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TESTING PROGRAM
I.S.C.S.
I_
LABORATORY
FIELD
SOIL DESCRIPTION
W"ELLIPIEZOU>
-_ CONSTRUCTION
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A halt ( ars to be 2 la
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i Q Sandy UICA, ImL_: Oro—, inn, , }
fine-grained (coarse- to fine-grained sand), <
D rounded to subrounded.
(FILL)_ _ v'
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' 1 � � ''.Sand)�f1.TS,Tty3.+.ti�wirFC`iravel gay � O
with gray -brown and yellow -brown
13 S19-1 inotthng, moist, dense, fine -gamed,
1 rounded to subrounded.
IS (FILL)
j
I I
5 � � I 9 519-2 -grades to gray -brown, rtted,um dense.
9 trace fine -ginned gras el.
9
10
Y,
Drillers encountered goundw ater dunneSP _
drilling. -
S19-3 P.I. SAND: gay, wet. loose, fine -gained, )
u subrounded to subaFILL) . �.
2 - — FILL)
OL
-�- (POST -GLACIAL FLOODPLAP,* F-
DEPOSI F
rgani : gray, so , wet, s t t y T
plastic, lenses of slit) fine-grained sand and i
trace peat wood fiber.
(POST -GLACIAL FLOODPLAIN
DEPOSIT)
onng completed to a oepm of 115 feet i
BGS. Groundwater as encountered at a <
depth of 9.3 feet BGS to this bonng. Hole
was backfilled wnh bentonne chips, and
sealed at the surface with ttrnent.
DATE DRILLED: 2-2-01 St. RFACE ELE% ATION (feet):
t LOGGED BY: F. Rein— TOTAL DEPTH (feet): 11.5
RF%7Ew"ED III: Gar. Bee►hnm DIAMETER OF BORING (I.):
i
r'g JIMM KI-EINFELDER
3� GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
NTESTING
SOILS AND MATERIALS TEING
PROJECT NUMBER: 60-213"1
DRII.LING METHOD: HSA
DRILLER: Gregory Drilling
CASING SIZE: None
Fv 's Superstore #30 FIGURE
Renton, Ni ashington
A -20
BORING LOG
13—I9 PAGE 1 o11
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