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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 7.5 <br /> SAMPLE <br /> ra <br /> w <br /> E Eo o , MATERIAL <br /> c Si w � Z - a$ a) DESCRIPTION REMARKS <br /> O 0, y O/ O 2. C m,.: <br /> @ L a —c L a.•y > >C <br /> d <br /> N d jq E N 5 O@ o. <br /> 6.1 0 F mF C 0 W �U <br /> ICCR Crushed gravel surfacing <br /> sM Dark brown silty fine to medum sand(loose,moist)(fill) <br /> i <br /> 1—X <br /> Probe depth 12 inches <br /> 2—� Grades to light brown fine to coarse sand <br /> Probe depth 12 inches <br /> 3— - - <br /> 3 <br /> 4 Grades to with occasional organic matterP <br /> Probe depth 12 inches <br /> w 'r SM Brownish-gray silty fine to medium sand with gravel(medium dense to <br /> w dense,moist)(glacially consolidated soils) <br /> a' • <br /> 5— x — — <br /> F ,\ <br /> R <br /> 0 <br /> m 6— - - <br /> w <br /> z <br /> 3 <br /> O <br /> w7 <br /> Iii <br /> 5 �_—_ — <br /> F <br /> x <br /> SM Brown silty fine to medium sand with gravel(medium dense to dense) <br /> Test pit completed at 7%feet <br /> o No groundwater seepage observed <br /> No caving observed <br /> t Disturbed soil samples obtained at 1,2,3%,5,and 7%feet <br /> z <br /> E,U <br /> O <br /> K <br /> %0 <br /> z <br /> O <br /> 5 Notes: Please see Figure A-1 for explanation of symbols. <br /> it 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 /> ai <br /> Log of Test Pit TP-3 <br /> Project: Central Utility Plant Parking Lot <br /> a G EO E N G I N E E R S ii Project Location: Everett,Washington <br /> Figure A-4 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />