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LOG OF EXPLORATORY BORING B-6 <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 /> w y Natural Moisture <br /> w z c^ N- VALUE(GRAPH) Content <br /> ce MATERIAL DESCRIPTION OU— 2 <br /> I— <br /> o LiJ F o t. Q a (Percent) I <br /> o co co °' isl Q 10 20 30 40 10 20 30 40 <br /> Lo co Q n z co i___ _.1_ i <br /> Approx. 5-inches of asphalt roadway pavement. <br /> !!' Gray-Brown Silty Sand with Gravel(SM)(Very Dense, III <br /> Moist) <br /> - : iii <br /> a• <br /> !• <br /> d i9 <br /> i/f:• <br /> ii 4!. <br /> .,,: :Ii• i <br /> !iii!:• 24 <br /> d!. <br /> •9 50(6-in) <br /> ::R:4 50+ <br /> i9 <br /> :: )A:: <br /> A 91 <br /> t:• <br /> ."::'•:4 <br /> r!:4 18 <br /> :: 49 <br /> R.•i§ 50(64n) <br /> .:E::ir.• 50+ <br /> " • <br /> E::i'ia <br /> i, <br /> i.•5 <br /> i' <br /> 01 22 <br /> i§ <br /> :• 33 1 <br /> .i!r Sp+ <br /> .:• <br /> 41 50(5.5-in) • <br /> • <br /> End of Exploratory Boring <br /> 10— 1 <br /> Water Level Initial: . Final:V <br /> Water Observations:Groundwater seepage was not observed. <br /> Notes:-- <br /> Watermain Replacement''U" APPENDIX A-SOIL BORINGS October 1,2015 <br /> WO No. UP3698 SP-222 <br />