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i <br /> i <br /> WEISS ASSOCIATES r <br /> Boring B-1 LF MOLOGY,V DESCRIPTION <br /> 0 0 <br /> i Silty SAND(SM),orangish brown,loose,dry <br /> to damp,40%nonplastic fines,60%fine to <br /> • cPI01.40rAlnod send,mpolarplp ROMA* <br /> P <br /> Grout10 ' <br /> - - -- - ------- - -- --- - - <br /> 10Silty SAND(SM),light brown,medium dense <br /> uJ <br /> - to dense,damp,20 to 30%nonplastic fines, <br /> LL 65 to 75%fine to coarse grained sand,5% <br /> D <br /> pebbles to 114",moderate estimated <br /> =4-- permeability <br /> s <br /> - y <br /> 15 k—H 15 <br /> 7.25" <br /> E <br /> O <br /> O `l <br /> LU <br /> m <br /> '4 <br /> I; <br /> r <br /> W <br /> ,i <br /> ik <br /> ,S <br /> EXPLANATION I <br /> V Water level during drilling (date) } <br /> Location of split tube drive sample <br /> Q Water level (date) <br /> ' Location of split tube drive <br /> Contact(dashed where approximate) ' s <br /> __- (Iridational rontart ample in brass tube <br /> Subsurface Lithology - Boring B-1 (SJMA) <br />