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<br />I <br />'. <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 />General <br /> <br />The main source of raw water for the study area is the <br /> <br />Dolores River, which is a tributary of the Colorado River. The <br /> <br />Dolores River originates in the high mountains located in the <br /> <br />upper Colorado River drainage basin. Main tributaries to the Dolores <br /> <br />River in the vicinity of the study area include Roaring Forks Creek, <br /> <br />Bear Creek, Taylor Creek, Stoner Creek, West Dolores River, Lost <br /> <br />Canyon Creek, House Creek, and Beaver Creek. <br /> <br />The Town of Dove Creek is supplied with water from two <br /> <br />wells located in the shallow gravel alluvium adjacent to the <br /> <br />Dolores River in the vicinity of the confluence of the Dolores <br /> <br />River and Big Canyon. Each well has a peak production of approximate- <br /> <br />ly 120 gallons per minute. However, during the late summer and fall <br /> <br />this production decreases to approximately 50 gallons per minute <br /> <br />in each well, at which time they start producing sand. The only <br /> <br />treatment is chlorination which is done with a gas chlorinator. <br /> <br />The water is pumped from these wells to a 30, ODD-gallon <br /> <br />steel storage reservoir. Then repumped with a high pressure pump <br /> <br />station with a capacity of 325 gallons per minute from this reservoir <br /> <br /> <br />through approximately three miles of 8-inch high pressure pipeline <br /> <br /> <br />to the rim of Big Canyon on top of the Dolores-San Juan drainage <br /> <br /> <br />divide. From this point, the water flows approximately one and <br /> <br />one-half miles to two steel storage reservoirs, located at the <br /> <br />northeast edge of Town, which have a combined capacity of approxi- <br /> <br />mately 325,000 gallons. <br /> <br />II - 1 <br />