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I <br /> Date Excavated: 9/28/2009 Logged By: AKL <br /> IEquipment: Case 580 SL Backhoe Total Depth (ft) 5.5 <br /> SAMPLE' ii) <br /> a? <br /> m o „ MATERIAL_ <br /> °' `) DESCRIPTION REMARKS <br /> c a� rc n3 m m <br /> I 2 �. 0 o p) U - C C <br /> a7 L C 6 C a 7 N =O N <br /> N E N N o w V O p <br /> •w ❑ F inN C7 t7U w 20 <br /> SOD 4 inches sod and topsoil (Probe)P=4 to 10 inches <br /> ::- <br /> SM Dark brown silty fine to medium sand with trace organic matter(loose to <br /> medium dense,moist)(fill) <br /> i <br /> 1ti <br /> _5 1_ <br /> SM Gray silty fine sand with gravel(very dense,moist)(glacial till) <br /> ? 9 SA,%F=45 <br /> IX •..•..'• <br /> 1s <br /> -h 2 - <br /> P<yaineh <br /> I <br /> 1° <br /> 5 3— - - <br /> w <br /> O <br /> O <br /> a <br /> i- <br /> iil I-,_y6o' 4 3 - P<'/:inch <br /> wX <br /> K <br /> w <br /> 2 <br /> I Z <br /> w <br /> W <br /> E <br /> 0 <br /> u <br /> ' r No groundwater seepage observed <br /> iNo caving observed <br /> zz <br /> a <br /> I 1 Notes: 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'/a-foot. <br /> 9. <br /> 5 <br /> I I Log of Test Pit TP-2 <br /> Project: Administration Building Office Expansion <br /> z Project Location: Everett,Washington <br /> Figure A-3 <br /> GEOENGIEERS g <br /> I1. Project Number: 0482-031-02 Sheet 1 of 1 <br />