HomeMy WebLinkAbout591 TF_STTNG PROGRAM
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US-C.S.
LABORATORY
FIELD
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SOIL DESCRIPTION
_ WELLIPIEZO m'i
t.:e F F V>
v n '�:+ t`•I
Sin
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- CONSTRUCTIONa: �
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F n I3 � m;
ff
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As halt a to be 2 lavers)
0 CP
e r\e` y wit, moist. se.
fine -gained (coarse- to fine-grained sand) <
'rounded to subrounded.
(FILL) _z
j ; dandy STLirS�ty SA`D: gra}. tnoin to i O
wet, medium drnse, fine -grinned, E-
11 526-1 I ; interbedded with dark brown peat, c
15
13 subrounded to sub`FSLLi
5 J I to S26-2 j ! - grades to gray with gray -brown incrtlinc
10
1
11
and lenses of gray, fine-grained sand.
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I _
Y _
_. _ — _. — — ,
— 1 Groundwater rncoun tered dunng dnllmg. i
z
2 15211-3
PT - -- PEAT: dark brown, motsi, soft.
1
_ (POST-GLACLA L FLOODPLAI' C
_ - 1
_
DEPOST) N
-
Boring completed to a depth of I I .5 feet F
BGS. Groundwater w-as a countered at a <
depth of 8.5 feet BGS to this boring. Hole }
was backfilled with bentontte chips, and
sealed at the surface with cement. z
C
DATE DRILLED: 2-2-10I SURFACE ELEV-ATION O-4):
LOGGED BF: F. Rem— TOTAL DEPTH J-0: 115
RE%IFIA ED BY: Gary B-kbam DIAMETER OF BORING 0—
x
KLEINFELDER
GEOTECH.NIC.AL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING
PROJECT NUMBER: 60-2136-01
DRILLING METHOD: HSA
DRILLER: Gregor Drilling
CASING SIZE: None
Fry's Superstore #30 F[GLRE
Renton, Washington
A -21
BORING LOG
13-20 PAGE 1ol1