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BORING 1 <br />.90 6141' Vln\el 'Xdle6 , <br />Description <br />2-inches of asphalt over; <br />44 1 Brown silty SAND with roots, fine to medium -grained, moist, loose <br />-becomes gray, gravelly, no roots, slightly cemented, dense (GLACIAL TILL) <br />5 <br />37 2 <br />50 3 -becomes very dense <br />511 <br />10 <br />86 <br />41 SM <br />15 50 5 -becomes fine-grained, with very moist sand seams <br />511 <br />20- <br />50 6 <br />511 * Test boring was terminated at 21 feet on June 6, 2019 due to auger refusal. <br />* No groundwater was encountered during drilling. <br />25 <br />30 <br />GEOTECH <br />CONSULTANTS, INC. <br />TEST BORING LOG <br />3322 Broadway Avenue <br />Everett, Washington <br />Job <br />Date: <br />Logged by. <br />Plate: <br />19178 <br />1 June 2019 <br />1 MKM <br />1 3 <br />