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aP� <br />Ih.l <br />0 (6" TOPSOIL) <br />SM <br />tan to orange gravelly silty SAND, loose, dry 13 <br />(weather.ed TILL) <br />gray silty SAND with fine gravel and occasional 8 <br />°im cobble:,, m�ist, very dense (TILL) <br />Test pit terminated at 10' below existing 9rade. No groundwater <br />seepage encountered during excavation. <br />�� BY � <br />p�q 9-2-85 <br />USCS <br />TEST PIT NO. �_ <br />Soil De�cription <br />Elw. _ <br />W <br />1%1 <br />�i <br />10 <br />15 <br />6113 <br />C�] <br />3 <br />10 <br />15 <br />ec <br />`'�ey TEST PIT NO. �� E�e�• boe±. <br />Dn� e-2-as <br />(E" TOPSOIL) <br />ml orange to tan gravelly silty SAND, dry, loose 9 <br />sm (weathered TILT.) <br />gr.� silty SAND with fine gravei and occasional 6 <br />sm cobbles, moist, very dense <br />9 <br />Test pit terminated at 10' below existing 9rade. No gruundwater <br />seepae encountered during excavation. <br />Earth <br />Censultaata Inc. <br />G[OT[CHNICAL ENGINEERING � GEOLOGY proj. No. z�oe <br />TEST PIT LOGS <br />MALI, WAY APARTt4F.NTS <br />EVERETT, WASt1INGTON <br />D�b Aug. '85 �Pl�u e <br />