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LOG OF EXPLORATORY BORING B-7 <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 /> co <br /> > 173 <br /> z N-VALUE(GRAPH) Natural Moisture <br /> w_1 0 Content <br /> MATERIAL DESCRIPTION 0— D N <br /> a p (Percent) <br /> o j 13- <br /> m a z N 10 20 30 40 10 20 30 40 <br /> Approx. 5-inches of asphalt roadway pavement. <br /> ."., !" Gray-Brown Silty Sand with Gravel(SM)(Dense, Moist) <br /> —. '1i., <br /> 1 € !hi <br /> IO <br /> 15 <br /> .1 <br /> . a <br /> '� 33 <br /> i:4!1 <br /> .:. <br /> i? 15 <br /> IK <br /> .r <br /> i9 <br /> 5J,.::. a <br /> .:• 11 <br /> i 5!} <br /> i <br /> 18 <br /> 41 <br /> €:iia <br /> • 23 f <br /> I <br /> • <br /> • <br /> : ii:r <br /> 14 <br /> is <br /> i <br /> 37 <br /> • 22 <br /> i ,,:: •I <br /> i End of Exploratory Boring <br /> 1 10— <br /> Water Level Initial:. Final:I <br /> Water Observations:Groundwater seepage was not observed. <br /> Notes:— <br /> IWafermain Replacement"U" APPENDIX A-SOIL BORINGS October 1,2019 <br /> WO No. UP3698 SP-223 <br />