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<br />~ <br />/ <br /> <br />Subject to these conditions Englewood's request for 600 <br />a.f. of storage space will be evaluated in the three <br />alternative reservoir storage scenarios. <br /> <br />At the February 10. 1989. meeting the state requested a <br />storage account and suggested that allowing such an account <br />might help reduce or mitigate some impacts of conservation <br />storage. In order to accommodate the request and evaluate the <br />impacts, a Scenario "D" has been added that allows the state a <br />2,000 acre foot account. The addition of this account to the <br />study will be handled so that; (1) it will not adversely impact <br />any participants ability to store in the permanent pool and (2) <br />it will not prevent the Corps of Engineers from approving <br />storage by any participant in Bear Creek Lake. <br /> <br />This addition brings the total requests for storage to a <br />total of 4.625 acre feet. <br /> <br />To address concerns with respect to the impact of <br />fluctuating reservoir levels on present and future recreational <br />facilities and uses within the reservoir area, the involved <br />parties have agreed to conduct an operations study to determine <br />how reservoir levels will fluctuate under various hydrologic <br />conditions and water development/use scenarios. <br /> <br />The study scenarios and a scope of study were agreed upon <br />at a meeting of the entities on April 27, 1987. Revisions were <br />made pursuant to a letter dated August 31. 1987. from the six <br />entities. discussions at a meeting on February 10, 1989, and as <br />a result of final comments received from the entities between <br />April 2, and April 19. 1990. This scope of study sets forth <br />the analyses which will be required of the engineering <br />consulting firm retained to perform the operations study. Each <br />major element of the study is set forth below. <br /> <br />Permanent Pool Data <br /> <br />The Corps of Engineers has advised that the elevation of <br />the outlet structure is at 5558.00 and the reservoir volume <br />below this elevation constitutes the permanent pool. <br /> <br />The pertinent permanent pool data from the most recent <br />area-capacity tables is as follows: <br /> <br />Outlet <br />Elevation <br />(ft) <br />5558.00 <br /> <br />Permanent <br />Pool Volume <br />( a . f . ) <br />1927 <br /> <br />Permanent <br />Pool Area <br />(acres) <br />107 <br /> <br />-2- <br />