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I <br /> LOG OF EXPLORATORY BORING B-2 I <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: I <br /> CONTRACTOR:Geologic Drill BORING TYPE:Hollow Stem Auger <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> en <br /> 11.1 J M -,F= N-VALUE(GRAPH) Natural Moisture <br /> Content <br /> _ MATERIAL DESCRIPTION IL N w <br /> a U 's io —I a a l <br /> w rn Q O d _ < (Percent) I <br /> w m & Z N 10 20 30 40 10 20 30 40 <br /> :: Asphalt—3" i <br /> .•: Brown silty sand with gravel J <br /> •��•�. (loose, moist) I <br /> :ti (Undocumented Fill) DRAF <br /> 17 <br /> Se* <br /> Lo';r,:;. 5 8I <br /> j 4 6 I <br /> E.: i i <br /> ` Brown sand with silt and gravel l I <br /> (medium dense,moist) 5 <br /> (Recessional Outwash) 5 15 111— It <br /> 1a <br /> p I Brown sand with trace silt111 <br /> (medium dense,moist) 7 <br /> (Recessional Outwash) —"15 30 .1 <br /> 15 <br /> I <br /> End of Exploratory Boring <br /> I <br /> 15_ i I <br /> 1 I <br /> I <br /> 20— ! I i I <br /> E i <br /> I <br /> Water Level Initial: Final: <br /> Water Observations:Groundwater seepage was not observed during the exploration. <br /> Notes: I <br /> I <br />