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I v. <br /> 1 e I ���e�Xv_ Doi \e BORING 2 <br /> ce �,0 dc,,, v. .e se' � Jae5 Description <br /> I s 3 Inches of asphalt over 8 inches of crushed rock <br /> 3 <br /> s k� <br /> I <br /> 1 9 1Gray-brown silty SAND with gravel,fine to coarse-grained, moist, <br /> 19 1 i� medium-dense <br /> 22 2 .; Er <br /> SM <br /> 11 <br /> _ i E•r . <br /> .• <br /> 10r—'I 'E <br /> _, 50 3 -becomes very dense <br /> — * Test boring was terminated on December 5,2013 at 11.6 feet. <br /> * No groundwater was encountered during drilling. <br /> 15 `-- <br /> I 20— <br /> I <br /> I <br /> I <br /> I <br /> TEST BORING LOG <br /> ,� % GEOTECH 2631 Walnut Street <br /> coNsuLTANTS,INC. Everett, Washington <br /> I Job Date; Logged by: Plate: <br /> 13465 Dec.2013 TRC 4 <br /> I <br />