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I <br /> I LOG OF EXPLORATORY BORING B-7 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 /> 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 /> Ill cn <br /> — w N-VALUE(GRAPH) Natural Moisture <br /> Content <br /> _ MATERIAL DESCRIPTION ,, H <br /> W N Q O-I . >e- co 10 20 30 40cti 10 (20rce 30 40 <br /> Asphalt-4" <br /> :NBrown silty sand with gravel <br /> ��y r;. (very loose,moist to wet) <br /> rkr (Undocumented Fill) I AFT <br /> ti4•:• <br /> E',{tif. 2 <br /> I{;•tip 1 2 N <br /> 1 <br /> :4f•• I <br /> f'yu° <br /> 5 I II I i Brown to gray,silty sand interbedded with silty clay <br /> 11.,l. (mediu h)dense/very stiff,moist to wet)(Recessional zI \'� <br /> 23 20.6 <br /> I a :I ,1 • <br /> 1I is s <br /> II 8 20 <br /> • <br /> II I' <br /> 10_•1 I I Brown to gray,silty sand with clay <br /> dist <br /> ia::il (dense,moist) s r i <br /> (Glacial Drift) 78 37 i l` <br /> -€11.I: 19 <br /> End of Exploratory Boring <br /> Ii <br /> 115 <br /> 20- <br /> i - <br /> Water Level Initial:9 Final:I <br /> Water Observations:Groundwater seepage was observed at approximately 5 feet below grade during the exploration. <br /> I <br /> Notes: <br /> I <br />