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CONSTRUCTION
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SOIL DESCRIPTION
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9 S2d
GP
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16 a Sandy GRAVEL: gen
ay, wet, dse,
15 4 medium- to coarse -gained angular to
O rounded.
^Q (POST-GLACIALDEPUSm DPLAIN
D
9 S2-5 GP p GRAVEL with Sand: gay, wet,
9 O cl
fine -gained with trace fines, angular to
a Q'
subrounded.
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(POST-GLACLAL FLOODPLAIN
DEPOSIT)
I
ilty CLAY: brownmoist tolightly
to moderately plastic, interbedded
i:h a 2^ seam of gay fine -gained sand.
(POST -GLACIAL FLOODPLAIN
DEPOSIT)
S2f
j
2 S2-7
2
1
PT = " PEAT: dark brown, moist, soft.
_ (POST -GLACIAL FLOODPLAIN
DEPOSIT)
o
PT _ PEAT: dark brown, moist to wet. medium
stiff, wood fragments.
(POST -GLACIAL FLOODPLAIN
DEPOSIT)
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' - - - - - - - - - - - - - - - -
' SAMPLER L] CaI. (3"OD) u SPT i"' OD T7 PE a Split Sp000 S lit S 1
p poan
C ore , Sbelb. �-
IJ Sample Tu crab
- 10
"HAMMER as EIGHT 300 ibs 1401bs
be
<
(30" Dropi )30" Drop)
Fry's Superstore #30
KLEINFELDER
Renton , Washington
FIGCII2E
GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
A -3b
SOILS AND MATERIALS TESTING
'ECT
BORING LOG
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NUMBER: 60-2136-01
B-2
P AGE 2 of J