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TES I14G PROGRAM
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LABORATORY FIELD,,
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i SOIL DESCRIPTION
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=_ CONSTRUCTION
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Gravelly SAND: gray to black, wet, dense,
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medium -grained with fine-grained gravel,
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subangular.
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(POST -GLACIAL ALLUVIAL SAND)
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SAND: gray, wet, dense. firer to — — — -
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medium -grained, subangular.
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(POST -GLACIAL ALLUVIAL SAND)
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6.5
Boring completed to a depth of 66.5 feet
BGS. Groundwater was encotnttered
during drilling at a depth of 11.5 feet BGS.
Hole was grouted and backfilled to 15 feet
BGS with bentonite chips. A 15'
piezometer with 10 feet of screen/sand
backfill was installed in the boring, and the
rest of the hole was bacMilled with
bentonite chips. The surfatt of the hole
was completed with a tnonitoring well
monument, anchored with cement. A water
level of 6.86' was measured in the
p-ometer on 2 4, 01.
SAMPLER Cal. (3^OD)
8
`� SPT f2^ OD) p CC—. � S1.be) � Grab 0 Reru. er.
Tl PE Sput Spoon
L Split Spoon
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lbs
--HAMMER K"EIGHT t� U 1 (30 D ) V
Fry's Superstore #30
F1Gi RE
Renton, Washington
KLEINFELDER
A -4d
" GEOTECtINSCAL A.ND ENNTRONMENTAL ENGINEERS
BORING LOG
SOUS AND MATERIALS TESTING
8_3
PAGE ofJ
PROJECT NUMBER: 6627311-01
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