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BORING 3 <br /> e \es 00 \te <br /> • 46 43 c.409 GS <br /> Description <br /> Grass over: <br /> Gray-brown silty SAND with gravel,fine to medium-grained,moist,loose to medium-dense <br /> ^ (FILL) <br /> 5 — <br /> 1011 <br /> 10 — -becomes gray and rust-brown <br /> 4 2 <br /> FILL <br /> 15 — -becomes medium-dense <br /> 10 3 <br /> 20 — <br /> _ 12 4 <br /> 25 — <br /> _ 15 5f <br /> — <br /> Reddish-brown silty SAND with gravel,fine to medium-grained,very moist, medium-dense <br /> 30 — ri <br /> 24 61 <br /> In! <br /> I <br /> •:• <br /> 35 — <br /> 50/6" 7 becomes gray gravelly very dense(Glacial Till) <br /> LI <br /> 40 — 80/3., 8 <br /> * Test boring was terminated at 40.8 feet on October 18, 2016. <br /> * No groundwater seepage was encountered during drilling. <br /> BORING LOG <br /> GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. <br /> Everett, Washington <br /> Job Date- Logged by: 'Plate: <br /> 16298 I 'Nov.2016 I ASM 8 <br />