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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 6.0 <br /> SAMPLE <br /> a <br /> _ m <br /> MATERIAL REMARKS <br /> Z U <br /> J a) DESCRIPTION <br /> , C C <br /> > •5_ <br /> 0. j.N =O <br /> N Q N l=W T. O l6 U O O <br /> LT, o FU- coF-- U` 0U w U <br /> SM Brown silty fine to medium sand with gravel and occasional organic <br /> matter(loose,moist)(fill) <br /> - Probe depth 0 inches <br /> Roots <br /> t <br /> 2— - - <br /> • <br /> - Probe depth 4 to 5 inches <br /> • <br /> 3— - - <br /> • <br /> Increased silt content <br /> 2 <br /> 4— <br /> w /\ s ML Brown/gray sandy silty(stiff to very stiff,moist)(glacially consolidated 17 %F=61 <br /> o soils) <br /> 0 <br /> 5 — <br /> Occasional gravel and cobbles <br /> 6 Test pit completed at 6 feet <br /> LT, No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,4,and 5 feet <br /> C <br /> E <br /> 8 <br /> a <br /> 0 <br /> 0 <br /> Notes: Please see Figure A-1 for explanation of symbols. <br /> T 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� J <br /> ae <br /> Log of Test Pit TP-8 <br /> Project: Central Utility Plant Parking Lot <br /> GEOENGINEERSProject Location: Everett, Washington <br /> Figure A-9 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />