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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 /> ram <br /> w o a <br /> J MATERIAL <br /> 4.) z cp DSCRIPTION e REMARKS <br /> O O 2 U C m« <br /> O) <br /> f6 L C n c w <br /> C LQ'y 7 �., <br /> O- N E N Q O N U ._g <br /> N 4) N co ` m c <br /> 10 <br /> w <br /> I- co1- 0 CSU w <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 /> • <br /> 1— x <br /> • <br /> • <br /> • <br /> 2— - - <br /> • <br /> • <br /> Probe depth Oto 0.25 inches <br /> \�/ 2 <br /> 3— J( <br /> Probe depth 0.25 inches <br /> • <br /> • <br /> 4 v <br /> Probe depth 0 inches <br /> Test pit completed at 4%feet <br /> No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,2,and 4%feet <br /> O <br /> CD <br /> W <br /> Z <br /> CD O <br /> a <br /> 0 <br /> O <br /> S <br /> C <br /> S <br /> N <br /> F <br /> U <br /> O <br /> tt <br /> a <br /> 0 <br /> 0 <br /> El 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 /> 3♦ • <br /> 2' <br /> Log of Test Pit TP-5 <br /> Project: Central Utility Plant Parking Lot <br /> GEOENGINEERS...0 Project Location: Everett,Washington Figure A-6 <br /> Project Number: 10738-010-00 Sheet 1 of 1 <br />