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TEST PIT NO. _L <br />LoyMd By �� <br />p�q e-i-es <br />D�pth <br />(h.) USCS <br />� I (6" TOPSOIL) <br />RIL c�ranat� .;an�iu <br />ENy. 607t <br />W <br />Scil Drscription (%) <br />with fine gravel, moist, loose 10 <br />� sm 51ray silty SAND with fine yrav�l and occasional <br />6 � coUbl�s, fine [o medium SAND, moist, very dense <br />(TILI.) <br />becomes wet below 7' <br />10 <br />15 <br />t�l <br />E� <br />10 <br />15 <br />12 <br />Test pit terminated at 9' below existing grade. No groandwater <br />seepage encountered during excavation. <br />�o� gy ec <br />p� a-i-es <br />. <br />TEST PIT NO. -�. <br />E lev. 609t <br />(6" T�PSOIL) <br />ml orange sandy SILT wiCh Eine gravel, dry, loose to 10 <br />ow�ier (weathered TILf. <br />gray silty SAND with fine gravel and occasional � <br />sm cobbles, fine to medium sand, moist, dense to very <br />dense <br />12 <br />hecomes wet below 7' <br />Test pit terminated at 9' below existing grade. No groundwater <br />seepage encountered during excavation. <br />�Y1�.N M�M I <br />G[OT[CHNICAI ENGINEEI�ING S GEOLOGY <br />TEST PIT LOGS <br />MALL WAY APARTMENTS <br />EVERE7'T, WASIIINGTON <br />Proj. No. 27oe � D�b nug. ' as <br />� <br />