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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Recommendations. The need and feasibility of <br />increasing raw water storage will be evaluated later <br />in this report. Even if capacity is adequate, the <br />operational problems need to be resolved. Low cost <br />improvements which could be made are: <br /> <br />1) Connect the headgate pipe to the reservoir bypass <br />pipe, to allow taking the reservoir out of <br />operation. <br /> <br />2) Rebuild the catwalk at the outlet pipe. <br /> <br />3) Divert irrigation water through the reservoir and <br />then back to Gurley Ditch to prevent stagnation. <br /> <br />4) Deepen the reservoir to reduce weed growth. <br /> <br />B. <br /> <br />OTHER WATER SUPPLY FACILITIES <br /> <br />1. Water Treatment. <br /> <br />The existing water treatment plant includes the <br />following treatment processes: <br /> <br />a. Two 72 inch diameter pressure clarifiers. These <br />are closed steel tan~s with a coarse filter media <br />which functions similar to a flocculation tank and <br />settling tank combined. They were installed new <br />in 1987. <br /> <br />b. Two dual media gravity filters with dimensions of <br />5 ft. x 8 ft. <br /> <br />c. Chemical Feed System. This consists of an alum <br />solution feed system and a polymer solution feed <br />system. Both are used as coagulants for removing <br />turbidity. There are also facilities for feeding <br />soda ash and fluoride. <br /> <br />d. Chlorinator. After filtration, the water is <br />disinfected using a gas chlorination system. <br />consists of a cylinder mounted chlorine feed <br />and a recirculation pump with an ejector. <br /> <br />All piping is Schedule 40 PVC. The plant has master <br />meters. The filters haves an automatic backwash <br />cycle. The pressure clarifiers also have automatic <br />backwash cycles. <br /> <br />This <br />unit <br /> <br />A 20 ft. x 18 ft. building <br />filters was constructed in <br />walls with a twin T roof. <br />with metal siding and roof <br /> <br />houses the filters; it <br />1978 of concrete block <br />In 1988, a frame addition <br />was added on the north <br /> <br />III-5 <br />