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BORING 2 <br /> .eox3 <br /> 413\ NI `i'9 0° '9° \)C) 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 /> 3 11 <br /> 10 — <br /> 5 21 <br /> FILL <br /> 15 — -becomes fine to medium-grained <br /> 7 3 I <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 /> ••••... <br /> ....... <br /> ••••••• <br /> ....... <br /> .• <br /> ....... <br /> ....... <br /> .•.• <br /> .• .• <br /> 30 — :.• <br /> 22 6 <br /> .............. <br /> •..• •- <br /> •••.••.••.••.•••••.•• <br /> .• .• <br /> .•.•.•.• <br /> : .•.• <br /> 35 <br /> Gray silty SAND with gravel,fine to medium-grained, moist very dense(Glacial Till) <br /> — <br /> 50/5" 7 1 17 <br /> 50/6" 8 <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 /> rob 16298 I Date. I Logged by: rate: <br /> No.v.2016 ASM 7 <br />