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ate ,yet 5 00 \e <br /> BORING I <br /> oee�0`5� `�,�a`o\e�,� J <br /> °4 •�� g��� G Description <br /> Mulch over; <br /> _ Brown and dark-brown silty SAND with gravel and organics,fine to <br /> 4 1 I medium-grained, moist, loose(FILL) <br /> FILL <br /> 5 — <br /> 7 2 <br /> Tan slightly silty SAND with occasional gravel, fine-grained, moist, <br /> 16 3 medium-dense <br /> -becomes gray <br /> 10 — *60 4 -becomes dense(Overstated blows-driving on a rock) <br /> •5„ � : -with a thin very moist layer <br /> SM <br /> SP <br /> 15 -increased silt and gravel content, becomes fine to very fine-grained <br /> 40 5 <br /> 20 — 3:€: <br /> -becomes very dense <br /> 80 6 <br /> * Test boring was terminated at 21.4 feet on June 16, 2017. <br /> * No groundwater seepage was observed during drilling, <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 3 <br />