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Date Excavated: 9/17/201 Logged By: FRV <br /> Equipment: Backhoe Case 580E Series 2 Total Depth (ft) 5.5 <br /> • <br /> SAMPLE v <br /> LE, <br /> as <br /> w £ o o MATERIAL <br /> w Z J i DESCRIPTION a REMARKS <br /> p m .Si m U C W« <br /> �$. L c C L O-'N 3 N ry <br /> Is.' rn E S ON U <br /> W 0 F-- 0)1-- 0 0U Ui o0 U <br /> tCR Crushed gravel surfacing <br /> SM Gray silty fine to medium sand with gravel and occasional organic Probe dRotth o inches <br /> s <br /> matter(medium dense,moist)(fill) <br /> 1— y • • - - <br /> 29 %F=37 <br /> 2—L — <br /> 3— -< 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 X a — — Probe depth approximately 0 to 0.25 <br /> inches <br /> y <br /> Test pit completed at 5'%feet <br /> No groundwater seepage observed <br /> oNo caving observed <br /> y Disturbed soil samples obtained at 1,2,4,and 5%feet <br /> E00 z <br /> 0 <br /> 0 <br /> E <br /> r <br /> t <br /> F <br /> a <br /> 'a <br /> S <br /> F <br /> z <br /> 6 <br /> Ei <br /> N <br /> f <br /> U <br /> W <br /> O <br /> K <br /> 0 <br /> o Notes: Please see Figure A-1 for explanation of symbols. <br /> it 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 /> a1 • <br /> Log of Test Pit TP-7 <br /> Project: Central Utility Plant Parking Lot <br /> G EO E N G I N E E R Project Location: Everett,Washington Figure A-8 <br /> % �//� Project Number: 10738-010-00 Sheet 1 of 1 <br />