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I <br /> 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 /> _ a <br /> °' MATERIAL <br /> • E REMARKS <br /> w J DESCRIPTION <br /> O m N U C <br /> • t C n s L Q'a) > <br /> fl. N E ,/) <br /> U y C <br /> N a)N N O` c U <br /> W O F coF 0 0 U W <br /> sM Brown silty fine to medium sand with gravel and occasional organic <br /> • matter(loose,moist)(fill) <br /> J - • Probe depth 0 inches <br /> Roots <br /> ,_X • <br /> 2— - - <br /> Probe depth 4 to 5 inches <br /> • <br /> 3— • - - <br /> • <br /> Increased silt content <br /> z <br /> X • <br /> • <br /> Lao 3 ML Brown/gray sandy silty(stiff to very stiff,moist)(glacially consolidated 17 %F=61 <br /> w X soils) <br /> 5 — — <br /> Fi Occasional gravel and cobbles <br /> 0 <br /> it 6 Test pit completed at 6 feet <br /> No groundwater seepage observed <br /> No caving observed <br /> Disturbed soil samples obtained at 1,4,and 5 feet <br /> 0 cv <br /> ti <br /> D <br /> QU <br /> S <br /> z <br /> S <br /> y <br /> O <br /> a <br /> 0 <br /> O <br /> Notes: Please see Figure A-1 for explanation of symbols. <br /> s 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♦ I <br /> n• • <br /> Log of Test Pit TP-8 <br /> Project: Central Utility Plant Parking Lot <br /> Go N G I N E E Project Location: Everett,Washington <br /> k Project Number: 10738-010-00 Figure 1 o 9 <br />