Laserfiche WebLink
1AA <br /> li <br /> WEISS ASSOCIATES <br /> Boring B-5 LITHOLOGY ii <br /> DESCRIPTION <br /> 0 0 <br /> Sandy SILT(ML),dark brown,stiff,damp, <br /> .............. <br /> . . ........... 76 to 80*/*nonplastic fines,20 to 30%fine to <br /> ........... <br /> medium grained sand,low to moderate <br /> 11.11.,.7.11 * <br /> .4.7 <br /> 5 <br /> .......... <br /> U- Grout . ............. <br /> .............. <br /> -- - - -f- - -- - -- - - - - -- --- - - <br /> 10 <br /> - -- - -- - - - - -- --- - -10 — 10 — Silty SAND(SM),orangish brown,medium <br /> LU dense,damp,40 to 50%slightly plastic <br /> fiAes.50 to 60%fine to coarse grained <br /> LL $and, moderate estimated permeability <br /> cc <br /> . . . . . . Increasing sill content from 11 to 12 ft. <br /> 15 — 15— <br /> z <br /> 0 <br /> CE 11.111111x1............... <br /> 0 <br /> 20 20 <br /> Silty CLAY(CL),orangish brown,stiff, <br /> moist,70 to 80%fines,20 to 30%fine <br /> . ................ <br /> ......*....... 6rained6and. low estimated permeability <br /> 0 ........... <br /> ............ <br /> M <br /> 25 25 -vX <br /> 191tty SAND to Sandy SILL(SIYVML),light <br /> A <br /> oranglsh�brown,medium dense,damp,40 to <br /> 60 %plastic fines,40 to 60%fine to medium <br /> grained 'sand, low estimated permeability <br /> CL <br /> Lij V i <br /> 30r 30It1 <br /> 7.25" <br /> EXPLANATION <br /> Ir Water level during drilling (date) <br /> I Location of split tube drive sample <br /> SZ Water level(date) 1 <br /> Contact(dashed where approximate) Location of split tube drive <br /> I 1;sample' In brass tube <br /> el,1111Ill 111 Gradational Contact <br /> Subsurface Lithology - Boring B-5 (SAM) <br />