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111 <br /> BORING LOG NO. B-2-20 Page 2 of 2 <br /> I PROJECT: Community Transit Operations Base CLIENT: KPFF Consulting Engineers <br /> Expansion Seattle,WA <br /> SITE: <br /> I Everett,Washington ^ <br /> o' (0 LOCATION See Exploration Plan J CO w <br /> w <br /> } J LL cn co <br /> a <br /> OU Latitude:47.9354°Longitude:-122.2541° = W¢ w W J w z <br /> w a a w� o� ¢� <br /> I O w F-w a w_w z <br /> �0 Q w� OU <br /> DEPTH <br /> FILL-SILTY SAND(SM),gravelly,gray and dark gray, moist, loose to very dense X <br /> 2-3-4 <br /> (continued) — N=7 12.6 <br /> _= <br /> o <br /> I � - <br /> g <br /> m <br /> Q wet 30— <br /> z 23-20-32 <br /> z — N=52 <br /> •s • — <br /> I — <br /> H <br /> B- — <br /> o <br /> - <br /> 35— <br /> 8-12-13 <br /> H — N=25 <br /> z <br /> z <br /> • <br /> — <br /> i <br /> 40— <br /> N POORLY GRADED SAND(SPI, brown and gray,wet,very dense,(NATIVE) X 11-30-38 <br /> — N=68 <br /> � .•.':41.5 <br /> I <br /> Boring Terminated at 41.5 Feet <br /> 0 <br /> z <br /> 0 <br /> 0 <br /> J <br /> U <br /> 0 <br /> w <br /> o_ <br /> 0 <br /> K <br /> z <br /> Z <br /> 10 <br /> E <br /> 02 <br /> 0 <br /> u_ <br /> LL <br /> e, <br /> aStratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic <br /> a <br /> CO Advancement Method: See Exploration and Testing Procedures for a Notes: <br /> Hollow Stem Auger description of field and laboratory procedures <br /> I o used and additional data(If any). <br /> See Supporting Information for explanation of <br /> zAbandonment Method: symbols and abbreviations. <br /> coBoring backfilled with Auger Cuttings and/or Bentonite <br /> Surface capped with concrete <br /> I0 WATER LEVEL OBSERVATIONS <br /> c7 Boring Started:07-06-2020 Boring Completed:07-06-2020 <br /> c - While drilling 1 Ierracon <br /> 0. _ -- Drill Rig:B-57 Driller:Holt <br /> IS 21905 64th Ave W,Ste 100 <br /> Mountlake Terrace,WA Project No.:81205012 <br />