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Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 8.5 <br /> SAMPLE <br /> a) <br /> r. <br /> w o o . MATERIAL <br /> • a) co Z J R a, DESCRIPTION a REMARKS <br /> O O) a1 o) U C N 1 <br /> .R . c c 0 o•y ii a <br /> d a .i E.N m om U og, <br /> W 0 H to 1- CO U U w 2 U <br /> IN CR Crushed gravel surfacing <br /> SM Brownish-gray silty fine to medium sand with gravel(medium dense, <br /> X <br /> moist)(fill) <br /> 1— - - <br /> z <br /> 2—� - - <br /> - Probe depth approximately 1 to 1.5 <br /> • inches <br /> 3— - - <br /> 4— x <br /> /\ ,,�,,, OL Dark brown silt/clay with organic matter(soft to medium stiff,moist) <br /> LA-A.. <br /> (former topsoil layer) <br /> - <br /> w ....A.A. Probe depth approximately 2 to 3 inches <br /> s <br /> 4 ,Ah 120 OC=25% <br /> a 5— — — <br /> a ,..A.A. <br /> ti) ,..A-A,- <br /> l.Ati <br /> 0 <br /> o LAh <br /> c? a— - - <br /> Pi <br /> F. <br /> �� <br /> - ......A.A.L?, �A <br /> Lu, <br /> 11 lh <br /> E 7 <br /> r ML/CL Brown/gray silt/clay(stiff to very stiff,moist)(recent clay and silt) Mottled <br /> IT <br /> E <br /> O <br /> F§5 8 5 % - - <br /> al- <br /> ,.. <br /> /\ j <br /> F Test pit completed at 8%feet <br /> a) No groundwater seepage observed <br /> Minor caving observed from 6 to 7 feet <br /> i Disturbed soil samples obtained at 1,2,4,5,and 8%feet <br /> c, <br /> C) <br /> U <br /> W <br /> O <br /> 0 <br /> z <br /> 0 <br /> E Notes: Please see Figure A-1 for explanation of symbols. <br /> L' 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 /> % • <br /> v. <br /> Log of Test Pit TP-1 <br /> Project: Central Utility Plant Parking Lot <br /> GEOENGIEERJ�E Project Location: Everett,Washington Figure A-2� Project Number: 10738-010-00 Sheet 1 of 1` <br /> , <br />