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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 /> iv <br /> is <br /> r a= o <br /> co 13 MATERIAL REMARKS <br /> C/2,, <br /> ZN J DESCRIPTION <br /> O al t C <br /> =O N <br /> N N N N tv O �p C U <br /> W D I- (0 l (0 U 0 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— - - <br /> V <br /> 3—/� Probe depth approximately 0.25 inches <br /> 4 X <br /> 3 16 %F=61 <br /> Probe depth approximately 0.25 inches <br /> Test pit completed at 4%feet <br /> No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1%,3,and 4%feet <br /> I <br /> t7 <br /> c7 <br /> z I <br /> w I <br /> wNotes: 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 /> •Log of Test Pit TP-9 <br /> Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E Project Location: Everett, Washington Figure A-10 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />