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<br />. <br />. <br />I: <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />below the dam using the CWCB regional regression equations. The appropriate CWCB <br />regression equation has been previously presented in this document. <br /> <br />Flows for tributary streams to the Florida River studied by approximate methods were also <br />determined using the CWCB regional regression equations, The results of this analysis are <br />presented in Table 2. <br /> <br />A short reach of the Animas River between Smith Lake and East Animas Road north of Durango <br />is also studied by approximate methods in the 2001 PIS. Detailed study of the stream begins <br />immediately downstream of East Animas Road and the discharge rate used in the detailed study <br />has been adopted for use in the short approximate reach upstream. The adopted flow rate is <br />presented in Table 2. <br /> <br />7 <br />