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1 .ke s 00\. �e BORING 4 <br /> pe' O ��ap\e0\o e�ga�� JSDescription <br /> 2 inches of asphalt over: <br /> 1:3 Brown, silty SAND, gravelly, fine to medium-grained, moist, loose <br /> Pi <br /> — -becomes gray, g <br /> 45 1 �� l g y, fine- rained, dense <br /> 5 - <br /> 34 2 3 : <br /> _ I <br /> 10 — € <br /> 38 3 <br /> i <br /> 15 <br /> 56 4 Brown SAND, medium to coarse-grained, moist, very dense <br /> SP <br /> — -becomes wet <br /> 20— <br /> _ 50 5 s] . Brown silty SAND, fine-grained, moist, very dense <br /> * Test boring was terminated at 21.5 feet on October 11, 2016. <br /> * Perched groundwater was encountered between 18 and 21 feet during <br /> drilling. <br /> 25^ <br /> TEST BORING LOG <br /> GEOTECH 3530 Colby Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 16422 Nov.2016 ASM 6 <br />