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LOG OF EXPLORATORY BORING B-3 <br /> KRAZAN AND ASSOCIATES, INC. PROJECT: Everett Water Main U DATE:09/18/18 <br /> PROJECT NO.:092-18011 PAGE:1 of 1 <br /> LOGGED BY: JL SURFACE ELEVATION:-- <br /> CONTRACTOR:Geologic Drill BORING TYPE: HSA,Trailer Rig <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> Ill <br /> Z roN-VALUE(GRAPH) Natural Moisture <br /> w <br /> Content <br /> _ it <br /> MATERIAL DESCRIPTION 0 D U3 w <br /> I w -' <br /> I— <br /> Q. D 5 p`n o 0- <br /> •'2 (Percent) <br /> I- <br /> 111 m a -r a N a 10 20 30 40 10 20 30 40 <br /> Approx.4-inches of asphalt roadway pavement. <br /> I l:. '; Brown Silty Sand with Gravel(SM)(Medium Dense, <br /> Moist) <br /> I Fi <br /> 'ii: <br /> Soil becomes moist to wet from about 2 feet to 4 feet. <br /> :A <br /> 26 <br /> i. 17 I\ <br /> P <br /> i. <br /> 5-=: iii.:: <br /> _: =° Soil turns brown-gray and becomes dense. 17 <br /> r.s <br /> Ii i.:: 14 <br /> R: 36 : <br /> r <br /> k: 22 <br /> i.. <br /> ifi <br /> 50(1-in) 50+ <br /> �:_.. \Soil sample was not recovered. <br /> _ End of Exploratory Boring <br /> I <br /> 11 10— <br /> Water Level Initial:Q Final:I <br /> Water Observations:Wet soils were observed at approx.depths bet.2-ft to 4-ft. <br /> Notes:Soil sampler was bouncing on cobble at approx.depth of 7.5-ft. <br /> IWatermain Replacement'U' APPENuIX A-SOIL BOxINvS October 1,201 <br /> WO No.UP3698 SP-219 <br />