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I <br /> LOG OF EXPLORATORY BORING B-8 <br /> KRAZAN AND ASSOCIATES,INC. PROJECT:Everett Water Main V DATE:4.6-2020 <br /> PROJECT NO.:092-20006 PAGE:1 of 1 <br /> 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 /> eu <br /> J co 14 � <br /> w z N-VALUE(GRAPH) Natural Moisture <br /> Content <br /> x MATERIAL DESCRIPTION v._ w a <br /> _ W �N J <br /> cc <br /> I- ' v Sic aoI o. <br /> wo _ O (Percent) <br /> Q w Q 10 20 30 40 10 20 30 40 <br /> Asphalt�-6" <br /> ----------------------------------------------------------------------- <br /> -•::: Brown silty sand with trace gravel <br /> (loose to medium dense, moist) <br /> ••, `.,(Undocumented Fill) DRAFT i <br /> Gray to brown sandy silt <br /> (stiff to very stiff, moist) 5 <br /> (Recessional Lacustrine Deposits) s 15 <br /> 18 <br /> 1 III <br /> 5 1 1 <br /> 8 <br /> 8 16 I <br /> 19.4 <br /> 8 ■ <br /> i <br /> rI <br /> e 18 I <br /> to <br /> I10_ <br /> 8 1 <br /> 10 24 <br /> _ y-y 14 F <br /> End of Exploratory Boring <br /> Ii <br /> 15-i <br /> I <br /> I <br /> I <br /> 20— 1 <br /> — I <br /> 1 Water Level Initial:Q Final:1. <br /> Water Observations:Groundwater seepage was not observed during the exploration, <br /> Notes: I <br /> I <br />