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BORING 2 <br /> 40 4 60- \e <br /> _t.P• .0 A\cl OS <br /> Description <br /> 1-1/4 inch minus crushed rock(FILL) <br /> Gray and brown silty SAND with gravel,fine to coarse-grained, moist, loose(FILL) <br /> 5 - <br /> - <br /> 3 1 <br /> 10 — <br /> 5 2 <br /> FILL <br /> 15 — -becomes fine to medium-grained <br /> 7 3 <br /> 20 — -becomes medium-dense <br /> 12 4 <br /> 25 — -becomes loose <br /> 8 5 <br /> Brown gravelly SAND,fine to medium-grained, moist, medium-dense <br /> 30 — <br /> 22 6 I SP <br /> diMI Gray silty SAND with gravel,fine to medium-grained, moist,very dense(Glacial Till) <br /> 35 — 50/5" 7 SM <br /> 50/6" 8 IEi <br /> * Test boring was terminated at 37 feet on October 18, 2016. <br /> * No groundwater seepage was encountered during drilling. <br /> 40 — <br /> BORING LOG <br /> GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. <br /> Everett, Washington <br /> Job 16298 I 2016 Date: Logged by: Plate: <br /> Nov. ASM 7 <br />