alt
    HOLE NO
    3ST-110
    1.
    PROJECT
    DEPARTMENT OF THE ARMY
    Port Aransas-Corpus Christi m
    SHEET
    OF
    DIVISIOII
    SOl11~'Qlii7Qst,riil12'a
    2. LOCATION
    (e.orG.nene or 3'.'1011)
    IISTALLATIONGalv Dist,
    En~
    Div
    Aransas Pass
    .
    ). DRILLING AGENCY
    DR ILlING LOG
    u
    S. Armv CorDs of En"ineers
    .-
    11. HOLE NO. (Aa'.•"-,, Oft ar •• ,n, ru,••no' ,.,. NO.)
    5'
    NAME OF OR ILLER
    3ST-110
    Black
    6.
    DIRECTION OF HOLE
    7. TH ICKNESS
    18' DEPTH
    9.
    TOTAL
    c:::J VERT leAL
    CJ
    INCLINED
    ~::~:~~L·""
    OF OVER""
    OR I LLED
    DEPTH OF
    BURDEN
    INTO ROCK
    HOLE
    52.0
    10.
    SIZE AND TYPE OF 81T
    11. DATUM FOR ELEVATION SHOWN
    112'
    MANUFACTURER'S DESIGNATION OF DRill
    Shelbv Tube - 3"
    (TBII
    or
    MSL)
    I). TOTAL NO. OF OVER8URDEN SAMPLES TAKEN
    11..
    TOTAL
    115'
    ELEV.
    l16'
    DATE HO",
    OI'TUR.'~
    Jars
    UNOI>TU•• ,O
    6 Cont
    I
    :giE~ORE
    GROu.D
    lilT ARHO
    j(
    COMPLETED
    WATER
    o Aor
    o ADr 1963
    11.
    ELEV. TOP OF HOLE
    18' TOTAL CORE RECOVERY FOR
    19.
    SIGNATURE of INSPECTDR
    80RING (S)
    ELEVAT ION
    DEPTH LEGEN
    CLASSIFICATION OF MATERIALS
    I:E~~l
    ;~~P~~
    (DrlI11.'
    rJ",tl.t,,~'r.~~
    J....
    rla",It .,
    (D••er
    ipt
    iOlt)
    ERY
    NO'
    " •• ,,,,,,., •
    • te .•
    JI
    .',nllle.-.'),
    0.0
    34.0..;:
    Water
    f=
    -
    r--'~-
    I-~-'---.-'---~,-~----.--,--~~
    ..-
    ~"""~'~n,,"
    ~---
    -.--,."".'-~'---'"'-"'''''''
    .
    I-
    34.0 37.Q....
    Dark gray silty redeposit
    l-
    I=""
    :
    material
    Jar 1
    f
    i
    ,
    ,
    I-
    -
    '7
    D'
    ~
    1
    37.0
    40.ll:
    Dark gray silty redeposit
    ~
    -
    material
    Jar 2
    =-
    ..;:
    ,
    -
    -~
    ........
    --
    ---
    ..
    1-'
    ---
    =-
    40.0 42.s.:
    Light gray clayey sand w/cement
    d
    -
    :
    sandstone, hard
    Cont.
    1
    4.51
    =-
    --
    ..
    ,---------
    -
    .-
    -----_._---,
    r--
    42.5
    45.cL
    Dark gray. tan shell, hard
    Cont. 2
    4.51
    ~
    . -"--- .. _."""-
    .
    __...._-
    --.---
    ---~.~---
    ...
    --------,---~,"--------~,---.-,-.
    ~."--
    ---.----,------.--.•.-.-"'-
    ...
    ---~,~.-~,.--.--
    f:::
    45.0
    ,-
    L,7
    5-
    .£':'.:!~.~:.::~~.~an _~an:!} so~~.
    __.___
    Cont.
    3
    0.25
    f:::
    ---
    ---
    ---'~-
    ---_.._....
    __
    ..
    _...
    _..
    _
    ..
    __
    -
    ...........
    I--
    47.5 50.0:
    Light gray clayey sand v,/coarse
    I-
    :
    sand, v/stiff
    Cont. 4
    3.5
    r-
    ~
    -
    =-
    50.0
    51.0:
    Dark gray clayey sand w/tr of
    -
    :
    shell
    Cont. 5
    L,.5f
    -
    51.0 52.0:
    -
    Tan clayey sand ,,/shell cemente
    v />Irr'£
    ~
    Cont. 6
    h
    rl"
    vc!
    -
    :
    w/sand, stiff
    -
    -::
    Bottom
    =-
    :
    Wind 5 MPH
    =
    ..::.
    Tide 1.5
    16:00
    AM
    -
    :
    -
    =
    r-'
    =-
    -:
    -
    ~
    -:
    =
    ~
    -
    ~
    -:
    I-
    -::
    ~
    -
    f=
    ~
    f=
    -
    ~
    :
    -:
    I-
    f=
    -::
    I=""
    ..
    -