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Date Excavated: 11/7/2011 Logged By: BHC <br /> Equipment: Excavator Total Depth (ft) 10.0 <br /> SAMPLE <br /> iv <br /> m <br /> m � <br /> m o MATERIAL REMARKS <br /> IU <br /> O <br /> U) z C DESCRIPTION <br /> o m <br /> > �- in 1=rn m O N O O1 c <br /> w H cnF- 0 0U w 2U <br /> NIL Brown silt with sand and gravel,occasional cobbles(stiff,moist)(fill) <br /> ,tea <br /> b <br /> 1 <br /> �1 <br /> a p Thin gravel layer at 2 feet ___ <br /> Sal Brown to gray silty fine sand with gravel and cobbles(loose to medium <br /> ^6 dense,moist)(fill) <br /> 3 <br /> ^5 1 <br /> R <br /> 4 <br /> 5 <br /> a� Sof Black silty fine to medium sand with gravel and crushed asphalt(Ioose to <br /> 6 medium dense,moist)(fill) <br /> 2 <br /> u Occasional concrete debris at 7 feet <br /> w <br /> n <br /> 0 <br /> w 9 <br /> z <br /> � R00 <br /> 10 Slight groundwater seepage observed at 2 feet <br /> No caving observed <br /> E <br /> 0 <br /> c� <br /> c� <br /> 0 <br /> z <br /> 0 <br /> m <br /> e <br /> w <br /> ti <br /> z <br /> U <br /> rA <br /> w <br /> Z <br /> N <br /> Z <br /> 4 <br /> Z <br /> O <br /> Z <br /> -U' <br /> U <br /> I C <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 /> 3 <br /> Log of Test Pit TP-1 <br /> _ Project: Mountain View Business Center Division 8 <br /> G EO E N G I N E E R Project Location: Everett, Washington <br /> Figure A-12 <br /> w Project Number: 6192-021-01 Sheet 1 of 1 <br />