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p <br /> I LOG OF EXPLORATORY BORING B-11 <br /> KRAL4N AND ASSOCIATES,INC. PROJECT:Everett Water Main V DATE:4-7-2020 <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 /> Jco <br /> t= N-VALUE(GRAPH) Content <br /> _ MATERIAL DESCRIPTION v N- IT W <br /> D. V I I- o is G d --1 <br /> W CO a ram >° 10 20 30 40 10 (20r 30) 40 <br /> );::* , Asphalt—3" <br /> fc: r Brown silty sand with trace gravel <br /> I e�ti`ti (medium dense, moist) I � <br /> I I I (Undocumented Fill) <br /> I, -I Gray to brown silty sand and sandy silt 21 <br /> I I (very dense/hard,moist) <br /> l l I (Pre-Fraser Lacustrine Deposits) o 6 so+ <br /> S <br /> 11_'(: j - • <br /> 5 11 '1 <br /> 22 <br /> i <br /> 1:3 :iJ: 32 so+ . 11.4 <br /> 'IJ 1 55(4•) • <br /> Gray sandy silt with trace gravel <br /> (hard,moist) 1B <br /> (Pre-Fraser Lacustrine Deposits) ' 43 so* <br /> 55(T) <br /> I <br /> End of Exploratory Boring <br /> 10---1 f !! <br /> I - <br /> t <br /> I <br /> I - <br /> I15i <br /> I I 120— <br /> - <br /> i <br /> Water Level Initial:Y Final:I _ <br /> Water Observations:Groundwater seepage was not observed during the exploration. <br /> INotes: <br /> I <br />