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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 /> d <br /> w E m o MATERIAL <br /> w w g Z S R : DESCRIPTION REMARKS <br /> �p L C c L Q.Q 7 C y <br /> N a n. E o a 0 2 U Ti C <br /> N O <br /> LT, D H Pp1.°.! C) 6U w m <br /> CR 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— j <br /> Probe depth approximately 0.5 inches <br /> • <br /> • <br /> — <br /> 3 Grades to reddish-brown <br /> 4—X SM Brown silty fine to medium sand with gravel(dense,moist)(glacially <br /> Till-like <br /> consolidated soils) <br /> U <br /> F <br /> W <br /> U •I _ <br /> 'n'ili 5 _ — <br /> Probe depth approximately 1 to 2 inches <br /> w <br /> o °`/ sM Gray silty fine to medium sand with gravel and occasional cobbles <br /> 6 X a - (dense to very dense,moist) - <br /> A <br /> i <br /> o Test pit completed at 6%feet <br /> No groundwater seepage observed <br /> No caving observed <br /> m. Disturbed soil samples obtained at 1,2,4,and 6%feet <br /> a <br /> :1- <br /> 23 0 <br /> 'a <br /> 5. <br /> S <br /> F <br /> z <br /> 2- <br /> N <br /> F <br /> U <br /> W <br /> O <br /> g <br /> rc <br /> 0 <br /> z <br /> 0 <br /> E 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 /> ♦ I <br /> a• • <br /> Log of Test Pit TP-2 <br /> Project: Central Utility Plant Parking Lot <br /> E G EQ EN G I N E E R5 Project Location: Everett,Washington <br /> Figure A-3 <br /> \ „�„�/ Project Number: 10738-010-00 Sheet 1 of 1 , <br />