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<br />I II <br />II <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />CHAPTER V <br />PLAN OF DEVELOPMENT <br /> <br />A. <br /> <br />PHYSICAL PLAN: <br /> <br />Several communities and water companies within the study area own and operate <br /> <br /> <br />domestic water supply facilities. Others, like Summit Ridge, are potential <br /> <br /> <br />customers for project water. The larger communities have individual plants and <br /> <br /> <br />pipe distribution systems, while outlying rural users obtain drinking water from <br /> <br /> <br />rural service entities like the Montezuma Water Company. Water supply is gener- <br /> <br /> <br />ally obtained from the Dolores River basin. However, some water in the San Juan <br /> <br />2/ <br />basin may be appropriated for the Ute Mountain and Southern Ute Indians.~ <br /> <br />EXISTING SYSTEM COMPONENTS <br /> <br />City of Cortez: <br /> <br /> <br />Raw water for the city is diverted out of the Dolores River and conveyed in the <br /> <br /> <br />Main Canal #1 and East Lateral which are facilities of the Montezuma Valley <br /> <br /> <br />Irrigation Company. A 12-inch steel pipe transports the water approximately 3 <br /> <br /> <br />more miles to a 24 million gallon (design volume) storage reservoir. With a capacity <br /> <br /> <br />of 5.5 million gallons per day, and deteriorating under the effects of corrosion <br /> <br /> <br />attack, the l2-inch conduit represents one of the weakest links in the system. <br /> <br /> <br />Aquatic growth and stagnant areas within the reservoir contribute to taste and <br /> <br /> <br />odor problems during much of the year. Some remedial work is necessary to <br /> <br /> <br />correct this situation. <br /> <br />The Cortez treatment facility is located on a 20-acre site northeast of the city. <br /> <br /> <br />It provides coagulation, rapid sand filtration, and disinfection of the stored <br /> <br /> <br />raw water supply. Upgrading of the plant in 1977 by conversion of half the sand <br /> <br /> <br />filters to mixed-media beds increased its capacity to 6.0 MGD. Although replacement <br /> <br /> <br />of the media in the remaining three beds would further increase filtration capa- <br /> <br /> <br />city, piping within the plant is inadequate to handle the larger hydraulic load. <br /> <br /> <br />In addition, the clarifier is undersized and functions primarily as a chemical <br /> <br /> <br />contact basin for alum addition and pre-chlorination. <br /> <br />*Page 39 <br /> <br />-39- <br />