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I <br /> I Date Excavated: 5I21/2009 Logged By: BPD <br /> Equipment: John Deer Backhoe Total Depth(ft) 10 <br /> SAMPLE <br /> f i MATERIAL. <br /> I1 al i <br /> DESCRIPTION >t REMARKS <br /> II <br /> :r f TS - 2 inches sod and topsoil Probed(P)=3-4 inches <br /> - SM Grayish brown silty fine to medium sand with grave!(very dense,moist) <br /> (glacial till) <br /> 43 1 <br /> t a Po-inch <br /> _to 2- - <br /> P<1.inch <br /> I <br /> 4� <br /> - <br /> i 3— '..',... - <br /> 4nch X <br /> 2 SM Gray silty fine to medium sand with gravel(very dense,moist) 9 S�`9iF 40 <br /> b`°ti 4 - - <br /> I <br /> I 10 P<idnch <br /> — <br /> 0 8 • - 12 <br /> S. <br /> •,2, 7 <br /> - - <br /> f` <br /> I r 8 - <br /> ti -., 12 SA,%F=52 <br /> 6 ;� <br /> IRI- 10 7 ........ <br /> :,...„ <br /> • <br /> Rapid groundwater seepage observed at ground surface 14 <br /> g No caving observed <br /> Notes: Elevation estimated from base survey map. 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 /> Log of Test Pit TP-5 <br /> Project: Operations Center-Proposed Pole Storage <br /> G E4 E N G I N E E R S Project Location: Everett,Washington <br /> Figure A-6 <br /> • <br /> Project Number: 0482-031-00 Sheet 1 of 1 <br /> I <br />