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1 - TEST PIT NO. 7 <br />I . nan Rv -ISI. Date. 1/102011 <br />Ground El ± <br />Oepin <br />If <br />— <br />Soil Description <br />Sample <br />No <br />w <br />°o <br />Otber <br />Test <br />sod on wrfa�t <br />rrnm. loose. organic, silty fne SAND, wth fine roots.ist <br />iTOPSOIUFILL)-----------------), <br />mediumdense. silly fine SAND, trace gravel, moms <br />7LG <br />athered VASHON TILL) <br />' <br />----------------------------`- <br />-gray, very -dense, silty fine SAND, some gravel, <br />aakly-cernented, <br />moist (fresh VASHON TILL) <br />s <br />j <br />I <br />6 <br />Test pit terminated at 5.5 fl, groundvater not encountered. <br />8 <br />9 <br />10 <br />11 <br />TEST PIT NO. 8 <br />I mron RV .ISI_ Date. 1/102011 <br />Ground El ± <br />_TOLG <br />_JJ <br />USCS <br />Soil Description <br />Sample <br />No <br />w <br />1% <br />Other <br />Test <br />ass sod on surface <br />rk-brown, loose, organic, silty fine SAND, with Toolsto`la <br />inch diameter, moist [fOPS01LL <br />_ _ _ _ _ —sty-Mown, <br />_ _ — _ <br />mediumdease, salty Erne SAND, trace gravel, <br />moist (weathered VASHON TILL) <br />______ight-gray. <br />verydense. gravelly, Bitty, fine SAND ocras4wat <br />cobble.,veakly-cemented, mast (fresh VASHON TILL) <br />------------------------ <br />ght-gray, dense, slightly mltyfine to medmm SAND. Borne <br />ravel, moist Mesh ADVANCE OUIWASHest <br />ph terminated al b 5 fl, tridJe groundwater seepage (less <br />than 0.1 GPM) encountwed at 3 D fl <br />LI U & ASSOCIATES, INC. <br />GeoteC+nical Engineering - Engineer"" Geology' Earth Smnce <br />TEST PIT LOGS <br />THOMPSON PLAT <br />46XX. SEAHURST AVENUE <br />EVERM, WASHINGTON <br />JOB NO 11-001 GATE 11102011 PLATE ' <br />I <br />