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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 />6.3 DOWNSTREAM WATER RELEASES <br />During the time the outlet is plugged, approximately 9 cfs <br />must be provided downstream of the dam, based on Durango's water <br />right of 8.9 cfs. This amount will probably not be required in <br />October because the City water demand is usually lower at this <br />time. The CDOW recommends that 8 cfs be maintained to the Durango <br />diversion point and 4 cfs below that point. <br /> <br />Tributary inflows below the dam and above the diversion point <br />will contribute to the river flows but will vary from year to <br />year. The available streamflow data does not allow an estimate to <br />be made of the intervening flows. The worst possible scenario <br />would require 9 cfs for Durango and 4 cfs for the fishery for a <br />total of 13 cfs; this situation has not occured in actual <br />practice. A release of 9 cfs has been the actual minimum release <br />and is more likely during construction. <br /> <br />The fabricated plug would provide releases of up to 14 cfs at <br />water elevation 8070 feet, which is 30 feet below the anticipated <br />level. This more than satisfies the requirements. The butterfly <br />valve can be adjusted to release about 8 cfs which is the desired <br />release to keep the area around the gates as dryas possible while <br />crews are repairing the gates. The releases will be increased if <br />necessary to meet downstream requirements. Releases would be <br />interrupted for up to one hour after the crews finish the gate on <br />one barrel and begin work on the other. The bulkhead to divert <br />water to the other barrel requires that the crews have access <br />upstream of the gates and that the outlet be closed while they are <br />moving the bulkhead. <br /> <br />6.4 RESERVOIR DRAWDOWN <br />The reservoir water level maintained while the outlet is <br />plugged will be decided by a combination of several factors which <br />include: 1) the spring runoff into the reservoir, 2) the amount of <br /> <br />6.0-6 <br />