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5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />ee�r " e' "o, BORING 1 <br />r 4., <br />"\e'o"oo 'e Description <br />,., Grass and topsoil over: <br />s P Brown SAND with gravel and silt, fine to medium -grained, moist, loose to <br />SM medium -dense <br />37 1 1 -becomes dense and gray -brown <br />50/ 2 <br />SM Gray -brown silty SAND with gravel, fine to medium -grained, moist, <br />1 <br />5.511 very dense (Till) <br />501 <br />611 131 <br />50/ <br />311 4 w <br />100/ 5 0 <br />411 <br />50/ <br />211 16 — <br />50/ 1 7 E11-11111" <br />4" * Test boring was terminated at 30.4 feet on August 9, 2017. <br />* No groundwater was encountered during drilling. <br />GEOTECH <br />CONSULTANTS, INC. <br />TEST BORING LOG <br />3301 Lombard Avenue <br />Everett, Washington <br />1Job I Date: Logged by: 1Plate: <br />17399 Sept. 2017 TRC 31 <br />