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water depth of 12 feet (measured from the upstream concrete apron} is • <br />required to maintain this required flow for power generation. <br />2. During periods of high flow (spring runoff), the upstream <br />water level may exceed 12 feet. RWPC then regulates the headgates <br />(reduces the size of the open area) to maintain the desired flow, The <br />diversion dam was originally designed to pass 30,000-cfs flaodflow5 with <br />approximately 1 foot of freeboard allowed. Since construction of the <br />existing dam, several upstream regulating dams have been- built vn the <br />Gunnison River. Hydrologic information in Appendix B shows simulated <br />riverflows with the present upstream regulation. <br />3. During periods of law flow, the upstream water level will <br />fall below 12 feet. RWPC then periodically places a number of flashboards <br />on the crest of the spillway which essentially reduces the crest length. <br />The upstream water level then raises up to the 12-foot depth to pass the <br />riverflow over the shortened spillway crest. During the lowest flow <br />periods, the flashboards are placed across the entire crest tv maintain <br />the desired upstream water level. Between the times when flashboards are <br />placed on the crest, flow depth at the headgates is also regulated by <br />opening and closing the sluice gates. <br />4. The flashboards are normally placed on the crest beginning <br />at the left abutment and proceeding- toward: the right abutment. This <br />sequence of placement is used because of the method of installing the <br />flashboards.. Cables suspended above the crest of the dam guide a cart <br />carrying dam personnel who manually place the flashboards. The first <br />flashboard is placed near the sluice gate structure (on the left abut- <br />ment) because of ease of access to the spillway crest in the suspended <br />cart. <br />5. The power canal is dewatered for 1 week in the fall (after <br />the irrigation season) and 1 week in the spring (before the irrigation <br />season) for inspection and maintenance. Maintenance usually consists of <br />sediment and- debris removal from the upstream portion of the power canal. <br />C. Endangered Species Background. <br />1. The Colorado squawfish and razorback sucker, two na ive <br />fishes once abundant in the Colorado River system, are threatened with <br />extinction. The steady decline in their range and abundance has coin- <br />cided with the activities of technologic man in the Colorado River basin. <br />However, the exact factors that have caused decline of these fishes are <br />not well understood. It has been speculated that the decline of these <br />fishes has occurred since the early 1900's, and that much of the decline <br />is the result of changes to their native habi-tats brought about by stream • <br />alteration. Colorado squawfish exists in about 25 percent of its original <br />2 <br />