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I <br /> I LOG OF EXPLORATORY BORING B-1 <br /> KRAZAN AND ASSOCIATES, INC. PROJECT:Everett Water Main U DATE:09/18/18 <br /> PROJECT NO.:092-18011 PAGE:1 of 1 <br /> 1111 LOGGED BY: JL SURFACE ELEVATION:-- <br /> CONTRACTOR:Geologic Drill BORING TYPE:HSA,Trailer Rig <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> Icn <br /> j m -1^ N-VALUE(GRAPH) NaturaMoisturet <br /> w <br /> MATERIAL DESCRIPTION OU^, o: <br /> N rj <br /> ui <br /> a o F- p . Q ° (Percent) <br /> w m a -J m >N a 10 20 30 40 10 20 30 40 <br /> Approx.4-inches of asphalt roadway pavement. <br /> II <br /> 45 Gray-Brown Silty Clay(CH-MH) <br /> (Medium Stiff, Moist) <br /> 0 <br /> 3 <br /> I 05 <br /> 111 -05 <br /> 5 i <br /> X z 5 <br /> / � 3 <br /> /X <br /> �X <br /> 5— <br /> �Xr`y�� <br /> Soil becomes stiff. <br /> /--I 5 <br /> 13 <br /> X B <br /> I0//X5X <br /> 4X <br /> Soil becomes very stiff. 5 <br /> e 19 <br /> 05 <br /> II <br /> I <br /> End of Exploratory Boring <br /> 1 10— <br /> Water Level Initial: Final:1 <br /> IWater Observations:Groundwater seepage was not observed. <br /> Notes:-- <br /> Watermann Replacement"t74' APPENuIX A-SOIL BORINGS October 1,2015 <br /> WO No. UP3698 SP-217 <br />