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pe Q�r\ � �� p � �e J <br /> BORING 3 <br /> \e � GS <br /> G �o �Qe Description <br /> FILL 3 inches of asphalt over; Crushed rock <br /> SP <br /> _ 16iiid Rust-brown SAND with silt,fine-grained, moist, loose <br /> 12 1 <br /> Gray-brown mottled orange, SILT, non-plastic, moist, medium-dense <br /> 5 <br /> 18 2 ML <br /> ' -becomes brown, increased plasticity, stiff <br /> 12 3 I -with occasional thin sand seams, becomes very moist <br /> 10 l ` <br /> "�"' Gray slightly silty SAND with gravel,fine-grained, moist, very dense <br /> 57 4 E -with a thin very moist sandy seam <br /> SM <br /> 11 <br /> SP <br /> •:: <br /> 15 — , <br /> 49 5 <br /> * Test boring was terminated at 16.5 feet on June 16, 2017. <br /> * No groundwater seepage was observed 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 S 5 <br />