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LOG OF EXPLORATORY BORING B-5 <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 /> CO <br /> > z J N-VALUE(GRAPH) Natural Moisture <br /> J M �c. Content <br /> _ MATERIAL DESCRIPTION 0— m N f, <br /> I = 1- <br /> in p m >° co (Percent) <br /> J N Q 10 20 30 40 10 20 30 40 <br /> Approx.4-inches of asphalt roadway pavement. <br /> I •:'E" Brown Silty Sand(SM)(Medium Dense, Moist) <br /> i <br /> E .:: <br /> :E i:7 <br /> ii..i, <br /> .:• a <br /> ..49 17 <br /> ::ei tib <br /> 10 <br /> t <br /> i9 <br /> ii :! <br /> :• <br /> i ii., <br /> EE; <br /> .. S <br /> .! \ <br /> ii! 31 Silty Sand with Gravel(SM)(Very Dense, Moist) 31 <br /> : <br /> i a� <br /> �.. 50+ <br /> . .:S <br /> ►!! <br /> 42 <br /> •1 Ei • <br /> ::: r <br /> :iii <br /> -1 :E A <br /> 1 <br /> .7.. Soil sample was not recovered. ----' 50(2-in) 50+ I I <br /> I — End of Exploratory Boring <br /> I - <br /> 110— <br /> Water <br /> Level Initial:Q Final:I <br /> Water Observations:Groundwater Seepage was not observed. <br /> Notes:Soil sampler was bouncing on cobble at approx.depth of 7.5-ft. <br /> Watermain We-placement'II' <br /> I <br /> WO No. UP3698 APPENDIX-/l---75 U I L BORINGS October 1,2011 <br /> SP-221 <br />