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I <br /> I LOG OF EXPLORATORY BORING B-1 <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 /> Iy f Natural Moisture <br /> w <br /> z N-VALUE(GRAPH) Content <br /> FK MATERIAL DESCRIPTION Ov a. <br /> Ia N Q O 6, ° f (Percent) <br /> w 4 10 20 30 40 10 20 30 40 <br /> ^ Asphalt-3" <br /> �' ' Concrete-10" <br /> Brown m dd dense,moist) <br /> and) gravel <br /> — — — / <br /> s <br /> with <br /> silt <br /> �' (medium moist) DRAFT <br /> (Recessional Outwash) a <br /> •� I I <br /> _ ., ..: 2 15 ~ • <br /> . <br /> .r_ NJ <br /> S1 ( \\ <br /> Sampler hammering on gravel at about 5 feet. 74 N, <br /> 62 > 63 <br /> zv •■ <br /> I <br /> olo <br /> .- Brown to gray silty clay Ii <br /> �� (very stiff,moist) e <br /> (Recessional Lacustrine Deposits) a 16 I <br /> op/ 101\ ! <br /> I 10 <br /> 10 ?'.i":Is':j Brown to gray silty sand <br /> (medium dense,moist) '`-a I <br /> Ail: <br /> l :i: (Recessional Outwash) a 19 I 1 <br /> ii <br /> End of Exploratory Boring <br /> H <br /> i I <br /> 15— <br /> _ <br /> I 20- <br /> - f <br /> 1 I <br /> I <br /> _I <br /> Water Level Initial:9 Final:1 <br /> Water Observations:Groundwater seepage was not observed during the exploration. <br /> INotes: <br /> I <br />