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I <br /> Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 8.5 <br /> SAMPLE <br /> a, <br /> 5 a 0, g <br /> w m g o o 2 MATERIAL REMARKS <br /> O m <br /> 41 zN O1 . Iu DESCRIPTION <br /> _ ,� C <br /> (0 L c C L o.t = 7.aa,, <br /> 6N E N t0 O N 8 '-C <br /> w a H mF U' 6U ui 2U <br /> IlCR Crushed gravel surfacing <br /> SM Brownish-gray silty fine to medium sand with gravel(medium dense, <br /> moist)(fill) <br /> 2 <br /> • <br /> 2— / - _ <br /> - \ Probe depth approximately 1 to 1.5 <br /> inches <br /> 3— - - <br /> 3 <br /> 4— x <br /> /\ '.v, OL Dark brown silUclay with organic matter(soft to medium stiff,moist) <br /> (former topsoil layer) <br /> .AA <br /> -w •AA Probe depth approximately 2 to 3 inches <br /> l <br /> °w 4 ''`A• 120 OC=25% <br /> a 5—X �A — — <br /> _ V.J. <br /> w .AA <br /> 1 <br /> w L-A_A <br /> 0 <br /> LA.ti <br /> 0 6— - - <br /> m .AA <br /> AA <br /> i - LA/. <br /> w c.A <br /> m ,...A-A, <br /> E 7— <br /> ML/CL Brown/gray silt/clay(stiff to very stiff,moist)(recent clay and silt) Mottled <br /> o0 <br /> 0 8 5 <br /> X X <br /> F Test pit completed at 8%feet <br /> i 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 /> N <br /> F <br /> U <br /> W <br /> O <br /> K <br /> 0 <br /> z <br /> 0 <br /> o 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 /> di • <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 J ` Project Location: Everett,Washington <br /> Figure A-2 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />