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I <br /> BORING LOG NO. B-1-20 Page 2 of 2 <br /> U <br /> PROJECT: Community Transit Operations Base CLIENT: KPFF Consulting Engineers <br /> Expansion Seattle,WA <br /> SITE: <br /> Everett,Washington tif w 0 LOCATION See Exploration Plan Z <br /> ^ <br /> J v <br /> OU Latitude:47.9357°Longitude:-122.2543° = W o w -1 W z <br /> O 0 ¢tn oLij <br /> W� 0 <br /> 0 m0 Q U. <br /> DEPTH <br /> FILL-SILTY SAND(SMZ,gravelly,gray, moist, loose to medium dense(continued) 3-5 5 <br /> — N=10 <br /> N 26.5. <br /> Boring Terminated at 26.5 Feet <br /> C- <br /> 0 <br /> IC- <br /> u <br /> 3 <br /> a <br /> W <br /> I0 <br /> z <br /> U <br /> 1 � <br /> W <br /> r <br /> (0 <br /> a <br /> 0 <br /> Io <br /> 3 <br /> Z <br /> 2 <br /> I o <br /> Cs <br /> N <br /> 0 <br /> I >J <br /> 0 <br /> z <br /> th <br /> 0 <br /> J <br /> Ico <br /> W <br /> Iw <br /> 0 <br /> z <br /> z <br /> I <br /> 0 <br /> Q <br /> 0 <br /> U- <br /> LL <br /> 0 <br /> aStratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic <br /> a- <br /> N Advancement Method: See Exploration and Testing Procedures for a Notes: <br /> LLrm Hollow Stem Auger description of field and laboratory procedures <br /> used and additional data(If any). <br /> See Supporting Information for explanation of <br /> zAbandonment Method: symbols and abbreviations. <br /> Boring backfilled with Auger Cuttings and/or Bentonite <br /> cD Surface capped with concrete <br /> Io <br /> WATER LEVEL OBSERVATIONS <br /> lierracon Boring Started:07-06-2020 Boring Completed:07-06-2020 <br /> 0co Drill Rig:B-57 Driller:Holt <br /> 21905 64th Ave W,Ste 100 <br /> = Mountlake Terrace,WA Project No.:81205012 <br />