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e A6 <br /> BORING 5 <br /> peer�p �,�a��e0-NO gasp JS�� Description <br /> 2 inches of asphalt over; <br /> FILL Dark-brown garvelly, silty SAND with organics,fine to coarse-grained, <br /> _ moist, loose(FILL) <br /> _ Brown with rust, SILT, non-plastic, moist, medium-dense <br /> 12 1 <br /> 5 — <br /> ML -becomes brown <br /> 11 2 - <br /> -increased sand content <br /> 19 3 <br /> 1... <br /> Gray-brown SAND with trace silt and gravel,fine to medium-grained,wet, <br /> 10 — medium-dense <br /> -becomes dense to very dense <br /> 49 4 <br /> — `` SP <br /> 15 — -becomes brown, moist • <br /> 49 5 'Grayslightly siltySAND withgravel,fine-grained, moist, dense to verydense <br /> — I ��: 9 Y 9 <br /> * Test boring was terminated at 16.5 feet on June 16, 2017. <br /> * Slight perched groundwater was encountered at approximately 8.8 feet <br /> during drilling. <br /> 20 — <br /> 25 — <br /> TEST BORING LOG <br /> GEOTECH 3319 Broadway Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> —�- Job Date: Logged by: plate: <br /> 17298 July 2017 ASM 7 <br />