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[ C <br /> BORING 2 Approximate <br /> 8� � � y °° �ti g Ground Surface <br /> '' < e e. <br /> 9�� ,Sax <br /> � '12' 0)' �� Description Elevation: 97.0 ft <br /> 4 inches of asphalt pavement over; <br /> 8 inches of gravel (FILL) <br /> Brown, sandy SILT with gravel and some organic pieces, moist, loose(FILL) <br /> — I <br /> 10 .1 <br /> FILL <br /> 5 — <br /> 4 2I <br /> 18 3I - Brown silty SAND with gravel,fine to medium grained, moist, medium dense <br /> 10 <br /> 63 4 -becomes light gray,very dense(Glacial Till) <br /> SM <br /> • <br /> • <br /> 15 — 50 <br /> (6") 5 ' ' E <br /> * Test boring was terminated on May 3, 2012 at 16.0 feet. <br /> * Groundwater was not encountered at during drilling. <br /> 20 — <br /> - I <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 4 <br />