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I <br /> I LOG OF EXPLORATORY BORING B-9 . <br /> KRAZAN AND ASSOCIATES,INC. PROJECT:Everett Water Main V DATE:4-6-2020 <br /> PROJECT NO.:092-20006 PAGE:1 of 1 <br /> I LOGGED BY: EC&JL SURFACE ELEVATION: <br /> CONTRACTOR:Geologic Drill BORING TYPE:Hollow Stem Auger <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> Natural Moisture <br /> 1 <br /> N-VALUE(GRAPH) k Content <br /> 0 JHI <br /> = tr MATERIAL DESCRIPTION 0 =N W <br /> I J <br /> I— 0 1- �° •�c a <br /> w sn < O m s j (Percent) <br /> ❑ ❑ 3 m°;z r w 10 20 30 40 10 20 30 40 <br /> Asphalt—5" <br /> rig <br /> i <br /> Brown silty sand with gravel and cobbles(loose to medium dense, moist to wet) <br /> I tip:=2 <br /> �•;:•�• (Undocumented Fill) DRAT <br /> :•i:•e *Hit on rock while sampling @ 2.5-4'. <br /> i t'''CV <br /> 1:::• h <br /> •i`'Jam'' 3.3 <br /> 5 :.I l I Gray to brown,silty sand with clay /% <br /> I (medium dense,moist) 14 <br /> (Recessional Outwash) 74 2410 <br /> 17 <br /> 17.6 I <br /> i t ij-i . <br /> .4.:: <br /> Gray sandy silt with clay i <br /> (stiff to very stiff, moist) s / <br /> (Recessional Lacustrine Deposits) a 13 I <br /> 7 <br /> \1 1 ,10-' 1 <br /> i i <br /> 1 <br /> 6 13 I <br /> End of Exploratory Boring <br /> I 1 <br /> J <br /> i <br /> i <br /> 15— <br /> II - <br /> - l <br /> 20— i <br /> - I S <br /> I � <br /> Water Level Initial:0 Final:i <br /> Water Observations:Groundwater seepage was not observed during the exploration. <br /> 1 Notes: <br /> I <br />