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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 6.0 <br /> SAMPLE <br /> iu <br /> ra <br /> rD <br /> w a mo o MATERIAL <br /> w Z m ki DESCRIPTION e REMARKS <br /> O m N m O C m.: <br /> l6 t C Q 5 a 31 <br /> =O ❑C <br /> d N ai t m O y O 'U <br /> W 0 I— (0 1- U� U' U W o <br /> SM Brown silty fine to medium sand with gravel and occasional organic <br /> matter(loose,moist)(fill) <br /> - Probe depth 0 inches <br /> Roots <br /> 1 <br /> 1_X <br /> 2— •• — — <br /> Probe depth 4 to 5 inches <br /> 3— - - <br /> Increased silt content <br /> 2 <br /> 4— • — — <br /> X <br /> 3 ML Brown/gray sandy silty(stiff to very stiff,moist)(glacially consolidated <br /> soils) 17 %F=61 <br /> X <br /> a 5 — — <br /> � Occasional gravel and cobbles <br /> a <br /> K,, <br /> y <br /> ri <br /> LI <br /> O <br /> ❑ <br /> O <br /> it 6 Test pit completed at 6 feet <br /> No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,4,and 5 feet <br /> 0 <br /> W <br /> O <br /> E <br /> 9,?:' <br /> 5 <br /> a <br /> E <br /> r <br /> m <br /> c9 <br /> 6 <br /> F <br /> z <br /> S <br /> N <br /> F <br /> U <br /> W <br /> O <br /> S <br /> s <br /> ❑ <br /> z <br /> O <br /> o Notes: Please see Figure A-1 for explanation of symbols. <br /> L' 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 /> i <br /> Log of Test Pit TP-8 <br /> 2. Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E R SProject Location: Everett,Washington Figure A-9 <br /> l` Project Number: 10738-010-00 Sheet 1 of 1 <br />