alt
    .
    _. -
    ~
    /
    HOLE .0
    3ST-9
    1. PROJECT
    DEPARTMENT OF THE ARMY
    Viola Ship Channel
    SHEET
    Of
    OIYISIOII
    ScntbwesteI.:ll
    2. LOCATION
    (coorGua.,•• or
    ~
    ...
    tJon)
    liSTALLAT I011
    Galv Dist,
    En~
    Div
    Sta.
    1505100
    83.0 N centerline
    ,i' ..
    DR IlllNG lOG
    ). DRILLING AGENCV
    U. S. Army Corps of En"ineers
    u, HOLE NO.
    (A-
    en_n on tJ,. •• ,n,
    (.HI•
    .. _
    rll.
    N0.)
    5.
    NAME
    Of DRILLER
    3ST-9
    Ross
    6'
    DIRECTION OF HOLE
    7. THICKNESS
    lB' DEPTH
    9. TOTAL
    CJ VERTICAL
    -'
    CJ
    INCLINED
    ~;:~;~~L·m
    Of OVER-
    DR I LLED
    DEPTH
    or 46 5
    BURDEN
    INTO ROCK
    HOLE
    •.
    10.
    SIZE AND tVPE OF BIT
    11.
    DATUM FOR ELEVATION SHOWN
    112'
    MANUFACTURER'S DESIGNATION OF DRILL
    (TBII
    or
    ItISL)
    I). TOTAL NO.• OF OVERBURDEN SAMPLES TAKEN
    11..
    TOTAL
    r5' ElEV.
    16.
    AT
    HOL
    o
    !>TURBEO
    UNO 1ST URBED
    I
    :~XE~ORE
    GROUND
    I
    5!/"TE0
    C~MPlnEO
    WATER
    Jan
    Jan 1962
    17' ELEV. TOP OF HOLE
    lB' TOTAL CORE RECOVERV FOR
    19. SIGNATURE OF INSPECTOR
    ,
    BORING (S)
    .'.
    J,
    CLASSIFICATION OF MATERIALS
    ~Egg~:
    I
    ;~~P~:
    (DrlllJ'a,
    tJ_
    .W;~~~~~
    INa. d.",h 01
    ELEVAT ION
    ' DEPTH
    LEGEM
    (D••
    cr ipt Jon)
    ERV
    NO.
    " •• therJn, .•tc .•
    11
    .1,nllleent)
    0.0
    '
    'l.~_
    I ll.v_
    Water
    :
    -
    11.0
    l~:O:
    Gray silty sand plastic w/sheiJ
    ....
    -
    w/sarne
    clay
    Cant.
    I
    0.50
    u
    .
    ~.Y
    ,.,;
    14.0
    i
    15."0:
    Same as above
    Washed
    p
    -
    ,.
    -
    15.0
    17.Q:
    Gray sandy clay v/soft w/shell
    I
    .J
    -
    No test 1 blow drove tube 0.7'
    -
    2nd blow drove tube below 17'
    -
    Jar
    1
    i
    :/
    17.,0
    Jio.O:
    Same as above
    Washed
    ,
    -
    .
    -
    20J.O
    22 .
    .Q:
    Gray sandy clay soft w/shell
    -
    w/silty sand pockets
    Cont.
    2
    0.25
    z-:.>}J:'
    '-"""'.""','.,,,,,'
    22.0
    2St.sr.
    Same as above
    Washed
    -
    25.0
    27.0:
    Gray silty sand v/soft ",/sarne
    -
    clay pockets w/shell
    \~/some
    ~
    ;=
    gravel
    Cont,
    3
    0.0
    ,/ -
    27.0
    30//.2:
    Same as above
    Washed
    '.1
    _
    30.0
    3~.0:
    Gray silty sand coarse grained
    ;i
    "
    ~
    -
    w/gravel washed sample
    t:
    [
    :
    No recovery
    ,.
    -
    30.0-30.5 No count
    .' '
    -
    30.5-31.0 3 blows
    '!,.
    ,
    ~
    31. 0-31. 5 4 blows
    '
    -
    ,
    I
    :
    31. 5-32. 0 No count
    Jar 2
    .
    .'
    -
    35.~
    .'
    >32 •.
    Q
    Same as above
    Washed
    ';1
    !
    :
    35/0
    37&
    Gray Silty sand med grained
    ,
    '
    ,
    -
    Washed
    w/gravel
    sample
    i
    -=
    No test 100, blows peneteated
    )"
    :
    less than 0.5'
    Jar
    3
    !
    ,
    !
    -
    '37.1i)
    40.j[
    Gray silty sand w/gravel w/some
    ,=
    sandstone nod w/some clay balls
    Washed
    ~""t\
    .
    :
    ~'k,
    40.0
    41.2:
    Light gray clay hard w/silty sa
    pd
    -
    layers w/caliche and cal nod
    Jar
    4