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I nttM <br />.n <br />BORING NO. <br />2 <br />Logged By DA <br />Date 12/15/87 <br />ELEV. 17 t* <br />Graph <br />US <br />Q <br />Soil Description <br />Depth <br />(ft.) <br />Sample <br />tN) <br />Blows <br />W <br />M <br />. <br />Ft. <br />r y an rorn SAD <br />v w v g <br />5 <br />= <br />873m <br />50/6" <br />18 <br />11 <br />9 <br />gm <br />ray- r wn sisa y co es <br />ml <br />Gray sandy SILT and wood debris, soft <br />to very stiff , wet <br />(Dike fill) <br />_ ' <br />3 <br />94 <br />10 <br />P <br />31 <br />ML <br />Gray fine sandy clayey SILT, little <br />= <br />4" <br />37 <br />wood fiber, wet, soft to medium stiff <br />15 <br />LL-39 <br />•jr <br />P <br />59 <br />PI=5 <br />20 <br />..u_ <br />4 <br />21 <br />sm <br />Gray silty SAND, saturated, loose, <br />shell fragments <br />: -0 :•�•• <br />•';,;; sp <br />Gray SAND, trace gravel, trace wood, <br />61 <br />18 <br />••••:066• • <br />very dense, saturated <br />30 <br />• ••' • <br />50 <br />31 <br />35 <br />'••""''• <br />50 <br />22 <br />Boring terminated at 38.5 feet below existing grade. Groundwater <br />encountered at 19 feet during drilling. <br />Boring.backfilled with <br />cuttings. <br />SuWmd"t ceodewns dep;lad ntprasant 0 Ow Iwna and bCM4n of Vws 9nowatwy hole. na040 by anpir»anrp lasts. analysis. and <br />propemerr TWy an not naeessa►iyr rap►asantat'va et anar ama: and ftMWN VO Canna accept MspenUMely Iw wo tee V rmerpratation by anars of <br />mowmm on pnrsamod on sh* bo <br />BORING LOG <br />• , , ), rt� , <br />PIONEER MARINE PLAZA <br />Consultants Inc. <br />1 <br />EVERETT, WASHINGTON <br />j <br />Geotechnical Engineering and GevloeY <br />Pro. No. 3G91. <br />Date Jan' 88 <br />Plate 5 <br />