alt
    ····,iC."~'
    HOLE HO.
    ,:)iJJ.-~
    'i.
    i;;"'" .
    I.
    PROJECT
    1
    SHEn 1
    DEPARTMENT OF THE ARMY
    phannel to Viola
    OF
    OIVISIOIt
    Southwestern
    2. LOCATION
    (COOrD,,..' .. or
    Stat
    10")
    IHSTALLATION Galveston District
    Sta
    1475/00
    130
    I
    N (to
    DR ILL! KG
    lOG
    3'
    DRILLING AGENCY
    U. S. Army Corps of Engineers
    u.
    HOLE NO.
    (A-
    an_It
    on ar•• ,"'
    I"HI..
    enG'
    rl.,.
    N0.)
    ~.
    NAME OF DRILLER
    3ST.'3
    Smith
    6.
    DIRECTION OF HOLE
    7.
    TH ICKNESS
    18'
    DEPTH
    19'
    TOTAL
    c::::J
    VERT ICAl
    c::J INCLINED
    ~;~~;~~l·
    '"
    OF OVER""
    DRI LLED
    DEPTH OF52
    5
    I
    8URDEN
    INTO ROCK
    HOLE
    10.
    SIZE
    AND TYPE OF
    BIT
    11.
    DATUM FOR ELEVAT ION SHOWN
    112'
    MANUFACTURER'S DESIG.ATIO. OF
    DRILL
    (TBM
    or
    MSL)
    13' TOTAL '0. OF OVERBUROEN SAMPLES TAKE.
    II.'
    TOTAL
    r~'
    HEV.
    16.
    A
    HOL
    OISTU'.ED
    UNu." UMotO
    I
    :gxr~ORE
    GROUND
    1126"' :fan
    1
    2"6' \rilll
    62
    WATER'
    17.
    HEV.
    TOP OF HOLE
    18'
    TOTAL CORE RECOVERY FOR
    19.
    SIGNATURE
    OF
    INSPECTOR
    80R ING (S)
    ELEVATIO'
    DEPTH
    LEGE.
    CLASSIFICATION OF MATERIALS
    I
    ~E~~~~
    I
    ~~~pr!
    (Drlllllt,
    tj_; •• t.r loa ••
    dep,,..1
    (D••
    er
    ipt
    ion)
    ERY
    .0'
    " •• tlterl"" ••tc., Jf
    a/,nlllea ..')
    0,0
    2.5
    Brown & gray silty Cl.
    r-
    sand w/grass roots
    Jar #1
    r-
    2.5
    13.0:
    -
    Very
    loose~acked
    silty
    I--
    ~
    :
    Cl. sand w decayed veg,
    1--.
    -:
    No resistance to push
    No
    sampl~
    t=--
    13.0
    15.~
    13.fj-14~0 ~.
    blows
    -
    =
    -
    -
    14.0-14.5 .' blows
    =-
    :
    Fine brown & gray Silty
    :
    Cl.
    sa~d
    w/decayed veg.
    Jar #2
    =
    15.0
    18.0.:
    -
    Med brown & gray silty
    =-
    -'
    :
    sand w/some small gravels
    No sample
    =
    -
    :::..-
    18.0
    20.0.:
    Same as above
    Cont
    #1
    r-
    -
    )
    1=
    20.0
    25 •
    .0:
    Same as above
    No sample
    ~
    25.0
    27.S:
    -
    Very
    stiff gray Cl. sand
    1=
    I-
    w/cal nod
    Cont #2
    3.75
    I-
    -
    ~
    27.5
    30.0:
    Hard brown sandy cl.
    l-
    I-
    -:
    w/sand stone nod.
    Cont #3
    4.50
    I-
    t=--
    30.0
    32.S:
    Same as above
    Cont #4
    4.50
    I-
    ~
    32.5
    -
    ~
    35.0:
    Hard gray sandy Cl
    -
    w/cal nod.
    Cont #5
    4.50
    I-
    ~
    -
    Fine to
    ~d.gray hard~
    ~
    35.0 38.0:
    :
    packed sand w/cal nod.
    ~
    No sample
    ~
    -
    ,
    I
    38.0
    40.0:
    Med. gray silty cl. sand)
    f-
    r-
    :
    'f/eal nod
    r"'-/
    Jar #3
    r-
    -
    ,
    =-
    ~
    ....
    40.0
    42.5:
    Hard gray sandy el.
    ,
    =
    ,/
    -
    w/cal nod
    Cont #6
    4.50
    =
    ..::.
    -
    42.5
    44.0:
    Hard gray Cl. sand
    =
    :
    w/cal nod
    Cont #7
    -
    44.0 48.0:
    -
    Hard packed gray silty
    =-
    :
    sand w/cal nod.
    No sample
    -
    ~l
    :;:
    -