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\ � •- <br /> ce ��' � <br /> �5,���� �� S �� BORING 8 <br /> �o�� �FQ ��6''c Elevation ±162.0' <br /> SCS Dea r' inn <br /> Gravel with some concrete chunks. <br /> Dar rown,s� t sand wrt o mcs,moist, oose(t soi ). <br /> 31.0 1 14 M� Grayish brown mottled with or,3nge,slightly clayey SILT,moist, <br /> s medium plasticity,stiff to very stiff. <br /> ���' " Light brown,gravelly, very silty, fine grainod�AND, moist, very <br /> 8.6 2 57 ��sni��: dense(glacial till). <br /> to <br /> •`� Light brown,silty,fine grained SAND,moist,very dense. <br /> . 3 SO/3^ <br /> is <br /> :�sM�:: <br /> 4 54 <br /> �o <br /> ' S 50/5" <br /> ' ,S Test boring terminated at 23.�'on 6-I8-92. <br /> No groundwater encountered during drilling. <br /> 30 <br /> JS <br /> • <br /> . <br /> 1 <br /> �0 <br /> TEST BORING LOG <br /> � GEOTECH EAGLE HARDWARE <br /> � ' coNw�.�•nn•i.r•,inc. HEWITT AVENUE 8 FULTON STREET <br /> EVERETT, WASHINGTON <br /> ✓oe nro: o.r.: �oDped by: Pl�b: <br /> I7275 ./(HVf 1Di2 HP 10 <br />