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TEST PIT NO. _l_ <br />�o� SY ec <br />p�q e-i-es <br />D�pth <br />(ft.) USCS Soil Description <br />0 <br />tan to gray gravelly silty SAND fine to mediwn <br />SM sand, wet, medium dense, occasional asplialt or <br />organics (FII.I.) <br />6 <br />10 <br />pt brown PEAT aud topsoil, fibrous, wat, soft <br />oh tan organic SILT, wet, stiff <br />sm tandtofgray sevel SAND with gravel fine to medi <br />�p ��, }�gTc�� , occasional cobb��s, wet, very <br />Elw. 61z± <br />W <br />1%1 <br />49 <br />14 <br />Test pit terminated at 10' below existing 5rade. No groundwater <br />seepage encountered during excavation. <br />15 <br />�� BY f,c TEST P I T NO. �_ Elev. 6p5± <br />D�t� 8-1-85 <br />��� <br />5 <br />10 <br />16 <br />gray silty SAND wich yravel, wet, mediun dense <br />sm (FILL) 14 <br />(fill depth increases to the south in test pit <br />walls <br />brown silty TOPSOIL <br />gray silty SAND with gravel, fine to medium sand, <br />sm fine gravel, occasional cobbles, wet, very dense 11 <br />(TILL) <br />TesC pit tr.rminated at 9' below existing grade. Liyht groundwatcr <br />seepage encountr_red at 8' during excavation. <br />Earth � <br />Cansultanta 1nc. <br />G[OTECHNIGL ENGINEERING � GEOLOGY <br />TEST PIT LOGS <br />MALI. WAY APARTMENTS <br />EVERE'PT, WASHINGTON <br />Proj. Wo. z7oe � D�b nug. ' BS �PI�U 4 <br />