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,a <br /> u u�.w»`4'rda' <br /> s, <br /> —�� WEISS ASSOMA TES <br /> a Boring B-5 LFI-HO1_OGY <br /> p DESCRIPTION <br /> Sandy SILT(ML),dark brown,stiff,damp, <br /> 70 to 80%ranptastic fines,20 to 30%fine to <br /> medium grained sand,low to moderate <br /> estimated permeability <br /> LU <br /> t•= <br /> LU <br /> LL Grout <br /> 10 rr-_ -------------------- <br /> -. to 10 Silty SAND(SM),orangish brown medum- <br /> dam dense, <br /> p,40 to 59%slightly plastic <br /> ¢ •= :=,=: fines,50 to 60%fine to coarse grained <br /> d sanmoderate e <br /> -tiraated Permeability <br /> Increasing silt conlent from 11 to 12 It, <br /> j - <br /> O := = <br /> tiiiiririji rnrnrriuurrurrruiruurnurrr+rrrinnnrr <br /> 20 — <br /> Silty CLAY(CL),orangish brown,stiff, <br /> O — — moist,70 to 8o%fines,2D to 30%fine <br /> grained sand, low estimated permeability <br /> LU _ <br /> 25 — <br /> 25 {�n�!rrr� ntrr�uurnruu++rrrrrnnurr+rrnrurrrrrrrr <br /> Silty SAND to Sandy SILT(SMlML),light <br /> orangish brown,medum dense,damp,40 to <br /> r-- _=•: <br /> 60%plastic fines,40 to 60%fine to medium <br /> w ' ?='=r'"' grained sand, low estimated r _- ated permeability <br /> Q 30 .:S:.•_. <br /> 30urnrunr+unrrrruirri+rrrrrirrrrrr...... r <br /> w �'K <br /> 7.25- <br /> T Water level during drilling(date) <br /> SZ Water level(date) Location of split tube drive sample <br /> --- Contact(dashed where approximate) Location of split tube drive <br /> """"""' Gradational Contact sample in brass tube <br /> Subsurface Lithology- Boring 8-5 (SJMA) <br /> atm <br />