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/0\1 \"� 0 \0* 00" \e, �d <br />0 /\Ip 9 C�p J <br />Description <br />50 1 Brown silty SAND with roots, fine to medium -grained, moist, loose <br />becomes gray, gravelly, slightly cemented, very dense <br />5 <br />-with thin seams of fine-grained sand, becomes cemented, dense <br />45 2 <br />(GLACIAL TILL) <br />5-0 3 sm <br />-becomes very dense <br />Im: <br />411 <br />10— 50 4 11IM: <br />311 <br />15- <br />50 5 <br />511 * Test boring was terminated at 16 feet on June 6, 2019 due to auger refusal. <br />* No groundwater was encountered during drilling. <br />20 <br />25 <br />30 <br />GEOTECH <br />CONSULTANTS, INC. <br />TEST BORING LOG <br />3322 Broadway Avenue <br />Everett, Washington <br />Job Date: Logged by: Plate: <br />19178 June 2019 1 MKM 1 4 <br />