
    2
    4.51
    4.51
    ENG FORM
    1836
    1 APR 63
    PREVIOUS'EDITIONS MAY BE US EO
    (EM
    1110~1~1801)
    PROJECT
    Port Aransas-Corpus
    Chris
    tiWatet"I\T~Y
    .._..
    IHOLE NO.
    __....:l.SJ:'-".Z2__..

    alt
     
    ~:.t
    ~:y
    ~~~;
    ~-'~:'f
    -.~'
    PCN""7
    A
    R /I /I/.:t.-')
    .:f
    ..
    .J'5
    r::
    I 2-
    C
    c;
    /rffj'!:J'<;.{
    .;;"<:::#
    A?/
    J7/ .. LOG OF BORING NO. ... @
    WAIEA?!~V-"fy
    ..
    TV":
    :1
    '''..5
    A~
    v
    --;-;;
    .6.e.....
    LOCATION:
    .
    POCKU.
    ~TROM!TDt
    TOtfS
    I
    SQ. ,T.
    ..
    t1)
    ~
    ..
    ~ ~:.
    ~
    .... =....
    ~,
    ___
    ~O~.,
    __
    ~,~.o~.
    __
    ~I~'
    __
    ~.~.O
    __
    ~'~'
    __
    ~'~O
    __
    ~
    "-
    ~
    115
    -'
    ;s:
    ~a...
    -
    a.
    a
    Q.
    DESCRIPTION OF "ATERIA'-.
    a....
    PLASTIC
    WAT!"
    LIQUID
    ~
    ~
    ~
    I
    I:
    ~
    I
    LlMtT
    CONTENT,
    ~
    ,
    LIMIT
    w
    ....
    o
    en
    .111
    0
    !"".
    +---------------e---------------
    +-'
    ~
    SURf.
    [I".:
    10
    10
    10
    110
    50
    ~o
    .
    I--:-
    f-.
    .•
    f-
    W;f;Jler
    t~-'<:7
    ..
    I--
    .
    ~-.
    -
    .fl/8ck f<?<JjJYC/Ci?/
    .
    ,
    .
    131
    ¥..
    S.Vf-(C'a-.1(O)
    ~
    ~
    c..
    .
    _~Ic:e.-I.J~'
    J-
    .
    191
    1--::- L
    .'
    '
    III
    I \),
    . .• .. /
    1". ,"
    .~
    ,
    '~(i
    ..... '.
    ... '.
    ./
    S.
    G.
    "'",yCA-yey
    6':~J~//;"
    .. -
    iV./
    '. <
    1/ .-i
    ==:5
    S;;J,.,d
    ..
    '
    '. '.
    ,'.
    ~(,rj
    Cldj$!1
    ti
    r-<! vtl':J
    /
    ~
    C.
    ~
    .:-7
    0
    /~",.:r.e.~.x..<.....4»
    1
    := ........ '/.
    '--
    I ,
    ~
    -/1,''0.,',
    '.
    i....
    "'_SA
    • .,,6
    .'.
    '.
    I--
    1-6~"'"
    .-_.
    •:c.J.".:__
    o-Lh--'"
    ,.
    . '.
    .
    ~,
    -.
    1-,--
    .--+---I-++--I--'--f-.....;..-I---I
    ~ ~[!
    I
    /.'S:/!";';' /
    <J,
    -~-'.2d
    ,)/ ...
    I'
    I--
    G
    6,-ay
    .f""/7
    '{~""dy
    I.'
    I~
    II
    G~S'lb<;a>,.,c ~·Z;"",,q.I(C;
    f1)
    M-S'"
    M
    G>
    aye/
    ". ,.....' .'. '. '.
    ..
    -:::I;t-..
    f-
    IJI
    •.
    ,&I'.
    ;"<4--.J.....
    .'
    ~,
    '"
    \.p
    ..J
    ,....
    IaN C/i5'yl!:( <Sra
    r
    e:-'7
    ; ".
    '
    J.tf1
    c..)
    )--
    1;;:!:~<"d$O>/7d,h~rd
    .•
    -re~CIa.(j'1t)rl,,~~/£):::.f:
    I- ,-
    1/f.-,$:O
    . 3-$2.:2.'-
    01
    U
    vvl.;.
    '
    I--
    t=
    s
    ~"
    -' ,
    ",;2;.-.~~
    ,