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RM <br /> r <br /> __. WEISSASSOMTES <br /> r <br /> Borlrfg 8-6 o UTHOLOGY DESCRIPTION <br /> Sandy SILT(ML),dark brawn,stiff,damp, <br /> 70 to 80%nonplastic fines,cit to 301%fine <br /> to medium grairred sand,low to moderate <br /> — estimated permeability <br /> $ 5 <br /> M _ <br /> W <br /> +r- <br /> Grout s'. - ----_- -- <br /> _:-: ' Silty SAND(SM),orangish brown,medium <br /> to jo <br /> dense,damp,40 to 50%slightly plastic <br /> W ;.i,:;- fines,54 to 60%fine to coarso grained <br /> ?;:= sand, moderate estimated permeability <br /> lL S• ._. <br /> S•T�'t-S-: <br /> 15 <br /> T'_' <br /> •} ` 1311L111 IFIIII 111111 U 11 U IIIIIIIIIIII+IIIIIIIIIIIIIIIIII <br /> 20 20 -- Silty CLAY(CL),crangish brown,stiff,moist, <br /> 70 to 801/9 nonplastic fines,20 to 30%fine <br /> grained sand, low estimated permeability <br /> ------- <br /> LU <br /> -LU -- _ <br /> LO ------------------- --- <br /> 25 25 ;: ;, Sandy SILT to Silty SAND(ML-SM),light <br /> orangish brown,stiff,damp,40 to 60% <br /> plastic fines,40 to 60%fins to medium <br /> s•i�r sit�= <br /> grained sand,low estimated pa;meaUlity <br /> _ :T. <br /> CL <br /> W <br /> 30 <br /> L TITITITITI111111I1IIIIIF11111111111I I[1lllll fi111I11111 11111 <br /> 7.25" <br /> EXPLANATIONT Water level during drilling(date) � <br /> 37 Water level(date) Location of split tube drive sample <br /> — <br /> --— Contact(dashed where approximate) Location of split tube drive <br /> n 11 I n 1111+I Gradational Contact sample In brass tube <br /> Subsurface Lithology-Boring B-6 (SJMA) <br />