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DRIwNa toe well iD MW-2 Boring ID MW-2 <br /> client" Shall ON products Company Location 1071 N Main, Manteca <br /> Protect No- 240-0323 phase Task11 surface Elev. NA ft, page 2 of 2 <br /> Blow a?0 ' Lith0l0 iC <br /> � aC 9 o E r too well well <br /> m.� a a� Construction Construction <br /> o-- Count Description - Graphics a — Details <br /> CD <br /> Continued from previous page <br /> 20 90 darrip---------------------------------- <br /> wet. <br /> ------------------------------- `2 B- ----- 20 --------------------wet. <br /> brown;damp to mdbt,70%silt,30% <br /> fnLe .sand th rite flecks <br /> 26 T (ML),brown to red,stiff;damp; <br /> 10 clay, 80% Biit, 10%fine send 25 <br /> 70 with pyrite flacks,tow plasticity,low <10 <br /> to moderate estimated permeability, <br /> Sft ASVD. (SM);grey;stiff,deme, <br /> 50%slit,60%fine send with pyrite <br /> fleoks,no plasticity;high estimated <br /> eablifty <br /> SOM�' ltv SANQ:(SM);grey to 3.8 <br /> brown,stiff wet,30%silt, 096 fine <br /> to medium sand,20%gravel to 118" s <br /> 70 diameter with pyrite flecks;no <br /> IBstictty;high estimated <br /> 30 errrraebllity. 30 <br /> 30 D' ISP):dark grey;stiff, 7 2 <br /> wet; 4 srtt. %medium to coarse, <br /> rounded,quartzy sand,35%gravel, 0,,; <br /> up to 114 + diameter with pyrite - <br /> flecks;no plasticity; , <br /> i00 estimated em�eaiity, high 1 3 = r GO <br /> gravel to 1/8'diameter 1.O - r c kr <br /> O <br /> 1.7 <br /> 36 100 <br /> 35 <br /> 696 slit 80%sand, 15%gravel with <br /> pyrite Becks;high estimated <br /> errneabil 3.2 Bottom of wall and <br /> boring @ 38 ft <br /> 40 40 <br /> 45 45 <br /> WELL 24323 4128188 <br /> Cambria Environmental Technology, Inc. <br />