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BORING LOG NO. B-1-20 Page 2 of 2 <br /> PROJECT: Community Transit Operations Base CLIENT: KPFF Consulting Engineers <br /> Expansion Seattle,WA <br /> SITE: <br /> Everett,Washington <br /> o U LOCATION See[xplorune 11an J LIJ Z w <br /> r 0 >� uirn <br /> U Latitude:47.9357°Longitude:-122.2543° _ Q w UiH w z <br /> W a_ o_ wt J -J QF <br /> ❑ < w Fw 0_ Ww z <br /> 2o re 0 �m Q 0 <br /> o <br /> DEPTH <br /> FILL-SILTY SAND(SM),gravelly,gray,moist,loose to medium dense(continued) — 3-5-5 <br /> /� N=10 <br /> N l • .26.5 <br /> Boring Terminated at 26.5 Feet <br /> H <br /> ❑ <br /> r, <br /> w <br /> 0 <br /> LU <br /> w <br /> ❑ <br /> z <br /> 0 <br /> QU <br /> CL <br /> LU <br /> w <br /> H <br /> CL <br /> 0 <br /> c� <br /> y <br /> a- <br /> 0 <br /> 0 <br /> Si <br /> J <br /> H <br /> a <br /> z <br /> I- <br /> z <br /> 2 <br /> 0 <br /> 0 <br /> U <br /> N <br /> N <br /> O <br /> N <br /> U, <br /> J <br /> J <br /> w <br /> 0 <br /> z <br /> 0 <br /> 0 <br /> J <br /> N <br /> 0 <br /> w <br /> U <br /> 0 <br /> a <br /> w <br /> J <br /> z <br /> Z <br /> 0 <br /> 0 <br /> 0 <br /> U- <br /> w <br /> 0 <br /> Stratification lines are approximate.to-situ,the transition may be gradual. Hammer Type: Automatic <br /> a <br /> N Advancement Method: See Exploration and Testing Procedures for a Notes: <br /> Hollow Stem Auger description of field and laboratory procedures <br /> ❑J used and additional data(If any). <br /> See Supporting Information for explanation of <br /> O Abandonment Method: symbols and abbreviations. <br /> Boring backfilled with Auger Cuttings and/or Bentonite <br /> Surface capped with concrete <br /> 0 <br /> WATER LEVEL OBSERVATIONS <br /> llerracon <br /> Boring Started:07-06-2020 Boring Completed:07-06-2020 <br /> z <br /> mDrill Rig:B-57 Driller:Holt <br /> O 21905 64th Ave W,Ste 100 <br /> = Mountlake Terrace,WA Project No.:81205012 <br /> F- <br />