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BORING 3 <br /> 43 \ek 5 00 \e <br /> 0\5� 'Ce' <Z7o ce 5�e JSGS 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 /> 10 1 <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 5 <br /> Reddish-brown silty SAND with gravel,fine to medium-grained, very moist, medium-dense <br /> t E <br /> I i <br /> 30 — E <br /> l 4 <br /> 24 6 ' E <br /> E : gray, gravelly,very (GlacialTill) <br /> 35 € -becomes ra ravel) dense <br /> 50/6 7 € 3 <br /> 40 — <br /> 50/3" 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. Everett, Washington <br /> Job Date: Logged by: Plate: 8 <br /> ��� 16298 Nov.2016 ASM <br />