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I <br /> Date Excavated: 9/28/2009 Logged By: AKL <br /> Equipment: Case 580 SL Backhoe Total Depth (ft) 5 <br /> I <br /> I ^ _ <br /> SAMPLE v <br /> MATERIAL <br /> REMARKS <br /> • 0 CO z -1a) DESCRIPTION <br /> O --. a) U .0 C d..� <br /> IfsL C C c en L a'y c <br /> I • NNNNN <br /> . ONC <br /> W 0 1- fA I-• 0 U C.) W 20 <br /> `�1-' SOD 3 to 4 inches sod and topsoil (Probe)P=4 to 6 inches <br /> I <br /> .. . <br /> Sp Gray fine to medium sand(loose to medium dense,moist)(fill) <br /> XI •-•..... 12 <br /> SM Gray silty fine sand with occasional gravel and cobbles(very dense,moist) <br /> (glacial till) <br /> I <br /> _b�ti 2 / Z - - 6 P<%z inch <br /> SA,%F=39 <br /> I /�\ <br /> I <br /> -h 3— _ <br /> w <br /> 0 <br /> a <br /> ~'h10 4 3 - P•c%inch <br /> I 0 <br /> aw <br /> e <br /> z <br /> 0 <br /> u <br /> E o, <br /> 6 <br /> a-h b No groundwater seepage observed <br /> I 1 No caving observed <br /> m <br /> 0 <br /> 'a <br /> E <br /> F <br /> z <br /> c� <br /> R Notes: See Figure A-1 for explanation of symbols. <br /> g The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 1/2-foot. <br /> o• • <br /> a <br /> $I <br /> Log of Test Pit TP-5 <br /> Project: Administration Building Office Expansion <br /> Project Location: Everett,Washington <br /> GE®ENGINEERS t g Figure A-6 <br /> I <br /> w Project Number: 0482-031-02 Sheet 1 of 1 <br />