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<br />000587 <br /> <br />Hypothetical Scenario #2 <br />The Upper Pretty River Water Conservation District desires to obtain an RICD water <br />right. The proposed length of the booting course is 1,000 feet, and the total drop <br />within that reach is 5 feet. The requested RICD flow rate is 1500 cfs. <br /> <br />Evaluation <br />The average stream slope: 5'/1,000': 0.005 ft/ft <br />The requested flow rate: 1,500 cfs. <br />The Performance Index (PI): (0.005 x 1500) x 100 : 750 <br /> <br />Based on a PI of 750, the CWCB would recommend that the proposed reach is <br />appropriate for the requested RICO since the PI exceeds the minimum threshold <br />of 75. However, the requested flow rate by the applicant exceeds the CWCB's <br />recommended flow rate of 350 cfs. <br /> <br />Alternatively, the applicant could evaluate what minimum streamflow would be <br />required for this reach in order to meet the minimum PI. <br /> <br />PI: 75 <br />Slope: 0.005 ft/ft <br />Solving; Flow = 75/100/0.005: 150 cfs. <br /> <br />Therefore, the CWCB's recommended flow range for the stream reach in this <br />scenario (for whitewater booting) is from 150 cfs up to 350 cfs. <br /> <br />Hypothetical Scenario #3 <br />The City of Flatland desires to obtain an RICD water right for a stream reach located <br />within their community for the purpose of developing a whitewater booting course. The <br />proposed length of the booting course is 1,200 feet, and the total drop of the nafural <br />stream within that reach is 3 feet. The requested RICD flow rate is 150 cfs. <br /> <br />Evaluation <br />The average stream slope: 3'/1,200': 0.0025 ft/ft <br />The requested flow rate: 150 cfs. <br />The Performance Index (PI): (0.0025 x 150) x 100 = 37.5 <br /> <br />Based on a PI of 37.5, the CWCB would recommend that the proposed reach is not <br />appropriate for the requested RICD (for whitewater booting) since the PI is less <br />than the minimum recommended PI of 75. The slope is also less than the <br /> <br />13 <br />