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PROJECT: UniFirst Facility LQ of Well No. MW 60 <br /> 819 N. Hunter St, Stockton, CA g <br /> (cont'd) <br /> SAMPLES DESCRIPTION WELL CONSTRU-:TION <br /> a� a n -� j A E NAME(US <br /> color,moist,%by wt.,plast.density,structure, DETAILS AND/I iR <br /> Lu a� 6 _o O cementation, react.w/HCI,geo. inter. <br /> 0 mz N � Od <br /> DRILLING REMA WS <br /> c� N m I <br /> becomes dark yellowish brown (10YR 3/4),moist, <br /> 25 soft,gypsiferous <br /> 16- <br /> 17- <br /> 18- <br /> 6 <br /> 17 <br /> I <br /> 18 LEAN CLAY(CL): (dark brown(10YR 3/3)),100% <br /> fines. moist, low toughness, medium plasticity, soft <br /> 19- <br /> 20- <br /> 1/4"bentonite <br /> 9201/4"bentonite -ellets <br /> 21 <br /> 22 <br /> 23- <br /> 24- <br /> 25- <br /> 10 <br /> 3242510 <br /> 26- <br /> 27 <br /> p <br /> 28 <br /> SANDY SILT(ML): (dark yellowish brown (10YR <br /> 4/6)),70%fines, 30% sand. low toughness, low <br /> 29 plasticity <br /> ! <br /> 30- <br /> 22 <br /> 31- <br /> 32- _____________________________ <br /> LEAN CLAY(CL): (yellowish brown (10YR <br /> 5/4)),100%fines. moist; medium toughness, high <br /> 33 plasticity <br /> > _ <br /> Geomatrix 1 Project No. 13290.000 Pac s 2 of 3 <br />