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I <br /> LOG OF EXPLORATORY BORING B-4 <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 /> Lu i- y Natural Moisture <br /> wj `� N-VALUE(GRAPH) Content <br /> N <br /> - -J MATERIAL DESCRIPTION 0 M N Llii <br /> I- <br /> 13- <br /> 0 I- O.- Q c E (Percent) <br /> w w a _1 `m >i., Q 10 20 30 40 10 20 30 40 <br /> Approx.4-inches of asphalt roadway pavement. <br /> Brown Silty Sand with Gravel(SM)(Medium Dense, <br /> I <br /> Moist to Wet) <br /> — Soil becomes moist to wet from about 2 feet to 4 feet. <br /> At I <br /> w <br /> 9 <br /> 19 [ 1 <br /> w,- II t <br /> -::' ' \ I <br /> 5.-- "i',: t t <br /> ;;.;=,1 Soil becomes dense and moist. <br /> \ I <br /> .: 22 <br /> 46 [ <br /> \\\111 <br /> 24 <br /> ir:..ii <br /> i : <br /> Hi 11:1 <br /> :: Soil turns gray and becomes very dense. 26 <br /> ▪ ;ii.:: 50+ I <br /> 1 <br /> ♦,; <br /> 36 <br /> End of Exploratory Boring 111 <br /> 10— 1 <br /> Water Level Initial:Y. Final:I <br /> Water Observations:Moist to wet soils were observed at approx.depths bet.2-ft to 4-ft. <br /> Notes:-- <br /> a ermam ep acemen APPS October 1,2015 I <br /> WO No.UP3698 SP-220 <br />