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BORING 1 <br /> ate ,„0 5 00 \e <br /> \\0\S �� 9 '(:20 cee� 5a6� ,§-0 Description <br /> Crushed rock over: <br /> — Rust-brown silty SAND with gravel,fine to coarse-grained, moist, loose(FILL) <br /> — 4 1 I -becomes gray and brown <br /> 5 — <br /> 3 2 <br /> FILL_ <br /> — 7 3 <br /> 10 — -becomes gray <br /> _ 6 4 <br /> — 40 5 'Rust-brown silty SAND with gravel,fine to medium-grained, moist, medium-dense <br /> -becomes gray, dense(Glacial Till) <br /> — <br /> 15 — 50/6" 6 ® -becomes fine to coarse-grained,very dense <br /> 20 — *50/2" 7 on iii i:I "Overstated blow counts-driving on a rock <br /> ,i 1 <br /> I`.I <br /> 0mow <br /> � O. Brown gravelly SAND,fine to coarse-grained, moist,very dense <br /> — <br /> 25 — 1121 <br /> _ 89/11" 8 1'os <br /> — <br /> * Test boring was terminated at 26.5 feet on October 18, 2016. <br /> "' * No groundwater seepage was encountered during drilling. <br /> 30 -- <br /> BORING LOG <br /> GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: f <br /> Logged by: Plate: <br /> 16298 Nov. 2016 ASM 6 <br />