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TEST PIT NO. �_ <br />U+y�d 9y _E% <br />D�a e-1-es Elw. 600± <br />D�pth W <br />(ft,) USCS Soil Dacription (X) <br />� sm tan silty SAND (FII,L) <br />` brown silt TOPSOIL <br />orange grav�lly silty SAND, moist to wet, medium 13 <br />�'���� SM dense <br />5 <br />10 <br />�� <br />� <br />�j <br />10 <br />15 <br />{gray silty SAND witL yravel, fine to medium sand, I 9 <br />sm Ifine gravel, occasional small cobbles, wet, very <br />dense <br />Test pit terminated at 10' below existing grade. No groundwater <br />seepage encountered during excavation. <br />FC <br />��°°� BY TEST PIT NO. � Elev. 606± <br />D�t� e-i-es <br />��- tan to brown sil.ty TOPSOII. <br />orange to mottled orange and tan sandy SILT with 16 <br />ml occasional gravel, wet, loose (weathered TILL) <br />14 <br />gray brown silty SAND with fine gravel, occasional <br />sm cobbles, wet, dense to very dense (TILL) 10 <br />Test pit tetminated at 10' below existing grade. Groundwater <br />seepage encountered at 7' during excavation. <br />Earth <br />Coesultants Inc. <br />G[OTECHNICAL ENGINEERING � GEOLOGY <br />TEST PIT LOGS <br />MALL WAY APARTDfEN1'S <br />EVERETT, WASf1INGTON <br />Proj. No?�ae ' p�q Auy. ' 65 'P��p 5 <br />