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i <br /> 11/7/2011 BHC <br /> Date i=xcavated: Logged By: <br /> Equipment: Excavator Total Depth (tt) 10.0 <br /> l <br /> SAMPLE <br /> w <br /> cma <br /> I aN I o !UA IKiA_ I <br /> I m I� �I J I m I DESC T!O"� I REMARKS <br /> w u <br /> .-. y E in cc <br /> O- 3 y U m C i <br /> t0 O O <br /> w O H in FO- (7 C�U w <br /> CR 6 inches crushed rock <br /> -- ------ -- <br /> R`yw ML Crrayish-brown s—lit w—ith—san—d—and—gravel---(soft,moist--)(fi—ll)———————SP-SM Tan fine to medium sand with silt and gravel(loose tomedium dense, <br /> 2 moist)(fill) <br /> SM Dark brown to black silty fine to medium sand with trace gravel and <br /> 3 occasional cobbles(loose,moist)(fill) <br /> ? 9.3 %F=25 <br /> p L� SA <br /> d i r <br /> R I <br /> Rti 5�I I <br /> W 7 <br /> a� - <br /> titi <br /> N 7A I F <br /> w <br /> 8 <br /> w 9� <br /> r <br /> z 0 <br /> p R. <br /> 10 No groundwater seepage observed <br /> a Moderate caving observed at 4 to 8 feet <br /> E <br /> r <br /> m <br /> 0 <br /> 'a <br /> O <br /> y <br /> z <br /> o <br /> w <br /> z <br /> z <br /> W <br /> U <br /> N <br /> m <br /> W <br /> 2 <br /> N <br /> m <br /> 3 <br /> w <br /> z <br /> a <br /> z <br /> z <br /> 0 <br /> O <br /> z <br /> m <br /> r <br /> v <br /> w <br /> O <br /> K <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 /> or <br /> Log of Test Pit TP-6 <br /> Project: Mountain view Business Center Division 8 <br /> N i �` ^^- Project Location: Everett, Washington <br /> E�-'GI E E K i Figure A-17 <br /> Project Number: 6192-021-01 Sheet 1 of 1 <br />