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Geosyntec11 3043 Gold Canal Drive Suite 100 WELL NUMBER MW-D <br /> Rancho Cordova,California 95670 PAGE 1 OF 3 <br /> cunsuitams Tel916-637-8048 <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 7/3/17 COMPLETED 7/5/17 GROUND ELEVATION 6.38 ft HOLE SIZE 6 3/4-8 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 /> Lu <br /> 2 <br /> w J g REMARKS ¢O MATERIAL DESCRIPTION WELL DIAGRAM <br /> 0 W <br /> Q U <br /> U) <br /> 0 <br /> Hand Aguer to 8 ft bgs clean out run to 10 ft bgs NO Flush <br /> RECOVERY mounted <br /> surface <br /> completion <br /> 5 <br /> a <br /> c� <br /> ui <br /> w <br /> Z 10 110.0 -3.6 <br /> o (CL)lean Gay(CL),grayish brown,moist,[0,0, 100],medium <br /> Y <br /> � stiff. <br /> 0 <br /> m <br /> J <br /> 0 15 CL <br /> U) <br /> z <br /> rn <br /> U <br /> W <br /> 0 <br /> a <br /> z 20 20.0 -13.6 <br /> (SP)poorly graded sand(SP),grayish brown,wet,[0,95,51, <br /> T <br /> fine to coarse sand,loose. <br /> a <br /> C6 <br /> SP <br /> 25 <br /> 0 <br /> c� <br /> m <br /> Portland grout <br /> o 128.0 -21.6 tremie <br /> U) (CH)fat clay(CH),dark bluish gray,moist,[0,0, 100], 10% application, <br /> z silt. Schd 40 PVS <br /> 30 Casing advanced riser <br /> to 30' <br /> a CH <br /> m <br /> J <br /> Q <br /> W <br /> W <br /> Z <br /> 35 <br /> (Continued Next Page) <br />