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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 /> • <br /> SAMPLE <br /> a, <br /> o o MATERIAL <br /> z J DESCRIPTION a REMARKS <br /> T3 <br /> a t CQ. _C L a'y <br /> E'N U N.J <br /> c0 O <br /> W I- (ON 0 05 W 2V <br /> CR Crushed gravel surfacing <br /> SM Brownish-gray silty fine to medium sand with gravel and occasional Till-like <br /> 1 cobbles(dense to very dense,moist)(glacially consolidated soils) s %F=39 <br /> 1—X <br /> 2— - - <br /> Probe depth 0 to 0.25 inches <br /> • <br /> \�/ 2 <br /> 3— <br /> /L\ Probe depth 0.25 inches <br /> 4 / <br /> XProbe depth 0 inches <br /> Test pit completed at 4%feet <br /> oNo groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,2,and 4%feet <br /> Z <br /> P9 O <br /> 'a <br /> O <br /> a <br /> z <br /> O <br /> O <br /> R Notes: Please see Figure A-1 for explanation of symbols. <br /> V. <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 /> ♦ i <br /> • <br /> Log of Test Pit TP-5 <br /> Project: Central Utility Plant Parking Lot3 <br /> G EO ENGINEER • �'�` Project Location: Everett,Washington Figure A-6 <br /> 2 ,, / Project Number: 10738-010-00 Sheet 1 of 1 , <br />