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1 <br /> N\ BORING 3 <br /> Ior „*� ?:',' \e) 5 °°09 0S psi �° 0 Q' c J5 Description <br /> 4 inches of asphalt <br /> I <br /> I <br /> 5015" 1 FILL Dark brown silty SAND with gravel, organics,and pieces of wood and concrete, <br /> -- moist,loose to medium-dense(FILL) <br /> -becomes medium-dense and gray-brown, reduced organics,wood,and <br /> — 14 2 concrete content <br /> I 5 0 -becomesgravelconten darkt brown, increased organics and concrete content, reduced <br /> 44 3 <br /> I Gray-brown silty SAND with gravel,fine to coarse-grained, moist, dense <br /> 10 — <br /> _ 51 4 . SM l -becomes very dense <br /> i <br /> 15 — 94! 5 <br /> 11" <br /> _ * Test boring was terminated on December 5, 2013 at 16.5 feet. <br /> I _ * No groundwater was encountered during drilling. <br /> 1202 <br /> I <br /> I <br /> I <br /> TEST BORING LOG <br /> I GEOTECH 2631 Walnut Street <br /> CONSULTANTS,INC. Everett, Washington <br /> I ` <br /> Job Date: Logged by: Plate: <br /> 13465 Dec.2013 TRC 5 <br />