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<br />Table I: Field Data <br /> <br />Party Date Q 250%-40% Summer (3/3) Winter (2/3) <br />BLM 5/21/2002 4.45 11.1-1.8 18.5(1) 3.0 <br />BLM 5/21/2002 4.15 9.6 - 1.5 12.4(1) 4.1 <br />BLM 6/05/2003 24.7 61.8 - 9.9 8.4\') 5.0\') <br />BLM 6/05/2003 25.1 62.7 - 10.0 18.2 4.4(1) <br />BLM 5/22/2002 3.89 9.2 - 1.5 14.1 \,) 5.9 <br />BLM 5/22/2002 4.61 11.5 -1.8 10.0 10.0 <br />BLM 6/04/2003 27.4 69.0 - 11.0 33.0 27.0 <br />BLM 6/05/2003 28.9 72.4 - 11.6 22.0 8.1 \,) <br /> <br />ELM = Bureau of Land Management DOW = Division of Wildlife <br />(1) Predicted flow outside of the accuracy range of Manning's Equation. ? = Criteria never met in R2CROSS Staging Table. <br /> <br />Biologic Flow Recommendation <br />The summer flow recommendations, which meet 3 of3 criteria and are within the accuracy range <br />of the R2CROSS model range from 33.0 cfs to 10.0 cfs (See Table I). Averaging the summer <br />flow recommendations within range results in a summer recommendation of 21 cfs. The winter <br />flow recommendations, which meet 2 of 3 criteria and are within the accuracy range of the <br />R2CROSS model range from 27.0 cfs to 3.0 cfs (See Table I). Averaging the winter flow <br />recommendations within range results in a winter recommendation of 10 cfs. It is our belief that <br />recommendations that fall outside of the accuracy range of the model, over 250% of the <br />measured discharge or under 40% of the measured discharge may not give an accurate estimate <br />of the necessary instream flow required. <br /> <br />Hydrologic Data <br /> <br />After receiving the cooperating agency's biologic recommendation, the CWCB and BLM staff, <br />conducted an evaluation of the stream hydrology to determine if water was physically available <br />for an instream flow appropriation. Although there is a substantial amount of streamflow gage <br />data available for the Uncompahgre Plateau and Glade Park, most of this data is severely <br />impacted by diversions and irrigation use. This situation makes it difficult to estimate the natural <br />flow regime for the watersheds on the Plateau. Without specific gage data to evaluate, the next <br />best approach is a regional equation that estimates annual flow characteristics. The USGS has <br />developed regional equations (Estimation of Natural Streamflow Characteristics in Westem <br />Colorado. Water Resources Investigations Report 85-4086. 1985) that apply to the Uncompahgre <br />Plateau and Glade Park based on basin drainage area, mean annual precipitation, mean basin <br />elevation and mean basin slope. The report "Uncompahgre Plateau and Glade Park Annual <br />Hydrograph Estimation" in Appendix C, explains staff's water availability analysis in more <br />detail. Table 2 below displays the estimated stream flow of Roubideau Creek. <br /> <br />Table 2: Roubideau Creek estimated streamflow. <br /> <br />January <br />1,9 <br /> <br />February <br />4,1 <br /> <br />March <br />6 <br /> <br />April <br />91 <br /> <br />M', <br />330 <br /> <br />June <br />150 <br /> <br />July <br />7,8 <br /> <br />August September October November December <br />3 2.5 2.3 2.3 2.1 <br /> <br />-4- <br />