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<br /> <br />.. <br /> <br />, ii <br />II <br />I, <br />II <br />" <br /> <br />Land Status Review <br /> <br /> Total Length I Land Owne:rship <br />Upper Terminus Lower Terminus (miles) % Pnivate % Public <br /> South Fork San I <br />Bear Creek Miguel River 6.4 77% 23% <br /> , <br /> <br />I <br />23% of the reach is located on public lands managed by eit~er the USFS or the Town of <br />Telluride and the other 77% of the reach is located on private lands. I <br />I <br />1 <br /> <br />Biological and Field Survey Data , <br /> <br />The CDOW has conducted field surveys of the fishery resources on tl1is stream and have found a <br />I <br />natural environment that can be preserved. As reported in the letter from CDOW to the CWCB <br />"The existence of a natural environment was established by the GWCB in Case Number 4- <br />1 <br />84CW427. The upper San Miguel River is classified as a medium st~eam (between 20 to 35 feet <br />wide). Aquatic sampling shows that a self sustaining brook and rainbow trout tishery exists in <br />the upper San Miguel River Basin. In addition to the trout fishery, t~e upper basin also supports <br />a population of mottled sculpins" (See CD OW Fish Survey in Appenoix B). <br />I <br /> <br />Field Survey Data <br /> <br />CDOW staff used the R2CROSS methodology to quantify the amount of water required to <br />I <br />preserve the natural environment to a reasonable degree. The R2CROSS method requires that <br />stream discharge and channel profile data be collected in a riffle strciam habitat type. Riffles are <br />I <br />most easily visualized, as the stream habitat types that would dryl up first should streamflow <br />cease. This type of hydraulic data collection consists of setting Lp a transect, surveying the <br />I <br />stream channel geometry, and measuring the stream discharge. Appendix B contains copies of <br />field data collected for this proposed segment. : <br /> <br />Biological Flow Recommendation <br /> <br />The CWCB staff relied upon the biological expertise of the coop1erating agencies to interpret <br />output from the R2CROSS data collected to develop the ini~ial, biologic instream flow <br />recommendation. This initial recommendation is designed to address the unique biologic <br />requirements of each stream without regard to water availability. lihree instream flow hydraulic <br />parameters, average depth, percent wetted perimeter, and average ivelocity are used to develop <br />biologic instream flow recommendations. The CDOW has determined that maintaining these <br />three hydraulic parameters at adequate levels across riffle habitat types, aquatic habitat in pools <br />and runs will also be maintained for most life stages of fish and a~uatic invertebrates (Nehring <br />1979; Espegren 1996). 1 <br /> <br />, <br />I <br />For this segment of stream, seven data sets were collected with ~he results shown in Table 1 <br />below. Table 1 shows who collected the data (Party), the date the ~ata was collected (Date), the <br />measured discharge at the time of the survey (Q), the accuracy:range of the predicted flows <br />based on Manning's Equation (240% and 40% of Q), the summer flow recommendation based <br />on meeting 3 of 3 hydraulic criteria and the winter flow recommendation based upon 2 of 3 <br />hydraulic criteria. 1 <br /> <br /> <br />- 3 - <br />