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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 /> w Em c0 13,,s MATERIAL <br /> Z - 1 q) DESCRIPTION a REMARKS <br /> O N m U w <br /> •� L C —C c z C <br /> N Tp 70 d <br /> f,3 O <br /> � d � W U •� <br /> w O F (OF- 0 0U w gig c� <br /> CR Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(dense,moist)(glacially Till-like <br /> • consolidated soils) <br /> —X <br /> 2— r'--- — <br /> SM Light gray silty fine to medium sand with gravel and occasional cobbles <br /> (very dense,moist) <br /> Probe depth 0.25 inches <br /> • <br /> • <br /> 3— — — <br /> • <br /> • <br /> 2 <br /> • <br /> 4 <br /> Test pit completed at 4%feet <br /> No groundwater seepage observed <br /> No caving observed <br /> al Disturbed soil samples obtained at 1,4,and 4%feet <br /> 0 <br /> Z <br /> O <br /> O <br /> 3 <br /> 0 <br /> cv <br /> F <br /> cg9 <br /> r3 <br /> P-2 <br /> r <br /> W <br /> O <br /> 6) <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 /> • • <br /> Log of Test Pit TP-4 <br /> Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E S.... Project Location: Everett,Washington <br /> Figure A-5 <br /> 6` Project Number: 10738-010-00 Sheet 1 of 1 <br />