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85 <br /> - . <br /> WEISS SSOCLUES VVA <br /> BodM B•1 LrrHOI OGY DESCRIPTION <br /> p p _ <br /> Silty SAND SM) orangish brown,loose dry <br /> to damp,40%nonplastic fines,6096 fine to <br /> ?=`•'=='=` coarse grained sand,moderate estimated <br /> permeability <br /> ui <br /> - +r- Grout ,-,=+-+-5•: <br /> -- ------------------------ <br /> 10 10 '=` `-'-` Silty SAND(SIVE),light brawn,medium dense <br /> -- Cwt ::R-.: to dense,damp,20 to 30%nonplastic fines, <br /> V- <br /> 65 to 75%fine to coarse grained sand,5% <br /> I 1 •S' b!�Ie-f-1M'...... <br /> d=ra <br /> rA <br /> m <br /> t` +-t'._ permeability <br /> 2 7.25' <br /> D <br /> U <br /> Cr <br /> LO <br /> �.. p <br /> tL <br /> .w <br /> z <br /> LU <br /> EXPLAMDON <br /> Y Water level during drilling(date) Location of split tube drive sample <br /> 4 Water level(date) Location of split tube drive <br /> --- Contact(dashed where approximate) <br /> r r r sample In brass tube <br /> Gradational Contact <br /> Subsurface Lithology-Boring B-1 (SJMA) <br />