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Date Excavated: 11/7/2011 Logged By: Biles <br /> j! Equipment: Excavator Total Depth (ft) 10.0 <br /> 9 <br /> SAMPLE <br /> an <br /> m <br /> I I ml� I J I ° I I r��SCgr�oTin�r I I REMARKS <br /> Z m s� .� <br /> c c s = ym <br /> Q 41 !=f/1 CL <br /> lC <br /> 2!t=N U O p <br /> W D H NF^ <br /> SM Brown silty fine to medium sand with gravel and cobbles(medium dense, <br /> moist)(fill) <br /> 1 <br /> 21 1 I <br /> Occasional debris at 3 feet(concrete,asphalt,cables) <br /> SM Gray silty fine to medium sand with gravel,cobbles,and boulders(loose to <br /> - medium dense,moist)(fill) <br /> s <br /> Ati� concrete dcbns approximately 4 feet across at feet <br /> W <br /> w <br /> a 7— 1 <br /> w `L� <br /> �i 11I <br /> w <br /> � B <br /> z w SM Black silty fine to medium sand with gravel and crushed asphalt(medium <br /> W ° s dense,moist)(fill) 1 <br /> 0 <br /> 1 No groundwater seepage observed <br /> No caving observed <br /> a <br /> E <br /> m <br /> O <br /> 'a <br /> U' <br /> vi <br /> O <br /> O <br /> Z <br /> O <br /> y <br /> m <br /> w <br /> z <br /> Z <br /> w <br /> U <br /> y <br /> m <br /> W <br /> Z <br /> l/) <br /> m <br /> W <br /> 1 <br /> Z <br /> Q <br /> Z <br /> 0 <br /> O <br /> F <br /> z <br /> 9 <br /> SR <br /> 0 <br /> r <br /> U <br /> O <br /> a <br /> Notes: See Figure A-1 for explanation of symbols. <br /> The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. <br /> W <br /> 3 <br /> Log of Test Pit TP-4 <br /> Project: Mountain View Business Center Division 8 <br /> _G E�5� Project Location.: Everett, Washington <br /> LEO L. 9� Figure A-15 <br /> w Project Number: 6192-021-01 Sheet 1 of 1 <br />