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LOG OF EXPLORATORY BORING B-9 <br /> KRAZAN AND ASSOCIATES, INC, PROJECT:Everett Water Main U DATE:09/19/18 <br /> PROJECT NO.:092-18011 PAGE:1 of 1 ELEVATION:-- <br /> BORING TYPE:HSA,Trailer Rig <br /> LOGGED BY: JL SURFACE <br /> CONTRACTOR:Geologic Drill <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> I CO <br /> j z m IS N-VALUE(GRAPH) Natural Moisture <br /> w m �- Content <br /> ca <br /> MATERIAL DESCRIPTION 0^- m N LIJI <br /> ~ ~ o ao n- <br /> o 0 p <br /> w N Q J °1 >r Q 10 20 30 40 (Percent) <br /> 10 20 30 40 <br /> Approx. 6-inches of concrete roadway pavement. <br /> I 0 / Brown to gray clay with silt(CH) <br /> / (moist, stiff to very stiff) <br /> I • <br /> 0 / <br /> 0 / 4 <br /> I 3 <br /> 9 <br /> 0 / <br /> X� / <br /> 5 / 6 <br /> Soil becomes very stiff clay with silt. <br /> I 0 / 9 <br /> 0 20 <br /> 0 <br /> 11 9 <br /> ,{0 / <br /> I / <br /> 0 / -Soil becomes stiff clay with silt. <br /> / <br /> 1 / <br /> 0 6 <br /> 15 t <br /> / 9 <br /> I g • <br /> __e___,,_ <br /> End of Exploratory Boring <br /> 110— <br /> Water <br /> Level Initial: Final: <br /> Water Observations:Groundwater seepage was not observed. <br /> Notes:-- <br /> IWatermain Keplacement Ai' ArNtNutX A -SOIL BORINGS October 1,2015 <br /> WO No. UP3698 SP-225 <br />