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e • <br /> Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 6.5 <br /> SAMPLE <br /> iu <br /> is <br /> 4_1' go o MATERIAL <br /> • w to z J DESCRIPTION o REMARKS <br /> O O/ N 0) U w C v c <br /> N <br /> F• N N B Z l6 02 U O p <br /> lL o FC-I.) 6 68 W 8 <br /> CCR Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(medium dense,moist)(fill) <br /> 7 <br /> x <br /> Probe depth 0.5 inches <br /> \/ 2 20 %F=37 <br /> 2— J( – <br /> /\ Probe depth approximately 0.5 inches <br /> 3 – <br /> Grades to reddish-brown <br /> 3 <br /> 4—X • <br /> SM Brown silty fine to medium sand with gravel(dense,moist)(glacially Till-like <br /> consolidated soils) <br /> U <br /> f <br /> O <br /> W <br /> O <br /> a 5— — — <br /> ,� • Probe depth approximately 1 to 2 inches <br /> P63- <br /> w <br /> W, _ <br /> L-6!. SM Gray silty fine to medium sand with gravel and occasional cobbles <br /> 6 - (dense to very dense,moist) - <br /> S V a <br /> El Test pit completed at 6%feet <br /> u, No groundwater seepage observed <br /> No caving observed <br /> E Disturbed soil samples obtained at 1,2,4,and 6%feet <br /> a <br /> a <br /> E <br /> F <br /> 2 <br /> 'a <br /> Uz <br /> R <br /> z <br /> T <br /> S <br /> F- <br /> U <br /> W <br /> O <br /> 3 <br /> 0 <br /> z <br /> O <br /> F, Notes: Please see Figure A-1 for explanation of symbols. <br /> L' 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 /> s <br /> Log of Test Pit TP-2 <br /> s Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E R S�� Project Location: Everett,Washington Figure A-3 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />