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U-S-C-S-
i LABORATORY FIELD
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SOIL DESCRIPTION
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CONSTRUCTION - -.3
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GP an Y. 4 - bro.-it. moist, ense,
a fine -gained (coarse- to fine-grained sand)-
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p rounded to subrounded.
(FILL)
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$ath SA\in
ilium
with light brown mottling, mots[, medium
light broTm ,
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SIS-1 I dense, fine-grained, rounded to
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subrounded.
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itl (FILL)
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SI62 1
- grades to gra). loose. and moist to wet.
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Sig-3 PT - PEAT: dark brown, moist, very soft
-GLACIAL FLOODPLAPI
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2
(POST
'- -- DEPOSIT)
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—�-San y l;m-
sand, l
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tine -grained
interbedded with lat.(POST-GLA.41'�DCz
McP'ol
oring comp et eet
BGS. Groundwater was not encountered in
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this boring. Hole was backftlled with
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bentonite chips, and sealed at the surface
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w tth cement-
DRII. LING METHOD: HSA
a
[,ATE DRILLED: 2-2-01 SURFACE ELEt."ATION
(feet): DRILLER: Gregor. Drifting
LOGGED BlF. Ret—rt TOTAL DEPTH (feed: 11.5 CASING SIZE: Nooe
DIAMETER OF BORING (ie):
REATEVA ED Bt: Gar. Beclhim Fry'S Superstore 430 FIGI
RE
Renton. NNashington
adKLELNFELDER
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ENVIRONMENTAL ENGINEERS
BORI LOG
- GEOTECHNICAL A,tiD
SOILS AND MATERIALS TESTING
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