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e <br /> Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 4.5 <br /> SAMPLE <br /> ro <br /> 1 —, E E m o - MATERIAL <br /> i vi DESCRIPTION REMARKS <br /> r c' -c r 0. >E. <br /> >a) <br /> a to E) fa0 O N U !�c <br /> W 0 F fn F- 0 CSU W �U <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 t <br /> 2— - - <br /> 2 <br /> 3 Probe depth approximately 0.25 inches <br /> 4 \ ' 3 - <br /> X 18 %F=61 <br /> Probe depth approximately 0.25 inches <br /> g Test pit completed at 4'34 feet <br /> o No groundwater seepage observed <br /> No caving observed <br /> al Disturbed soil samples obtained at 1%,3,and 4'%feet <br /> E. <br /> E. <br /> Ki ri <br /> O <br /> P <br /> 0 <br /> N <br /> WfL <br /> W <br /> Z <br /> Of7 <br /> Z <br /> W <br /> W <br /> O <br /> E <br /> X <br /> v <br /> tv <br /> F <br /> m <br /> Oz <br /> I § <br /> o <br /> I <br /> z <br /> i <br /> F <br /> w <br /> a <br /> 0 <br /> 0 <br /> $ Notes: Please see Figure A-1 for explanation of symbols. <br /> 5 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 /> §.• • <br /> aI • <br /> - Log of Test Pit TP-9 <br /> o Project: Central Utility Plant Parking Lot <br /> E G EO E N G I N E E RS /j,/ Project Location: Everett,Washington Figure A-10 <br /> 62 ...rir Project Number: 10738-010-00 Sheet 1 of 1 , <br />