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t � <br /> INC. WELL/ u-2 <br /> PACIFIC ENVIRONMENTAL GROUP, SORING NO. <br /> FLOCATK)N MAP PAGE 1 OF 1 <br /> � 1 <br /> PROJECT NO. 310-01.01 CLIENT: UNOCAL <br /> I DATE DRILLED: 10 24 9D <br /> (�I LOGGED BY: TLR LOCATION: 8203 E.11th,Tracy <br /> ik DRILLING METHOD: HSA HOLE DIAMETER: 10" <br /> ❑ I SAMPLING METHOD: CAL-MOD HOLE DEPTH: 27 <br /> r*U_2 SLOT STYPE: Soh 40 PVC WELL DEPTH: 27' <br /> pl SLOT SIZE: 0.020" . <br /> t � GRAVEL PACK: 12 X 20 SAND WELL DIAMETER: 3" <br /> L�— <br /> w <br /> WELL °~ z F a LITHOLOGY 1 REMARKS <br /> MMPLETIONa n , n i" <br /> °' z Nw pJ LU C7 <br /> =a:rs IL m FILL;asphalt. <br /> E— CL CLAY;medium brown;low plasticity:10-20%fine sand: <br /> 2 micaceous;<50%fine sub-rounded gravel;stiff;faint <br /> 4 product odor. <br /> U <br /> Dry 300 9 6 <br /> 8 <br /> 10 @10':blue green to brown;low plasticity;5-10%fine <br /> w Mst 2.0 14 sand;stiff;moderate product odor. <br /> 12- <br /> 14 <br /> j@15':yellow brown;moderate plasticity;<50/6 fine sand; <br /> LU <br /> Wt 9.2 13 16 stiff;no product odor. <br /> rn 18 ",='•• green;graded from fine to <br /> : z? SW SAND;white to brown to g <br /> 20 coarse sand:<5%sub-angular to sub-rounded fine <br /> Wt 8.£ 750 gravel;<5%low plasticity fines;very dense;no product <br /> 22 CL odor. <br /> CLAY;medium to yellow brown;moderate plasticity; <br /> 24 10-20%fine sand;no product odor. <br /> @23.5-25':medium to yellow brown;moderate plasticity; <br /> yyt ND 16 26 25-35%fine to medium sand;no product odor. <br /> @25-26.5':medium to yellow brown;moderate plasticity; <br /> 28 30.40%11ne sand;very stiff;no product odor. <br /> 30 <br /> BOTTOM OF BORING AT 27' <br /> 32 <br /> 34-- <br /> 36-- <br /> 38-- <br /> 40- <br /> 42-- <br /> 44-- <br />