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• <br /> BORING LOG NO. B-2-20 Page 2 of 2 <br /> PROJECT: Community Transit Operations Base CLIENT: KPFF Consulting Engineers <br /> Expansion Seattle,WA <br /> SITE: <br /> Everett,Washington <br /> w 0 LOCATION See Exploration Plan w z w F o <br /> } w ) w� C� <br /> 5 O Latitude:47.9354°Longitude:-122.2541° = J¢ w J W z <br /> W 0_ 0- W: Lu QLu <br /> O 0 < w� 30 <br /> O 0 Q w U <br /> N <br /> DEPTH <br /> FILL-SILTY SAND(SM),gravelly,gray and dark gray,moist,loose to very dense 2-3-4 <br /> (continued) — N=7 12.6 <br /> M — 0 <br /> H <br /> 2 <br /> 30— <br /> o • wet V 23-20-32 <br /> zi — N=52 <br /> 0 <br /> K <br /> • <br /> cc <br /> r, <br /> >- <br /> o. <br /> O <br /> a 35- <br /> 8-12-13 <br /> • — N=25 <br /> • <br /> z — — <br /> z — <br /> 0 — <br /> 0 <br /> U <br /> 40.0 40— <br /> POORLY GRADED SAND(SP),brown and gray,wet,very dense, (NATIVE) V 11-30-38 <br /> N=68 <br /> :41.5 <br /> Boring Terminated at 41.5 Feet <br /> ce <br /> z <br /> c.5 <br /> 0 <br /> J <br /> F <br /> N <br /> 0 <br /> w <br /> U <br /> 0 <br /> re <br /> w <br /> J <br /> z <br /> Z <br /> 0 <br /> 0 <br /> U- <br /> LL <br /> 0 <br /> ▪ Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic <br /> o. <br /> co Advancement Method: See Exploration and Testing Procedures for a Notes: <br /> LL Hollow Stem Auger description of field and laboratory procedures <br /> used and additional data(If any). <br /> See Supporting Information for explanation of <br /> O Abandonment Method: symbols and abbreviations. <br /> z Boring backfilled with Auger Cuttings and/or Bentonite <br /> N Surface capped with concrete <br /> WATER LEVEL OBSERVATIONS <br /> lierracon Boring Started 07-06-2020 Boring Completed:07-06-2020 <br /> While drilling <br /> cc <br /> O Drill Rig:B-57 Driller:Holt <br /> w 21905 64th Ave W,Ste 100 <br /> = Mountlake Terrace,WA :Project No.:81205012 <br />