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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 4.5 <br /> SAMPLE <br /> cv <br /> o o MATERIAL <br /> w Z i DESCRIPTION REMARKS <br /> O (gr, N m U C d o <br /> �. jN =O <br /> > _ <br /> a N E y l6 O fN0 0 = <br /> W 92 0 F cn 1— 0 0 U w <br /> ML Light brown sandy silt(very stiff to hard,moist)(glacially consolidated <br /> soils) <br /> Probe depth 0 inches <br /> Occasional gravel and cobbles <br /> Till-like <br /> 1— — — <br /> X ' <br /> 2—X — — <br /> 2 <br /> 3— Probe depth approximately 0.25 inches <br /> 4 \ / 3 18 %F=61 <br /> Probe depth approximately 0.25 inches <br /> w Test pit completed at 4'/feet <br /> No groundwater seepage observed <br /> No caving observed <br /> aI Disturbed soil samples obtained at 1%,3,and 4%feet <br /> 7 <br /> m <br /> rc <br /> F <br /> O <br /> cz� <br /> i5 <br /> O <br /> z <br /> O <br /> i; 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 /> Log of Test Pit TP-9 <br /> Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E R S Project Location: Everett, Washington Figure A-10 <br /> • Project Number: 10738-010-00 Sheet 1 of 1 <br />