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Geosyntec° 3043 Gold Canal Drive Suite 100 WELL NUMBER MW-C <br /> Rancho Cordova,California 95670 PAGE 1 OF 3 <br /> """''1'1"1' Tel 916-637-8048 <br /> Fax 916-550-9498 <br /> CLIENT Wilbur Ellis PROJECT NAME JTF Stockton <br /> PROJECT NUMBER SAC175/S2•E PROJECT LOCATION Stockton,CA <br /> DATE STARTED 6/30/17 COMPLETED 7/3/17 GROUND ELEVATION 7.07 ft HOLE SIZE 6 314-8 3/4 inches <br /> DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Sonic AT TIME OF DRILLING — <br /> LOGGED BY P. Dennehy CHECKED BY O.Regier AT END OF DRILLING — <br /> NOTES AFTER DRILLING — <br /> w <br /> rLu _v <br /> wREMARKS Q-O MATERIAL DESCRIPTION WELL DIAGRAM <br /> p Of <br /> 2Z <br /> Q (D <br /> 0 <br /> Hand Auger to 8 ft bgs clean out run to 10 ft bgs NO Flush <br /> RECOVERY mounted <br /> surface <br /> completion <br /> 5 <br /> U) <br /> �?JJ <br /> W <br /> Q <br /> 2 <br /> a 10 10.0 -2.9 <br /> 0 (ML)silt with clay and sand(ML),grayish brown,wet,[0,20, <br /> 80],fine sand,soft. <br /> 0 <br /> U) <br /> ~ Portland grout <br /> m <br /> a tremie <br /> U) application, <br /> 15 <br /> o Schd 40 PVC <br /> Riser <br /> � ML <br /> z <br /> rn <br /> O <br /> W <br /> O <br /> a <br /> z 20 <br /> a 22.0 -14.9 <br /> (SM)silty sand(SM),grayish brown,wet,[0,60,40],fine to <br /> medium sand,fining upward,loose. <br /> SM <br /> N <br /> O <br /> 25 25.0 -17.9 <br /> (SW)well graded sand(SW),grayish brown,wet,[0,90, 101, <br /> m fine to medium sand,fining upwards,loose. <br /> a <br /> J <br /> N <br /> 0 <br /> H <br /> Z <br /> 30 <br /> J SW <br /> x <br /> m <br /> z <br /> 0W 35 135.0 -27.9 <br /> (Continued Next Page) <br />