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<br />39 <br /> <br />Fisher <br /> <br />Conclusions <br /> <br />The streamflow criteria require that as it becomes evident based on data <br />from the stream gauges that inflows to the reservoir are sufficient to force a <br />spillway discharge of 1,500 ft3/S, specific actions must be undertaken. As <br />spillway discharges increase, additional actions must be undertaken. All <br />actions specified in the Standing Operating Procedures (SOP) and the <br />Emergency Action Plan (EAP) will also be undertaken. <br />The rainfall decision criteria will require the rainfall threshold to be <br />exceeded at half or more of the EWS rain gauge sites. This requires the storm <br />area to be large enough to neglect highly l~calized storms that would not <br />affect operations at the dam. Any high flows caused by this type of storm <br />would be detected through the stream gauge network. <br />