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U.S.C.S.
LABORATORY
FIELD
— WELL/PIEZO ' ,� (:: F
— CONSTRUCTION —
— -� m
'.F5 �, m SOIL DESCRIPTION
LxF-
..
3 gp y: i F
gym`
Ep'
y p
I
me <
_1 102r6V2001 X.
02 01 2001 a
10 -
.-1
A halt
GP wt rown, mot
1 !� ��
_ -
eto coase-grained, angular (crushed
I GP
f
subrounded.(FILLIv
t�,Io
A �.: rown, moist, erase to
p
�o von dense, fine-grained with fine- to
= s
coarse -grained sand rounded to
I
c
subrounded.
(FILL)
z._.
_
&II, SAND/Sandy SILT with Gravel: gray
1
to gm y-brown with trace yellow-brown-
6 ' S9-1 ittotthng, moist, medium dense, fine- to
—
_ 10 medium -grained sand with fine- to
—
I 12 )` coarse -grained gravel, very slightly plastic.
_
rounded to subangular.
— —
(FILL)
)
r.
f Groundwater encountered during drilhng._z
<O
z—
SS-2 bm 1 SILT: yellow, moist to wet, stiffto very
<
stiff, trace fine-grained gravel and thin
<
R seams of fine- to medium -grained sand.
m
i (POST -GLACIAL FLOODPLAIN I
DEPOSIT)
w<
- grade to gray to gray -brown mottled silt I
F U
with trace fine-grained gravel and trace
<<
• W-3
f
1®
- DATE DRILI ED: 2-1-01 St FFACE ELE%ATION (feet):
LOGGED BF: F. Rein TOTAL DEPTH (f-M: 61.5
REVIEWED B1 Gary B,kb.m DIAMETER OF BORING (in):
- KLEINFELDER
GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING
of
C z
SPT appears to hace been pounded through z
a buried log or tree. Sample recovery was < �-
just wood fiber. ^ _
(POST -GLACIAL FLOODPLAIN :
DEPOSIT) f
"I — Silty SAND: gray, wet, loose to medium
DRILLING METHOD: HSARotar.
DRILLER: Grogan Drinitag
CASING SIZE: Nome
FrN's Superstore #30 FIGURE
Renton, Washington
A 40a
BORING LOG
R-9 I PAGE 1 of a
I