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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 6.5 <br /> SAMPLE , <br /> ID <br /> I <br /> w — a E m o - MATERIAL <br /> a) n Z J R a) DESCRIPTION REMARKS <br /> m m V w a, <br /> ''p .0 C _ C Q °- 7N <br /> N Na) `- (0 8.) N `— C OUW a F- (.0 F- U0U w <br /> tCR ' Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(medium dense,moist)(fill) <br /> 1— X - - <br /> -/\ • • Probe depth 0.5 inches <br /> •\�/ 2 20 %F=37 <br /> 2— X <br /> Probe depth approximately 0.5 inches <br /> 3 Grades to reddish-brown <br /> \/ 3 <br /> 4—X <br /> x i! <br /> /\ SM Brown silty fine to medium sand with gravel(dense,moist)(glacially <br /> Till-like <br /> consolidated soils) <br /> U <br /> o <br /> 5— — Probe depth approximately 1 to 2 inches <br /> E-N <br /> ,..„..2 • , SM Gray silty fine to medium sand with gravel and occasional cobbles <br /> 6 , - (dense to very dense,moist) - <br /> fgz <br /> o Test pit completed at 6%feet <br /> No groundwater seepage observed <br /> No caving observed <br /> E Disturbed soil samples obtained at 1,2,4,and 6%feet <br /> P- <br /> `',"0 <br /> g- <br /> §S <br /> ,. <br /> 0 <br /> Pc <br /> t- <br /> o 0 <br /> Notes: Please see Figure A-1 for explanation of symbols. <br /> 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 /> 3l , <br /> Log of Test Pit TP-2 <br /> Project: Central Utility Plant Parking Lot <br /> G EQ E NGINEERS.117 Project Location: Everett, Washington Figure A-3 <br /> Project Number: 10738-010-00 Sheet 1 of 1 , <br />