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I <br /> 1 \ BORING 4 <br /> I 0 ,,e't <br /> e .,\SAel.Ne o44 .t °o \e.e, s <br /> tV 0 <br /> 0 ,f sr 6 Description <br /> 1 . 3 inches of asphalt over 12 inches of crushed rock <br /> I <br /> 8 1 FILL Dark brown to gray silty SAND with gravel,fine to coarse-gralned,wet, loose <br /> (FILL) <br /> I 5 — <br /> p <br /> ,.... 13 2 : Gray-brown medium-dense silty SAND With gravel, fine to coarse-grained, moist, <br /> I — 1 J <br /> 32 3 -becomes dense and brown <br /> !i •*- <br /> I — <br /> 10 — <br /> i-i <br /> I SM <br /> I <br /> 22 4 -becomes medium-dense and gray-brown <br /> --.r <br /> 1: <br /> I <br /> .. <br /> ... :: <br /> k' <br /> 15 — -' . <br /> I 45 5 ;!: , -becomes dense <br /> ii <br /> — * Test boring was terminated on December 5,2013 at 16.5 feet. <br /> I. — * No groundwater was encountered during drilling. <br /> I 20— <br /> I <br /> I <br /> I <br /> I <br /> TEST BORING LOG <br /> 1 .. <br /> --,.. <br /> .,,z: GEOTEC.H 2631 Walnut Street <br /> CONSULTANTS,INC. Everett, Washington <br /> I1 --- —_ Job Date: Logged by: Plate: <br /> 13465 Dec.2013 TRC 6 <br /> I # <br />