---
    •.. -
    ..
    '
    DEPARTMENT OF THE ARMY
    DIVIIiOIt Southwes tern
    I.STALLATION Galv Dist, Eng Div
    HOL£ NO.
    ,. PROJECT
    Mat-:::/O'n'l"'rb Reservoir _Site
    2. LOCATION (coordln;,-,..--,;;,- S"fiifiOft)
    ). DRILLING AGENCY
    3ST-2
    1
    SHEET
    OF
    DRILLING LOG
    U. S. Army Corps of Engineers
    Ja. HOLE'-N«L
    '(A.-.-.I'i-.II
    011
    4",.-.---rial tH/ •• 1III fi& 110.)
    3ST-2
    5' .O.E OF ORILLER
    Watts
    6.
    OlRECTION
    or HOLE
    7'
    THICKNESS
    OF OVER-
    c::J VERTICAL
    C::J
    INCLINED
    VERTICAl
    BUROEN
    1
    8
    '
    DEPTH
    DRILLED
    INTO
    ROCK
    1
    9, TOTAl
    DEPTH Of 16 0
    HOLE
    10.
    SIZE
    AND TYPE OF BtT
    11- DATUM rOR ElEVATION SHOWN
    112'
    MANUFACTURER'S DESICNATION OF DRill
    Shelb Tube _ 3"
    (TB"
    ~
    MSL)
    13'
    TOTAL NO. OF OVERBURDEN
    SAMPLES TAKEN
    1.. TOTAL
    16.
    n
    _.-
    ic;.TIUlllrn
    ..----2 Jars
    10
    IUNOISTURBED
    6----C~~t--l
    :gxE;ORE
    1
    15, ELEv.
    GROUttO
    W.t.T[R
    I
    ST
    ~~TJ5~C
    17..ELEV.
    TOP OF HOLE
    r
    2../. 7
    Ie.
    TOTAL CORE
    RECOVERY
    FOP
    BORING (to)
    19. S
    ICNATUR[
    OF INSPECTOR
    o
    HOC
    I <;f"!:>\W'l963
    ,"' .. ...--1
    DEPTH ILEGEM
    CLASSIFICATION OF MATERIALS
    (D ••
    er ;pt;.,.)
    IICmO~
    RECOV
    SAMPl
    (Drililft,
    ri_ ••• ,.,.'
    I ...... ,.tlt.f
    Q .•
    O
    2 •. Q -
    0.0-1. 0 Gray
    is
    'l.n.cC>w/tr clay
    -.-1 ....
    'w7giat-sro8ts~;':;'''~''~--''-'''---
    1.0-2.0 'Gray sandy clay hard
    ERY -
    NO.
    •••
    t"rl"~
    • te.,
    U .',rtllle ... ')
    (,,\~,\
    o<",'"-,~,~,_;._I~
    .•
    M~-","·''"''
    r')
    (,j!>""
    Cont. 1
    4.0
    )
    .. :.:.0 ..
    I~;()C3
    ......
    lG::':;?:.
    ~~:,dy
    clay, .. h.ard .... .
    C,~".
    '\
    f"~
    ~<-""-
    _"'~.""
    Cont •. 2
    4.0
    4.0
    6.0
    8.0
    10.0
    12.0
    14.0
    01
    /
    1\.'¥'1
    \X~
    6.0:
    Tan w/gray clay
    vis
    tiff
    ~
    .
    . o,,:"'c,.
    ..
    I
    .-.J
    ;~,.f:;-.
    .
    .r"".
    -(J
    V
    "
    Cont.
    moist
    8'1
    Tan: clay stiff w/tr
    nod
    . _
    -...-~-
    ..... -
    -~-.,
    •..
    ,,~".-
    ... -- ..
    ".,,~cJ-"'··"~~~,
    .•• , .. _"" ' .. '"
    ,·~~·
    __
    "'_"o,;_,~,
    sandstone
    '." - .. -"""-"" • ...-.-,<l
    r
    ..
    ~".~".
    .•.
    t,
    ':~"'/
    .. ".
    --"',
    Cont •
    10. G-
    12. G-
    14.0-
    16.0-
    ...:I
    Tan
    sandstone
    silt
    ;'llc1ay
    nod med
    seams
    mOist~_:,'.L,_
    and '"
    'k
    ...
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