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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 4.5 <br /> SAMPLE <br /> a� <br /> o <br /> MATERIAL <br /> w e m o °2 REMARKS <br /> w u) z DESCRIPTION <br /> O N m V +� C m C <br /> L C Q C L d'y > >N <br /> fl 3 y O <br /> N74 N N O�p C O O <br /> W o F co F- (0 05 W U <br /> CR Crushed gravel surfacing <br /> SM Brownish-gray silty fine to medium sand with gravel and occasional Till-like <br /> — cobbles(dense to very dense,moist)(glacially consolidated soils) 9 %F.39 <br /> f—� <br /> 2— - - <br /> Probe depth 0 to 0.25 inches <br /> X2 <br /> • <br /> Probe depth 0.25 inches <br /> 4 3 <br /> X • Probe depth 0 inches <br /> Test pit completed at 4%feet <br /> No groundwater seepage observed <br /> No caving observed <br /> a Disturbed soil samples obtained at 1,2,and 4%feet <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> E <br /> 0 <br /> 8 <br /> F <br /> z <br /> (7 <br /> O <br /> C <br /> Z <br /> O <br /> o Notes: Please see Figure A-1 for explanation of symbols. <br /> it 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 /> 3♦ � <br /> a1 • <br /> P. <br /> Log of Test Pit TP-5 <br /> Project: Central Utility Plant Parking Lot <br /> GEOENGINEER5 Project Location: Everett, Washington Figure A-6 <br /> Project Number: 10738-010-00 Sheet 1 of 1 <br />