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e Jte �e� 5 0° \e <br /> BORING 2 <br /> O°9�r�0\5 /Ca�'\eg�°Qe 5��� \) Description <br /> 4.5 inches of asphalt over; <br /> Gray slightly silty SAND with gravel, fine-grained, moist, dense <br /> 40 1 <br /> 111 <br /> 5 — <br /> 42 2 <br /> SM <br /> SP <br /> 10 = -b <br /> 50 3 ecomes very dense,with occasional sand seams <br /> 15 — <br /> 70 4 11 ..l <br /> • <br /> • <br /> 20 — I:SP:I <br /> 94 Gray-brown SAND, medium to coarse-grained, moist, very dense <br /> .., 11!1 <br /> _ * Test boring was terminated at 21.4 feet on June 16, 2017. <br /> * No groundwater seepage was observed during drilling. <br /> — <br /> 25— <br /> TEST BORING LOG <br /> -� GEOTECH 3319 Broadway Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Littmom - - Job Date: Logged by: Plate: <br /> 17298 July 2017 ASM 4 <br />