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I <br /> LOG OF EXPLORATORY BORING B-2 <br /> i <br /> KRAZAN AND ASSOCIATES, INC. PROJECT: Everett Water Main U DATE:09/18/18 <br /> PROJECT NO.:092-18011 PAGE:1 of 1 <br /> LOGGED BY: JL SURFACE ELEVATION:-- <br /> CONTRACTOR:Geologic Drill BORING TYPE: HSA,Trailer Rig <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> I- H Natural Moisture <br /> > Z J N-VALUE(GRAPH) Content <br /> _ N <br /> MATERIAL DESCRIPTION v <br /> I- c0) w 3`O < a M <br /> s (Percent) <br /> wo ? < -i a isi Q 10 20 30 40 10 20 30 40 <br /> m a z m i1. _ i. i <br /> Approx.4-inches of asphalt roadway pavement. <br /> ::" Brown Silty Sand with Gravel (SM)(Dense, Moist) <br /> 49 <br /> - !I i7! <br /> €i. <br /> 0 <br /> a <br /> :i it <br /> i .:• 8 <br /> i§ <br /> 15 <br /> • 35 <br /> .:• 20 <br /> I\ <br /> i it <br /> • <br /> i• <br /> 5-- ::i' 14 <br /> Soil turns brown-gray. <br /> :iic9 41 <br /> - dig 24 <br /> 0 <br /> - lid <br /> :i 101 <br /> 710 Soil turns gray and becomes very dense. 27 <br /> i. <br /> • 32 <br /> ;i vi 50+ <br /> .:• <br /> :i i7 34 <br /> • <br /> VP <br /> End of Exploratory Boring <br /> 10— 1 <br /> Water Level Initial:2 Final:I <br /> Water Observations:Groundwater seepage was not observed. <br /> Notes:-- <br /> 1nTatermam Replacement 'U' Oidi'1 ib October 1, 2018 I <br /> WO No.UP3698 SP-218 <br />