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Date Excavated: 11/7/2011 Logged By: BHC <br /> Equipment: Excavator Total Depth (ft) 10.0 <br /> SAMPLE <br /> m <br /> CL <br /> m <br /> E E m o a MATERIAL <br /> to z J DESCRIPTION a REMARKS <br /> O <br /> > L C C d n'N CO ?y <br /> O- N E in T O h U <br /> w F co t° (7 (D U w2 c) <br /> SM Brown silty fine to medium sand with gravel(loose to medium dense, <br /> moist)(fill) <br /> ati <br /> i <br /> 2 <br /> AS Asphalt debris(fill) <br /> ay^ vII'SSI Greenish-gray silt with sand and gravel to silty fine sand with gravel(loose <br /> 3 to medium dense,moist)(fill) <br /> o � <br /> R 4 <br /> 5 <br /> LL 0 <br /> LU <br /> g <br /> i <br /> a <br /> c ^6 <br /> c <br /> c: <br /> ^5 <br /> w9 -- — — — — ———— <br /> Sal Brown silty fine to medium sand with gravel(loose to medium dense, <br /> z moist)(fill) <br /> y ^h <br /> 10 <br /> in Slight groundwater seepage observed at 2.5 feet <br /> No caving observed <br /> m <br /> c <br /> a <br /> O <br /> C <br /> z <br /> C <br /> c <br /> z <br /> v <br /> n <br /> z <br /> SRm <br /> 3 <br /> z <br /> z <br /> C <br /> Z <br /> V <br /> L <br /> C <br /> 5 <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 /> 2 Log of Test Pit TP-11 <br /> Project: Mountain View Business Center Division 8 <br /> G EO E N G I N E E RJ /// Project Location: Everett, Washington <br /> —�� Project Number: 6192-021-01 FlgSheet of 1 <br />