Laserfiche WebLink
Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 7.5 <br /> SAMPLE <br /> I <br /> w E mo o „ MATERIAL <br /> �O <br /> REMARKS <br /> g z DESCRIPTIONoL C L d'w c '''E'. <br /> 1) N %N l0 O SI O i- <br /> w O F coF- Q Q5 w g8 <br /> tCR Crushed gravel surfacing <br /> \�/ SM Dark brown silty fine to medum sand(loose,moist)(fill) <br /> 1— J� - - <br /> •/ Probe depth 12 inches <br /> 2 <br /> 2—X <br /> Grades to light brown fine to coarse sand <br /> Probe depth 12 inches <br /> 3— — — <br /> ` <br /> a Grades to with occasional organic matterp <br /> Probe depth 12 inches <br /> g SM Brownish-gray silty fine to medium sand with gravel(medium dense to <br /> w dense,moist)(glacially consolidated soils) <br /> O <br /> a 5— — — <br /> fl- <br /> 'w <br /> w <br /> 0 <br /> it <br /> S <br /> C' <br /> z <br /> 0 <br /> w <br /> O <br /> d :—7m— <br /> F x 5 SM Brown silty fine to medium sand with gravel(medium dense to dense) <br /> 5tr, <br /> Test pit completed at 7%feet <br /> E No groundwater seepage observed <br /> No caving observed <br /> 0. Disturbed soil samples obtained at 1,2,3%,5,and 7%feet <br /> a <br /> z <br /> 6 <br /> a <br /> N <br /> H <br /> U <br /> O <br /> 3 <br /> 0 <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 /> 3N <br /> O.°, % <br /> Log of Test Pit TP-3 <br /> I j ' Project: Central Utility Plant Parking Lot <br /> G EO E N I N E E Ri r " Project Location: Everett,Washington <br /> ' Figure A-4 <br /> &` J Project Number: 10738-010-00 Sheet 1 of 1 <br />