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BORING 6 Approximate <br /> ...0)01.0' \e,��5 o Ground Surface <br /> 9 Za + '� g� Description Elevation: 93.0 ft <br /> FILL 6 inches of asphalt pavement over; <br /> 10 inches of large gravel(FILL)over; <br /> . Dark brown to black organic silt with wood-PEAT,very moist, soft <br /> 5 _ <br /> 2 2IjPT LI <br /> 10 — <br /> 8 2 I Blue-gray,clayey SILT, plastic,very moist, soft <br /> ML <br /> 15 — 50 /Orange-brown, silty SAND with gravel,fine to medium grained, moist,very <br /> (6") 3 I;,,sM-7a dense <br /> * Test boring was terminated on May 3,2012 at 16.0 feet. <br /> * Groundwater was encountered at approximatley 7 feet during <br /> drilling. <br /> 20 — <br /> 25 — <br /> TEST BORING LOG <br /> GEOTECH 1110 Rainier Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 12080 May 2012 JLH 8 <br />