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BORING 3 <br />/"v Qj � ge �Description <br />60 1 Brown silty SAND with roots, fine-grained, moist, loose <br />-becomes gray, gravelly, fine to medium -grained, very dense (GLACIAL TILL) <br />5 86 -with rust mottling, becomes cemented <br />2 <br />11" <br />50 3 -reduced gravel and silt content <br />5" sM <br />10 50 4 -becomes gravelly <br />15 50 5 I;' �' I with very moist to wet sand seams <br />4" <br />* Test boring was terminated at 16 feet on June 6, 2019. <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 <br />Date: <br />Logged by: <br />plate: <br />19178 <br />I June 2019 <br />I MKM <br />I 5 <br />