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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 5.0 <br /> SAMPLE <br /> iu <br /> w <br /> (16). � o o MATERIAL <br /> w DESCRIPTION REMARKS <br /> w <br /> L C ca 0•y o T d <br /> N N aa`ai mvai 10 O c o0 <br /> w I— O)I- t" 05 w <br /> IgCR Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(loose to medium dense, <br /> • moist)(fill) <br /> 1—X • <br /> • <br /> 2 Till-like <br /> SM Grayish-brown silty fine to medium sand(dense to very dense,moist) <br /> (glacially consolidated soils) <br /> Probe depth approximately 5 inches <br /> • <br /> 2 13 %F=46 <br /> 3—X SM Light gray silty fine to medium sand with gravel and occasional cobbles — Probe depth p approximately 0.25 inches <br /> (very dense,moist) <br /> • <br /> 4— • - - <br /> • <br /> 3 <br /> CtT <br /> UI • <br /> 5 Test pit completed at 5 feet <br /> No groundwater seepage observed <br /> 1E, No caving observed <br /> Disturbed soil samples obtained at 1,3,and 5 feet <br /> 0 <br /> N <br /> d <br /> W <br /> Z <br /> O <br /> z <br /> U <br /> O <br /> a• <br /> O <br /> i; 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 /> • 1 <br /> • <br /> Log of Test Pit TP-6 <br /> Project: Central Utility Plant Parking Lot <br /> EO E N G 1 N E E RS.... .,/I' Project Location: Everett,Washington Figure A-7 <br /> • Project Number: 10738-010-00 Sheet 1 of 1 , <br />