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i { 7 <br /> '& BORING I Approximate <br /> 8$, 0° 4, Ground Surface <br /> c + • '4 ga � Description Elevation: 97.5 ft <br /> FILL 4 inches of asphalt pavement over <br /> 12 inches of gravel(FILL)over; <br /> I I I I Light brwon, mottled with some orange and gray, sandy SILT with gravel, <br /> r ML non-plastic to low plasticity, moist,very stiff <br /> 17 1 Light brown,very silty SAND with gravel, mostly fine grained, moist,dense <br /> — <br /> 5 — <br /> 95 2 i -becomes light gray,with increasing gravels,very dense(Glacial Till) <br /> (11") <br /> • <br /> 50 3 I ,SM -less silt <br /> (6") <br /> — i <br /> 101- <br /> 42 4 • <br /> -same,with medium grained sand Interbeds,slightly less gravel <br /> • <br /> _ I <br /> 15 — <br /> 60 5 ' -more silt <br /> * Test boring was terminated on May 3, 2012 at 16.5 feet. <br /> * Groundwater was not encountered at during drilling. <br /> 20 - <br /> - <br /> 2>. • <br /> — <br /> 1 <br /> TEST BORING LOG <br /> GEOTECH 1110 Rainier Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 12080 May 2012 <br /> JLH 3 <br />