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Depth <br />(ft.) <br />0 <br />P <br />M0 <br />i5 <br />0 <br />5 <br />ill <br />15 <br />TEST PIT NO. I_ <br />L•mad By __Bhp. <br />Dm 4/28/96 <br />USCS Soil Description <br />Elev. 608± <br />W <br />M <br />am <br />Brown silty fine SAND with roots, moist, loose <br />24 <br />2 i <br />12 <br />�::I•t <br />am <br />Gray silt fine to medium <br />y y grained SAND with <br />i; <br />gravel, moist, dense (till) <br />Test pit terminated at 9.5 feet below existing grade. No ground- <br />water seepage encountered during excavation. <br />DLm d By 4/28/8 _ TEST PIT NO. �2 6°B± <br />Elay. <br />am <br />Brown silty SAND with roots, moist, loose <br />12 <br />SM <br />Gray raven fine to medium <br />y gravelly grained SAND, moist, <br />;t; <br />EE.'1tii <br />dense to very dense <br />:• i <br />9 <br />Test pit terminated at 8 feet below existing grade. No ground- <br />water seepage encountered during excavation. <br />Earth <br />col"gitinti 1/K. <br />GEOTECNNICAL ENGINEERING d GEOLOGY <br />TEST PIT LOGS <br />PROPOSED RETAIL FACILITY <br />SNOHOMISH COUNTY, WASHINGTON <br />Proj. No. 2976 1 Date May' 86 'Plate 4 <br />