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WEISS ASSOCIATES <br /> Boring B-6 LITHOLOGY DESCRIPTION <br /> 0 0 <br /> . . ........ Sandy SILT(ML),dark brown,stiff,damp, <br /> 70 to 80%nonplastic fines,20 to 30%fine <br /> ............. <br /> to medium grained sand,low to Riodeuile <br /> 5 5 <br /> LLJ <br /> LIJ <br /> drout - -- - - - - - - - -- - - - - -- --- --- <br /> Silty SAND(SM),orangish brown,medium <br /> 10 10 dense,damp,40 to 50%slightly plastic <br /> fines,50 to 60%fine to coarse grained <br /> Ui <br /> sand, moderate estimated permeability <br /> U- <br /> cn - <br /> Z> <br /> 15 — 15- <br /> 0 <br /> cc <br /> LLILLILL[JL III <br /> 20 20 <br /> Silty CLAY(CL),orangish brown,stiff,moist, <br /> — -- <br /> ......... 70 to 80%nonplastic fines,20 to 30%fine <br /> ............. grained sand, low estimated permeability <br /> ............ <br /> 0 ............. <br /> - -=--- - - - - - -- - - - -- - - --- - -- -- -- <br /> Sandy SILT to Silty SAND(ML-SM).light <br /> 25 25 <br /> orangish brown,stiff,damp,40 to 60% <br /> plastic fines.40 to 60%fine to medium <br /> grained sand,low estimated permeability <br /> LU <br /> 030 — 30 . . . . . <br /> 7171717171 11111111111111111111111111 rlllllllllll11111111111 <br /> 7.25" <br /> EXPLANATI <br /> V Water level during drilling (date) Location of split tube drive sample <br /> SZ Water level (date) Location of split tube drive <br /> Contact(dashed where approximate) sample in brass tube <br /> Gradational Contact <br /> Subsurface Lithology - Boring B-6 (SJMA) <br />