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I <br /> BORING LOG NO. B-3111 CLIENT Page 1 of 1 <br /> Greenberry Industries <br /> I SITE Boeing Everett Facility PROJECT <br /> Everett,Washington Flight Line Steam Line Project <br /> SAMPLES TESTS <br /> I C7 O c 0le <br /> DESCRIPTION . I 1— z <br /> z Zz <br /> LL <br /> 2 2 Cl) m � Z� wF Ow CC <br /> I <br /> F—Z } U 2 <br /> a cn w Ow w <br /> o z a w a� QO Z►- <br /> c7 Approx.Surface Elev.. 547.7 ft o cn m U 0 a <n O <br /> 0.58 6.5 to 7"Asphalt 547.1 — <br /> I <br /> 1.08 �6" Crushed Rock i 5as s <br /> 1 ss \7"Asphalt Treated Base "- 546 <br /> SAND, with silt and gravel, gray-brown, <br /> medium dense, moist to wet(Fill) 7 544:J — SM S-1 SS 18 71 9 GSA <br /> 1 ' ' .;3.25 2 — <br /> • %3,5 3" SAND, trace silt, gray-brown, medium 544.2 <br /> '0/ dense, wet to saturated (Fill) — <br /> e;`f 3"Asphalt Treated Base 5 <br /> 4� _ SM S-2 SS 18 50/5" 9 GSA <br /> a0. SILTY SAND, trace to with gravel, gray, — <br /> ,4rf very dense, moist(Glacial Till) <br /> - <br /> 4!: < — <br /> %o — SM S-3 SS 11 50/5" 9 <br /> 1 f` — <br /> :a�i <br /> If.'''io 10 — SM S-4 SS 17 50/5" 9 <br /> :4' —— . <br /> S4 1 — <br /> I <br /> j,j,f _ SM S-5 SS 12 50/6" 10 <br /> v•.* <br /> `/r! — <br /> E� 0 15 <br /> N •e fio _ SM S-6 SS 11 50/5" 9 <br /> N it,4 - <br /> otot. <br /> Z :.4f:- _ SM S-7 SS 12 50/6" 9 <br /> ov f 5%18.5 529 2 <br /> Boring completed at 18.5 feet below the <br /> Isurface. Perched groundwater observed at <br /> a_ 3 feet while drilling. <br /> m <br /> O <br /> I m <br /> z <br /> I0 <br /> z <br /> w <br /> 0 <br /> 03 <br /> Im The stratification lines represent the approximate boundary lines <br /> between soil and rock types in-situ,the transition may be gradual. <br /> w WATER LEVEL OBSERVATIONS, ft BORING STARTED 11-15-11 <br /> lierracon <br /> I WL S_Z 3.0 WD Y BORING COMPLETED 11-15-11 <br /> WL 7 21905 64th Avenue West,Suite 100 RIG Mobile B28 CO. EDI <br /> U WL Mountlake Terrace,Washington 98043 <br /> T.(425)771-3304 F:(425)771-3549 LOGGED JPG JOB# 81115085 <br />