|
I
<br /> •
<br /> 1!' .
<br /> ;-..,' Project:36th Street Sewer Protection Project
<br /> ,-?,..-- Log of Boring B-1-07
<br /> II ,_
<br /> c Project Location: Snohomish,Washington
<br /> Sheet 2 of 2
<br /> (-R Project Number: 33758986
<br /> OP- . ul
<br /> i 1 2 SAMPLES
<br /> ft i c,
<br /> . .- . .._
<br /> • - _
<br /> o .0
<br /> ai -L---• -
<br /> r, RI 6 2. _I
<br /> Ci) '-' MATERIAL DESCRIPTION
<br /> REMARKS AND
<br /> -1-1.— .0 ..c. 0
<br /> a) c 0 CI- 0 DU)# 0) rn.22 OTHER TESTS
<br /> a) LU.._ 0.,E) 0- `-- o 1 b) E 2 (t)
<br /> w >, = (l)V ›..., -•-•C
<br /> C o 0 0
<br /> 7 H Z Ed c r 0 D izt Ci. o
<br /> • ci.- 30 :-..-.::::::
<br /> ;:...7: .f.SW/ Well graded to poorly graded SAND with gravel,trace of wood,
<br /> •. ,
<br /> (a,
<br /> ...-,:„...,... — medium dense,gray,wet,subangular,homogeneous,HCI not _
<br /> . ..,..
<br /> ;?....-::::•:--:- tested
<br /> _
<br /> iaii;11.
<br /> I - 7 ,:8
<br /> w -
<br /> 40 -
<br /> i6 4
<br /> D-7 .,a 44.4
<br /> 1:-) :i:i r-AJ.:•,,,
<br /> N-24 '-:- t'.;Z.i:';':.*:: -
<br /> •, - t o
<br /> • ' o
<br /> :,-::-.---):-.•
<br /> t•-..4:,::::- -
<br /> • -!• o
<br /> a) - .......
<br /> -
<br /> _
<br /> 4:::. _
<br /> 41, t 1-9 L-- !:.•:......i?-
<br /> o 1 D-8 is ::::-....E.;...,.z...:...-.i...:_sp Poorly graded fine SAND,trace of wood,medium dense,gray,
<br /> 55 5 .-.-.-_:-_-.
<br /> -,-,
<br /> N-26 wet,homogeneous,HC1not tested _
<br /> • a.r
<br /> t--.
<br /> • .
<br /> 1 End of hole at 39.0 ft below ground surface at 10:30am on
<br /> 40- -
<br /> 9/20/2007.
<br /> :, !• o -
<br /> O .7
<br /> o -
<br /> c - -
<br /> • 2 _
<br /> - -
<br /> z
<br /> • , _,- _
<br /> izo<
<br /> O - .
<br /> . _ _
<br /> , 1:3 45— — —
<br /> _
<br /> ill/r o
<br /> _
<br /> , .
<br /> • 0- _ - _
<br /> • , w>um'
<br /> w 50— — —
<br /> • ' EL')
<br /> w
<br /> w• -
<br /> 55-
<br /> a _
<br /> Ap.
<br /> RP oz
<br /> c _ _
<br /> Ilk _
<br /> • . i%
<br /> _
<br /> - -
<br /> •li e
<br /> _
<br /> w -
<br /> -F
<br /> 60— — —
<br /> 410( i 1.-0
<br /> Ilk
<br /> Li ,
<br /> 9.
<br /> 0
<br /> • `15, „, 65
<br /> LE f
<br /> _
<br /> 'L 21
<br /> • URS
<br /> g p
<br /> 0, I Figure A-1.2
<br /> i_..
<br /> •
<br />
|