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Lind By RWB <br />oft 4/28/86 <br />Depth <br />(ft.) USCS <br />0 <br />0 <br />1C <br />16 <br />L,1 <br />5 <br />10 <br />16 <br />TEST PIT NO: - <br />Soil Description <br />Elev. 598t <br />IN <br />tOLI <br />„v; <br />1# <br />sm <br />Brown silty SAND with <br />gravel and roots, moist <br />loose <br />ti <br />12 <br />sm <br />Gray gravelly silty <br />moist, dense to very <br />fine to medium grained SAND, <br />dense <br />Test pit terminated at 8 <br />feet below existing grade. No ground- <br />water seepage encountered <br />during excavation. <br />Lopped By RWB <br />D 0 4/28/86 TEST PIT NO. ,4_ Elev. 608 <br />sm Brown silty SAND with gravel and roots, moist, <br />loose <br />sm Gray silty fine to medium grained SAND with gravel 12 <br />moist to wet, dense to very dense <br />10 <br />Test pit terminated at 7.5 feet below existing grade. No ground- <br />water seepage encountered during excavation. <br />rIAllth <br />Comildtaa t im. <br />0 <br />GEOTECNNICAL ENGINEERING ! GEOLOGY <br />TEST PIT LOGS <br />PROPOSED RETAIL FACILITY <br />SNOHOMISH COUNTY, WASHINGTON <br />Proi. No. 2976 1 Date May' 86 'Plate 5 <br />