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I • <br /> eI s kAt pxa <br /> BORING 5 <br /> ()c ‘ ° , 0 Q° ° Description <br /> I _ \4 inches of asphalt <br /> FILL <br /> I — <br /> 7 1 Dark brown to brown silty SAND with gravel and organics,fine to <br /> coarse-grained, moist to wet, loose(FILL) <br /> I 5 — <br /> 11E , <br /> 7 2 r Gray-brown silty SAND with gravel,fine to coarse-grained, moist, loose <br /> — <br /> ' • <br /> I _ I <br /> . <br /> 39 3 A :;•: -becomes dense <br /> iE <br /> 10 ...e <br /> '''''. k <br /> ;... <br /> — <br /> 26 4 8M,,' -becomes medium-dense <br /> 1 ; • <br /> , ..., <br /> 1 <br /> . z..., <br /> I —..., <br /> 15 — <br /> 1 — 70 5 .; -becomes very dense <br /> v 1 <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 /> I „, <br /> /-, <br /> _ ..;,k GEOTECH 2631 Walnut Street <br /> CONSULTANTS,INC. Everett, Washington <br /> IJob 13465 Date: Logged by: Plate: <br /> Dec.2013 TRC 7 <br /> 1 <br />