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<br />. <br /> <br />. <br /> <br />Ridgway Dam and Reservoir maintains a minimum pool for recreation and <br />sedimentation and provides minimum flows for fisheries. Recreation facilities are <br />provided along the north, south, and west sides of the reservoir. Ridgway State Park, <br />managed and operated by the Colorado Division of Parks and Outdoor Recreation, <br />offers a variety of recreational opportunities with 1,000 surface acres of water and over <br />2,200 land acres. <br /> <br />. <br /> <br />3.0 ALTERNATIVES <br /> <br />. <br /> <br />3.1 No Action. The no-action alternative assumes that no Federal action would be <br />taken to adopt and implement a water control manual that includes flood control <br />operations for Ridgway Dam and Reservoir. The USBR would likely operate the <br />project under a preliminary water control plan that is already in place. <br /> <br />. <br /> <br />The USBR is required to operate the project for flood control as prescribed on <br />an existing water control diagram (see Plate 3). A stage-frequency curve developed by <br />the USBR shows how current operation affects reservoir levels. The curve in Figure 1 <br />shows the frequency of the reservoir filling. Basically, the reservoir fIlls sooner, holds <br />more water and more often, but leaves less space for flood storage, The frequency in <br />which the reservoir would reach gross pool would be higher. with a higher risk of <br />spilling and possibly causing flooding downstream from the dam, The no-action <br />alternative is in violation of congressional authorization and, therefore, may require <br />project re-authorization. <br /> <br />. <br /> <br />. <br /> <br />3.2 Adopt Water Control Manual. With this alternative, a Federal action would be <br />taken to formalize and adopt the water control manual and implement flood control <br />operations as described in the water control diagram for Ridgway Dam and Reservoir. <br />The flood control objectives in the diagram include: <br /> <br />. <br /> <br />. To protect the area in the flood plain against probable snowmelt and <br />thunderstorm floods. <br /> <br />. To control flows in the Uncompahgre River downstream from Ridgway <br />Dam to existing channel capacity. At the Colona stream gage, this would be 2,000 cfs. <br /> <br />. <br /> <br />. To provide the maximum amount of water conservation storage without <br />impairment of the flood control functions of the reservoir, <br /> <br />. <br /> <br />In achieving these objectives, forecasting of snowmelt runoff is important. <br />When the snowpack is at or above normal, a close daily watch of flows is necessary. <br /> <br />4 <br /> <br />. <br />