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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 5.0 <br /> SAMPLE y <br /> it <br /> E m a MATERIAL <br /> a) 0 z J al 0) DESCRIPTION REMARKS <br /> •O ca y m U w C v <br /> o N N a N U 55 <br /> N 5) 5) m N a O c MU <br /> W 0 I- 0 F- 0 0 0 W <br /> CR Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(loose to medium dense, <br /> moist)(fill) <br /> 1—X <br /> 2 • SM Grayish-brown silty fine to medium sand(dense to very dense,moist) Till-like <br /> (glacially consolidated soils) <br /> Probe depth approximately 5 inches <br /> 13 <br /> 3 )1 '' � SM Light gray silty fine to medium sand with gravel and occasional cobbles Probe depth approximately 0.25 inches <br /> (very dense,moist) <br /> •4— - - <br /> (0 \ / 3 <br /> X <br /> w <br /> Oi <br /> F 5 <br /> Test pit completed at 5 feet <br /> t No groundwater seepage observed <br /> w No caving observed <br /> m, Disturbed soil samples obtained at 1,3,and 5 feet <br /> w <br /> C2 <br /> '.D. <br /> y <br /> K <br /> "I' <br /> Z <br /> O <br /> (7 <br /> E <br /> r <br /> a <br /> E <br /> N <br /> (2 <br /> Oz <br /> S <br /> G <br /> z <br /> a <br /> rn <br /> U <br /> W <br /> O <br /> 0 <br /> Z <br /> O <br /> E Notes: Please see Figure A-1 for explanation of symbols. <br /> c 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 /> a♦ 1 <br /> Log of Test Pit TP-6 <br /> o 40.1, Project: Central Utility Plant Parking Lot <br /> 9 G EO EN G I N E E RS� <br /> Project Location: Everett,Washington Figure A-7 <br /> l Project Number: 10738-010-00 Sheet 1 of 1 <br />