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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 8.5 <br /> SAMPLE v <br /> miu <br /> MATERIAL REMARKS <br /> c a) n z -J co ty DESCRIPTION e - <br /> O �. 0) a,0) t er. C- '' <br /> L C p. N C . O_' 3 N <br /> NE N k O''' (J O. <br /> W cil O I- CoI- U 0U in MU <br /> _ IVCR Crushed gravel surfacing <br /> SM Brownish-gray silty fine to medium sand with gravel(medium dense, <br /> \�/ 1 moist)(fill) <br /> 1— X _ <br /> 2 <br /> 2_X <br /> - Probe depth approximately 1 to 1.5 <br /> inches <br /> 3— - <br /> 3 <br /> 4— x <br /> /L\, .>: OL Dark brown silt/clay with organic matter(soft to medium stiff,moist) <br /> (former topsoil layer) <br /> "L. Probe depth approximately 2 to 3 inches <br /> X4 .-^.A. 120 OC=25 <br /> 5' — <br /> 5- - <br /> I- `hl` <br /> w ,..k.-A. <br /> �n <br /> 0 <br /> O ,...A-A, <br /> c 6— - - <br /> �� <br /> z - ..AA <br /> w �� <br /> 0 <br /> m �M <br /> € j MUCL Brown/gray silt/clay(stiff to very stiff,moist)(recent clay and silt) Mottled <br /> A <br /> 1 <br /> u 8 5 - - <br /> 8 <br /> Xd <br /> Test pit completed at 8'/z feet <br /> F. No groundwater seepage observed <br /> Minor caving observed from 6 to 7 feet <br /> Disturbed soil samples obtained at 1,2,4,5,and 8%feet <br /> r''--. <br /> O <br /> 0 <br /> Z <br /> O <br /> E Notes: 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 /> \ I <br /> Log of Test Pit TP-1 , <br /> Project: Central Utility Plant Parking Lot <br /> E G EO E N G I N E E RS Project Location: Everett,Washington Figure A-2 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />