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I <br /> e, ' o��Jt`440'' 0°�4a °'�\e 5c'� BORING 1 <br /> Description <br /> 0 Q 5 A <br /> 3 inches of asphalt over 8 Inches of crushed rock <br /> • <br /> I _ 10 1 1 i Brown silty SAND with gravel,fine to coarse-grained, moist, medium-dense <br /> • <br /> 1 5 — , • <br /> 26 2 ' SM -becomes gray <br /> I <br /> I <br /> 10 -- <br /> ,_ 81 3 -becomes very dense <br /> 111 <br /> — * Test boring was terminated on December 5, 2013 at 11.5 feet. <br /> ® No groundwater was encountered during drilling. <br /> II .— <br /> I <br /> I 20,-- <br /> 1 <br /> I <br /> I <br /> I . <br /> ;c I <br /> l'hST BORING LOG <br /> ,_ %t GEOTECH 2631 Walnut Street <br /> CONSULTANTS,INC. Everett, Washington <br /> . Job Date: Logged by: Plate: <br /> 13465 Dec.2013 TRC 3 <br /> I <br />