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e Kei e'c •\,o BORING 4 Approximate <br /> Ground Surface <br /> ,S•89 it 0"'cv Description Elevation:93.0 ft <br /> 6 inches of asphalt pavement over; <br /> ML <br /> Light brown, mottled with gray and orange,sandy SILT with gravel, non-plastic, <br /> 9 1 moist, loose <br /> 5 — Light brown, mottled with orange,silty SAND with gravel,fine to medium <br /> . . <br /> - <br /> .• •. . <br /> II 46 2 IIE grained, moist,dense(Glacial Till) <br /> .•.• <br /> .• <br /> . . <br /> 10 — ILE <br /> 77 3 I 1* -becomes light gray,very dense <br /> * Test boring was terminated on May 3, 2012 at 11.5 feet. <br /> * Groundwater was not encountered during drilling. <br /> 15 -- <br /> - <br /> 20 <br /> 25 — <br /> TEST BORING LOG <br /> - 7,z GEOTECH 1110 Rainier Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job 12080 Date: Logged by: Plate: 6 <br /> May 2012 JLH <br />