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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 /> • <br /> SAMPLE v <br /> a <br /> is <br /> Ti £ o MATERIAL REMARKS <br /> o <br /> w to Z - as al DESCRIPTION <br /> O m i co .2 w B j C <br /> ci L .5 p-5 t O-'N 3 N <br /> 0- a 7 y i3 N 2 <br /> V) E N i O rp U o <br /> W 0 H coo1- 0 CSU W <br /> CR Crushed gravel surfacing <br /> It <br /> - <br /> • SM Dark brown silty fine to medum sand(loose,moist)(fill) <br /> 1 <br /> 1-X - <br /> - Probe depth 12 inches <br /> '::•2—X Grades to light brown fine to coarse sand <br /> - Probe depth 12 inches <br /> 3— - - <br /> 4— - - <br /> Grades to with occasional organic matter Probe depth 12 inches <br /> w "y SM Brownish-gray silty fine to medium sand with gravel(medium dense to <br /> 5 \�/ dense,moist)(glacially consolidated soils) <br /> a' <br /> 5—X <br /> — J� — — <br /> 0 <br /> N <br /> K <br /> Z <br /> 0 <br /> O <br /> o <br /> fO <br /> Te - <br /> x 5 ---sM Brown silty fine to medium sand with gravel(medium dense to dense) <br /> Test pit completed at 7%feet <br /> m No groundwater seepage observed <br /> No caving observed <br /> Fp-. Disturbed soil samples obtained at 1,2,3%,5,and 7%feet <br /> S <br /> ilz <br /> V <br /> O <br /> 0 <br /> 5 Notes: Please see Figure A-1 for explanation of symbols. <br /> T 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• <br /> a1 ` <br /> Log of Test Pit TP-3 <br /> CI <br /> Project: Central Utility Plant Parking Lot <br /> G E©E N G I N E E R S Project Location: Everett,Washington Figure A-4 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />