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<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 />I <br />I <br /> <br />volume. The permanent pool when full is 1974 acre-feet. <br /> <br /> <br />Therefore, if there are 100 acre-feet in the flood control <br /> <br /> <br />pool, the evaporation charge for it would be 100/2074 or <br /> <br /> <br />4.8 percent of the total evaporation from the reservoir. <br /> <br />1.2.10 study Data Provided <br /> <br /> <br />The following basic data was provided to the consultant for <br /> <br /> <br />the operations study. <br /> <br /> <br />Area-Caoacitv Tables. The Corps of Engineers provided the <br /> <br /> <br />most recent area-capacity tables dated December, 1989. <br /> <br /> <br />storable Inflow and Releases. (Appendix A) Each entity <br /> <br /> <br />provided the consultant the following information for the hydro- <br /> <br /> <br />logic sequence to be evaluated: <br /> <br /> <br />a. A list of all water rights that will be used for stor- <br /> <br /> <br />age, augmentation and evaporation make up. <br /> <br /> <br />b. The amount of water, on a monthly basis, that the above <br /> <br /> <br />water rights will yield for storage in Bear Creek <br /> <br /> <br />Reservoir. <br /> <br /> <br />c. The amount of water that each entity expects to release <br /> <br /> <br />from its storage account on a monthly basis either now <br /> <br /> <br />or sometime in the future. <br /> <br />1-13 <br />