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i � <br /> Screen Interval = 50 to 65 feet bgs ' <br /> Cover Total Depth = 65 feet bgs <br /> ' 1 Ground Surfacer <br /> " 1 foot <br /> Locking waterfroof well cap <br /> Well housing enclosure: <br /> Traffic rated, flush mounted <br /> � 1 <br /> 8 inch diameter bore hole <br /> f i <br /> 46 feet <br /> Seal: Cement/bentonite seal consisting <br /> of 5 gallons water, 95 pounds cement, I <br /> - 5 pounds bentonite <br /> e <br /> 2 inch diameter well casing: Sch 40 PVC, <br /> " flush threaded <br /> 2 at Bentonite pellet seal, hydrated — <br /> 1 foot <br /> Sand filter pack; #2/12 silica sand - <br /> 15 feet = 2 inch diameter well screen: Sch 40 PVC, <br /> flush treaded, 0.010-inch slots <br /> Bottom cap: 2 inch flush threaded <br /> Not to scale <br /> 130 NORTH HUNTER STREET PROPOSED DEEP WELL <br /> Stockton , California CONSTRUCTION DIAGRAM <br /> MWI AND MWl <br /> ftaftell& Rdlo Date 01 /23/08 1 Project No. 2597.11 Figure F-2 <br /> l <br />