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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 5.5 <br /> SAMPLE <br /> a <br /> ti <br /> w if; E go o �„ MATERIAL <br /> • CD GO J 0 DESCRIPTION e REMARKS <br /> O .... m N p� U U C d <br /> @ .c c —c L O.'n 7 �� <br /> a W E N O. =N 8 c <br /> f- O <br /> IL• 0 I— V)1-- (0 0 0 tu �U <br /> tCR Crushed gravel surfacing <br /> - SM Gray silty fine to medium sand with gravel and occasional organic Probe depthoot0 inches <br /> \/ ots <br /> matter(medium dense,moist)(fill) <br /> 1— j <br /> \ / 2 %F=37 <br /> 2_X9— — <br /> 3— ;i! Probe depth approximately 0.5 inches <br /> • SM Grayish-brown silty fine to medium sand with gravel and occasional Till-like <br /> cobbles(dense to very dense,moist)(glacially consolidated soils) <br /> 3 <br /> 4—X <br /> U <br /> Ui <br /> 5 q — — Probe depth approximately 0 to 0.25 <br /> a • <br /> inches <br /> • <br /> 2' Test pit completed at 5%feet <br /> LA No groundwater seepage observed <br /> E- No caving observed <br /> Disturbed soil samples obtained at 1,2,4,and 5%feet <br /> it <br /> zz <br /> c� <br /> z <br /> `A O <br /> a <br /> C9 <br /> F <br /> z <br /> r, <br /> S <br /> s <br /> ri <br /> U <br /> O <br /> 3 <br /> z <br /> 0 <br /> o 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 /> ♦ i <br /> E• • <br /> Log of Test Pit TP-7 <br /> Project: Central Utility Plant Parking Lot <br /> 9 G EO E N G I N E E RS I / Project Location: Everett,Washington <br /> Figure A-8 <br /> 1\ Project Number: 10738-010=00 Sheet 1 of 1 ,, <br />