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BORING 1 <br /> QeQ �o •Ca �e c J5 Description <br /> FILL Grass over: Dark brown silty SAND with roots, fine to medium-grained, <br /> moist, loose(FILL) <br /> 111 <br /> ' Gray, silty SAND with gravel, fine to medium-grained, moist, medium-dense <br /> 28 1 1 to dense <br /> Jj <br /> SM <br /> 5 MOMS <br /> 52 2 • <br /> 1 iij jj -becomes brown-gray, very dense <br /> 1 . <br /> 1 .SM `. <br /> 10 — SP.,11 Brownish-gray slightly silty SAND with gravel, fine to medium-grained, moist, <br /> 41 3 1 dense <br /> in Brown SAND with silt, fine to medium-grained, moist, dense <br /> SP <br /> 15 — <br /> 48 4 <br /> * Test boring was terminated at 16.5 feet on October 11, 2016. <br /> * No groundwater was encountered during drilling. <br /> 20— <br /> TEST BORING LOG <br /> --441 <br /> GEOTECH 3530 Colby Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 16422 Nov.2016 ASM 3 <br />