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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 5.0 <br /> SAMPLE <br /> m <br /> w E m o MATERIAL <br /> . z ra DESCRIPTION e REMARKS <br /> m .2 w <br /> - C Q C O. 3 w =O <br /> w <br /> TA 17( <br /> W 0 I - CO I- 0 0 0 W 2 U <br /> 110 CR Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(loose to medium dense, <br /> 1 <br /> moist)(fill) <br /> 1-X <br /> 2 SM Grayish-brown silty fine to medium sand(dense to very dense,moist) <br /> Till-like <br /> (glacially consolidated soils) <br /> Probe depth approximately 5 inches <br /> • <br /> I 2 - 13 %F=46 <br /> Probe depth 0.25 inches <br /> SM Light gray silty fine to medium sand with gravel and occasional cobbles approximately <br /> (very dense,moist) <br /> • <br /> • <br /> 4- - - <br /> w \ ' 3 <br /> 5 X Test pit completed at 5 feet <br /> No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,3,and 5 feet <br /> 0 <br /> rc <br /> 0 <br /> 0 <br /> 8 <br /> a <br /> 5 <br /> a <br /> 0 <br /> 0 <br /> E Notes: Please 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� I <br /> aI <br /> Log of Test Pit TP76 <br /> Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E RS Project Location: Everett, Washington <br /> Figure A-7 <br /> Project Number: 10738-010-00 Sheet 1 of 1 <br />