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LMW By RWR <br />Do% 4/28/86 <br />Depth <br />(ft.) USCS <br />0 <br />11 <br />10 <br />15 <br />9 <br />5 <br />10 <br />15 <br />TEST PIT NO. 7_ <br />Soil Description <br />Elev.604± <br />IN <br />M <br />am <br />(6" topsoil) <br />Bro%:u SILT and SAND with roots, moist, loose <br />7 <br />SM <br />Gray silty gravelly fine to medium grained SAND, <br />moist, very dense (till) <br />..i <br />7 <br />Test pit terminated at 9 feet below existing grade. No ground- <br />water seepage encountered during excavation. <br />Looped By RWa <br />DM TEST PIT NO. 8 Elev. 61°± <br />4/28/86 <br />am <br />Brown gravelly silty SAND with roots, moist, <br />}3 <br />'3 <br />loose <br />sm <br />Gray gravelly silty fine to medium grained SAND, <br />##� <br />L. <br />moist, very dense (till) <br />f,;ii: <br />Test pit terminated at 8 feet below existing grade. No ground- <br />water seepage encountered during excavation. <br />I <br />Earth <br />COMIX11haitfa lm 1 <br />GEOTECHNICAL ENGINEERING GEOLOGY <br />TEST PIT LOGS <br />PROPOSED RETAIL FACILITY <br />SNOHOMISH COUNTY, WASHINGTON <br />Proj. No. 2976 1 Deb May' 86 IPlate 7 <br />