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1 BORING 3 <br /> ` •\e\ a�e�e 5 F°° �e S <br /> ped �S° �, ° Qin° het sev J5G Description <br /> 2 inches of asphalt over; <br /> 3 1 FILL Dark-brown, silty, gravelly SAND with wood debris, fine to coarse-grained, <br /> moist, loose (FILL) <br /> 5 - <br /> 13 2 <br /> '�f 3 <br /> • <br /> ,I: <br /> 10 — SM <br /> 37 3 "T`"' Gray, silty, gravelly SAND, fine to medium-grained, moist, dense <br /> 14 11' <br /> 3=:F <br /> SP <br /> 15 — 49 4 Gray-brown SAND with silt, medium to coarse-grained, moist, dense <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 /> GEOTECH 3530 Colby Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 16422 Nov.2016 ASM 5 <br />